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1430 CULVER [DRIVE NE, PALM BAY, FL 32907
Tel= (321) 733-7092 Fax: (321) 733-7972
® STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIOrTS
CERTIFIED BUILDING CONTRACTOR:
-pWpjDA BUILDING CODE, RESIDENTIAL,
y� e�/�
f EDMON (2020)
1H
ABV.
A/C
ABOVE
AIR CONDITIONING
LAV .
LITM.
-ALL LOCAL AND STATE CODES
ADS.
ADTUSTABLF
M.C.
ALT.
ALTERNATE
MFR.
DR HORTON HOMES
-OCCUPANCY
—RESIDENTIAL, GROUP R3
AMP
BD.
AMPTR
BOARD
MIN.
M.T.
-CONSTRUCTION TYPE
— VB
CL
CENTER LINE
MID.
1430 CULVER DRIVE NE
-MIN. INTERIOR FINISH
— CLASS B
CAB.
CABINET
MT
PALM BAY FL 32907
-BASIC VEND SPEED
- V,Et=160 MPH
CLG.
CLR.
CONC.
CEILING
CLEAR
CONCRETE
N.T.S.S
O.C.
PT.
Vasd=124 MPH
TEL: (321) 733-7092
-EXPOSURE
- C
T CPT
G_
CARPET
CERAMIC TILE
P.B.
PH.
FAX: (321) 733-7972
-1-STORY RESIDENCE
-
D.
DBL.
DRYER
DOUBLE
PIT.
PLYWD.
-2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
D.G.
DIA.
DUAL GLAZED
DIAMETER
PR.
P.T.
DIM.
DINIENSION
R.
DISP.
DISPOSAL
RAT),
DP.
DEEP
R.A.G.
`ry, Iryl
SQ.p'
DR.
D.S.
DOOR
DOWNSPOUT
RFP.
RM.
STATE OF FLORIDA
. "�• `�
DTI.
DETAIL
PROFESSIONAL ARCHITECT:
D.w.
nISHWSFIWR.O.
.ASTmR
S.C.
EA.
EACH
R.D.
MICHAEL C. ANDERSON
LIVING 1828 5Q. FT.
ELEV.
ELEVATION
EQUAL
S.H.
SET.
GARAGE
430 SQ_FT_En.
AR N 17305
ENTRY
16 SQ. FT.
EXH.
EXT.
EXHAUST
EXTERIOR
SHTHG,
SHVR.
o .
LANAI
88 SQ. FT.
F.G..'FX .
FIXED GLASS
SIN.
F.G.
FUEL GAS
SL
A.B. DESIGN GROUP, LLC
TOTAL
2362 SQ. FT.
FIN.
FINISH
St GL.
FLR.
FLOOR
STD,
2194 HWY A1A, SUITE 301
r7
A/C VOLUME 1120.c3 GU. FT.
FLUOR_
FR. DR.
FLUORESCENT
FRENCH DOOR
SWS
INDIAN HARBOUR BEACH, FL 32937
FTG.
FOOTING
TEMP,
Tel: (321) 802-3591
GA.
GAR. DISP,
GAUGE
GARBAGE DISPOSAL
THK.
TO.C.,
G.F.I.
GROUND -FAULT CIRCUIT
T.O.P.
INTERRUPTER
T.O.S.
GL
GLASS
TYP.
GYP. BD.
GYPSUM BOARD
U.N.O.
H.B.
HOSE BTB
DRAWING / CONTRACT DOCUMENT
H.C.
HEADER CORE
V.P.
REVIEW BY BUILDER
INSI , OR HI
NSULATION
WD
THE BUILDER ASSUMES ALL LIABILITY FOR
TNT.
INTERIOR
WOW
I
INTERPRETATION OF THE CONTRACT DOCUMENTS.
W.T.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
REVISIONS
DATE
DESCRIPTION
LAVATORY
LUINOUS
01/16/18
CDIS ISSUED
MEDICINE CABINT.T
MANUFACTURFR
MINIMTJM
OIA5118
--
2011 FBC UPDATE
r
METAL THRESHOLD
01116AB
CD'S RE -ISSUED
MOUNTED
----
METAL
02121AB
SIDING ELEVATIONS ADDED
NOT TO SCALE
ON CF,NTER
03/16/18
CD'S RE -ISSUED
PROPERTY LINT
FOOTING REVISION PER M. BOWES
PUSH BUTTON04A9/18
PHONE
06/21/18
CD'S RE -ISSUED
PLATE
PLYWOOD
02/19/19
ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS)
PAIR
-
PRESSURE TREATED
02/22/19
PLAN MAINTENANCE
RISER
RADIUS
03/28A9
REVISED LINTEL SIZE AT FWNT ENTRY DOOR
RETURNAIRORTT.T.
04/24/10
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATWN (MELBA_
REFRIGERATOR
ROOM
04/24/113
REVISED HVAC VOLUMES ON SOFT CALC SCHEDULE (MELB.)
ROUGH OPENING
SOL I D CORE EXT DR
06A2/19
ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL)
SMOKE DETECTOR
-
SINGLE HUNG
06/21/19
ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK BOWES
SHEAF
SHEATHING
01/19A9
ADDED STONE OPTION ELEVATION C 4 D (TAMPA)
00/11/19
ELEVATION V SIDING -ADDED LOUVER a GABLE ROOF
SIMILAR
SLIDING
SLIDING GLASS
10n5/19
ADDED OPT. W-O' CEILING HEIGHTS
STANDARD
01/01/20
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
SHEAR WALL
-
SEc•FION
04/01/20
REVISE ENKAVENT RADON PLAN DIMENSIONS
TEMPERED GLASS
THICK
04/09/20
OPT. 8'-0' CLG. HGT: ADDED LED LIGHT IN FOYER
TOP of P
04/09/20
OPT. 8'-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY
TOP OF PLATE
_
TOP OF SLAB
TYPICAL,
05/06/20
ADDED ELEVATIONS V 4 'M' (ORL)
-.
UNLESS NOTED
01/15/20
ADDED ELEVATIONS '-IG'-'MH'-'MS' (ORL)
OTHERWISE
-
VAPOR PROOF
01/01/21
2020 FBC UPDATE
WASHER
WITH
WOOD
-
WINDOW
WATER HFATFR
WROUGHT IRON
-
0*12 10 lfm�mj?
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INDEX OF DRAWINGS
ARCHITECTURAL SHEET # DESCRIPTION
PG
Cl-COVER
SHEET
PG
GN-
GENERAL NOTES
PG
Al -FLOOR
PLAN
PG
A2D-ELEVATION
"D"
PG
E1-ELECTRICAL
PLAN
PG
P1-PLUMBING
PLAN
PG
Ml-MECHANICAL
PLAN
PG
D1-DETAILS
PG
D2-DETAILS
PG
WAl-WALL
ASSEMBLY
DETAILS
PG
WA2--WALL
ASSEMBLY
DETAILS
PG
WA3-WALL
ASSEMBLY
DETAILS
PG
WA4-WALL
ASSEMBLY
DETAILS
PG
WA5-NOT
USED
PG
WA6-WALL
ASSEMBLY
DETAILS
STRUCTURAL SHEET #
PG Sl—FOUNDATION PLAN
PG S1.1A—DETAILS
PG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
PG S2.2A—SAFE LOAD TABLES
PG S3—FRAMING PLAN
PG S3.1A—DETAILS
PG S3.1B—DETAILS
PG S3.1C—DETAILS
PG SN1—DETAILS
DESCRIPTION I
Reviewed for Code
Compliance
Universal Engineering
ED Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
sLTHDIV. 8a LOT.
CREEKSIDE
PHASE 2
LOT #126
PROJECT:
04321.201 126R1
DIODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHR'ECT-
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 25 21
DATE:
SCALE: 1/4"=V-0"
SHEET
CI
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDE
7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS A
FBCR 7TH EDITION (2020) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTION;
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH TH
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIC
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTI(
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TE
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQI
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE COf
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT
9. NO STRUCTURAL MEMBERS ARE TO BE CUT 'FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUII
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NO
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATINC
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIS
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS II
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
LESS THAN '/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALI
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQU
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT,
SITEWMK
TIMBER
TIA
(FBCR)
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
E UNDER
HEREIN:
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
3Y
FINISH GRADES, PLANTING AND IRRIGATION.
C. SOUTHERN PINE INSPECTION BUREAU:
SHALL
BE
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
D. TRUSS PLATE INSTITUTE:
ARCHITECT.
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
OR
E APA - THE ENGINEERED WOOD ASSOCIATION:
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL
L ENGINEERED WOOD CONSTRUCTION GUIDE
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
ATTENTION
.. W
5. ALL BACKFILL AT STRUCTURES SLABS STEPS AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
2.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
JSI
N A�D/OR
THE
T
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE
3.
MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
4.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
;HNI
UES,
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
RE
CODES.
5.
WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
TRACTOR
6.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
PLUMBING
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40)AS APPROVED BY THE BUILDING OFFICIAL.
REQUIREMENTS.
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS,
3,
CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX,
ENG
NEER.
10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY'
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
COUNTY BUILDING AND ZONING CODES.
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7,
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
DRAWING.
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10.
DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
EXTERIOR WALL COVERINGS'
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
PED'WITH
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
LESS THAN
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
.THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
EXTERIOR FINISHES
THEM,
AGRICULTURE AND CONSUMER SERVICES."
1.
WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
RIG D
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
TO
HE
THAN 2 COATS 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787.
\RE
BY NOT
1
3.
LATH & ACCESORIES PER ASTM-C-1063-19a & R703 7 1 ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
BE
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
/AL
NT
1" FLASHING HORIZONTAL LATH AND PAPER DETAILS
BLS
BE
PIPE PENETRATION DETAILS BENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS)
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S/CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
Reviewed for Code
Compliance
Universal Engineering
1B Sciences
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PRLNT 02 25 21
ATE:
SCALM: 1/4"=1'-0"
SHEET
CONTROL DATE: 12/10/20 (RM)
GROUND
WIND DESIGN
SEISMIC
SUBJECT TO DAMAGE FROM
WINTER
ICE BARRIER
SNOW
DESIGN
DESIGN
UNDERTLAYMENT I
SPEED
TOPOGRAPHIC
WEATHERING
FROST LINE
TERMITE
LOAD
(MPH)
EFFECTS"
CATAGORYr
DIEW
TEMP'
REQUIREDh
NA
160 C
NA
JNEGLIGAESLE
NA
VERY HEAVY
42
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION FEIC R302.9.1 THROUGH FBC R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH FBC R302.105
i
ro
I
10
N
0
N
(2) 3052-SH
EGRESS
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ANUAL
INDEX'
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SY
NA
NA
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C 6"
(2) 3052-SH
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PER BLDG. I 1 8'-8' CLG.
CODE —
e
El
GARAGE
8'-8' CLG
V.
�%
2'-4-
B� �
3068 W9
36' X12'
14i�w
$ MT"
I= BEDROOM E
8'-8' CLG
a
5 1 2
3 5
5 1/2'
Y
%
(2) 3052-SH
EGRESS 2❑
a
;�
0'
2'-8 I6,_011
2'
all
g'-10 0 2
21'-4"
4'-4°
41.011
39'
5' 1.
D
:... r
e
Lr
FLOOR PLAN
SCALE: 1/4' 1'-0.
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/13' (35
MM) IN THICKNESS, SOLID ORHONEYCOl'15-CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
- EGRESS NOTE:DO NOT SHUTTER FRONT DOOR FRONT ENTRY
DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED.
- REFER TO BUCKING DETAILS FOR SUCKING AND RO NOTES.
-FRAMED WALL SEPARATION 5ETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE OF R-13.
CEILING R VALUE TO 5E R-30 INSULATION A50VE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWAZLE SOFTWARE TOLERANCES.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
OPENING OVERHAl
SEPARATION
U-VALUE
5141
0'-4'
32
25
3'-2-
35
.25
0'-9'
35
29
9'-0.
1'-4'
LD3
32
1'-0.
0'-9'
35
29
0'-9'
35
29
1.�0•
0f-9'
35
29
SQ.FT. CALC. S
LIVING 1828 SQ. FT.
GARAGE 430 SQ. FT.
ENTRY I6 SQ. FT.
LANAI 88 SQ. FT.
TOTAL 2362 SQ. FT.
A/C VOLUME 15120.9 CU. FT.
COWONBIT AND CIAM WIND LOADS
BASIC WIND E)FOS1l FOR 3 SECOND WM
OPEWM
AND TYPE
SOUARE
FOOTAGE
ZONE
IN WH Will MU
R 39M
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
18
5
33/-43
DR. MIN. CRITERIA
S.G.D. MIN.
41
5
31/-39
CRITERIA
8010 Ol_
56
I
5
2111,
12'xI2' SOFFIT
1
5
313/-4S.S
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CA`Il EXP.=C, MEAN ROOF HT. = 11'-3"
EEN MODIFIED PER FBCR 7TH ED.
=SECTION
1.2.1 TO MEET TESTED ALLOWABLE
OAD VALUES FROM THE PRODUCT
COMML DATE W/1110
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
ARCH DTL.
B SCALE: 1/2 a I'-&
Reviewed for Code
Compliance
Universal Engineering
Sciences
C � 1t4°
r
DHL.
TOP
PLATE B
m
BAR DETAIL
C
mommill
SLTBDIV. w7 'n §<<
CREEKSIDE
PHASE 2
LOT #126
PROJECT*
04321.201 126R1
MODEL '
4EBB
1 "1828—CALI"
I GARAGE SWING -
LEFT
PAGE: ®•F=f
ly
FLOOR
PLAN
160 MPH EXP. 16 .
ARCHITECT
STATE OF FLORIDA
w;
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305
a,raa•r'<
PRINT 2125
DATE: 02 / /
SCALE: 1/4"=1'— O"
SHEET
AI
EQUAL
TO CONTROL JOINT
BLD(TYIl
Cs. HCxT.� --- - - ------
U �
FYPON LV12X24 EQ. zv EQ. "
OR EQUIVALENT p
2D
12
6� 4 g
WAI WAI
5'-8" BRG. HCmT. A U
--- --�-- ----- -
OPT. COACH
LIGHT
9
01-0" FIN -
0'-0" FIN. FLR.
r-
FRONT ELEVATION
SCALE: 1/4 = 1'-0' TEJLLI FINISH
NOTE: WALL FENESTRATION FLASHING AS PER CR '103.4
TO CONTROL JO
(T-I
Ea.
I�6
S -8" BRCS
SHINGLE ROOF
FYPON
5KT11Xl-t OR
Ea. EQUIVALENT
�1
■■IIII � � -.
�■■IIII ��-= '-
1
I
OFF RIDGE VENT
��
4B
A
0'-0" FIN. FLR.
OFF RIDGE VENT
]EZEAILP\, ELEVATION
SCALE: 114 - I'-0' TEXTURED FINISH
---------- ----- - -------------- -- _au BRG. Hl
r
01_0" FIN. FLR.,I _ ------ — - — - — - — - -- — - — - — - — - - - - — - — - --------- - o0'-0' FIN. FLR.
LEFT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
OFF RIDGE VENT
OFF RIDGE T
— — — — — — — — —.- — -. \ N — — — — — — — — — — — — — — —
RIGHIT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
s -a^ E3RCs. HST.
11-011
0'-0" FIN_ FLR
I 4B
f y
TYP.
II
_ ,o0'-O" FIN. FLR.
/ 2'
I N C4 I
I 1,-41
R44
CO. DTL.
A: 1/2 = I'-0'
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
MODEL 1828-CALI.4EBB
AREA OF ATTIC
_ 2450 SQ. FT. —�
N ET FREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED VENTILATION AREA
= 245O /300
= 8.17 SQ. FT.
8,17
- 1176 SQ. IN.
MI N. REQUI RED VENTI LATION
= 4X 1176
IN UPPER PORTION OF ATTIC
- 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 138 SQ. I N, PER VENT(net free area)
TOTAL # OF VENTS REQUIRED
_ 3.41
TOTAL It OF VENTS PROW DED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN,. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
10
'AA.'N'
�\�
i
I,.
t
�
Y
S LJ79100IV � xoT-
CREEKSIDE sIJ
PHASE 2 '
kI �
LOT #126
PROJECT#
04321.201 126R1
asonEl.:
4EBB Al
l
"1828—CALI"
GARAGE SWING, "j
LEFT
9
ELENATION "Y''
�y
�.r
160 MPH EXP. C ,"
ARCHr ECT-
STATE OF FLONDA
L � s
Ifs
FEB 262621
MICHAEL C. ANDERSONI
AR NO 17305
F
PRINT 02 25 21
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
I
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
\�
125V OUTLET
20 AMP SINE POLE
SINGLE
IIOV OUTLET
110V OUTLET
1/2 OF OUTLET WILD
TO SWITCH
GFI
I10V OUTLET
EQUIPED WMaRND FAU .
INTERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
WP
EXT. WATERPROOF
GROUND FAULT
GFI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER
�;4
SWITCH
4-WAY OMR.
r�i�
WALL MOUNTED
I-0
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VP
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
eVENT.
FAN
1 OEM PER 80. FT.
VENT. FAN
W/LIGHT
I CFM MR SQ. FT.
VANITY LIGHT
FIXTURE
(SPEC'S TBO BY
BUILDER)
®ES
41>21
FLUORESCENT
LIGHT
2-BULB WRAP
AROUND
(RECESSED)
4'X2'
FLUORESCENT
LIGHT
2-BUL5 WRAP
AROUND
(SURFACE MNT_)
T FLUORESCENT
4' FLU01RE8CENT
4' TRACK LIGHT
0
PANEL
METER
/�
BAIT. BACK-UP
f Ii ,D.
\J
SMOKE DETECTOR
W/ NARDWIRE
WALL MOUNTED
BATT. BACK-UP
SD.
SMOKE DETECTOR
W/ HARDWIRE
BATT, BACK-UP W/
® S/CO
CARBON MONOXIDE
I!ll DETECTOR
COM50
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
'' ^^
NATURAL GAS
OUTLET
►
TELEPHONE JACK
WW
WATER NEATER
IGNITION SOURCE
70 BE ELEVATED
DISCONNECT
AIR CONDITIONING
TO BE 2 0V UNO,
'd'/
DISCONNECT
SEE AHU
SNEEON
TV
TELEVISION JACK
CEILING BOX REQWRED
TO BE SUPPORTED N
O
J-BOX
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
TILING BOX REQUIRED
TO BE SUPPORTEDTED ININ
C/
CEILNG FAN/LIGWT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
r�
LIGHT STRIP
36' INCANDESCENT
LIGHT STRIP
onnnnnnn
0
48'INGANDESCENI
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KP
KEYPAD
P.M.
PUSH-BUTTON
FOR CHIMES
�—�►
USB PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS < FANS TO
BE VERIFIED • HOMEOWNER Fes -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF MCR
ITH EDITION (2020) 4 NEC 210.12 2011 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
+ GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CRM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MIW3 FBCR ITH EDITION (2020).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR TTH ED (2020).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR NTH ED (2020).
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PAR
FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2020, TUn EDITION R404.1
OPT. __---------- _—
COACH
LIGHT
ELECTRICAL PLAN
SCALE: 1/4' = I'-O'
W P Panel MAIN - A
PAN EL: b11Fwpcnbreaker VOLTAGE: 1201240V-1Ph MAIN: '150Amp MC'B
FEEDER 3-#1Cu1HWN&1-46Cu(G)in11l2'C. OR 3 #2/CALTHWN&1-#6Cu(G)in11/2"C.
#12
1
20
rtenor Receptacle GFI for TUG
1200
1
2
Ispace
#1:2
2..
20
Irngati . Pump
1000
3
4
Space
°
B
5304
A/C CUA
35
2
:#8
Space
7..
8.
CEILING
MTD. LIGHT
TO 5E
INSTALLED,
PROVIDE
J-SOX FOR
OPT. FAN
PANEL - A
PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M'.LO.
FEEDER: 3-#1CUTFI+fN&1-#6Cu(G)in11/2"C. OR 3-#2/0ALTHAfl&1-#6CU(G)in.11I2"C.
Wire
Pole
Bkr
Description _
watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Email Appliance
1500
1
2
8000
Range
50
2
#6
#12
1
20
Nlicio a e I Hood GFI —
- 1800
3
4
#12
1
20
Small Appliance _---- --_
1500
5
6
4500
Water Heater
25
2
#10
#12.
1
20_
Refrigerator--_----_-- —_-_
1500
T
8
#12
1
20
Dining Room Lights and Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
2)
Bath #2 rFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
1�
Foy& 11-lall Bed #2 & #3l Bath #2 tights AFCI
900
13
14
5000.
Dryer GFI
30
2
#10
#14
1
15
firing Room. Lanai Ughts AFCI.
900
15
16
#14
1 _
15
15
'r<iichen ai I Pantry Lights & Rcpts AFCI
S-1) & C/0 AFC1 - --
9)0
1?
18
1500
Washer GFI
20
1
#12.
#14
1
900
_
19
20 -
1000
Garage Door Opener
20
1'
#12
#12
1
20
1 atndr1 . Fed #41 Den AFCI -_
1200
21
22
1200
Garage lights: and Receptacles GFI
20
1
#12
--•pacc ----
23
24
900
Bedroom #1 AFCI
15
1
#14.
Space
Space
'25
26
900
Bathroom #1 AFCI
15
1
#14
�7
28
9co
Exterior Lights and Recept GFI.
_
15
1
#14
101XI
Imgation controls only
20
1
#12
apace .--_-- -
31
32
Space
_pace _-----
33
34
Space
Space __,--.-- --
35
36
Space.
Space
.37
38
Space
#8
2..
35
7iC AHU-1
{HeaterF I<VA. at 65%
5525
39
40.
Space
41
42
i5pace
—
Load subject to demand. factor calculations bline
163O
27600
Load subject to demand factor calculations l line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND: FAULT INTERRUPTER
Total load subject to demand factor 43 000
First 10000 watts at 100%
10000
Remaining watts at 40% -
13440
Connected Load Watts 34269� I LOAD CALCULATION IS BASED -ONAIC NON -COINCIDENT LOAD
Amps 1'++atts i 240 volts) — -- 142.8
AIC Square Feet.
ral Us. & Rec3 W 1
General Us :& Rec Panel A g 61 5n49
f
I
I
I
I
I
�
�
�
@
�
o
I
I
I
I
I
I
IIIJJJ
LED LIGHTING
C DOUBLE LAV.
BATH 01
SO AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH
EDITION { 9=2 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) N
1-1/2" CIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3
#210 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC
CONDUIT UNLESS SERVICE 18 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
I o o = I
I � I
LED LIGHTING
SINGLE LAV.
BATH 02
PROVIDE 342/0 CU, THWN . 1% Ou IN 2' CONDUIT OR 3
-- AL, THIN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOL
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MI-0
O
PANEL
150A/2P
MCB
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERiINAL AT LOW
VOLTAGE CONNECTIONS
—� 1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR TTH
EDITION (2020).
5/S" DIA X 8 Fr LONG COPPER CLAD GROUND ROD
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBIXV. & LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305
r � a 02 25 21
DATE: /
I SCALE:1/4"=1'-0"
SHEET
El
A.4
PLUMBING PLAN
SCALE: 1/4 = V-0'
KITCHEN
SINK 1111
AUTO VENT
1-1/2' VTR
(ALTERNATE LEFT)
PLUMBING RISER DIAGRAM
P
D
iIN
:14T)
Reviewed for Code
Compliance
Universal Engineering
91 Sciences
2194 HWY AIA, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
wwwabdesigngroup-com
AA #: 0003325
V'SU313MV. & L0`1`:
CREEKSIDE
J! PHASE 2
LOT #126
3PROJECT#
04321.201/126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
PLUMBING
PLAN
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
FEB 2
MICHAEL C. ANDERSON
AR NO 17305
]PRINT
DATE: 02/25/21
SCALE: 1/4"=1'-0"
SHEET
tj
MECHANICAL PLAN
SCALE: 1/4 = I'-0'
R-VALUE _SCHEDULE
FLOOR
SLAB ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
FRAMED WD - ADJACENT
FRAMED WD - EXTERIOR
R-4.1
R-13
R-13
CEILING
UNDER ATTIC
R-30
Reviewed for Code
Compliance
IDUniversal Engineering
Sciences
uls X . 8c LOT: '
CREEKSIDE
PHASE 2
LOT #126
r� E
PROJECT: s
1
04321.201 126R1
MODEL: s
4EBB
"1828—CALI"
GARAGE SWING:
LEFT
PAGE:
MECHANICAL
PLAN
F:a
160 MPH EXP.
FEB 2 6 2V
PRINT DATE: 02 25 21
/ /
SCALE: 1/4"=1'-0"
SHEET
1
PER FLR
PLAN
1/2' CLCs.
1/2' DRYWALL
SECURE BT. —
PLATE TO SLAB
W/ I0d MASONRY
NAIL s 32' O.C.
MAX
FIN. FLR
2X4 TOP PLATE
PRE-FAB TRUSS
2X4 WOOD
STUDS 024'
O.C.
SLAB
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16 " O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
TYP. INT. WALL (NON-BRG.
3 5/8" OR 5 3/8'
1/2' DRYWALL
TOP CHANNEL (25
GA)
3 5/8, OR 5 3/5,
1/2' DRYWALL
METAL STUDS 24' O.G.
20 GA METAL TO BE
INSTALLED IN WALLS
3 5/8' OR
RECEIVING UPPER/
5 3/8'
LOWER CABINETS
BOTTOM
AND TUB/SHOWER 25
CHANNEL
GA. METAL TO BE
(25 GA.)
INSTALLED IN ALL
SECURED
OTHER WALLS. STUDS
TO LONG
TO BE SPACED 106'
FLOOR W/
3/4' PAF : BOND BEAM
O.C. At 2Np FLOOR
WALLS ADJACENT TO
TO WOOD SOLiD GROUT
STAIR WELLS AND
FLOOR W/ W/ C1)-
BATHROOM WALLS W/
1/4' WOOD (2) COURSE
TILE FINISH
SCREW
WOOD BASEBOARD—�
1-STORY \---FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1AA� (NON-BRG.)
D1 SCALE: 1/2'=1'-O'
DIA. SLEEVE,
O NOT CUT
EBAR
IPE�
DO NOT CUT
THE BOND
BEAM
REBARS
2_:A PIPE THROUGH BOND BEAM
D1 SCALE: 3/4"=1'-0"
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
FIBERGLASS SHINGLES AS PER FBCR 905.1.1.
WITH UNDERLAYMENT ROOF SHEATHING
AS PER FBCR 905.1.1. THICKNESS AS PER
ROOF SHEATHING SHEET SNi.
THICKNESS AS PER SECURED PER
SHEET SNi. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE
PER FASTENER OR 1/2' HIGH
SCHEDULE STRENGTH CLG.
BOARD REFERENCE
PER E VAT ION STRUCTURAL
PRE-ENG TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS
INSULATION R-VALUES
REFERENCE STRUCTURAL
MTL. DRIP EDGE PER ELEVATION MTL. DRIP EDGE
2x FASCIA PER t P. 2x FASCIA PER
ELEVATIONS pN. ELEVATIONS
VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
SCRIPS a 24'O.C. 1/2' THICK, 2 COAT PORTLAND
8' GMU CEMENT PLASTER APPLIED
1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY
CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. ,
Y:
DIRECTLY TO MASONRY WOOD BASE
0'-0' FIN. FLR
0'-0' FIN. FLR—
o a a a
Q.
A� 'd
a 4
. aa.. .a
a
H W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION FBCR 905.1.1 - FOR
ROOF SLOPES 2:12 TO LESS THAN
4 1-ST0RY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT
D1 SCALE: 3/4'=I'-0' SYSTEM 18 REQUIRED. FOR ROOF
SLOPES OF 4:12 OR GREATER, (I)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM
D226 TYPE iI, ASTM D 4869 TYPE
IV, OR ASTM P 615l
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNi
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
0'-0' FIN, FLR
`GM LINE
a_l 1' PK SLEEvE Fo1e GAS LW
-a, CM
_.-In' GYP. ILL. W.
.—WOOD RASE
— - --�
213 GAS LINE TI-IRU BLOCK
\11U 1 SCALE: 1,2'.1'-0'
—2X4 SPF 24' O.C. MAX.--,
SECURE W/ (2) 12d NAILS
e EA. END
2x BLOCKING BETWEEN TRUSSES
--PER STRUCTURAL DETAILS —
- - ����_ - ■
�t �ir�•i-- -
r
CONT. 2x RAT RUN SECURED I
STRUCTURAL DETAILS
- SEE ENERGY CODE FORMS F1
INSULATION R-VALUES
PER ELEVATION
\ — 5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH GLG. BOARD
d a 4. a
8' GMU d'
a.
. d
n W/ WINDOW OPENING
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS �O 24' O.G.
1/2' GYP. WL. BD. -
WOOD BASE-
a
112' THICK 2 COAT -
POR7LAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALv. STEEL
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
IrmBY
PRODUCT
GALV.STEEL....
APPROVAL REQL
VERTICAL TRACK
MAUF. LIDE
FA97ENED TO
ROOM
TRACK BRAGKETO
W/ PRODUCT
APPROVAL REG.
S' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2xb P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REG.
SEALANT 4
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUFJ
OVERHEAD DOOR
BY OTHERS
3 ) GARAGE DOOR JAMBS
D1 SCALE: 11/2"=1'-0°
FiBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
\ MTL. DRIP EDGE
9 `2x FASCIA PER
4x. ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNi. SECURE PER
FASTENER SCHEDULE
ON SHEET SNi.
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
B TYP. WALL SECTION
NO OPENING
1-STORY GABLE BLOCK WALL
SCALE: 3/4' = I' -0'
CMU
0'-0' FIN. FLR
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
Note: WALL FENESTRATION FLASHING PER FBCR 703.4 -
Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to
prevent 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 111. 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. FIUid-applied membranes
used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to
the surface of the exterior wall finish.
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
\0%%\\
�dl I
r 1\00 a
\`, k
ate,
W
oil
SUBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT:
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
( SHINGLE)
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305
PNT DATE: 02 /25/21
SCALE: 1/4" V-0"
SHEET
L
TOP:
2X6 P.T. • CENTER OF DOOR HEADER SECURED
W/ (1) 1/2' X B' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/8' WASHER 4 NUT
OR
W/ (2) 1/2' X 8' ANCHOR BOLTS
W/ 4' MIN. EMBEDMENT
`-SECURE 2x4 ON —
FLAT TO BLK
W/ MASONRY
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR
R BOLTS, W/ 4' MIN EMBEDMENT, W/ 2' R
X 2' X 1/9' WASHER 4 NUT. (I) WITHIN
8' OF TOP, (1) WITHIN Be OF THE $TM,
(3) EVENLY SPACED.
DI Is
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
1 BUCK ATTACHMENT
ec sue: 1re'4-0'
Ix4 P.T. OR 5/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-1/4' INTO
BLOCK W/ 3/16'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-1/4'
WITHIN 8' Or EACH END
4 IS' O.C. MAX SPACING
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3/4" OR +5/4"
WINDOW TO BLOCK +3/4" OR +5/4"
2X4: IZI
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN W OF EACH
END 4 IS' O.G. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/0) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIK EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 IV O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIRE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 10' O-C. MAX
SPACING.
8' CMU
1/2' DRYWALL
❑ I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 1/2"
N DOW TO BLOCK +1 1/2"
2X4:
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIRE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8. OF EACH
END 4 18' O.G. MAX
SPACING.
2X6:
SECURE TO BLOCK
W/(2) 3/I6' TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN Be OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1144)
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
7-111151-5T'
1/2' DRYWALL
❑
I'X4'
P.T. NAILER
Q
'1/16' OSB. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +1 15/16"
W TO BLOCK +1 15/16"
2X4: CM
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CIM
SECURE TO BLOCK
W/(2) 3AW TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.G. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
S' CMU
❑ 1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +2 1/4"
JW INDOW TO BLOCK +2 1/4"
2X4: IZI
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8 Z* EACH
END 4 18' O.C. MAX
SPACING.
2)(6: CM
SECURE To BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 10' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN Be OF EACH END
4 18' OZ. MAX
SPACING.
8' CMU
❑ 1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOO�R� �JAMB TO BLOCK +3"
\H I.OI_IJlleT(1 RT.00K +7"
2X4: IZI
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN Be OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8. OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V49
WITHIN 8' OF EACH END
4 Is, O.G. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/I6' TAPCCN MIN. 1-1/4'
EMBEDMENT INTO BLOCK
8' C'N
1/2' DRYWALL
❑ 1'X4'
P.T. NAILER
DOOR CASING
2ND 2X SECURE TO STRUCTURAL
MEMBER W/(2)126 WITHIN 8'
OF EACH END 4 6' TO Be O.G. MAX
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MAMl1FAf'Til✓=-A nC1All S
NV rt: 0HIM AZ NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/41)
DOOR JAMB TO BLOCK +3"
0WiNT1OW TO RUCK +3"
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CED
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 1/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 IS' O.G. MAX
SPACING.
—J 1 8' Cm
❑ 1/2' DRYWALL
I'X4'
P.T. NAILER
-I/16' O.S.B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 7/16"
@W NDOW TO BLOCK +3 7/16"
2X4: CEO
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/41)
WITHIN 8' OF EACH
END 4 10' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) I/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 1/49
WITHIN Be OF EACH END
4 18' OTC. MAX
SPACING
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3Aro' TAI-'CON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
Reviewed for Code
Compliance
93
8' CMU
Universal Engineering
I/2' DRYWALL
Sciences
❑ P
P.T.. NAILER
CMU
In P.T. X 4' MIN.
�' DRYWALL
m
U
i-- DOOR CASING
WIX
FURRING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 3/4"
v WINDOW TO BLOCK +3 3/4"
-
DRIP 2XI0 TO
DOOR 8--[/8'W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
—
�j1REQUIREMENTS
Kr
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SxmDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
FEB 262021
MICHAEL C. ANDERSON
AR NO 7305
DA ET 02/25/21
SCALE: 1/4"=1'-0"
SHEET
P2
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PREFORMED CONTROL JOINT -
FLANGE OF CONTROL JOINTS TO
BE WIRED TIED TO LATH • 9'
OZ. MAX (VERTA NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
V LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION
FASTENERS TO BE SPACED
o T' OjC. MAX VERTICALLY
7
i' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED .T' (VERY.) O.C. MAX
AT SUPPORTS
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
OR T/Ii ZIP SHEATHING
SYSTEM NNSTALLED PER
\
d To }"
LATH SHALL NOT SAP MIN.
BE CONTINUOUS e' ro a'
MIN.
b' TOO'
MIN_
THROUGH CONTROL
JOINTS BUT SHALL
BE STOPPED AND
TIED AT EACH SIDE.
PROVIDE 2X4 BLOCKING
F'ER ASTM GI063 \
PLACED FLAT MAX. W TO 8'
FROM L JOINT N
\
INT FALLS ON
CONTROL JOINT
OTE:/
STRUCTURAL STUD
1. FASTENERS ASTENERS FOR LATH TO BE NAILS OR
�-
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. 18) OjIll WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION
\
TO WALL STUDS REQUIRED PER PLAN
O"M" TYPE CONTROL JOINT
L FOLD R WAl • PT. A
O
O1. FOLD INWARD • PT. A
2. CREASE • FT. 5
FOI
•e
O
I. FOLD MWAIRD •
O
1. FOLD INWARD • PT. A
PT. A
2. CREASE • Pt'. B
2. GREASE • PT. D
3. CREASE 0 PT. C
3. 01111 • PT. C
4. FOLD PT. C OVER PT.
B TILL PT. C TOUC-E8
BOTTOM FLANGE
-
® ®FOLD
. 'IT•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
DRIP EDGE: OVERLAP 3',
EXTEND In' BELOW
81-EATHING, MECHANICALLY
FASTEN 4' O.C. MAX
BOTTOM
FLANGE WATER TIGHT
SEAL. FOLD, 22
MCL CUT.
j' THICK, 3 COAT CEMENT
PLASTER (FRAME), I2. 2 COAT
IMMENT PLASTER (Cl
�IURB LAYER 02, FORTIF15ER
5UILDING PAPER(FRAME ONLY)
WRB LAYER "1,
STUCCO WRAP Irl ONLY)
LAP LAYERS OF BUILDING WRAP
OVER NAILING FLANGE, STOP
WRB APPROX. I )P ABOVE
SHINGLES (FRe)'1E ONLY)
In .� FRAME OR CM
FASCIA WRAP
III WALL FLABHnIG
ICIQC-OUT FLASHING (SE
DETAIL)
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
ENDS) t 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORTBER SHEATHING TAPE
/ I" MIN. LAP ® METAL HATN
6" MIN PAPER LAP BE -OW ONLY /
WRB LAYER 92, FORTIFIBER
BUILDING PAPER
2 APER LAP
® KICKOUT
DETAIL
e.h)N
\mil'
WATER TIGHT SEAL (BEND OR
SOLDER, DO NOT CUT)
LATH VERTICAL LAP TO BE 1'
METAL LATH
WRB LAYER "I,
STUCCO WRAP
I' MIN LATH
LAP, 4' OVEI
ALL LAP
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0.04-15-IN. (121-MM)
WIRE AT INTERVALS NOT
MORE THAN 9' (229-MM).
AS PER ASTM Clil
NOTE:
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER MANUR SPEC. OR
PEEL ! STICK
ROOF
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD STUDS
SHEATHING -
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANLIR SPECS-)
BUILD ING —
PAPER
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
STUCCO
g' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 62, FORTIFIBER
BUILDING PAPER
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
OR T/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
M*NUF. SPECS.)
6' MIN.
LAP
)5' LAP . LATH
3" LAP m PAPER
HORIZONTAL LATH
& PAPER DETAIL
_1116" ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SI CS.) OR
WOOD SHEATI-IING
OR CMU
WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
8° THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB d TAPE OVER
ROOF/WALL SCREED
5"X5' "L" TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
5 „L" FLASHING
N.T-S.
4'x4' SELF -ADHERING MEMBRANE —
FLASHING (COMPATIBLE W/ HOUSE 4+
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
I' OR LESS PIPE
PENETRATION
CUT AND OVERLAP ONE SIDE OF-'
SELF -ADHERING MEMBRANE
FLASHING
cJ7EP "1
INSTALL FASTENERS (Cl
STRAPS, STAPLES) AS
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
3A I
N.T.5_
6'x6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
STEP 02 FFLLASHING LF-ADWERING MEMBRANE
WRB LAYER NI,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
Ill SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
G.V. FINISH (SEE TYP WALL SECTION)
NETfRATION
PER SECTION IIII
E7dmlar Mina OW p1mi IrIG
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
TAIL (PRANI )
Reviewed for Code
LEGEND
Compliance
Universal Engineering
Sciences
DRAINA(�i;E 1=)LANE (UJRB
LAB rER 1*11 STUCCO ujl;RA1 )
WR3 '—'—.— — —
5UILDING 1=Af=E1R)
1`1ETAL LATH X X X X
4.
STUCCO L -A
a
WOOD OR -1/1ro" ZI1= WALL
5HEATHING
SELF-ADHESIVE FLASHING — — — — — NOTE:
1�IETAL LATH: LATH TO 8E fi=ER SECTION
R103_�_1 / )4ST1„I C-841-14a, 1'1IN. 2.5 L55_
i=E R 5Q. �rARD ( UT I L I T�' OR N01„1 INAL
LATH DOES NOT 1�'IEET 5RECIFICATIONS)
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 2 6 2021
Mill C. ANDEFWN
AR NO 17305
PRINT 2125
DATE: 02 / /
SCALE: 1/4"=1'-0" 1
SHEET
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
BACKER ROD
:X
I I
I I
I I
BACKER ROD
WRB LAYER "I,
STUCCO WRAP
DRYER
VE
INSTALL &' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO
L BOTTOM. 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Ya' CAULKING a JOINT
ALL AROUND
Exterior lathing and plaster
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIRBER
BUILDING PAPER
WOOD SHEATHING
LEGEND
DRAINAGE PLANE (WRB
LATER 01, STUCCO WRAP)
WRB LATER *12 (FORTF15ER — - — - — - — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR -1/16" ZIP WALL
SHEATHING
SELF-ADHESIVE SLASHING — — — — —
NOTE:
METAL LATH: LATH TO SE PER SECTION
R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS.
PER 5Q. `YARD (UTILIT1,- OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALLt\
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
/ NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
C. METER FIELD
:IFY LOCATION
'LY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
,11 - "� "�11" 11 ')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAI=
5ELOW
GUT SUCH THAT
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
1116' ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD 1/5' TEXTURED
CONSTRUCTION .FINISH a WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER a l' O.G. MAX
s' CMU
Yo' TO V Mil WALL
WEEP SCREED
"�... - ZIL
_
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
r�
_ % . TEXTURED
FINISH a MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER 01,
STUCCO WRAP
GUT "X' INTO
SELF -ADHERING
MEMBRANE FLASHING
STUCCOWRB YER 411,
WRAP
APPLY 60 MIN SELF -ADHERING
e GRADE 'D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP :.........
� WRB LAYER 02, FORTIFIBER
BUILDING PAPER
5TE F #3 #
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
I ELECTRICAL RECE-PTACLE
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA * 0003325
r
=11011
5 �
svBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH UP. C
ARCHITECT:
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE: 02/25/21
SCALE: 1/4"=1'-0"
SHEET
Y Y L 2
R
2194 H WY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SW3BDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
DdODEL
4EBB
"1828-CALI"
GARAGE SVaNG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHFECT
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT 2125
DATE: 02 / /
SCALE: 1/4"=1'-0"
SHEET
W A:3
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER "2 (FORTIF15ER
BUILDING PAPER)
METAL LATH
STUCCO
WOOD OR -1/1(0" ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING
WOOD CONSTRUCTION
BEYOND
WOOD SHEATHING —
WEATHER RESISTIVE
BARRIER "I
WEATHER RESISTIVE —
BARRIER '2
X Y; LAP SIDMG
6' REVEAL
6' SELF -ADHERING —
FLASHING
STARTER STRIP
DO NOT CAULK OR —
SEAL OPENING
GALV'D METAL
W FLASHING
I Y4 X W SIMULATED —
WO MEMBER
-I JVj
�— FLAF S SHING W' ING HERNG
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER '2
... / FLAB LFF- HERNG
GALV'D METAL
X' FLASHING
DO NOT CAULK OR
SEAL OPENING
0
b' SIMULATED
TRIM MEMBER
GAP W/CAULKING
'PROVED SEALANT
SIDING TO STUCCO
0 BLOCK TO FRAME
TRANSITION
WOOD CONSTRUCTION
BEYOND
WOOD SHEATHING —
WEATHER RESISTIVE
BARRIER'I
WEATHER RESISTIVE —
BARRIER '2
X T Ya' LAP SIDING
6' REVEAL OR
BOARD t BATTEN
i_l GCI G A, IGelli_
STARTER STRIP —
DO NOT CAULK OR
SEAL OPENING
GALV'D METAL
—
Z' FLASHING
HARDIE TRIM F'ER-
ELEVATION
STUCCO CASING
—
59AQ
6' SELF -ADHERING
FLASHING
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 02
e
6/ 6' SELF-ADHERNG
FLASHING
GALV'D METAL
'Z' FLASHING
DO NOT CAULK OR
SEAL OPENING
\\
HARDIE TRIM PER
ELEVATION
SEAL GAP W/CAULKING
7R APPROVED SEALANT
SIDING TO STUCCO
C BLOCK TO FRAME
TRANSITION
Reviewed for Code
93 Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & IAT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODE]L
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHffECT-
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO T7305
PRINT
DATE: // 02 25 21
SCALE: 1/4"=1'-0"
SHEET
WA4
IV
2xro SUB -BAND
W/1 "x4" NOTCH Q
END, WRAPPED IN
PEEL & STICK
DRIP EDGE
-1/5" TEXTURED
FINISH 10 WOOD
1/2" TEXTURED
FINISH 10 CMU
METAL FA
I1
II
II
II
1
f 1 2X6 SUS f
I 1
/ 1
/ 1\
METAL FASCIA 1 O
WRAP Ya' FROM 11
STUCCO, 1" FROM 1
WOOD WALL 1
� 1
EXTERIOR WALL 1
1
(FRAME OR CMU) 1
NOTE: NOTCH FOR 2X6
SUB BAND ONLY
1�\ f
( )ELEVATION.
LAN A
—ROOF KICK OUT REMOVED
11 FOR CLARITY
TROOF DECK (BEYOND)
\ 1\ DRIP EDGE, 1" OFF WALL
`(NOT INTO STUCCO)
�1/0" TEXTURED FINISH
/ WOOD, 1/2" TEXTURED
/ FINISH c CMU
2xro SUB -BAND W/1"
�x4" NOTCH a
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
-1/9' TEXTURED
FINISH o WOOD,
1/2' TEXTURED
FINISH m CMU
METAL LATH
JJOOD SHEATHING
DR CMU
,URS LAYER 01,
STUCCO WRAP (FRAME ONLY)
WRS LAYER 02, FORTIFISER
5UILDING PAPER
.FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING 5Y5TEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' - m"
SCABBED TO TRUSS
W/126 NAILS roll-8"
O.C. MAX.
2x SUB -BAND W/V2"x4"
NOTCH e END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL ® WALL
SUB _BAND I)ETAIL @i) WALL
W./KICK—OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY"x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY"x4" NOTCH ow
END, WRAPPED IN
PEEL d STICK
*ROOF CEMENT 5
ROOF EDGE
OMITTED FOR
CLAMTY
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
& LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEL
4EBB
"1828—CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
FEB 262021
MICHAEL C. ANDERSON
AR NO 17305
rscaar i 02 25 21
DATE: / /
SCALE: 1/4"=l'- 0"
81-M fE(yg�/TT j/pig
V V L �
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SLAB
3'-0"
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FMC-12X'
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21-811
28'-8"
15'-10"
FM-12X18
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,
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SLAB 1 1/2"
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1
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TOP OF
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5-0"
19'-0"
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2 V-4" 4'4" 14'-0"
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LO
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
:4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.111IINDICATES #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900
HOOK, BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND,
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1.4xW1.4OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. J�
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
I TOP REINF.
T.O.F. I'
SHORT
LONG
TE-1
8"
SEE PLAN
101,
(2) #5's
(+)0'-0"
FM-12xl2
12"
CONTINUOUS
12"
-
(2) #5's
+ p"_p° IS
FM-12xl8
12"
CONTINUOUS
18"
-
(2) #5's
(+)0'-0" j
FM-16x18
16"
CONTINUOUS
18"
-
(2) #5's
FMC-12xl8
12"
CONTINUOUS
18"
-
(2) #5's
VARIES
F-24xi24
24"
24"
12"
s
s
(-)0"-4" -Ili
FOUNDATION PLAN
SCALE 1/4" = 1 -0"
SECURE A/C SIMPSON WB
CONC. W
STRAP / UNIT ROLL STRAP OR
(2)-3/16'X2' EQUAL 2 EACH
CORNER ❑F
TAP -CONS UNIT
CONC, SECURE STRAP TO
SLAB UNITS W/ (2) #Bxl
1/4 SHT MTL
SCREWS
A/C CONNECTION
TO PAD DETAIL
194 H WY A1A, SUITE 30
NDIAN HARBOUR BEACH
FLORIDA 32937
PH: 321-802-3591
www. a bd esigngroup.corr
AA #: 0003325
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I�.
31
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a
SVHDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1 i
MODEL:
4EBB
"1828-CALI"
GARAGE SWING-,
LEFT
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORID;,
FEB a 6
MICHAEL C. ANDERSON
AR NO 17305
PRINT 2125
DATE: 02 / /
SCALE: 1/4"=1'—O"
Reviewed for Code SHEET
23 Compliance
Universal Engineering
Sciences Sl
Z STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
o}a SPACING REQUIREMENTS
m r
m lL
U
00
C J
u Z 8" CMU WALL
O m
o +
M a • TOP OF
s � • q
° SEE SLAB SCHEDULE
EXT. PORCH SLAB iH
4" CHAMFER (1-STORY)
W! 1/2 6" CHAMFER (2-STORY)
JOINTAPPLICABLE) ZSEE SCHEDULEFOR WxD, BAR SIZE
NAND BAR QUANTItI
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
EXTERIOR MONO -FOOTING
BOLLARD
L\WS.
PLATE A MIN. OF 48"
AW/ 16d COMMON
NWS 4" O/C BTM.LC R OVER STUD2xWOO EARINGWYP No 2 UDS SEE
PR SPACIN . INGLE
BE TO BE PT.PDBL. TOP PLAT
2"CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
SECURE FLANGE TO
SLAB W/(4) 114" X 21/4"
TAPCONS
SCALE: 3/4"=l'-0••
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCK G
5RE B . PLATE TO
LA / d MASONRY NAIL
TAGGERED.
IONAL METAL
NECTORS NOT
QUIRED WHEN NO
UPLIFT IS PRESENT.
-SEE SLAB SCHEDULE
'TOP OF SLAB
q.
°
SEE SCHEDULE
FOR WxD; BAR SIZE
D BAR QUANTITY
INT IOR FOUNDATION OD WALL
9 SCALE:3/4"=1-4' (NO LIFT)
z_ J.
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Q LU
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va Q
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Z
co
TOP OF SLAB
q
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W/ 112" ISOLATION a ` 6" CHAMFER (2-STORY)
JOINT (WHERE a 6 SEE SCHEDULE
APPLICABLE) Z FOR WxD, BAR SIZE
AND BAR QUANTITY
N
2 EXTERIOR MONO -FOOTING
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6
SCALE: 3/4"=V-0"
Nea',
STEEL REINFORCING IN GROUTED
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h:
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g "ISOLATED" COLUMN PAD
°. CENTERED UNDER WALL AND
co
POURED MONOLITHICALLY WITH
r ---. ' • FOUNDATION AND SLAB
q _
° SEE SC ULE
• • FOR WxD, BA SIZE
AND BAR QUAN TY
MBINED EXTERIO MONO-
OOTING AND COL. P
30"
MIN. EACH WAY
MONOLITHIC FOOTING
vP
p p
Po
p
p p y
111Q • P.
P FM
'•Lp. _
P , CORNER BARS, SAME SIZE AS LARGER BAR
v pl IN FOUNDATION WITH 30" LEG EACH
WAY AT ALL CHANGES IN DIRECTIONS
..p v SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
I+ L
'I" CONTINUOUS STEEL MONOLITHIC
CFOOTING REINFORCEMENT SEE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
MONOLITHIC FOUNDATION
3 CORNER BARS DETAIL
SCALE: 314"=1'-0"
AP TOP PLATE A MIN. OF 48"
A NAIL W/ 16d COMMON
NAIL 2-ROWS, 4" O/C BTM.
-VERIFY HEIGHT
LAP TO CCUR OVER STUD
OF WALL W/ PLAN
2x4 OR 2x6 D BEARING
-PROVIDE BLO NG
WALL W/ SYP
No 2 STUDS SEE PL S FOR
E R PLATE TO SLAB W/
SPACING. SINGLE BT LATE
1! "x DGE ANCHOR W/ 2"',
TO BE,P`f. PROVIDE DBL. OP
R SET IN HIGH STRENGTH
PLATE
XY 5-1/2" EMBED. MIN. @ 16" OC
SIMPSON SPH4 OR SPH6
AX.
BTM AND TOP PLATE
ANCHORS W/ 10d x 1 1/2"
COMMON NAILS FILL ALL
HOLES, DO NOT USE 10d
LU
x 3"
of
-SEE SLAB SCHEDULE
Q
TOP OF SLAB q . •
° a, -
d.. 8.
..•
EQ. EQ:
-SEE SC ULE
FOR \P BA IZE
AND BAR QUANT
INTERIOR CURB
FOUNDATION WOOD WA
SCALE: 3/4"=V-0"
(W/ UPLIFT)
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
,07
2X WALL FRAMING
1/2"DIA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16" O.O. VERTICALLY MAX
INTERIOR FRAME BRIG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"=V-0"
FOR
N RY
SET
EV:
RECESS AROUND GARAGE
DOOR OPENING
SCALE: 3/4"=V-0"
LAP TOP PLATE A MIN. OF 48" ---__
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
SECURE BT. PLATE TO
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT.
W
W
SEE SLAB SCHEDULE
TOP OF SLAB --d-�
A
QAND
SEE SCHEDULE
OR WxD, BAR SIZE
BAR QUANTITY
(�,�INTERIOR CURB
FOUNDATION WOOD WALL
SCALE; 3/4"=V-0" (NO UPLIFT)
Reviewed for Code
Compliance
Universal Engineering
91 Sciences
?194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591-
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FEB 2 6 2021
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MICHAEL C. ANDERSON
AR NO 17305
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PRINT DATE: 022521 / /
SCALE: 1/4"=1'—O"
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10'-0"
T-0"
14'-8"
18'-10"
25'-10"
2194 H WY A1A, SUITI
1 INDIAN HARBOUR BE
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PH:321-802-359
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DOWEL
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0 MPH EXP. C
ARCHITECT
STATE OF FLORID :.
LANDERSON
FEB 2 MICHAEL C. AR NO
PRINT 2125
DATE: 02 / /
SCALE: 1/4"-1'-0" s
SFMET
S 1
TIE VERTICAL REBAR
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REBAR W/ 10" HOOK
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6" PVC CHASE
—
THRU FOOTING
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FOR INSPECTION
0'-0" FIN. FLR.
TIE ERTICAL REBAR
TO HORIZONTAL
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BAR SIZE
48 BAR DIA.
#3
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#4
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#4
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#5
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#6
36"
#7
42"
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O
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4 SCALE 3/4"=1'-0"
REINFORCEMENT
PER SCHEDULE
NG
#5 BARS
a �01
• o
a` CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
• MASONRY SYMBOLS
3 SCALE:3/4"=1'-0"
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT*
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
FEB 2 6 2021
CHAEL C. ANDERSON 1W6
N
AR NO 17305
PPRINT 02 25 21
DATE: / /
SCALE: 1/4"=1'-0"
SHEET u///may ///��\\
S t e 2 L�
FRAMING NOTES
/:x�—�'nn/n���o��v,�~�x
1. U,N.O. ALL STRAPS FOR ROOF TRUSSES TO BE �
CONCRETE TOWOOD ROOF: S|MPSQNHETA16W/(A)1Odx11/2"HDGNAILS.
CONCRETE TDWOOD FLOOR:
S|MPSONLTA2W/(D)1Ddx1 1/2' HDGNAILS, WOOD TOWOOD:
S|MP3DNH10\ORLGT2W/1Udx11/2"HOG NAILS, FILL ALL HOLES,
2.ALL PLYWOOD FOR WALL AND ROOF SHEATHING | TO BE PER FASTENER
SCHEDULE
3.ALL PLYWOOD FOR FLOOR SHEATHING SHALL BEPER FASTER SCHEDULE
MEETING THE REQUIREMENTS OFAFE-01ANDAPPUED|NACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS. �
4.ALL NAILS FOR TRUSS TOBEAM AND TRUSS TOTRUSS METAL CONNECTORS
ARE TO8EGALVANIZED. �
5.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONCAST-CRETE'
CONNECTERS ARE TO BE GALVANIZED.
6.LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ONC8S['CKETE
CONCRETE LINTELS.
7 BOTTOM OFLINTELS ARE TOBEPLACED ATTOPOFWINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8.LINTELS SHALL HAVE 4'NOMINAL BEARING (4'').
Q.THE TRUSS FRAMING SHOWN |SSCHEMATIC |NNATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S RFV1EVVAND
APPROVAL
18.PLACE 2x4PTTOALIGN WITH TOP AND BOTTOM CHORDSOFROOF TRUSSES
SECURE 2xMEMBERS TOWALL WITH H|LT|X-ZF.POWDER ACCTUATED
FASTENER, ZF72p833O_1T7"°x27/ WITH WASHER@1H"[).O.
11.TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ONEACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12.WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13.ALL ELEVATIONS ARE REFERENCED FROM [y'0".FINISH FLOOR, UNLESS
NOTED OTHERWISE. �
�
�
:BEAM SCHEDULE
RRR= INDICATES OPENING BELOW/ T.O.B_ =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL IT.O.A. =TOP OF ARCH/ T.O.S =TOP
OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
REINFORCEMENT
STIRRUPS
MARK
DESCRIPTION
fc
SIZE
REMA�KS
(psi)
W'xH'
L
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8X8
N/A
GR�UTEO
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Reviewed for Code
Compliance
Universal Engineering
91 Sciences
14 3 1
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
Ilk
k110
Mi
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
30" TYPICA
#5 BAR IN BOND BEAM -
CORNER
REINFORCING OF BOND BEAM
SCALE: 3/4"=l'-U"
NOTES TO THE INSPECTOR/CONTRACTOR ,YP.B'xa -
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING—
�,CN PLACE STEEL HEIGHT
OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8"x16" cc
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
0 / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THI} STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINU06S THROUGH THE 1#5
TOP OF THE LINTEL. 8"
6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
8xl6 DBL. BOND TOP OF
BEAM W/ (1) #5 BAR BOND BEAM
EACH COURSE
G 8x8 BOND BEAM —! TOP OF
• Oe��\�, W/ (1) #5 BAR BOND BEAM
F F = FILLED W/ GROUT
I �O U = UNFILLED GROUT SOLID FROM -- TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
_VI/l WIDTH # OF #5'S, IN BOND BEAM, IF FILLED LINTEL.
BEAM COURSEE SEE NOTE 5
N �� 16-1 T/1 M/0 B 8x8 PRE -CAST CONCRETELINTEL Wl ) #5 — NOMINAL —�� LENGTHOF BARB WI DTH OF MASONRY
Q� HEIGHT ; #OF#5'S,TOP OPENING-2" t' BEAM DESIGNATION
$ 2
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE � OR
THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM /*OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
AND XFXX - 1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (IL REFER
IT IS THIS ENGINEER'S INTENT
TO PLAN FOR LOCATIONS TOP �,_
AND XUXX - 1Tl1 M/DS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
OF OPENING
LINTEL
�-
AND XUXX - 1T/OM/DB INDICATES A SINGLE BOND, BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
WINDC
PRE -CAST
WINDOW
SILL
LOPE
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
taReviewed for Cod@COmPfiance
universal EngineeriN /
SCiences
2x4 (MIN 2 X 3)1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK
SIZE.145 MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4") 8"
FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END
EMBEDMENT
SINGLE #5 CORNER
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO
FILLED CELL
7/16" OSB SHEATHING
CMU WALL
ARCHWAY FRAMING DETAIL
SCALE: 3/4"=P-0"
STEEL REINF. OF
BOND. BEAM
ROVIDE #5 BAR
S EACH SIDE
STEEL REI:47
O LEVAT
BOND. BEACHA E
CHANGE IN
ELEVATION OF BOND BEAM
13r1Al F
;i iTRDIV.� LOT:
is CREEKSIDE
:
PHASE 2
I LOT # 12 6rym
' PROJECT* _
04321.201 126R1
MODEL:
4EBB
"M
"1828-CALI"
GARAGE SWING:
LEFT
i
DETAILS
r
i
r7.
rt
6; lI MPH EXP.
ARCHFECT
ATE OF FLOP P't
FEB262021
MICHAEL C. ANDERSON
AR, NO 173n
PI NT 2125
DATE: 02 / /
i SCALE: 1/4"=1'-0" I
SHEET
DL /j
Imo/ f V O 11//// 4
� li I..
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS IT SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFPELOAD
LF
SAFE
LOAD -�
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
Bl8-0B
16-lrroe
01rro6
1r/OB
1TroB
2-1rroB
TYPE
LENGTH
IN
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
am -IT
8/16-1T
WO -IT
8r24-1T
&28-1T
8/32-1T
6/8-1B
16.1T/1
tthB
1T/1B
&1T/1B
-lT/1B
e/a2T
8/16-2r
&20- r
aa4-Zr
an6-Zr
8W.rr
3'-0" PRECAST
1436
962
3114
4217
5321
6426
7531
3'-0" PRECAST
689
1024
3'-0" PRECAST
1569
3524
4394
5263
6132
7001
2465
6113
6385
7708
9031
10000
1569
3524
4394
5283
6132
7001
4'-0" PRECAST
1065
7W
2305
3125
3945
4765
5587
4'-0" PRECAST
514
763
4'-0" PRECAST
1363
3000
3815
4570
5326
6079
1961
6113
7192
6524
7627
8751
1363
3080
3815
4570
1 5325
6079
V-6" PRECAST
819
533
1770
24M
3033
3866
43M
4'$" PRECAST
398
591
4'-W PRECAST
1207
2582
3375
4043
4711
5379
1025
5743
7547
6752
6541
7585
1207
2707
3375
4043
4711
5379
5'�" PRECAST
937
1247
1999
2560
3123
36M
4249
5'-4" PRECAST
411
411
5'-4" PRECAST
1016
1806
2374
29"
3513
4084
1319
4480
7198
7342
5780
6259
1016
2276
2638
3390
3901
4084
5'-10" PRECAST
817
1024
1631
20M
2549
3877 009
3470
5'-10" PRECAST
340
339
5'-10" PRECAST
909
1499
1971
2443
2915
33U
1161
303
5
6036
am
5"6
929
2080
2593
3107
3620
4133
IT -an PRECAST
692
1139
3227
3031
3707
4383
5061
6'-8" PRECAST
410
721
61-6" PRECAST
835
1201
1578
1955
2332
2709
1139
32V
4598
7054
10000
8825
835
1868
2329
2790
3251
3712
T-0" PRECAST
570
938
2498
2205
2MB
3191
3685
7'-0" PRECAST
303
534
7'-6" PRECAST
716
900
1181
1462
1743
2025
938
2498
3406
4864
7007
6472
727
1624
1 2025
2426
2827
3228
V-4w PRECAST
428
833
1593
2204
2481
2818
2821
V-4w PRECAST
192
384
9'-4" PRECAST
464
586
767
948
1129
1310
639
1674
2298
3081
4099
4899
672
1318
1643
1969
2164
2519
10'-0" PRECAST
388
487
1247
1767
1904
2183
2028
10'-0" PRECAST
151
301
10'$' PRECAST
356
468
612
755
899
1042
M D
1407
1897
2781
3222
3784
504
1180
1472
1763
1710
1989
11'-4" PRECAST
330
544
1312
1742
2252
2666
3630
11'-4" PRECAST
132
417
11'�" PRECAST
430
406
530
6M
777
872
544
1312
1742
2252
2888
3662
466
1042
--
1372
1643
1470
1710
12'-0" PRECAST
308
5C7
1210
15%
2048
2586
3191
12'-0" PRECAST
111
370
12'-0" PRECAST
383
366
476
567
698
783
507
1210
1598
2048
2586
3171
440
940
1300
1500
1314
1476
13'�" PRECAST
270
433
1045
1365
1732
2167
2535
13'�" PRECAST
82
298
13'-4" PRECAST
3W
303_
3W
484
576
645
414
1045
1365
1732
2316
2605
MS
780
1057
1312
1071
1203
14'-0" PRECAST
254
388
978
1272
Iwo
1988
2279
14'-0" PRECAST
71
293
14'-0" PRECAST
279
278
360
443
me
609
390
978
1272
low
1950
2389
378
717
981
1192
975
1133
14'-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'$" PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
422
506
628
746
865
4M
1079
1429
1824
2277
2712
246
063
980
1237
1474
1715
16-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
16-40 PRESTRESSED
N.R.
252
15'4" PRESTRESSED
224
387
464
574
684
793
412
1014
1340
1703
2118
2513
230
616
908
1134
1353
1572
1T�" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
"
17-4PRESTRESSED
N.R.
183
"
iT4PRESTRESSED
187
328
365
461
587
880
300
856
1121
1413
1739
2047
192
506
_
720
501
1135
1312
19'14" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19'-4" PRESTRESSED
N.R.
148
19'-4" PRESTRESSED
16.2
26e
348
4W
513
50
2W
73s
959
12W
14W
1716
IN
429
w
am
No
logs
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21,-4" PRESTRESSED
N.R.
125
2V-4w PRESTRESSED
142
219
308
381
464
527
180
598
833
1038
lies
1468
142
373
537
MO
816
943
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0" PRESTRESSED
N.R.
116
-0"
22' PRESTRESSED
137
226
290
359
428
497
105
550
784
992
1203
1381
137
358
513
659
779
900
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
24'-0" PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
360
418
129
450
654
824
1014
1147
124
319
4W
581
687
793
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
AND CASTCRETE MAY 2015 EDITION.
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #. 19-0130.13
EBReviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
FEB 2 6 2021
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT
DATE: 02 25 21
SCALE: 1/4"=1'-0"
SHEET
S 2 e 2
n:]
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE '',
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ' x 2 7/8" LONG, WITH (WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13, ALL ELEVATIONS ARE REFERENCED FROM U-011,IFINISH FLOOR. UNLESS
NOTED OTHERWISE.
14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING
SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC
PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE
INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY
REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN
THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE
ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS
WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO ASTEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
ENDJACK
GI
RDERSTRUSS
TRUSSES Irti
Wl2X6B0TT0M
BOTTOM CHORD
CF
ORD
B NAILED TO
DIAGONAL
BOTTOM
BRACING/BOTTOM
Y
W/MIN (4)10dVN
CHORD BRACING
OR EACH
CONNECTION
A DISSIMILAR BOTTOM CHORD BRACING @ END
TRUSSES W12X4
BOTTOM CHORD
DIAGONAL -/
BRACING/BOTTOM
CHORD BRACING
DISSIMILAR
GIRDER/TRUSS
W/l BOTTOM
CHORD
2x4 SCAB NAI LED TO
TRUSS BOTTOM CHOR
W/MIN (4) 1Od NAILS
FOR EACH CHORD
CONNECTION
M CHORD BRACING @ MID RUN
1
CONNf CIOR SCH EDOLE
i I.SlY.LOA11'. D1/L>Ruzu
MheNUSP
SIMP5ON
MITNE Um
SIM
N
OR
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASIINLII
FASTENER
ETA 1618
idle
META IN
1458
(2)100 X1]/TI 1-PLY, p116d FLY, Fill
(9)ME x 1112"1-PLY, I6) 16o 2 PLY, EMBFDd"
(21 H. 1F18
z43D
(1)NUMA-15
REVS
(12; UG x11/)"I-PLY, EM8ED4"
(10)TRY K11/2 1PLY, AFRESH"
ETAl6
187D
'ETA -IS
1810
(IV)Nd%11/2.(9) led 2 PLO EMBED 4"
(9)MEx11/2' I PLY, IS) FEE 2 PLY, EMBED4"
HTA 20
18I0
FETA 30
(101 led x11/a (8)1EtlNTR EMBED4"
let 10d x 11/2' 1 PLY, IF) FEE 2
O zo
zwO
Iz)HfrA-zo
2011
2SQU
(lGR lOdxll/1]PLY EMBED4
(10) 1W xRU2 LED EV!BFS4"
zsoD
f1u11ea z.PLYEMepon
(10)16d 2-PLY. FMBE00REED4-LY.EM8fD4"
I
111
165E
LOT 2
188E
SIR (5)114x3 Wel Andors, WOOD (16)Too
(1)-1/4'x21/4 TITEN, WOOD(161 ISE
LUGHN
3380
LGT3-SDSz.S
HARD
POICNIC(4)3/8°%5 All"INFAnihor WODD(IIj W95
(12)SDS 1/4'x3°TO GI FRED,(4)3/8" x 5' THEN HDT0WALL
DMA-20
2430
DETA420
2480
N) ]Do 111/21 PLY ALI ERNI USE OF(21.-10 ACCEPTABI£
(RBI- FIT x1112, I PLY ALTERNATE USE OF (2) HETA20 ACCE
ABLE
!
R1VGT15♦
394E
MGT+
396E
II)5/e"AT.R. IN X IG H STRE NGTH E FOXY (MIN. 12" EMBED),(22) 1W TO WOODI
(1)5/B"AT.R. IN HIG85TRENGTH EPo%Y(MIN 12" EMBED)(22)
Bid T0WOfA
YJG2F
95]5
XGT3♦
10690
.0.(91 led, MASONRY 2) vAl AT R
(2)AlAT.R. IN HIGH STRENGTH E PERRY (MIN, 12" EMBED),(16)
ROAR r0WY)CD
NUGT3♦
ERAS
HAi-N♦
RES,
WO0D(8) NITMA50NRY 12) 3l A.TD
(2)3/d"AI IF IN NOR STRENOTE IPOSY Dle. 12" EMSEDI(IS)
iW r0M1WD
tPTq
15 LU PARALLEL T0WALI
14]O PERPENDICU WRT0 WALL
LTA2
12111 PARALLEL
1210 PERPENDICVWR
WALL
10 WALL
TO
(10)No x 1112
(10) led x 11/2'
MV6i15
994E
VGT
4940
(1150VAR.IN HIGH STRENGTH EPO%VtMIN,12'Edl(4)Uld TOP/(6)WE FACF/(R) FOR BACK OFTRUSS
(1)5/B"0.T. 1 IN HIGH STRENGTH EPDXY (MIN -12" EMBED), IN)
SD51/ak3°
XU6i
9575
(2)V6l
]i85
(T)5/H"Af 0.1 HIGH STRENGTH EPDXY(MIN. HE EMBED)(8)]M
(2i/8"AT.0.IN HIGH STRENGTH TEARY (MIN-12"FEAR Sf,
32)SOS]/4
k3"
MTW 12
965
MTS-12
SIR
(HU dx 1112 ,(14)led
(14110C x1 TQ
HTW16
1355
ETE1N
File
(NJ Nd X11/E',p6)105
(161 NoX11/2"
XTw zO
135E
HTS-2)
1310
(PAT R od X v/2,(20)30C
Rol aDo xl]2"
ETBe 24
R355.
HTS.z4
1310
(24) IOB X 11n•.a0) RDA
(24)10C x 1112°
LSTA12"
SET
LSTA-l2-
BOB
(LRIFOR
(I0)1W
l5TA l8.
123E
LSTA_N_
123E
lHill1DV
(14)1W
MSTA-18't
1310
!F11-1.-
131E
('A)1M !
(1411.
MSTA-241-,
1640
MSTA-24h
1640
(lAI1W
THU 1W
Pp
META 30ff
1161
MSTPdONN
20,
(2211W.
(22)1W
MSTAAI
2065
MSTA 36x1
111
(96I ILA
(Ill
Y*C§1L
XSTI236
2765
MSTl AF
38V0
IRS) 1W%11/2
(86)lot xA 1/2"
%T1I248
Bill
NI
5010
(48)iodX"/z
(48)IVex,ll/z"
.A6
1 9W
E6
RUSS
(FEET Ed x l IRS 'I (IS, "1
(3) Bd TO PLATES, (9) Ed TO STUDS
SPT4
8IS
RM
8z5
163 NA TO STUDS to) 10CTO PLATE
(6)10tl x 11/z'TOSTUG
MP34
52S IN IT SNlM%
A14
430
l4)8dx11/2"TOBEAM,(418dx IA TOPOST
(4)8di 11/2" TO BEAM, (4) Ed x l l/2'TO PONT
-
FROM
6.
HIPP
SER
(10) 17g 1112' TO T ROSE, IRR BOd X l Tel PLATE.
111)1. RI FOR
BIT.
lO2D
Fled
ISHO
BRID-11/2''DOTRU55,(8)ROtl%1.1/2"TOPLATE
(IS)1W%llVA.
PANTIE &PHD4A
4175
VGT8 FOUR
Bell
I DU ME TO TRUSS, (10) WEE WO0D SCREWSTO P05T W/51V THREADED ROD
(16)-SUN 114'x3"T0 WOOD, 1101-SIX 114'x2 1/2"WITHR
D ROD, II
NUTS/WASH EM PLY
MU9Tli&P.WA
4175
STUFF &TROY
1940
ORBIT TO TRWSS,(I0)W53.00.W HEWITO POT W/51Vi-PEADED ROD
(ISHBUS 1/4x3" TO WOOD, (1) 31 STU D BOLTS W/ TRIP
RED ROD,()
NU' TS/N/ASHER/2PLY
PALL.
IB35
6005
ABV4A2
21.
7750
(1)5/e"AIR: IN H IBM MAS NGTH E PDXY, MIN. T EMBED) IN C08C„(12)HER TO WOOD
(1)518"ATA. IN HIGH STRENGTF EPDXY, (SHUT T' EMBED. 1111
CON0, I})
1. TO WOOD'
PAVW
245E
16005
ABU662
21W
1820E
(19 5/8'AT.R.I N HIGH STRENGTH EPDXY, .(MIN.O" EMBED) IN C0NC, 112)1Ed TO W00D
(1) S/B A T It.INH[OF STItENG IY EP0%Y(MIN. O" EMBED)
IN CONC.,(
)RCM TO WOOD
THEIR-
120E
FOIST.
FAR)
(IF 3/4"AT.8.1)J HIGH 51'RE NGTH EWAY, (MIN .]" folIN CORD,(B)1W TO WOOD
(1) Al A.T.R. IN HIGH STRENGTH Ell (MD. O"EMBE D 111
IONIC,(B
RW TO WOOD '
LTSRDl
11W
LTIBOR �>•
15W
in3/4'AT.R. IN HIGH STRENGTH EPDXY, (MIN .T'EMBED) IN C0NC.,(10)1M x l-1/2 TO W000
(1)1/2"AT.R.IN HIGH STRRENGTF EPDXY,(MIN.]"EMBFB)I
NNC, (1)]WT0WWD
FINE
41W
HR4
445E
(11 SOV'A.T.R.IIl HIGH STRENGTH EPDXY(MIN. T' fMEFOU IN IONIC .,(18) DENY X 21/2'
(1)SWA.TI, IN HIGH STRENGTH EPDXY IMIN, T' EMBED.)(
CONC.,(2
l6d%2T/P
XTFAS
SCOS
HUTS
'm
(L5/8"ATR.INHIGH STRENGTH FPO%Y(MIN.7"EMBEDIINCONC,(26)]6d%20°
(1)5/8"AT.R. IN HIGH STRENGTH EPDXY IMIN. T' E Ml I F
LONG,(!
16d X2 VY .
UPXDl1♦
1439E
HHD41 t-ITS
2N,
11810
(1)) "ATR.IN rIGHSTRENGTH EPO%Y,(MIN.IU'EMBfD)INCUNC., (24H W53WWDSCREWS
(])]'AT. R.IN HIGH STRENGTH EPO%Y,(MIN. 10"EMBED)^ICONC.,(
7
ISDS M"x2%'WWDSCPEWS
PER.
652E
HO]B
6fia5
(R)5/8"AB.INIHIGX STRENGTHEPDXY,(MIN]" EMBER) IN CONC TAW33wWD SCREWS
0)]/8'1A. BIN HIGH STRENGTH EPO%Y,(MIN.T'EMBED.)If0NC.,(313/4"STJDBOLTSTOWCUD
l'1).
IBM
(11O/8"gg:IN HIGH STRENGTH EPO%Y�1MIN.T'EMBED]INCONC.(3)]/8". 571TRECLTSTOWOOD
NFM35%12U
2580
0130
MBHA
356/1125
3d]5
°3'ID
(1)1/2"I B0LTWMIN 6 EMBED&N0T LESSTHAN 4" FROM EWEOFCOWW/3/A"DIADWRAMSET/REDXGII0)3/4'IAT
DRINA BOLTSLFIVE ANCHOR OR OFF RODIN S"EMBED INSTALLED IN WE.(14RUPOATIDIST
R.IN HIGH STRENGTH EPDXY,(MIN. All EMBED
FPO%Y(MA,. R5"fM0E0MENi)IrvCMLLIME(1830tl 1'
1E MINCIRCOTDP,(1)3/4'AT.
BEAM
RIYHIGHSTRENGTH
HUM121F
SITE
2010(1004)
Hu5CF F"
WOOD) I
3431
2635I!.)
3z20 (]25%)
(30) 16d TO X FARE R(10) FEE T 0WIX)D
(20) Me TO F EAGER, (10116d TO WOOD
332E (12.a%)
ND41014 (CMU)
]55B
30IF.(CMU)
EUC41O
]000
45Ad.WODO
x3"' W5- TAPPf RI,(]OH ]Dd TOWS(1O)iW TO
WOOD. LISP (2013/36 iAPWO
(18) ]/4xz-3/4..TITEN (9 PER FLANGE)TOCMU, (10] Red TO
WD
NDzl0.21F(CMU)
Fell
30M
IFUCz162
(CMU)
NOR
ASW
11A)1/4"x 3"' W 3SCREW 1, gFW 1O
WADOUSP 12D 3/16"TAI F(lI)lOdTOWWD
(13)1/4'x2d/4"TNEN (.9PER FIA9GEI T<1CMll, (30)1IXli
WOOD:
XD210-31F(CMU)
2195
501E
Euca1LL3
(CMU)
NOR
4500
TV) 0'. EARANXI 1Ltl TO
WOW USE (20)3/16' iAPPPR ,Q0 1W TO
(18)1/4x23/4' T"fN IS PER FLANCEITO CMU,(10) FLATS
MOOD:
LGUM26z
2125
606E
LGUM14-25
1430
559E
(4LI Al %4'doddl Bali Anchors, WOODFOWS3 WCODSI:REN'5
(4)3/8 x 41FTEN HDANCHOR5(2 PER FLANGE) TOCMU,(4)l/4%2.1/2
05SCRfW3TOWOOD
2X4 BLOCKING BETWEEN TRUSSES 24" O.C.
TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d
COMMON NAILS & SECURE TO BM. W/
SIMPSON LTA2 USED TO
S r BRACE TOP OF WALL. to I
o 0 1 U t�
IT
�I It
�, rI 9��
CJ1 ( EJ7 I - Ir--tr--Il - n CA
i
� a
1 _- - e%A
p CJ3 - 3B II II III II 11 II II 11 II II II I 1C II II p = CJ3
ATSS V( 10dJNAILS C6 OAll
1
CJ5 11 a ul n u n 1 n u = CJ5
1 (4" ROM A. EN )
1A `E 1A
3.1 f1 A14G
A10
0O U
0o
fa Aa N
0
A6 _ = LL 0
J Z
Z U
a A4 _ = O in
0
A2 PRE-FABRICATEDOF RO- - - - - z
TRUSSES 0 W O.C. MAX U
- AT
I I 1 I I
AT
to
hQ-'Q = 6
O
TRUSSESW/2X4 ', 0 p
00
BOTTOM CHORD' 1, �
€.
LL
U) Z
0 M
AGONAL 0
BRACINGBQTTOM I A1A = _ -__- _--- _ --- ---- -_ - O
_ 2
CHORD BRACING U
--
E - 22„x54„ ........ 7
ACCESS_ I I I I I
OU
09
m -
1A rl A"'I 0 U
LL
--- I ---- I---- I- --- I ---- I I __ 1 Z U
0 Ile
QM M 0
Q ON
- - - - - - - - - - - - - - - 1A O
1 c.>
m A3-- - -_-
1' I I 1 A
lL_'_A1 t; >5c GT
B1
- _ EJ2
{�$ B2GE -
7 8
FRAMING PLAN
SCALE: 1/4" = 11-011
aT
Reviewed for Code
Compliance
Universal Engineering
[B Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA # 0003325
'TNow
-_= e
I
ENT
F
I1�
f1 i
I
a
k'
11
Iold
9
rsciar i DATE: 02 25 21
SCALE: 1/4"=1'-O"
SHEET
S 3
ENGINEERED WOCD
TRUSSE
PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT
SHOP
"ROOF/WALUFLOOR
DRAWINGS FOR RE
VIEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE
6
9) 10d x 1 1 NAILS TO TRUSS
{ z � "ROOFIWALL/FLOOR
T USSANSIMPSON OR V\
TRUSS ANCHOR
ITH
NOTE`. APT SYP #2 2" x 4",
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING
10d x 1 12 NAILS
TO
6", 8" x 4'-0" MAY BE ADDED
(12) 16d x 1 If NAILS TO TRUSS FASTENER SCHEDULE"
GIRDER. PROVIDE
GI
5"
W/ 10d NAILS, 2 ROWS, 3"
DBL STRAP, 1 EACH SIDE WRAPS UP AND
MINIMUM CONCRETE
O/C TO FACILITATE ONE
OVER TRUSS (NOT SHOWN)
EMBEDMENT. USE
IN
ADDITIONAL PLY MAX. TO
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x4",
CONJUNCTION WI
-1
ACCOMMODATE GIRDER
(16) 10d x 3 �' NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED
HEAVY UPLIFT
TIEDOWN REQUIREMENTS.
(2) SIMPSON HETA16 TRUSS ANCHORS o�4W/ 10d NAILS, 2 ROWS, 3"
CONNECTOR
WITH (12)16d x 3 �' NAILS TO GIRDER "` O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
ACCOMMODATE TRUSS
1 x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS.
WITH 4 a" z 5" TITEN HD TO CMU AND 12 SDS
{) a { )
SEE ARCHITECTURAL ,,;F^"`
' �' x 2 J" TO GIRDER
2x SECURED W/ (3)16d� 4
B-(1)SIMPSON FGTR GIRDER TIEDOWN WITH
GALV. COMMON NAILS. " ENGINEERED WOOD
(2) z" x 5" TITEN HD TO CMU AND (18) SDS"x
1 X2 SECURED W/ 1Od TRUSSES @ 24" O/C,
1 x2, 2x WOOD FASCIA
3" TO GIRDER
GALV: COMMON NAILS ; SUBMIT SHOP DRAWINGS
SEE ARCHITECTURAL
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
12" O/C FOR REVIEW
2x SECURED W/ (31
16d
y
(2)12-" x 5"TITEN HD TO CMU AND (18) SIDS4, x 3"
AND APPROVAL
GALV. COMMON NAILS.
MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
1x2 SECURED W/ 1
d
GALV. COMMON NAILS
BEAM ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM
12" O/C
SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
SEE SCHEDULE
Y
A ALLOWABLE UPLIFT = U:1810 LBS; Li770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBO (2 OR 3 PL )
B ALLOWABLE UPLIFT = L:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
TYPICAL TRUSS/ TYPICAL ROOF
1a 1b 1C GIRDER CONNECTORS) SCALE:3/4"=r-0" SSHGRDER() CONNECTOR(S)
NOTCH DEPTH 1/4*D
t
HOLE EDGE >5/8"
Tf—<
HOLE DIAMETER
2/5*D SGL. STUD
OUTER 1/3OF
SPAN ONLY
BTM. —
PLATE
STUD NOTCHING
p AND BORING LIMITS
V SC/:LE: 1 1 /2"=1'-0"
EDGE >5/8"
HOLE DIAMETER
<3/5*D DBL. STUD
6-0" MAX (W/1X4)
OR 10'-0" MAX (W/2X4)
# 1100 UPLIFT SIMPSON —
HTSM20 W/10 j0d TO
TRUSS AND (4) 1/4"x21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/1010d TO
TRUSS AND (4) 1/4" x21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
—PRE-ENG TRUSS
— CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
4 MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4"=1'-0
1 x4 DIAGONAL
BTM. CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOTBE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
1x4 BTM. CHORD BRACING 6-0"O/C END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD /
INTERSECTION TYP. BTM. CHORD BRAKING
SCALE: 3/4"=1'-0"
12) 2X4 No.2 SYP DIAG.
BRACE W/ (3) 12d @ EA.
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
0'-0" TO 30'-0" (1) "X" BRACE
30 l" TO 60'-0 (3) "X" BRACE
(1) 'X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA,
SEE ARCHITECTURAL
PRE-ENG GABLE TRUSS
STIFFBACK (AS PER
TRUSS ENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2X4 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
SEAMS)
SECURE 2x PT. PLATE
TO BLK W/ 1/2" DIA.
ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
O.C. MAX
CONT. 2X4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
10'-0" O.C. MAX.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE:3/4"=r-0"
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2 ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
Reviewed for Code
Compliance
Universal Engineering
91 Sciences
ALTERNATE MATERIALS
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www. abd esigngrou p.com
AA # 0003325
SUBDIV. T:
CREEKSIDE
PHASE 2
i
LOT #126
F
PROJECTS P.,.
04321.201 126R1
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"1828-CALI"
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FEB 2 6 2021
WflAEL T.I. ANDERSSONAR NO)
;
t� is i 0
DATE:: 22521 / /
SCALE: 1/4"=1'-0"
SHEET
S 3. !_A
1
y
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.co n-e
AA #: 0003325
p
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r
h
I
SLTBDIV. 8e LOT:
CREEKSIDE
PHASE 2
{ LOT #126
PROJECT#
04321.201 126R1 t
MODEL:
4EBB
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]GARAGE SWING -
LEFT
DETAILS
�*160 MPH Ems'. .
ffeti Z 6 ZULI ""
MICHAEL C. ANDERSON
AR NO 17305
R21 b
4 DATTE:E: 02 /25 /
R ,�RMC. ,E: 1/4"=1'-0"
SHEET ,01
n
2x4 BLOCKING BETWEEN TRUSSES
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) -
TRUSS (DIAG- BRACE TO
COVER 5 TRUSSES)
0'-0" TO 30'-D" (1) "X" BRACE
30'-l" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS
(1) X' BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND
FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
CONNECTION PER
1x2. 2x WOOD FASCIA TRUSS MFG.
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d ENGINEERED WOOD
GALV. COMMON NAILS. TRUSSES @ 24" O/C.
1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
12" O/C AND APPROVAL SECURED W/ (2) 12d's @
MASONRY BOND BEAM EACH TRUSS
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
W/ HIP RETURN SCALE: 3/4"=1'-0"
SIDE VIEW
VTCR SPACING (1) AT EA(
ANn I?'-m n.
PRE-ENGINEER`Lj
VALLEY TRUSS CONNECTION
SCALE: N.I.S.
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #126
PROJECT#
04321.201 126R1
MODEI.
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHFTECT
STATE OF FLORIDA
FEB 262021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 25 21
DATE: / /
SCALE: 1/4"=V-0"
SHEET
3 e ICJ
GABLE END
i
A" GENERAL NOTES: ALL BE 314".
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TOAST M ^33 C33Pd'-. MAXIMUM AGGREGATE SIZE SHALL
STIR CTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND _ WOOD: A R c H I Y B c T s
PROVIDE fi%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ' NON -BEARING WOOD Wl.
�. .
-'�.♦.............��
♦ ♦
• •
I
I
•
_
•
♦ ♦
• •
• •
• i
•
• • •
• • •
•
May I , C
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
a
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER. DETAILS NOT SHOWN. '^
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314".
ALL WOOD FOR BEAMS
-
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2020, 7th EDITION
CRIPPLERS, SILLS, ETC.E
ACI 318-14, BUILDING CODE REQUIREMENTSPROVIDE
6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
ELASTICITY = 1,40E 000 f
DSI��
FOR'STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF
COLb-FORMEDSTEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TREATED PE
/GrG19 "`
SHALL BE RATED TO RE'.
ALL DETAI LS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORMWORK:
CORROBORATE TETRAH
April 19, 2021
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATE
-
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. LATEST
W/ DOT SHALL BE HOT C
& Development Services
:.
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
.CONTAINS MORE THAN 1
-Planning
ALL (DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
Building & Code Regulation Division
DRAWINGS,
FOLLOW WRIT -FEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FI
2300 Virginia Ave.
TO THE
THE AFFECTED PART
ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH H
ER NON STRUCTURAL ITEMS
WATERPROOFING, FLASHING,. SOUND ISOLATION, FIRE SEPARATION, OR OTHER
PROVIDE SOLID BLOCKII
Fort Pierce, Fl. 34982. -.
OF THE
WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING
'
THE
STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2.
(772)462-2172 -
-
--
ISC
D MPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION .PROCEDURES AND
UNTREATED WOOD SHAI
AT BEARING LOCATION:
RE: Permit # -
-SE
UENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH: D
D.R. Horton Homes
DURING
ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
�
WOOD TRUSSES
Creekside Lot 126
TEIVORARY
BRACING, GUYS OR TIE -DOWNS.
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
TO BE DESIGNED AND F/
' - - - - -
Response Letter -
THE
CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
BE SUPPORTED WITH 2" CHAIRS SPACED T-0"OC, EACH WAY.
STRESS -GRADE LUMBEF
RE
UIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
SEALED BY A PROFESSII
-. -
REINFORCING' STEEL:
For the above listed project, the plans indicate 7/16" roof Sheathing on Sheet SN1.
O
T
SCALE ODRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
WORK RK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
CONNECTOR PLATES SH
MEETING THE REQUIREN
- ;.
This is an error on the plans. The correct C3ll0ut Shall be 19/32" Sheathing thiCkT1ES5 and
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM. OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
- is ASCE 7-16 reference.
for Wind
DOIGN
LOADS:
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE ANI
the Correct reference pressures
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR METAL
II'
AND VERTICAL BARS SHALL LAP 6 x BARNO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
COMMENTARY AND REC(
-
ROOF:
LIVE LOAD FLOOR: LIVE LOAD 40 psf
REVIEW. -
WOOD TRUSSES.
20 psf TOP CHORD-nonconcurrent
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36".
- -
10 psf BTM CHORD -non-concurrent
#5 BAR - 30" #7 BAR - 42"
TRUSS MANUFACTURER
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH GUSSE
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGF
- - -
15 psf TOP CHORD 20 psf TOP CHORD
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SH)
(7 psf w/ ASPHALT SHINGLES) (10 psf wl No GYPCRETE)
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
10 Psf BTM CHORD 5 psf BTM CHORD
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SU
DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf
A _ � K-� BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO C -
HIP ROOF
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS `
ROOF WIND DESIGN PRESSURES
WIND:
DEAD LOAD SPEED =160 MPH 3-SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS FEAST
NET (GROSS) ASCE 7-16
(ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11)
LAYOUT, SPANS & ALL TF
ZONE 1 = 52.70 PSF. 62.70 ZONE 3 = 60.50 PSF (70.50)
LIVE
LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATIONOF EMBEDDED ITEMS
AFFECT THE STRUCTURP
ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80)
STORAGE:
20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS. 30psf, BALCONIES (EXTERIOR)
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER
- -: - -
ZONE 2n = 69.80 PSF (79.80) ZONE 3r ' = 83.80 PSF (93.80)
AND
DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
PROVIDE ENGINEERED S
ZONE 2r = 69.80 PSF (79.80)
VEHICLE
GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
MASONRY:
PLAN SHOWING COMPON
-
Should you have any questions; please feel free to contact me.
"A"= 4'-0" END ZONE DISTANCE
40psf
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONP
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
SHOP DRAWING REVIEW'
R MASONRY
E O, AS PUBLISHED BY
THE HURRICANE STRAPS -
Sincerely,
RISK CATAGORY: II
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND OMMENTAR
CONSTRUCTION'SCHEDL
APPLICABLE INTERNAL
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUST
-
t,
PRESSURE COEFFICIENT: +/- 0.18 - - - -
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTU
OF THE DELEGATED TRU
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN Sri" STRUCTURAL
SHEATHING EXP 1(24/16) or15/32" STRUCTURAL SHEATHING EXP 1
(32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32"
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND
EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'
OF GABLE END.
ROOF WALL/ FLOOR
ALL DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADEf'm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LO/ -
UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF, TIE BEAMS BEFORE ALL TRUSS TO TRUSS CC
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH - -
SHEATHING
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ATI28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3181,
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF8" TO 10". USE ONLY MECHANICAL VIBRATION Michael C. Anderson
FASTENER SCHEDULE
I WR TING BY THE ARCHITECT. TO CONSOLIDATE GROUT Florida Architect #AR17305
F�NDATIOW SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
NAIL REQUIREMENTS
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS :.
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
RING SHANK,
2 3/8"
0.113
170,00E
RING
(16-20RINGS
F1668d
RSRS-01
RSRS
SCREW SHANK
PER INCH)
8d
RING SHANK,
2 3/8"
0.113
F1667
PNEUMATIC
RSRS-Ot
SCREW -NAILS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO. -
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM: D-1557. TREAT ALL CELLS TO BE FILLED.
2194 Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802 359T
SO L FOR TERMITE PROTECTION. www.abdesigngroup.cora
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT. GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING.
SUCCESSFULC COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE hti Ip`
GE -TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE T
:LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
CO TRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
EXTERIOR SHEATHING
MINIMUM DESIGN BEARING CAPACITY, AND
STRUCTURAL STEEL:
USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT
BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
File- L,P
4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL. STEEL FOR BUILDINGS,
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6"O-C. AT ROOF SHEATHING
CONCRETE:
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM
C REEKS IDE
INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM
(INSTALLED PER MANUF. SPECS.) SEE DETAIL..
AND SLAB
A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE. SHALL BE ASTM A53/A53M, GRADE B, TYPE FOR S, Fy =
IN THE SHOP.
PHASE
-
2,500PSI REGULAR WEIGHT FOR FOOTINGS, -ON -GRADE.
35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED
3,000.PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB,
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
LOT # 1 2 6
Z =
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
OTHER BOLTS SHALL BE ASTM F3125lF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
ROOF SHEATHING ATTACHEMENT SPACING
ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2N, 2r. 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD
ZONE 3,3e, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD
J
zW
Z 0
= ❑
L7 W
YU
Z U
x
� O
z
z
a
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES
L
J
z /n
zW
zLU
CO W
Y
= d
�o
Z_
OD
NY
to
Lu
L) LU
Y
W U
00
(V �
O 0
co
I� BUILDING LENGTH U
CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT. BE PLACED. IT SHALL
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
NON COMPLIANCE WITH THE ABOVE.
POJECT
R#
04321. 201 126R1
MOREL'',-".
(� E B B
111828-CALI"
ROOF SHEATHING. LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
GARAGE SWING. �
A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY. EXPOSED TO EARTH (FOUNDATIONS) .
4
:
NOTEGABLES-DROP GABLE END & (1) ADD'L DROPPEDCONCRETE
B FOR 0 EARTH AND/OR WEATHER',
LEFT
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
; FOR #5 AND SMALLER
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
2 FOR #6 AND LARGER
C FOR CONCRETE NOT EXPOSED TO WEATHER
]PAGE:
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
3/4" FOR SLABS, WALLS AND JOISTS
BLOCKING PER NAILING SCHEDULE
1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
DETAILS
C8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @
E IN FIELD. UNT READED
GES&12"OC.
H
R MAX
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
FASTENER SCHEDULE
WINDOW
AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE
TYPE
SPACING
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
ix2 PT FURRING TO
CASE HARDENED COIL
GARAGE DOOR BUCK
1A' DIA
TAPCON MASONRY
8 Oc
1 12' EMBED.; 4" END DIST.,
MASONRY / CONC.
NAIL 1 1/2" LONG.
8". DID
TO MASONRY/GONG.
NO WASHER
FASTENER
1 1!2" EDGE DIST.
SGD, AL. EXT. DOORS
CASE HARDENED COIL
9" G
WIOIOR/ FASTENED
GARAGE DOOR BUCK
3/8" DIA. OR
1/2" DIA
T EXPANSION BOLT
" O/C (3/8" DIA)
4" EMBED.. 4" END DIST.,
1. PT, SEE NOTE 8
NAIL 1 172" LONG
RED
STAGGERED
IN MAS
INTO MASONRYlCONC,
TO MASONRY/GONG
.
24" O/C (1/2" DIA)
24
3" EDGE DIST
wI WASHER
�+ /+
CONTACT THIS OR SPACING
WINDOW BUCK
CASE HARDENED COIL
9"O/C
WINDOW/DOOR!FASTENED
METAL STRAP TO
1x PT, SEE NOTE 6
NAIL 1 V2" LONG
STAGGERED
INTO MASONRYICONC.
MASONRY / CONC.
( U•IRr,�INEE T
SWING
(2)3A8"DIA
TAPCON
1 112" EMBED, 8" END.
NON -BEARING WOOD
12"°
EXPANSION
24 O/C
4" EMBED. 4" END
BUCEXT K 2x SEE NOTE 6
NO WASHER
FASTNER
18 OlC
DIST, 1 1/2" EDGE DIST.
WALL TO CONC. SLAB
W/ WASHER
BOLL
DIST., 3" EDGE DIST.
2x PT WINDOW BUCK 0.138' RAF x 21/8' - : 9" O.!C 4" END. DIST., 1 V2"
PT TO STEEL COL., SEE W/ WAS STAGGERED EDGE DIST
NOTES
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4 PAF SHALL BE HILT( X ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5 FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W! TAPCONS OR. PAF TO THE SUBSTRATE.
Reviewed for Code
Compliance
Universal Engineering
Sciences
1.6-0 MPH
ARCHITECT -
STATE OF FLORIDA
FEB 2 6 2621
MICHAEL C. ANDERSON
AIDd a
�9�i"'n fir, 05
r.
DATE: 02/25/21
SCALY: 1/4"=1' — 0"
SHEET
TYP. EXT. SHEATHING ATTACHMENT
19
Planning & Development Services Department
Building & Regulations Division
' AMP
Product Review Affidavit
N11
FLORIDA PRODUCT
FL # or Miami -Dade
REVISION EXPIRATION
Product
Model # Manufacturer. Glass Description Method of Attachment
Building Design
Product Design.,
APPROVAL REVISION
DATE
Pressure
Pressure
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and
Non Impact
shown in elevations and installation details.For anchoring through frame into masonry
Doors
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
(+38)/(-48)
(+50)/(-50)
embed. Into substrate. Locate anchors as shown in elevations and installation details.
For anchoring through frame into wood framing or 2x buck use #10wood screws with
Sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown in
installation details.For anchoring through frame into masonry /concrete use 114
FL15353.2 IRS 12/31/2024 Vertical Mullion 5764 Non Im act
MI Window and ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/
Doors p 1" min. edge distance. Locate andiors as shown in installation details. (+38) / (-48) (+48.1 / (-48.1)
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
FL15349:1 R14 4/3/2023 Fixed Window 185 PW Doors Non Impact embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in (+38) / (-48) (+60) / (-60)
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 1 3/8' minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
fL15332.Z
R6
12/31/2024
Sliding Glass Door
Series 4Z0 Aluminum SGD
MI Window and
Doors
Non Impact
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
embed. Into substrate w/ min 2 1/2 edge distance. Locate anchors as shownm
+33 / -41
( ) ( )
+48.2 48:2
( ) / (- )
installation details.
FL20461.17
i
R6
12/31/2021
Opaque single
door with transom
som
Smooth Star
Therma-Tru
I
^ A
'1 !
1/4" concrete screw 6 edge distance @ head, 4 edge distance @ Jamb, 4 each side
of transom centerline to bucking. Fasteners spacing 15" o c
g p g @ / max. @head and Jamb.
Min. embedment of all anchors to be 1 1 4 „
/
(+36) / -47
+47 / -47
) ( )
_
I
FL16107.3
R13 (R14 )
12/31/2038,
PENDING APPROVAL
Double Garage
Door
o
16.2x7 73 W fi
Clopay
�/A
3/8 x 2-3/4 Hilti sleeve anchors 6 from ends'22 O/C
(+29) / (-35)
(+36) / (-42 )
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled
CMU with min. emben of 23/4", min. edge distance of 4" and min, end distance of 4".
'
FL8248.11
R20
12/33/2023.
Double Garage
g
Door (ALT
8024
Wayne Dalton
N/A
Max fasteners spacing "' " „
p g of 20 . 3/8 dia: X 3 Gong lag screws with 1 OD washers with a
„
1 9/32 thread penetration into seasoned d wood supporting
p structure.
N PP g
(+23) / (-35)
(+34:4) / (-38:3)
FL14170.7
R14(R15)
12 31 20Z3
/ /
( PENDING APPROVAL
o
Double Garage
Door ALT
Serves 170-175, 177, 180-
185 187
'
Overhead
N/A
3/8" Simpson Ti
ten / p en heavy dutyscrew anchor Z 3 4 embed
/ ed min 6 between Jamb
and bracket location. 2 3/4" min edge distance:
29 35
( )/( )
34.4 / 38.3
( ) (
w +
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with, at least 3/8" dia.
FL30310.1
R1
12/31/2024
Roof
IKO SHINGLES
IKO CambridgeN/Aabove
heads long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per
shingle placed.6-1/8" above the butt edge, approx. 1" And 13" from each end and 1/2"
each cutout. Drivenails straight so that nail head is flush with but cu
tting uttin
g
N/A
N/A
into shingle surface.
Miami -Dade approved corrosion risista'nt tin -annulari caps 1Z a. PP 1-1 4 ring p g
g
shank nails spaced 6 O.C. ' at all laps
p p and three staggard rows fastened 12 O.C. in the
�
.
field.
FL15216.1
R8
12 31 2023 �
/ /
Und rla men e t
Y
•
R of U20
hinoRo
Inte r
rw a p
N A
/
I
FL5259.1
R32
12 23 2023
U derl natelnt
Pol stick IRXE
Polyglass USA
NIA
self adhesive
-
-
FL17322.1
R7
12/31/2024
Underlayment
(Alternate)
WeatherMasterl0o
Atlas Roofingcorp
NIA
Self adhesive
_....
FL34546.1
R1
12/31/2024
UnderlaY te)
(Alternate)
Shield Granulated
Owens Corning
N�ASelf
.Self adhesive
.._-
�
FL27076.16
R1
3/28/2023
Y
(Alternate)
Weather Armor SB 1
APOC
NSA
adhesive
eSIVe
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
NIA
_
Install
a per manufacturers recommended requirements.
N/A
N/A
FL19567.2
Rz
9 21 zoz6
/ /
Off Ride Vent
g
(ALTERNATE)
MM I
MILLINUM METALS
WA
I
Install per manufacture
rs ers recommended requirements.
N A
A
N/A
FL33919.1
R1
12/31/2024
Soffit.
VariformSoffits
PlyGem
N
A
install per manufacturers recommendedrequirements.
(+31.6) / (-38.8)
(+157) / (-46.1)
FL15272.1
R4 (R5)
12/31/2023,
(APPROVAL PENDING)
Alt
Soffit (Alt)
T2
AI side.
Ny
1
A
Install per manufacturers
p recommended requirements.
(+31.6) / (-38.8)
(+75) / (-75)
� X
FL16293.1
R3
12 31 2021
/ /
Hurricane Panels
Less than 6' span
24 GAGE
Hurricane Storm
panel MFG.
N/A
1/4 x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
��
concrete / mason 2 1/2 min. edge distance 12' o c max, s
masonry, g / pacing. Can be headed
screw or all thread but with win nuts.
g
N/A
(+47) / (-53)
FL16293.1
R3
12/31/2021
Hurricane Panels
6 span or more
24 GAGE
Hurricane Storm
panel MFG:
N
/ A
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment"' m @ 1 3/4
concrete /masonry; 2 1/2 .min. edge distance, 12 o/c max. spacing. Can be headed
screw or all thread but with wing nuts.'
N/A
+45 - )
( ) / (50
Install ermanu manufacturers recommended
P d requirements.
9
FL17147.1
RS
6 27 2021
/ /
ZipSystem -
Sheathing.
Wall Sit@ athin g
Hu
NA
I
NA
/
NA
/
FL13192.2
12/31/2023
La Siding
P g
Cen lank
James Hardie
Building Products
g
inc
N/A
Reviewed for Code
Compliance
Universal Engineering
.Sciences.
Install per manufacturers recommended requirements.
FL1392.1
R7
1/1/2055
2 Story
1 Joists ( ry
Only)
Ff�l
ESR 1336
NyA
Install per manufacturers recommended requirements.
I
CONTROL
DATE 3,3021
,
i
a
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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W
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F.
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F [�
SUBDIV. de LOT:
ST LUCIE
COUNTY
MASTER PA
PROJECT#
MODEIt ��
EXPRESS
SHINGLE
GARAGE IRVING:
ii
i
r�
')O MPH EXP.
RIDA
F 'L30
P1
MICHAEL C. ANDERSON
AR NO 17305
4
03.30.21
DATET
SCALE: 1/4"=1'--0"
SHEET
P C 1, I