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STATE
OF FLORIDA
DESIGN
CRITERIA:
CERTIFIED BUILDING CONTRACTOR:
-nORIDA EUUING CODE, RESIDENTIAL,
7TH EDITION (2020)
-ALL LOCAL AND STATE CODES
DR HORTON
HOMES
-OCCUPANCY
—RESIDENTIAL, GROUP R3
1430
'CULVER DRIVENE
-CONSTRUCTION TYPE
-MIN. INTERIOR FINISH
— VB
— CLASS B
PALM
BAY FL 32907
-BASIC WIND SPEED
— Vult=160 MPH
I
Vasd=124 MPH
TEL:
(321)
733-7092
-EXPOSURE
_ C
FAX:
(321) 733-7972
-I-STORY RESIDENCE
-2—STORY'RESDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
MICHAEL C. ANDERSON
AR No. 17305
A.B. DESIGN GROUP, LLC'
2194 HWY AIA, SUITE 301
INDIAN HARBOUR BEACH, FL 32937
Tel: (321) 802-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
i THE BUILDER ASSUMES ALL LIABILITY FOR
-NTERPRETATION OF THE CONTRACT DOCUMENTS.
i
:T' ANY ASPECT OF THE CONSTRUCTION (AS
.DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
SIN 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
I INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
BFI's IN yYRITTEN/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.
SQ.F T. CALC.'S
LIVING
Mir, 80. FT.
GARAGE
430 SQ. FT.
ENTRY
Iro SQ. FT.
LANAI
80 SQ. FT.
TOTAL
2442 SQ. FT.
A/C VOLUME 164ii 6 GU. FT.
ABBREVIATIONS
REVISIONS _
ABV.
ABOVE
LAV.
LAVATORY
DATE
DESCRIPTION
01/26/18
A/C AIR CONDITIONING LUM.. LUMINOUS
CD'S ISSUED
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
0145/18
-- --
20111 % UPDATE
ALL ALTERNATE MFR... MANUFACTURER
AMP..
BD..
AMPERAGE
BOARD
MIN
M.T.
MINIMUM
METAL THRESHOLD
01/16n8
CD'S REISSUED
CL
CAB.
CENTER LINE
CABINET
MTD.
MTL.
MOUNTED
METAL
02/2148
SIDING ELEVATIONS ADDED
-
CLG.
CLR.
CEILING
CLEAR
N.T.S.
O.C.
NOT TO SCALE
ON CENTER
03rz6n8
Cp�$RE-1SSUED
04/I9/IS
FOOTING VISION PER M. BOWES
CONC.
CPT.
CONCRETE TE
CARPET
PL
P.B.
PROPERTY LINE
PUSH BUTTON
06/21n8
-
CD'S � ISSUED
CERAMIC TILE PH. PHONE
C.T. CER
D.
DRYER
PLT.
PLATE
DBL.
DOUBLE
PLYWD.
PLYWOOD
02n9/19
ADDED CURELESS FOOTER AT GARAGE DETAIL (FORT MYERS)
U.G.
DIA.
DUAI, GLAZED
DIAMETER
PR.
P.T.
PAIR
PRESSURE TREATED
02/224S
PLAN MAINTENANCE
03/28/I9
REVISED LINTEL SITE AT FRONT ENTRY DOOR
DIM.
DISP.
DIMENSION
DISPOSAL.
R.
RAD.
RISER
RADIUS
0412013
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL EATSON (MEL
DP.
DR..
DEEP
DOOR
R.A.G.
REF.
RETURN AIR GRILL
REFRIGERATOR
04/24/19
REVISED HVAC VOLUMES ON SOFT GALC SCHEDULE (MELE.)
D.S. DOWNSPOUT RM. ROOM
DTL
D.W.
DETAIL
DISHWASHER
R.O.
S.C.
ROUGH OPENING
SOLID CORE EXTDR
064249
ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL)
EA.
ELEV.
EACH
ELEVATION
S.D.
S.H.
SMOKE DETECTOR
SINGLE HUNG
06/21n9
ADDED LED LIGHTS a KITCHEN E 6ATH PER MARK EOWES
FQ.
EXH.
EQUAL
EXHAUST
SHT.
SHTHG.
SHEET
SHEATHING
01n9n9
ADDED STONE. OPTION ELEVATION G t D (TAMPA)
09/11n9
ELEVATION Y3' SIDING -ADDED LOUVER • GAME ROOF
EXT.
F.G.IFX.
EXTERIOR
FIXED GLASS
SH,VR.
SIM.
SHOWER
SIMILAR
10/25/19
ADDED OPT. B'-0' CEILING HEIGHTS
E.G. FUEL GAS SL SLIDING
FIN.
FLR.
FINISH
FLOOR
SL GL.
STD.
SLIDING GLASS
A'TANDARD
6/01/20
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
FLUOR.
PR. DR.
FLUORESCENT.
FRENCH DOOR
SWS
SHEAR WALL
SECTION
04i01/20
IM
REVISE ENKAVENT RADON PLAN DIMENSIONS
GA.
GA.
FOOTING
GAUGE
TEMP.
THK.
TEMPERED
HICK F.D GLASS
THICK
04/09n0
..OPT. -0' CLG. HGT. ADDED LED LIGHT IN FOYER
8'
�,/®
OPT, 8�-0' CLG. HGT. ELEVATION 'G'- REVISED HEIGHT OF ARCHWAY
.GAR. DISP.
G.Fa.
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
T.O.C.
T.O.P.
TOP OF CURB
TOP OF
05/06/20
ADDED ELEVATIONS V t 'M' (ORL)
-
6L.'
GYP. BD.
INTERRUPTER
GLASS
GYPSUM BOARD
' T.O.S.
TYP.
U.N.O.
TOP OF SLAB
TYPICAL:
UNLESS NOTED.
01/15/20
ADDED ELEVATIONS 'MG'-'MH'-'MS' (ORL)
H.B.
H.C..
HOSE BIB
HOLLOW CORE
V.P.
OTHERWISE
VAPOR PROOF
01/01/21
2020 FEC UPDATE
HDR.
HEADER
W.
WASHER
HGT..OR HT
HEIGHT
W/
WITH
INSUL. INSULATION WD. WOOD
TNT.
INTERIOR.
WDW.
WINDOW
W/H WATER HEATER
WIL
WROUGHT IRON
INDEX OF DRAWINGS
i
' ARCHITECTURAL SHEET # DESCRIPTION
PG
Cl—COVER SHEET
PG
GN— GENERAL NOTES
PG
Al —FLOOR PLAN
PG
A2C-ELEVATION "C"
PG
El —ELECTRICAL PLAN
PG
Pl —PLUMBING PLAN
PG
M1—MECHANICAL PLAN
PG
D1—DETAILS
PG
D2—DETAILS
PG
WAI -WALL ASSEMBLY DETAILS
PG
WA2=WALL ASSEMBLY DETAILS
PG
WA3—WALL ASSEMBLY DETAILS
PG
WA4—NOT USED
PG
WA5=NOT USED
PG
WA6—WALL ASSEMBLY DETAILS
STRUCTURAL SHEET # DESCRIPTION
PG
S1—FOUNDATION PLAN
PG
S 1.I A- D E TAILS Reviewed for code
P G
S 1.2 —DOWEL P LAN Compliance
Universal f_rgineenng.
PG
S1.2A—DETAILS
3cences
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
S3.113—DETAILS
PG
S3.1C—DETAILS
PG
SN1—DETAILS
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
a' 'jiamuv.
CREEKSIDE
PHASE 2
LOT #27
PROJECT# �
04321.200 027R1
MODEL•
4EBB
"1828-CALI"
GARAGE STnXG:
RIGHT
PAGE:
COVER
SHEET
160 M-L'H EXP. C
uiE-aT
STATE OF FLORIDA
MAR 19` 2021
MICHAEL C. ANDER,f)[4
AFC NO 17,10
c
I9ATE:E- 03/17/21
SCALE: 1/4"=1'—O"
SHEET
1 C 1
GENERAL NOTES
SITE WORK
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENT
IAL (I$BCR)
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE
UNDIER
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
FBCR 7TH EDITION (2020) UNO.
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL
2.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION,
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS
SHALL
BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT,
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOWORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND,
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTE
TION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE
WORK.
5. ALL BACKFILL AT STRUCTURES, SLABS STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS DISCREPANCIES OR OMISSION
IN THE
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED iN ACCORDANCE WITH ASTM D1557-2012 El. THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTIO
AND
IOR
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
5.
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CON
1CODES.
RAC I
OR
8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
COUNTY BUILDING AND ZONING CODES.
GARAGES AND CARPORTS
11. SWIMMING POOL, DECK, SPA AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
1.
GARAGE DOOR
DRAWING.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
C. DETAIL TORE ATTACHED TO PERMIT PACKAGE BY BUILDER
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT' TO NEW CONSTRUCTION. UPON COMPLETION OF THE
2.
AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
PURPOSES SHALL NOT BE PERMITTED. OTHER, OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP
ED WITH
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
THICK, OR 20 MINUTE FIRE DOORS
LESS THAN
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
1 3/8 INCHES -RATED
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
3.
AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE 1
AGRICULTURE AND CONSUMER SERVICES."
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN.
RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE
GARAGE:
4.
AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREAlBY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE ',
SEPARATED FROM ALL HABITABLE ROOMS ABIOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL A
LSO BE
PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION.
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SO.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
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 %z AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
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
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
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 SECTIONP2603.2
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS 1N ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
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-Cl063-19a & ASTM-Cl787.
3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT 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 AS DESIGN GROUPS
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 / CONTRACTOR'S 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 cod,IQ
Universal Engineer,nu
Sciences
CONTROL DATE: 12/10/20 (RM)
2194 H WY AIA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
"SGGI r. ac rrOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECIT#
04321.1'00 02'(R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE: Y. ,
�I
GENERAL
NOTES
160 MPH E w .
F
OF FLORIDA
J -
7A13NO
2021
z
MIIIN
°aiatl
DATE: / / 0317l 21 I
DATE:
SCALE: 1/4"=1' - 0"
SHEET G�T
JL V
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FSC R302.9.4
FLAME SPREAD AND SMOKE-DEVEL011i INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105
20 all
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90. : 0 3W,
FIGURE S301 2('P)
COMPONENT AND CLADDING PRESSURE ZONES
FLOOR PLAN
SCALE: 1/4' = I'-O'
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 BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/5' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE 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 BUCKING AND RO NOTES.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE OF R-13.
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
�M=m
m�r
Imp-, m�
NOW��®0
EXTERIOR MASONRY
WALL BRCS. HEIGHTS
10'-8° BRG.
11'-4' BRG.
SQ.FT.
CALC. S
LIVING
GARAGE
ENTRY
LANAI
1816 SQ. FT.
430 SQ. FT.
16 SQ. FT.
SO SQ. FT.
TOTAL
2442 SQ. FT.
A/C VOLUME
16411.6 CU. FT.
COWONENT AND CLADDING MILD LOADS
BAW MILD EVOSUIf FOR 3 SECOND G=
OPENNOS
AND TYPE
SOUNE
FOOTAGE
ZONE
W WH WIND M
FEMARKS
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 O.H.D.
56
5
25.1/-313
12'xI2' SOFFIT
1
5
313/-411
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3"
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DATE, 01/01121
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
7
Q
a_
Review
Con
Universal
DIM. VARIES
XRCH DTL.
SCALE: 1/2 = 1'-0"
DBL.
TOP
PLATE
I
BAR DETAIL
A SCALE: 1/2'=1'-O'
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
ODEr.iiiii.
4EBB
"1828—CALI"
Ca-ARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCM ECT-
STATE OF FLORIDA
r°,AR 19 2221
WCHAEL C. ANDERSON
AR NO 17305
PRINT DATE-
03 17 21
SCALE: 1 /4"=1' — O"
L
UAL EQUAL
SHINGLE -oo
DECORATIVE
FOAM DRAIN
�■
TILES
9p" RAISED
-
�f��- ` /0 w
EQUAL EQUAL
tO cONtROL JOINT TO CONTROL JOINT { _
-_--- - - --- / 19 0 SLDG. HGT
— 12
�6
0
• • - m NO� �� o ICI ICI ICI ICI
-
-
" - ICI I�I�I�I ICI
- ' ■ 1
• — o — — — — o
8'=S° BRCS. HCsT.,h�
4' FRF 171=
BAND
-8'-0' BRCS. HGT.
OPT. COACH
�— LIGHT
LIGzT.
1-0°
' 4B
� A
TYP.
0'-0" FIN. FLR.
11
415
Y11.I
0'-0" FIN. FLR.;
_J Ll ---------- 4
OFF RIDC:E VENT
6
12
rtU
FFMFI
p
-- ------ I I--'�O'-0" FIN. FLR.
REAR ELEVATION
SCALE: 1/4 = I'-0' TEXTURED FINISH
4B I 1
A3 I `r
TTP I I r
- - — - — - — - - - — -- - — - - - J J - - - — - — - - — - — - - — - — - — -
]SIGHT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
¢I
OFF RIDGE VENT OFF RIDGE VENT
1�6
12
6� nE
A
8'-8" BRCS. HCsT. —
Y
4B
v I A
TYP. r
0'-0" FIN: FLR:__—___---_—_—_—_—_---_—_—_—_ ----- _—_—_---_—__-
LEFT ELEVATION
----o5'-8" BRG. 1-ICsT.
- o0'-0" FIN. 1=LR.
`S" BRCS. HGT.
1_m,
0'-0" FIN. FLR.
e®e.
I\ 8,
/
DECO. DTL.
A SGALE: 1/2 = I'-0'
Reviewed for Code
Compliance
Universal Engineenng
Sciences
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17 50, FT.
8.17
= 1176 SO, IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ, IN.
(BALANCE TO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 138SQ IN. PER VENT (net free area)
TOTALH OF VENTS REQUIRED
_ 3.41
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA32937
PH: 321-802-359r
www.abdesigngroup.com
AA #: 0003325
Si733DIV.
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
ELEVATION "C"
160 MPH EXP. C
ARCHnIECT:
STATE OF FLORIDA
MAR 1 Q 2021
MICHAEL C. ANDERSON
AR NO 17305
0�T f
PRINT DATE 03 17 21
SCALE: 1/4"=1' - 0
;Z)T� kL4
SCALE: 1/4 = I'-0' TEXTURED FINISH
m
ELECTRICAL LEGEND
YMBOL
DEFINITION
NOTES
- ---- 3
125V OUTLET
20 AMP SINGLE r' I
-
I'
110V OUTLET
Ill OUTLET
1/2OF OUTLET WILD
TO SWITCH
.-_ .-_..
GFI
110V OUTLET
FAUL
ERU IGRND INT
INTIUID WMER (TAMPER
RESISTANT TYPE)
-'
220V OUTLET
(4) WIRE CONNECTION 1
CFI
CUTLET
INTERRUPTERT
SWITCH
�LJ
SWITCH
3-WAY OPER
$4
SWITCH
4-WAY OPER
1
-
WALL MOUNTED
LIGHT
CEILING LIGHT
7
Q
LED CLG LIGHT
O VP
LED VAPOR
PROOF LIGHT
.....
O VP
VAPOR PROOF
LIGHT
Q
RECESSED CAN
eVENT.
FAN
1 CFM PER SO. FT,
VENT. FAN
W/LIGHT
1 CH'I PER 84 FT.
VANITY LIGHT
FIXTURE
'.
'
(SPEC'S TBD BY
BUILDER)
4'
FLUORESCENT
CENT
2-BULB WRAP
ii
®
LIGHT
ROIAIp A
(RECESSED)
®
4'1
FLUORESCENT
LIGHT
2-BUL15 WRAP
AROUND
(SURFACE MNT_)
]✓-�
T FLUORESCENT
4' FLUORE6i
4' TRACK LIGHT
)
®
PANEL
METER
BAIT. BMX -UP '
SMOKE DETECTOR
W/ HARDWIRE
I
WALL MOUNTED
BATT, BACK-UP
SD.
201
SMOKE DETECTOR
W1 HARDWINE
u
BATT. BACK-UP W/
CARBON MONOXIDE
SMOKE DETECTOR
COMBO
8Al DWIRE
INTER -CONNECTED
61 BE A DISTANCE
OF NOT LESS TERN 4'
FROM WALL
PENDANT LIGHT
NATURAL GAS
....
OUTLET
TELEPHONE JACK
WATER HEATER
IGNITION SOURCE
TO BE ELEVATED
DISCONNECT
AIR CONDITIONING
-�
TO BE 210V
A/
DISCONNECT
SE �UN,O.
THIS SMET
TELEVISION JACK
CEILNG BOX REOUI1W
TO BE SUPPORTED N
O
J-15OX
ACCORDANCE W/ BOX
•
MARKED AS SUCH FOR
INSPECTION
CEILING BOX RTED
TO BE SUPPORTED IN
IN
CEILNG FAAULKaFNT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
nnn.a
24' INCANDESCENT
LIGHT STRIP
pn
36' INCANDESCENT
LIGHT STRIP
nnnnnnoe
�
48'INCANpESCENi
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KEYPAD
i
PUSH-BUTTON
FOR CHIMES
0i
U85 PORT
+ LOCATION OF TV JACKS t PHONE OUTLETS a FANS To
BE VERIFIED + HOMEOWNER PRE -CONSTRUCTION
MEETING.
' ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF PECR
1TH EDITION (2020) t NEC 210.12 2011 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GPI a ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKAdT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF
50 CRT INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MIN"3 F5CR 1TH EDITION (2020).
I • 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 1TH ED (2020).
• ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 1TH ED (2020)
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15X OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
FFSL- ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2020. 1th EDITION R404)
CE IL INfs
MTD. LIGHT
TO BE
INSTALLED,
PROVIDE
J-BOX FOR
OPT. FAN
i
J COVERED
LANAI
_ I
PRE -WIRED
CLG FAN \
DROOM
LIVING BDRM.#i
ROOM
PRE -WIRED
CLG FAN / / PRE -WIRED
C\ ! — j CLG FAN
qP\\ I II I
qp
SWITCH IN��—�_—��L
CABINET _1
BATH Al
GFI L _ L GFI
- ori
F P.I.C.
LF
SINK D -_ A
/ I OUTLET - --
T I
T _ KITCHEN FOR DW LAUN.1 VP11
L \ _
GFI
El
CFI �I� 'a-AliI�-- -
\ RANGE
GF[ C) GFI i IQ
q 1
BDRM -yl — DE
]i I -
I
/
m �,
l HOOD WIRE W/ —
FUTURE
OUTLET FOR
MICRO /
820,11 SD.
Q PRE -WIRED :'�
,. II
CLG FAN
■ BBD�\ 1 F- T
\ \
PRE -WIRED
CLG FAN -
BFOR -- -
� 1 GFI GFI H
Av S , 44'AFF. 44'Ai�.
P.. f LU14
GARAGE
DOOR'
- L V ----� �BOL.LARD OND;
y \ _ 3: I AS REQ.
PER SLDG.
CODE
BATH 2 I
- - -- 57c0 1 \ WALL MOUNTED _W
-- -- / \ LIGHT W/SWITCH IN
/ \ ATTI
r.
KEYLESS OUTLET z METER
BDRM f2 �J �'Q��$ FIXTURE 0�. FIELD
/ IRRIGATION LOC.
OUTLET w
P 48' ArP.
ENTRY
CsF l
i
J GARAGE
PRE -WIRED -%
CLG FAN
B. FOR
I-
CHIMES
EII Mil all
-- _ -- _
------------------
COACH
LIGHT
LECTRICAL PLAN
SCALE: 1/4' = P-®'
i
L
PANEL: 8/16 wp crt. breaker
FEEDER: 3-#1CuTHWN&1-#6Cu(G)in11/2"C
WP Panel MAIN - A
VOLTAGE: 12U 1240 V -1 Ph MAIN: 15U Amp M.L.I3
OR 3- #2/0 AL THWN & 1 - #6 CU I in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts.
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
4
:.
Space
#12
2
20
Irrigation Pump
1000
3
Space
5
6
5314
A/CCU -1
35
2
#6
Space
7
8
PANEL: 42 crt. breaker
FEEDER: 3-#1CuTHWN&1-#6Cu(G)in11/2"C
PANEL - A
VOLTAGE: 120 / 240 V -1 Fri MAIN: 150 Amp M.L.O.
OR 3- #210 AL THWN & 1 - #6 Cu I I n 1 1 12" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
#12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
5
4500
Water Heater
25
2
#10
#12
1
20.
Refrigerator
1500
_-
9
_ 8
10
#12
1
20
Dining Room Lights and Receptacles AFCI
15l
1200
Disposal GFI
20
1
#12
#12
1
20
Bath #2 GFI Receptacles
1200
1 I
12
1500
Dishwasher GFI
20
1
1 #12
#14
1
15
Foyer /Hall Bed. #2 & #;`/ Bath #2 Lights AFCI
900
13
14 _
_ _ 16
18
20
5900
Dryer GFI
30
2
#10
#14
1
15
Lining Room, Lanai. Lights AFCI
900
15
#14
1
15
Kitchen and Pantry Lights & Rcpts AFCI
900
17
19
_
1500
Washer GFI
20
1
#12
#14
1
15
SD.&C/O AFCI
900
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed#4 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space.
23
_
24
900
Bedroom #1 AFCI
15
1 1
#14
Space
2`
27
26
P.
9W
Bathroom #1 AFCI
15
1
#14
Space
900
Exterior Lights and Recept GFI
15
1
#14
Space
29
30
1000
Irrigation controls only
20
1
#12
Space
31
32
Space
Space
33
34
:.
Space
Space
35
_
36
Space
Space
37
38
Space
#8
2
35
A/CAHU-1
(Heater 5 KVA at 65%
5525
39
40
_
Space
41
42
Space
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43600
First 10000 watts at 100%
10000
Remaining watts at 40%
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Tots I Amps (watts / 240 volts)
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Lts & Rec 3 W/ Sq. Ft.
_�4
5484
Hi -Hats 1 at 65W/Li ht at 100%
65
Total General Lights &Rec (Watts)
5549
Ckts# watts/ckt Total watts
General Lts & Rec Panel A
1 91
6171
5549
I
Reviewed for Code
I L ° Compliance I L
° Universal Engineenng
Sciences
LED LIGHTING
C� DOUBLE LAV.
BATH 01
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR 1TH
EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHWtHWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY
ELECTRICAL SERVICE. Plili 3 'N COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
42/0 ALUMINUM (AL) IN 2" CIA SCHEDULE Be PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
LED LIGHTING
C SINGLE LAV.
BATH e2
PROVIDE 342/0 CU, THIN + 1% CU N 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG-)
0
00MBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I 44ASE
NEMA 3R ENCLOSURE MILO
PANEL
19_0
MC15
TELEPHONE SERVICE
ENTRANCE
EQUIP1111- T
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
— 1 +4 CU SERVICE GROUND C011ii Ep TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FECR 1TH
EDITION (2020).
We" 91A X B Fir LONG COPPER CLAD GROUND ROD
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
Ilit
AA #: 0003325
c
CREEKSIDE
PHASE 2
LOT #2'7
PROJECT#
04321.200 027R1
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
ELECTRIC t,11-
PLAN
160 MPH EXP. C
f'
ARCHITECT(
STATE OF FLORIDA
i
AR 19 202
I
MAEE: 03/17/21
SCALE: 1 /4"=1 01
SHEET
11
E I I.
G
I
e
11
C'❑� L•JI•I '
El - -- - F.
}
I.
n,
I I
I�'-911
r Li
1 � I
44 - LAV.
_ WC.
a4
r
- -
- — LAV.
LI
SINK _
-- -
r
SWLJR PAN
W/ ENCL
3'-2 1
�r
j � II II I
LI
7
6 T
II
-2" — —
I
e
11
C'❑� L•JI•I '
El - -- - F.
}
I.
n,
I I
I�'-911
r Li
1 � I
44 - LAV.
_ WC.
a4
r
- -
- — LAV.
LI
SINK _
-- -
r
SWLJR PAN
W/ ENCL
3'-2 1
�r
j � II II I
LI
7
6 T
II
-2" — —
-- - -II
fi
PLUMBING PLAN
SCALE: 1/4 = 1'-0'
A.A.V
TU5 "j(-2
TO CO
MAIN
(LEFT)
KITCHEN
SINK W/
AUTO VENT
�1-I/2' VTR
WG
A.A
2LAV
'
iISHWR
Reviewed for Code
iCompliance
Universal Engineering
Sciences
TO
MAIN
(ALTERNATE RIGHT)
PLUMBING RISER DIAGRAM
2194 HWY A1A, SUITE 301
INDIAN,HARBOUR' BEACH,
:
FLORIDA 32937
PH:321-802-3591
www.abdesigngroup.com
AA #: 0003325
CREEKSIDE
PHASE 2
LOT #27
PROJECT*
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
sARAGE SWING:
RIGHT
PAGE:
PLLMBING
PLAN
1 a (I EXR C
ARCHITECT.ter=
STATE OF FLORID
f,
1.
MAR -1 9.2021
MICHAEL C. ANDERSON
AR NO 17305
FRI
DATE:03/17/21
SCALE: 1/4"=1'-I 9
SHEET
P 11
d
I L• °J •II•I
o'
LANAI
I
I
�I
❑ LI L11__- CJ _ 1 _ i
I•I I•I I. L•I �'
n
12X12 12XI2
J
DINING
LIVING ROOM ROOM BDRM #1 F
10X(O
II
10X6
L
120 CFM
i
4X6 I
I CFM 120 GFM 8X4
�.{S✓ CFM
r 50
If
BATH # 1
rI
8x4
e e —
5 CFM
W.I.C.
_ _7L11@
SX4o45 CFM
II I
I Ir I
ImX6
Y 120 CFM ---
SX4 I GFM
HI TCHEN _
45 GFM --
I
--- IOX&
- - �5 CFM
I
— — U'
N
I2Xi6 12X8
MA�ONITE P19w
TH U
BDRM. 3 < I LOUVER l I 4 � � DEN '
IDLANTATION I b e
180-04 2'8'
G 10X6 MAX A R
l5 GFM 584.15 G RA
I" I
5�
- -
� 12X8 -
Ss
�_
8x4 —
I� 45 GFm Le
�
55C�_ - ——�
GFM
r
I I
12X8
�--THRU
BA
H
I PASS
GARAGE
L
10XFi
I
1: 0 CFM
FOYER
BDRM. 2
/
ENTRY
II
--� - -
CJ
❑
=
r � LJ L• ij I.11
I • II L•
�I
AL PLAN
MECHANICAL
ANl�
SCALE: 1/4 = 1'-0'
Reviewed for Code
Compliance
LM Universal Engineering
Sciences
R—VALUE SCHEDULE
FLOOR
SLA5 ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
R-4.1
FRAMED WD - ADJACENT
R-13
FRAMED WD - EXTERIOR
R-13
CEILINGS
UNDER ATTIC
R-30
CRF4::]KSID� '
PHASE 2-
P
LOT #27
ROJECT
04321.200 027R1
MODEL:
G 4EBB
"1828—CALI"
•ARAGE SWINGE:
RIGHT
'PAGE:
MECHANICAL
PLAN
L0 MPH EXP. C
,
PRINT 03 17 21
DATE• /
SCALE 1/4" 1' 3"
SHEET
A/11
2X4 TOP PLATE
, HR-6
1/2' CLG.
1/2' DRYWALL
SECURE BT. —
PL.ATE TO SLAB
W/ 10d MASONRY
NAIL a 32' O.G.
MAX
JSS
2X4 WOOD
STUDS e24'
O.G.
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.G. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" D.G.
TYP. INT. WALL (NON-BRG.
SCALE: 3/4' = I' -0'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR T105.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS TYP.
VENTED SOFFIT
1/2' THICK, 2 GOAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0-0" FIN. FLR
"
3 5/8' OR 5 3/5,
1/2' DRYWALL
TOP CHANNEL (25
GA.)3
5/8' OR 5 3/8'
1/2' DRYWALL
METAL STUDS 24' O.G.
20 CIA 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 CONG
TO BE SPACED 16'
FLOOR W/
O.G. AT 2ND FLOOR
3/4" PAP t
WALLS ADJACENT TO
TO WOOD
STAIR WELLS AND
FLOOR W/
BATHROOM WALLS W/
1/4' WOOD
TILE FINISH
SCREW
WOOD BASEBOARD--�,
1-STORY FINISH FLOOR
TYP. INT. WALL
METAL STUDS
A\ ( NON- BRG. )
-%-I / SCALE: 1/2"=1'-O'
5/5' GYPSUM BOARD
OR 1/2' HIGH
STRENGTH CLG.
BOARD
PER ELEVATION-,
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
J PER ELEVATION
`—R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' O.G.
S' CMU
1/2' GYP. WL. BD.
WOOD BASE
BOND BEAM
SOLID GmROUi
W/ (1)- "5
(2) COURSE
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
�— PRE-ENG TRUSS
MTL. DRiP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
2A'�PIPE THROUGH BOND BEAM
D1J SCALE: 3/4'=1'-0"
1/2' THiCK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
ROOF SHEATHING THICKNESS IS
ENGINEERED PER ASCE -i-16 IN
ACCORDANCE WITH FBCR 2020
ITH EDITION, SECTION R301.13
AND 16095.1.
n W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING
NOTE:
METHOD TO BE USED FOR THE
4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF
D1 SCALE` 3/4'=I'-O' UNDERLAYMENT IN ACCORDANCE
WITH FBCR 905.1.1.1 OF THE FBCR
2020 7TH EDITION iS 1*4 WHICH USES
(2) TWO LAYERS OF ASTM D226
TYPE iI OR ASTM D4869 TYPE III
OR TYPE IV UNDERLAYMENT.
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1.
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 COATy`
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR
8' CMU
\ CAULK ANDSEAL
LINE
D NOT CUT I i' PVC SLEEVE FOR GAS LINE
4E BOND s' CM
E AM w G7P.
EBARS /FWD°° eaeE
2B GAS LINE THRU BLOCK
D1 .GALE. M'.I,-m.
IF1' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALV. STEEL
_.--- 9 '-
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV. STEIEEL�4
APPROVAL REa
VERTICAL TRACK 1' MIN.
BY MALF. SLIDE
FASTENED TO
ROOM
BRACKETS
W/ PRODUCT
APPROVAL REQ.
a, CMU SEE
SMCTURAL FOR
REINFORCEMENT
2xb P.T. WD
ATTACHED To FILL
CELL AS PER
PRODUCT
APPROVAL REa
SEALANTt
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND(BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
GARAGE DOOR JAMBS
SCALE: 1 1/2"=1'-O'
FIBERGLASS SHINGLES
2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT
SECURE W/ (2) 12d NAILS AS PER FBCR S05.1.1.
a EA. END ROOF SHEATHING
2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER
PER STRUCTURAL DETAILS SHEET SNI.
SECURED PER
FASTENER SCHEDULE
STIFFBACK AT ALL UPRIGHTS
PER STRUCTURAL DETAILS MTL. DRIP EDGE
MAx PRE-ENG WD. TRUSS Ax 2x FASCIA PER
o H ELEVATIONS
— PER ELEVATION VENTED SOFFIT
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS WALL SHEATHING
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES THICKNESS AS PER
PER ELEVATION SHEET SNI. SECURE PER
FASTENER SCHEDULE
5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI.
HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS
I
WEEP SCREED
2x P.T. SECURED PER
R-4.1 INSULATION STRUCTURAL DETAILS
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
FERENCE I -
STRUCTURAL
1x2 P.T. FURRING L
STRIPS a 24' O.G.
1/2' GYP. WL. BD. WOOD BASE 8' CMUL.
_ 0'-0' FIN. FLR
110
ROOF SHEATHING; THICKNESS IS
ENGINEERED PER ASCE -t-16 IN
ACCORDANCE WITH F 2Fq
ITH EDITION, SECTIO 1.1.�omdfor Code
cliance
AND 1609.5.1. Univesae ngi ernng
Sciences
n W/ WINDOW OPENING_ n TYP. WALL SECTION
`� U No OPENING
NOTE:
METHOD TO BE USED FOR THE
STORY GABLE BLOCK WALL INSTALLATION OF ROOF
SCALE: 3/4'=r'-O' UNDERLAYMENT IN ACCORDANCE
WITH FBCR SO5.1.1-1 OF THE FBCR
2020 ITH EDITION IS *4 WHICH USES
(2) TWO LAYERS OF ASTM D226
TYPE 11 OR ASTM D4869 TYPE I i I
OR TYPE IV UNDERLAYMENT.
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 -1I1. All exterior fenestration products shall be sealed at the ,juncture With the
building wall With a sealant complying With AAMA BOO or ASTM CS20 Class 25 Grade NS
or greater for proper Joint expansion and Contraction, ASTM C1281, ,AAMA 512, or other
approved standard as appropriate for the type Of sealant. Fluid -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 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT:
MAR 19 2021
PRINT DATE: 03 17 21
SCALE: 1/4"=1' — 0"
SHEET
DI
I
TOP-
2X6 P.T. • CENTER OF DOOR HEADER SECURED
W/ (1) 1/21 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
W/ 2�' X 2' XX1/5' WASHER 4 NUT
'SECURE 2x4 ON —
FLAT TO BLK
Lj W/ MASONRY J
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2'
X 2' X 1/0' WASHER 4 NUT. (1) WITHIN
8' OF TOP, lU WITHIN W OF THE BTM,
(3) EVENLY SPACED.
I^-rl
lx4 P.T. OR 5/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-1/4' INTO
BLOCK W/ 3/I6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-1/4'
WITHIN 8' OF EACH END
4 18' OZ. MAX SPACING
NOTES: —
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEM
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
i' BUCK ATTACHMENT
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 +3/4" OR +5/4"
�1YIND011 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 8' OF EACH
END 4 IV O.C. MAX
SPACING.
2X6: CEC
SECURE TO BLOCK
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN W OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
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 18' O.C. MAX
SPACING.
I 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 +1 1/2"
B WINDOW► TO BLOCK +1 1/2"
2X4:
SECURE TO BLOCK W/
3AW TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/40)
WITHIN S' OF EACH
END 4 18' Or— MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN_ SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN W OF EACH END
4 18' O.C. MAX SPACING.
2X8: CEO
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 15' O.C. MAX
SPACING.
2X4: CM
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
8' CMU
WITHIN W OF EACH END
S' CMU
4 10' Or— MAX SPACING.
1/2' DRYWALL
2X8: ®
❑
1/2' DRYWALL
1'X4'
SECURE TO BLOCK
I'X4'
P.T. NAILER
W/(2) 3/16' TAPCONS
P.T. NAILER
l/16' 0SU3. X 4' MIN.
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR CASING
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.G. MAX
DOOR JAMB OR WINDOW
SPACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
ATTACH TO 2X PER
MANUFACTURES DETAILS.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +1 15/16"
(;N1fINDOW TO BLOCK +1 15/16"
2X4: IZI
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: CEM
SECURE TO BLOCK
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.C. MAX SPACING
2X8:
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.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
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 +2 1/4"
D WINDOW TO BLOCK +2 1/4"
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3"
%1WTN�O�f TO Ri.OrK +A"
2X4: IZI
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.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE;.45
MIN. HEAD SIZE 100
MIN. EMBEDMENT 1 1/4')
WITHIN W 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 1 1/49
WITHIN 8' OF EACH END
4 18' OiC. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
L�j 8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
2ND 2X SECURE TO STRUCTURAL
MEMBER W/(2.A2d WITHIN 8'
OF EACH END 4 6' TO 8' O.C. MAX
POOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURF'A r]FTAII A
Nv I= aFUI-I f V IYppLCU I V r-L.UI-R7
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3"
�1PINimOW TO Ri.00K +3"
2x4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 11/49
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CED
SECURE TO BLOCK
WK2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. 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 10' O.G. MAX
SPACING.
8' CMU
❑ 1/2' DRYWALL
I'X4'
P.T. NAILER
T/I6' O.S.B. X 4' MIN.
i— DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47
DOOR JAMB TO BLOCK +3 7/16"
r,"NWINDOW TO BLOCK +3 7/16"
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/42)
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN W OF EACH END
4 IS' O.C. MAX SPACING.
2X8: CM
SECURE TO BLOCK
W/(2) I/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN W OF EACH END
4 18' O.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/I6' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
L—VI
8' CMU
1/2' DRYWALL
1'X4'
P.T. NAILER
1' P_t. X 4' MIN.
r 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 3/4"
WINDOW TO BLOCK +3 3/4"
Reviewed for Code
Compliance
Universal F_ngineenng
tu Sciences
CMU
O
:'
•
%' DRYWALL
lu
IX FURRING
X
m
RIP 2XIO TO
DOOR
8-1/80W
FRAMING
HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
�EQUIREMENTS
1: R
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. a b d es i g ngro u p. com
AA #: 0003325
00
sysDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
"92021
MICHAEL C. ANDERSON
AR NO V305
DATE:
DAT : 03 17 21
SCALE: 1/4"=1'-0" 1
a
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
;I
ED CONTROL JOINT
THICK, 3 COAT CEMENT
FLANGE OF CONTROL JOINTS T /
\
PLASTER
BE WIRED TIED TO LATH • S'
WRB LAYER 92, FORTIFIBER
O,C. MAX (VERT.) HOTS: DO
BUILDING PAPER
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
APPROVED METAL LATH
V LEG'MAY BE USED TO TEMP.
FASTENED 411' (VERT.) O.G. MAX
SECURE CONTROL JOINT
AT SUPPORTS
DURING INSTALLATION
WRB LAYER M,
FASTENERS TO BE SPACED
STUCCO WRAP
B T' O.G. MAX VERTICALL7
WOOD SHEATHING
EHING
OR 1/16' ZIP SHAT
I
bYBTEM NNSTALLED PER
I
, ., MAyUF; GSJ
d' To
LATH SHALL NOT
GAP MIN.
-
BE CONTNUOUS 6' To S'
MIN.
S' TO 6'
MIN.
THROUGH CONTROL
JOINTS BUT SHALL
BE STOPPED AND
TIED AT EACH SIDE.
PROVIDE 2X4 BLOCKING
PER ASTM C1063 \
PLACED FLAT MAX. 6' TO 8'
L JOINT WHEN
T FALLS ON
CONTROLFROM JOINT
NOTE= \
TO NAILS OR
STRUCTURAL STUD
1. FASTENERS FOR LATH BE
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE
3. BLOCKNG SHOWN MAT BE IN ADDITION/ \
TO WALL STUDS REQUIRED PER PLAN
M- TYPE CONTROL
I JOINT
O I. FOLD INWARD • Pr. A
O 1. FOLD INWARD • PT. A
2. CREASE w Pr. B
a
OI. FOLD INWARD
PT. A
2. CREASE • PT. B
3. CREASE • PT. C
FOLD J. I
(151
®
1. FOLD INWARD • PT. A
2. CREASE • Pr. B
3. CREASE • Pr. C
4. FOLD PT. G OVER PT.
B TILL PT. C TOUCHES
BOTTOM FLANGE
BOTTOM
FLANGE WATER TIGHT
SEAL FOLD. DQ
IF ZIP SHEATHING SYSTEM IS dQT CUT.
INSTALLED, PLEASE SEE is THICK 3 GOAT CEMENT
MANUFACTURERS PLASTERASTER ('2 COAT 'W
INSTALLATION PROCEDURES WR5 LAYER 02, FORTIFIBER
BUILDNG PAIER(FRAME ONLY)
FELT LINDERLAYMENT—
BHMRI F ROOFING
RIP S DEPO. OVERLAP V,
EXTEND 1/2' BELOW
SHEATHMG, MECHANICALLY
FASTEN 4' Or —MAX
///���UJI¢B LAYER M,
/ STUCCO WRAP aw E ONLY)
/ LAP LAYERS OF 19UII-PING WRAP
OVER NAILMG FLANGE, STOP
WRB APPBPX IV ABOVE
814NGLES(FRM`E ONLY) 8.h
... FRAME OR CM /N
.. EXTERIOR \
c(rsnrui L nr�can
ll WALL FLASHNG in
�QO
r
a K CK OUT ii_ABHN13 (SEE
DETAIL) g'
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
S) < 6' • HORIZONTAL LAPS.
A L SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE Is
W TH FORTIBER SHEATHING TAPE
/ I" MIN. LAP q METAL LATH
X I
X W eX X
METAL LATH
WRB LATER M,
/ STUCCO WRAP
6' MINPAPER LAP BELOW ONLY /
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
y
1' MIN LATH
LAP, 4' OVER
ALL LAP
@2-TAPER LAP
SCALE: 1 I/2' = I'-0'
® KIC KO UT
FASCIA WRAP
DETAIL
WATER TIGHT SEAL (BEND OR
SOLDER DO NOT CUT)
i'
z
Y_
IN
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 62, FORTIFIBER
BUILDING PAPER
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
M,fWUF. SPEGSJ
VERTICAL
LATH
& PAPER
DETAIL
WOOD STUDS -
SHEATHING
NOTE;
SIDE LAPS OF METAL
OR IAIV ZIP SHEATHING SYSTEM
(INSTALLED PER MANLLF.9PEC8J
PLASTER BASES SHALL
BE SECURED TO
BUILDING
FRAMING MEMBERS.
PAPER
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0.0415-IN. (121-MM)
STUCCO
WIRE AT INTERVALS NOT
MORE THAN V (229-MM).
AS PER ASTM CI063.
NOTE:
6' MIN.
LAP
LAP o LATP
LAP.a PAPER
FOR REPAIR OF TEARSIN WR5 HORIZONTAL LATH
MAY BELPATCHED MARS & PAPER DETAIL
W/HOUSE WRAP TAPE
PER MANUF. SPEC. OR
PEEL t STICK
ROOF CEMEN
7/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
WORM- SI—IEAIPING
OR CMU
WRB LATER 01,
STUCCO WRAP (FRAME ONLY)
8" THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP U)RB 4 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
s
5 „ L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE 7�
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
I' OR LESS PIPE
PENETRATION
Vx6' 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
GLLT AND OVERLAP ONE SIDE '
SELF -ADHERING MEMBRANENE
FLASHING CUT AND OVERLAP ONE 81DE OF
STEP M STEP "2 SELIFI-IINIGHERING MEMBRANE
FLAS
L NI LAYER M,
STUCCO WRAP
WRB LAYER 02, FOR'TIP15ER
BUILDING PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
INSTALL FASTENERS (CLIPS,- HOUSE WRAP.
STRAPS, STAPLES) AS FLASHING TO EXTEND ONTO PIPE
REQUIRED TO SECURE 4'x4' SELF -ADHERING MEMBRANE
PIPE/ WIRE TO FRAMING FLASHING OVER APPROVED
HOUSE WRAP-
- - FLASHING TO EXTEND ONTO PIPE
I
' Cow. BEAD OF SEALANT
'— NSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
G.V. FINISH (SEE TYP WALL SECTION)
SECTION
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
i�f P PENETRATE ON DE
N.T.S.
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18h.
Installation of exterior lathing and framing
shall comply with ASTM. C1063-19a,
or ASTM 1787.
TAIL (f=fRArsss#s!
Reviewed for Ccae
Compliance
Universal Enginecnn,_,
LEGE � 1B Sciences
N
DRAINAGE PLANE (WR5
LA4� ER #1/ STUCCO WRAP)
WRB LAVER #2 (FORTIF15ER - — —
5UILDING PAPER)
1"'IETAL LATH X X X X
STUCCO
WOOD OR T/16II ZIP WALL
SHEATHING
SEL1--ADHE51VE FLASHING — — — — —
NOTE
1 ITAL LATH: LATH TO 8E PER SECTION
R-103-7.1 / A5T1�I C-847-14a 1�1IN. 2.5 L55.
PER SQ. YAi;RD ( UT I L I T%r OR NO1`1 INAL
LATH DOES NOT 1„IEET SPECIFICATIONS)
SUBDIV. & LOT:
CRE'EKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL
P
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE: a_
�1
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHRECT:
STATE OF FLORIDA
r;
MAR 11 202',,
I�
MICHAEL C. ANDERSON
AR NO 17305
03T 21
(URAIT]EI:/17 /
SCALE: 1/4"=1'-0"
SHEET
WAS
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
I • - v
BACKER ROD
WRB LAYER "I,
STUCCO WRAP
"
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
1. BOTTOM, 2. SIDES, 3. TOP
VENT CAP 15 TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO 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, Y4' CAULKING ® JOINT
ALL AROUND
i' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
(FRAME)
LEGEND
DRAINAGE PLANE (WRB
LATER 01, STUCCO WRAP)
WRB LAYER #2 0F0RT11=15ER — — — — —
BUILDING PAPER
METAL LATH X—X—X—X
STUCCO
WOOD OR 1/16" ZIP WALL
SHEATHING
SELL= —ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-103.11 / ASTM C-841-14a, MIN. 2.5 LBS.
PER 5CQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METEf
VERIFY LO
-STUCCO
FINISH
-6' SELF ADHESIVE
OVER TOP E SIDES
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
TOP d SIDES
9 DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH' —I
PIPE THROUGH
WALL
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUR SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
l/ i t=:
IF
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
�1VENT PENETRATION
ti SCALE: N.T.S.
/Am=A ICJ rl<=Ll=I Vt
STUCCO SCRATCH COAT
E 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH GOAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
. "t el"t i--° 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
8 ELECTRIC,AL CONDUIT
PENETRATION
WOOD
CONSTRUCTION
WOOD SHEATHING
LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
I/8' TEXTURED
f ^FINISH 0 WOOD
FASTEN TO WOOD STRUCTURAL
i MEMBER a 71' O.C. MAX
s
Ye' TO 19 MID -WALL
WEEP SCREED
IL
16'
WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
_TEXTURED
FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
FRAME TO BLOCK
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH l
NO MEMBF
ENTERS E
APPLY TO F
E
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
STEF Il
STEF #3
y
.o o.
O O.
,. o
o a•
STEP "E-�
OELEC_ T
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
0
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING �X�
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB
LAYER "1
STEP' 1*2
WRB LATER 01,
STUCCO WRAP
APPLY 60 MIN SELF -ADHERING
GRADE 'D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING Ell
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
STEF #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
Reviewed for Code
universal M hance
Engineering
93 Sciences
STEF #(q
RICAL RECEPTACLE
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 #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHffECT
STATE OF FLORIDA
MAR 19 2021
MICHAEL C. ANDERSON
AR NO 17305
""`"
DATE: 03 17 21
SCALE: 1/4"=1'-0"
SHEET
�nMMM -
!194 HWY A1A, SUITE 30:
INDIAN HARBOUR BEACH
FLORIDA 32937
PH: 321-802-3591
..,....er �krlceianrfrnnn rnm
SiTBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
DdODEL:
4EBB
"1828-CALI"
GARAGE SWING?:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. Cl
ARCHITECT
STATE OF FLORIDA
MAR 19 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 17 21
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
®l®
A
d
- --- -- - 2x6 SUB -BAND
%1
W/1"x4` NOTCH
END, WRAPPED IN
�LI
PEEL 4 STICK
METAL FASCIA WRAP
N
1"
DRIP EDGE ��
/8
-1/5" TEXTURED I \
\\
FINISH WOOD I
2X6 SUB BAND
1/2" TEXTURED \
b'
FINISH 10 GMU \\
METAL FASCIA \
WRAP Y8FROM \\
f="
O
I �l
STUCCO, 1" FROM \
WOOD WALL
WALL
EXTERIOR \
(FRAME OR CMU) \
NOTE: NOTCH FOR 2X(o \
ROOF KICK OUT REMOVED
� SUB BAND ONLY
\ FOR CLARITY
\��
\ ROOF DECK (BEYOND)
DRIP EDGE, 1" OFF WALL
XNOT INTO STUCCO)
1-1/5" TEXTURED FINISH lw
WOOD, 1/2II TEXTURED
FINISH 6 CMU
2x6 SUB -BAND W/1"x4" NOTCH Q
END, WRAPPED IN PEEL 4 STICK
@ELEVATION-
=1 A\I A
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
1/8' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH m CMU
METAL. LATH
WOOD SHEATHING
OR CMU
WRB LAYER °I,
STUCCO WRAP (FRAME ONLY)
WRI5 LAYER 02, FORTIRIBER
BUILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING
PLEASE SEE MAr
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4 "x4' - o'I
SCABBED TO TRUSS
W/12d NAILS 6"-S"
O.C. MAX.
2x SUB -BAND W/lY"x4"
NOTCH w END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL @ WALL
SUB BAND DETAIL (4WALL
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/12"x4" NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 6
ROOF EDGE
OMITTED FOR
CLARITY
GgRevieweo i, t
Coi a a
Unimversal t
Sciences
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. )/4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/V22"x4" NOTCH
END, WRAPPED IN
PEEL 8 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. a b d es i g ngrou p. co m
AA #: 0003325 J
SUBDIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT
04321.200 027R1
MODEL
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
MAR 19 2321
MICHAEL C. ANDERSON
AR NO 17305
rL%Lx4 a 2117
DATE: 03 / /
1 SCALE: 1/4"=1'-0"'
SHE�E�Tr
�/ d A
I
win
-.
F
I
II 9
3 8"
12'-4" ,-4" 7'-4"
q 17,_4„
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I 10,4'
10'-b„ FM-12X1216'-0„ 3,_4„
N �i 4" CONC.
r r
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Izo N a� NI
ILL O a LL I 3
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L I I +-3 1/2" LLI I 5 !2" 3' 5„ 5 1/2" "
LL 4:7 1/2"
100
1.1 1.1 FMC-12X18 FMC-12X18
IV 2X1
_ F FM 1 8
1 FMT2X8 —J L
7 4 4
1.1 1.1
10_ 3_ 16'-0 2'-
8"
2' 2 8 10,,
I
141-0„ 4'-4" A 21'-4„
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I
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FOUNDATION PLAN
SCALE: 1/4" = V-0"
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 +44". 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:'-UINDICATES #5 BAR, OINDICATES #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
S-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 S DCCD�
O' OGEG EACH WAY.
R-FOUNDATION,
PROVIDE CORNER BARS, SAME SIZE QUANBARS
MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF.
SHORT LONG
T.O.F.
TE-1
8"
SEE PLAN
101,
-
(2) #5's
(+)0"-0"
FM-12x12
12"
CONTINUOUS
12"
-
(2) #5's
+ 0 -0"
FM-12x18
12"
CONTINUOUS
18"
-
(2) #5's
-
(+)0 -0"
FM-16x18
16"
CONTINUOUS
18"
-
(2) #5's
-
(+)0"-0"
FMC-12x18
12"
CONTINUOUS
18"
-
(2) #5's
VARIES
F-24x24
24"
24"
12"
s
s
(-)p 4"
SECURE
STRAP TO
A/C
SIMPS❑N WB
CONC. W!
UNIT
ROLL STRAP OR
(2)AP
EQUAL @ EACH
T AP -CONS
CORNER OF
FIT UNIT
CONC,
SECURE STRAP TO
SLAB
UNITS W/ (2) #Bxl
1/4 SHT MTL
SCREWS
A/C
CONNECTION
TO
PAD DETAIL
Reviewed fur Code
Unive urnpliance
rsal Engineering
sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
0
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
" ARAGPE s11117N ::
RIGHT
PAGE:
FOUNDATION
PLAN
160 MPH UP.
ARCHr ECT
STATE OF FLORIDA
MAR 1- 9 2021
MIC HAEL C. ANDERSON
AR NO 17305
M:0317 21
- / /
SCALE: 1/4"=1'-0"
SHEET n
s i
30„
MIN. EACH WAY
MONOLITHIC FOOTING
Z
Z
STEEL REINFORCING IN GROUTED
-- —
STEEL REINFORCING IN GROUTED
Q d
CELL SEE PLAN FOR SIZE AND
CELL SEE PLAN FOR SIZE AND
m >
I
SPACING REQUIREMENTS
d
SPACING REQUIREMENTS
m
Q v
m
m w
-n
- �
r
I
m U
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w
r FM
co
a
Cn
O
Q
8 CMU WALL
CORNER BARS, SAME SIZE AS LARGER BAR
I
" m cn
0
_ Z
CID
8" CMU WALL
- z
_.
1N FOUNDATION WITH 30" LEG EACH
I
M
+- 0'-0"
WAY AT ALL CHANGES IN DIRECTIONS
I
o
C'
+ 0.41
SO THAT THE STEEL REINF. IS CONTINUOUS
I
TOP OF SLAB
TOP OF SLAB
aEE
°"
MATCH AMOUNT OF CONTINUOUS BARS
I
d
VARIES
:
01SCHEDULE
LL
S
EXT. PORCH SLAB 4" CHAMFER (I -STORY).
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT WHERE •
( SEE SCHEDULE
APPLICABLE) Z
FOR WxD, BAR SIZE
iv AND BAR QUANTITY
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
RA E NTINUOUS STEEL MONOLITHIC
SEE SLAB SCHEDULE TOP OF GA G CO
EXT. PORCH SLAB L 4" CHAMFER (1-STORY) FOOTING REINFORCEMENT SEE SCHEDULE
W/ 1/2" ISOLATION f 6" CHAMFER (2-STORY)
JOINT (WHERE f ° i SiE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
s` AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
CV
EXTERIOR MONO -FOOTING
GA
EXTERIOR MONO —FOOTING
MONOLITHIC FOUNDATION
ri cZrIo1 F.'VA"-,'_n"
(2
RAG E SCALE:3/4"=V-0"
��� CORNER BARS DETAIL
MMIA
2"CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
o
M i
SECURE FLANGE TO
SLAB W/(4) 1/4" X 2 1/4"
TAPCgNS
@
w
NEW REINF. BAR
A
SECURED W/2-PART
EPDXY. MIN. EMBED
4
8", LINO
jp
FOLLOW ALL MANE
4
SPECIFICATIONS FOR
I
USE AND
m
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a
HOLE.
m
W
Q) QQ0
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6" CHAMFER (2-STORY)
ALE:3/4"-,'-o" ADDING BAR TO
�� MONOLITHIC FOUNDATION
LAP P PLATE A MIN. OF 48"
AND N W/ 16d COMMON
NAILS, 2- WS, 4" O/C BTM. VERIFY HEIGHT
LAP TO OC R OVER STUD OF WALL W/ PLAN
2x4 OR 2x6 WOO EARING PROVIDE BLOCK G
WALL W/ SYP No 2 UDS SEE
PLANS FOR SPACING. INGLE
BTM. PLATE TO BE PT. RE B . PLATE TO
PROVIDE DBL. TOP PLAT LA d MASONRY NAIL
TAGGERED:
IONAL METAL
NECTORS NOT
QUIRE WHEN NO
UPLIFT IS PRESENT.
SEE SLAB SCHEDULE
+- p -0" Z
TOP OF SLAB
co
F
® SEE SCHEDULE
OR WxD, BAR SIZE
D BAR QUANTITY
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RED MONOLITHICALLY WITH
— — fNDATION AND SLAB
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SIZE
TY
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AP TOP PLATE A MIN. OF 48"
A NAIL W/ 16d COMMON
NAIL 2-ROWS, 4" O/C BTM.
LAP T CCUR OVER STUD
2x4 OR 2x6 D BEARING
WALL W/ SYP
No 2 STUDS SEE P S FOR
SPACING. SINGLE BT PLATE
TO BE PT. PROVIDE DBL. OP
PLATE
SIMPSON SPH4 OR SPH6
BTM AND TOP PLATE
t
ANCHORS W/ 10d x 1 112"
COMMON NAILS FILL ALL
HOLES, DO NOT USE 10d
w
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SCALE: 3/4"=V-0"
— VERIFY HEIGHT
OF WALL W/ PLAN
�PROVIDE BLO ING
1 t�HPLATE TO SLAB W/
"x DGE ANCHOR W/ 2
WR SET IN HIGH STRENGTH
XY 5.1 /2" EMBED. MIN. @ 16" OC
EE SLAB SCHEDULE
f f
EQ: EQ. SEE SCH ULE
FOR WxD, BA IZE
-- AND BAR QUANT
INTERIOR CURB FOUNDATION WOOD WA
SCALE :3/4"=V-0" (1A1/ UPLI
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
2X WALL FRAMING
1/2" DIA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
INTERIOR FRAME BRIG WALL TO
11 .BLOCK WALL CONNECTION
SCALE: 3/4"=1'-0"
FOR
NRY
SET
EV:
RECESS AROUND GARAGE
DOOR OPENING
LAP TOP PLATE A MIN. OF 48"
AND NAIL Wr 16d COMMON
NAILS, 2-ROWS. 4" O/C BTM.
LAP TO OCCUR OVER STUD
2x4 OR 2x6 WOOD BEARING -
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
RTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
+ 0 _0"
TOP OF SLAB
SCALE: 3/4"=V-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED:
/ ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
w UPLIFT IS PRESENT.
rSEE SLAB SCHEDULE
IQ
°
z
f
a "
EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR CURB FOUNDATION WOOD WALL
SCALE: 3/4"=V-0"
(NO UPLIFT)
EgReviewed for Code
compliance
Univer sal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321$02-3591
www.abdesigngrou[P..com
AA #: 0003325
Iq
5�
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828—CALI'
GARAGE SWING:
RIGHT
PAGE:
is
A
DETAILS
1,46_160 MPH EXF
ARCHrrECT.
STATE OF FLORIDA
MAR 19-2021
MICHAE:IL. C. ANDERSOI
H NO, 17105
Pl%a�T6� a>
DATE: 03/17 /21
SCALE: 1/4"=1'-0"
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LOT #27
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04321.200 027R1
MODEX:
4EBB
"1828—CALI"
,r
GARAGE SWING
RIGHT
PAGE:r."
DOWEL
PLAN
Ff
160 MPH EXP. C
ARCHnECT:
STATE F FLORIDA
MAR 19 2921
MICHAEL C. ANDERSON
AR NO 17305
DA ET 03/17/21
SCALE: 1/4"=1'- 0"
SHEET
S1. 2
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
— VARIES PER ELEV.
zj
t
a v
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al
a
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FOR INSPECTION
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BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
HORIZONTAUVERTICA
1 REINFORCING
SCALE. 3/4"=l'-0"
z
S — TEEL REINFORCING IN GROUTED
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APPLICABLE) Z MATCH STEEL
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6"PVC CHASE w PERSCHEDULE
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SEE SCHEDULE
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REINFORCEMENT
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A E
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SCALE: 3/4"=1'-0
CMU UNIT DIMENSIONS
7 ( ARE NOMINAL SIZES
MASONRY SYMBOLS
3 SCALE:3/4"=V-0"
Reviewe en c'nr.,
Unive SamF-r,yrrr
Sciences. econ�
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200/027R1
r 4EBB
r "1828 CALI"
ARAGE SWING:
� RIGHT
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PAGE:
I
DETAILS
i
I,
h4x
ARCHITECT
STATE OF FLORIDA
1
MAq 19 2021 I
�1
MICHAEL C. ANDERSON
AR NO 17305
ji�)DATE: 03/17/21
SCALE: 1/4"=1r-0" x,
SHEET
r,, J ..,1�4�
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE I
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 1 Od 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 ATTOP 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 FINALTRUSS 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 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. = TOP
OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S =
TOP
F SLAB
ABBREVIATIONS E.E. = EACH END, O/
= ON CENTER; F.E.S. = FROM EACH SUPPORT; T.O. = THROUGHOUT
MARK
DESCRIPTION
(psi)
WSIZH'
ZE
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
881
MASONRY
3000
PX8
—
(1) #5
—
N/A'
—
GROUTED
SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
a
,® 8F16-1T/OM/0B
� ♦ 1
1 � ♦ 1
GT
1 CDDOI ` ♦ 0 1
o ♦ ♦ 0 1
1 yLL
1
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re------ --- �0 1co
----- ----71
1 ♦ 8F16-1T/0M/0B _ 1 ♦ 8F16-1T/0M/0B 2
8F24- ♦♦ ♦ 1
1 ♦ % 11 T/OM/OB ♦ ♦ 1
1 I♦ ♦ ♦ ♦♦♦
10
1 � w ♦ 1
l ♦ GT ♦ 1
1 ♦ ♦ 1
1 ``% ♦♦♦ 1
1 ° ♦ 1
C)
co
1co
1 � ♦ 1
Y 1
1 I 1 1
1 1 1
1 I 1
1 I 1
I 1 1
I 1 1
1 1 1
I 1 1
1 1 1
1 1 1
1 I 1
1 1
1 1 1
lC) 1 0l
to Z 1 �1
1 7 2.1 1 m
1
17 L1
1� 1 1
I� 1 1
1 I 1
1 1 1
1 UNO, PROVIDE BB1 WHERE 1 1
1 ROOF TRUSSES BEAR, TOP 1
1 OF WALL EL. 8'-8", UNO. 1 1
1 � 1
1 I 1
1 I 1 I 1--
1
1 ♦ ° 1
1 ♦ � 1
1 ♦ 1
♦ 8RF6- I� 1
♦♦ 1T/OM/OB I 1 1
1 5'-4„ ♦ 1 1
♦ 1
1 1 ♦ ♦♦ 1 1
1
1 I 1,°° i ♦♦♦ ; 1
1 °° 8RF6-1T/0M/0B ♦♦ 1
8F16-1T/0M/0B ♦ 1
1 _ - .ram—T------------1---------...1 L-----------------.-------�—J
8F24 MIN.-1T/0M/1B
17-4
BTM. OF LINTEL @ T-0"
ABOVE FINISHED GARAGE SLAB
LIFT BEAM PLAN
SCALE: 1/4" = V-0"
0
r`
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
REEKSIDE
PHASE2
LOT #27
PROJECT# I
04321.200 027R1
MODEL
4EBB
"1828—CALI"
i•ARAGE SWING:
RIGHT
Reviewed tot Code PAGE:
Compliance
universalEnnee,,ny
Sciences
LIFT BEAM
Sciencees
PLAN AND
NOTES
Ll0 �IPH EXP. C
ARCHfFECT.
TE F FLORIDA
MAR 19 2021
MICHAEL C. ANDERSON
AR NO 17305
03 17 21'
�ArE: / /
SCAUE: 1/4 =1'-0"
SHEET
S 2
a
a
R R H
#5 CORNER BA W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
11
{
30" TYPICAL
#5 BAR IN BOND BEAM
CORNER
r--"' REINFORCING OF BOND BEAM
SCALE: 3/4'=V-0"
NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS TO ACHIEVE THE
BEARING
UIRED
�OF�\���� REINFORCING (L2) 4 THE LAST COURSE WILL BE A BOND BREAM WITH (1) 5 BAR CONTINUOUS ROUND
NGPLACE STEEL HEIGHT.
� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" co
P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
p COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED THE STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OF THE LINTEL.
6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
8x16 DBL. BOND _ TOBP OF
BEAM W/ (1) #5 BAR BOND BEAM Y—
• EACH COURSE
p YNp 8x8 BOND BEAM TOP OF
• Q�G� F =FILLED W/GROUT W/ (1) #5 BAR BOND BEAM
��p U =UNFILLED GROUT SOLID FROM TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
�j WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.
i �` i BEAM COURSE - SEE NOTE 5 --
05� �0 ��1 V-1 T/ I M/OB LINTEL W/A(1)#5BAR R(L2)E
HOE GIHTL # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY
BOND BEAM COURSE OPENING-2'' BEAM DESIGNATION
IT IS THIS ENGINEER'S INTENT OR /-i1Vl DESIGNATION
V/'1 I V
THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND'. BEAM /#OF #5'S, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0"
AND XFXX - 1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (Ll) REFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
AND XUXX - 1T/1 M/08 INDICATES'A DOUBLE BOND'. BEAM ABOVE UNFILLED TOP
LINTEL OF OPENING 00
AND XUXX - 1T/OM/08 INDICATES'A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
w
WINDC
PRE -CAST
WINDOW
SILL
PE
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
2x4 (MIN 2 X 3) 1-3/16
APCON OR DRIVE PIN (MIN
S K SIZE.145 MIN HEAD
SIZE . MIN EMBEDMENT 1
1/4") 8" F EACH END AND
18" O.C. MA . IN 1-1/4"
EMBEDMENT
2x6 (MIN 2 X 3) 2-3/16 TA ON
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 2X 3) 23/16
TAPCON OR DRIVE PI LIQ
SHANK SIZE.145 IN A
SIZE .300 MINE T
1/4") 8" FROM EACH ND ND
18" O.C. MAX. MIN 1- .4'/
EMBEDMENT
SINGLE #5 CORNER
BAR, 30x3O TURNED UP
OR TURNED DOWN INTO
FILLED CELL
2X4 SOLID BLOCKIN
SECURE TO SHEATHING
MIN. 2-12d PER BILK. EA. END
- 7,16" OSB SHEATHING
--CMU WALL
ARCHWAY FRAMING DETAIL
SCALE: 3/4"=V-0"
Reviewed for Cotle
cclrr'GF""E
Universal. t.:.: gineerin
Sciences 9
STEEL REINF. OF
BOND. BEAM
PROVIDE #5 BAR
STEEL REINF. OF EACH SIDE
O LEVATION
BOND. BEAM
CHA E
CHANGE IN
ELEVATION OF BOND BEAM
SCALE: 3/4"=
2194 HWY A1A, SUITE 30J
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
;a
a
z
r
3UBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#'''
04321.200 027R1
MODEX •
4EBB
"1828-CALI"
GARAGE SWING:
r,.
RIGHT
PAGE: _-_.
01
DETAILS
160 MPH EXP. C
ARCHITECT,)
STATE OF FLORIDA
MAR 19° 2021
MICHAEL C. ANDERSON
AR NO 17305
DPRINT 03/17/21
SCALE: 1/4"-1'—O"
SHEET
a
S 2 > 1
G
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
LOADS FOR
SAFE UPLIFT LOADS FOR
8" PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFPE
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
8/8-OB
/16-1T/06
/20-lT/06
/24-1T/OB
/28-1T/OB
/324T/013
TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
8/8-1T
8/16-1T
8/20-1T
8/24-1T
8/28-1T
8/32-1T
8/8-1B
8/16-1TOB
/20-1T/18
/24-1T/16
/28-1T/1B
/32-1T/1B
8/8-2T
8/16-2T
8/20-2T
8/24-2T
8/28-2T
8/32-2T
3'-6" PRECAST
1436
952
3114
4217
5321
6426
7531
3'-6" PRECAST
689
1024
3' 6" PRECAST
1569
3524
4394
5263
6132
7001
2465
6113
6385
7708
9031
10000
1569
3524
4394
5263
6132
7001
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
4'-0" PRECAST
514
763
4' 0" PRECAST
1363
3060
3815
4570
5325
6079
1961
6113
7192
6524
7627
8751
1363
3060
3815
4570
5325
6079
4'-6" PRECAST
819
533
1770
2400
3033
3666
4300
4'-6" PRECAST
398
591
4'-6" PRECAST
1207
2582
3375
4043
4711
5379
1625
5743
7547
6752
6541
7565
1207
2707
3375
4043
4711
5379
5'-0" PRECAST
931
1247
1999
2560
3123
3686
4249
5' 4" PRECAST
411
411
5'-4" PRECAST
1016
1806
2374
2944
3513
4084
1319
4460
7196
7342
5780
6259
1016
2276
2838
3399
3961
4084
5'-10" PRECAST
817
1024
1631
2090
2549
3009
3470
5'-10" PRECAST
340
339
5'-10" PRECAST
909
1499
1971
2443
2915
3387
1161
3693
5877
6036
6548
5776
929
2080
2593
3107
3620
4133
6'-6" PRECAST
692
1139
3227
3031
3707
4383
5061
6'-6" PRECAST
410
721
6'-6" PRECAST
835
1201
1578
1955
1 2332
2709
1139
3227
4598
7054
10000
8825
835
1868
2329
2790
3251
3712
7'-6" PRECAST
570
938
2498
2205
2698
3191
3685
7 -6" PRECAST
373
534
7'-6" PRECAST
716
900
1181
1462
1743
2025
938
2498
3408
4864
7067
6472
727
1624
2025
2426
2827
3228
9'-4" PRECAST
428
633
1593
2204
2481
2818
2621
9-4' PRECAST
192
384
9'-4" PRECAST
454
586
767
948
1129
1310
639
1674
2298
3081
4099
4899
572
1318
1643
1969
2164
2519
10'-6" PRECAST
388
487
1247
1767
1 1904
2163
2028
10'-6" PRECAST
151
301
10'-6" PRECAST
356
468
612
755
899
1042
550
1407
1897
2781
3222
3784
504
1180
1472
1763
1710
1989
11'-4" PRECAST
330
544
1312
1742
2252
2868
3630
11'-4" PRECAST
132
417
11'-4" PRECAST
430
406
530
653
777
872
544
1312
1742
2252
2868
3552
466
1042
1372
1643
1470
1710
12'-0" PRECAST
308
507
1210
1596
2048
2586
3191
12'-0" PRECAST
111
370
12'-0" PRECAST
383
366
476
581
698
783
507
1210
1596
2048
2586
3171
440
940
1300
1560
1314
1476
13'-4" PRECAST
270
433
1045
1365
1732
2157
2535
13' 4" PRECAST
82
298
13' 4" PRECAST
308
303
393
484
575
645
414
1045
1365
1732
2316
2605
396
780
1057
1312
1071
1203
14'-0" PRECAST
254
388
978
1272
1606
1988
2279
14'-0" PRECAST
71
293
14'-0" PRECAST
279
278
360
443
526
609
390
s7s
1z72
lsos
1950
23ss
378
717
961
1192
975
1133
14'-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'-8" PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
422
506
626
746
865
458
1079
1429
1824
2277
2712
246
663
980
-
1237
1474
1715
15'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
15'-4" rRESTRESSED
N.R.
252
15'-4" PRESTRESSED
224
387
464
574
684
793
412
1014
1340
1703
2118
2513
230
616
908
-
1134
1353
1572
17'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
17'-4" PRESTRESSED
N.R.
183
17'-4" PRESTRESSED
187
326
365
451
587
680
300
856
1121
1413
1739
2047
192
506
720
501
1135
1312
19'4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19.-4" PRESTRESSED
N.R.
148
19'-4" PRESTRESSED
162
266
348
430
513
595
235
736
959
1200
1467
1716
166
429
623
803
950
1098
211-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21'41 PRESTRESSED
N.R.
125
21'-4" PRESTRESSED
142
219
308
381
454
527
180
598
833
1038
1168
1458
142
373
537
690
816
943
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0" PRESTRESSED
N.R.
116
22'-0" PRESTRESSED
137
226
290
359
428
497
165
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
455
581
687
793
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S 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
91 Reviewed for Coc
Compliance
Universal Engineer
Sciences
2194 HWY AlA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 o
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT*
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
GwARAGE SWING:
RIGHT
PAGE:
SAFE LOAD
TABLES
I60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
MAR 19 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE:03/17/21 1
SCALE. 1/4"=1' - 0"
SHEET
Ste 2A
HIS
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE '
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)110d 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" HDGNAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING J8 TO BE PER FASTENER
SCHEDULE. I
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. 1
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"). I
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.
I 13, ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH 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 610 NOT NECESSARILY
REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN! THE FIELD. FIELD
IN IJA R M WITHIN
W/2X6 1
CHORD
(_.TRUSSES Wi2X4
BOTTOM CHORD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRAC G G A S 2x4 SCAB NAIL D TO \-
THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE TRUSS BOTTO DIAGONAL
ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS END JACK CHORD W/MIN (14 10J� BRACING/BOTTOM
WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND WHERE APPLICABLE NAILS FOR EA H jI"CHORD BRACING
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE (ICONTRACTOR SHALL PLACE CHORD CONN CTION
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB A CONDITIONS ALLOW.
A DISSIMILAR BOTTOM CHORD BRACING @ END
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 IND MISTAKE
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL
TRUSS TO
TRUSS CONNECTIONS. I
4. AVOID PLACING A TRUSS PERPENDICULAR TO ASTEELI COLUMN..
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
----
TRUSSES W/2X4
GIRDER/TRUSS
TRUSSES W/2X4
BOTTOM CHORD
IOR X6 BOTTOM
CHORD
BOTTOM CHORD
DIAGONAL
2x4 SCAB NAILED TO
IAGONAL
DIBRACING/BOTTOM
BRACING/BOTTOM
TRUSS BOTTOM CHOR
CHORD BRACING
W/MIN (4) 10d NAILS
CHORD BRACING
FOR EACH CHORD
CONNECTION
DISSIMILAR
BOTTOM CHORD BRACING ® MID RUN
B
CONN ECFOR SCHED DUE
- CUN TULIYAIF 01/}]%ID20
AA Tek USP
SIMPSON
RTek HER
SIMPSON
DES
UPLIFT
GRAVITY
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GAAVRY
FASTENER
FASTENER
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SCALE: 1/4" = V-0"
_ J
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802 3591
www.abdesigngroup.com
AA #: 0003325
E
x
i
SURDIV 8e LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT#
04321.200 027R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
yy
�.1
I
FRAMING
PLAN
I)
160 MPH EXP. C
MAR 19- 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 17 21
DATE: / /
SCALE: 1 /4"=1' - O"
SHEET
S 3
y
ENGINEERED WOO
TRSSE
PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT
HOP II
"ROOF/WALUFLOOR
DRAWINGS FOR RE
IEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH -
PLYWOOD SHEATHING, SEE
(9) 10d x 1 1" NAILS TO TRUSS
z
"ROOFJWALL/FLOOR
T USSANSIMPSON OR WITH
TRUSS ANCHOR WI
H
NOTE: APT SYP #2 2" x 4",
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
SHEATHING
1
(9) 10d x 1 z NAILS TO
6", 8" x 4'-0" MAY BE ADDED
(12) 16d x 1 2" NAILS TO TRUSS
FASTENER SCHEDULE"
GIRDER. PROVIDE
"
W/ 10d NAILS, 2 ROWS, 3'
DBL STRAP, 1 EACH SIDE WRAPS UP AND
MINIMUM
E
O/C TO FACILITATE ONE
OVER TRUSS (NOT SHOWN)
T. USE
EMBEDMENT. USE
IN
ADDITIONAL PLY MAX. TO
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
NOTE: A PT SYP #22" x 4",
CONJUNCTION WITH
ACCOMMODATE GIRDER
(16) 10d x 3 4" NAILS TO GIRDER AND
6", 8" x 4'-0" MAY BE ADDED
4,ACCOMMODATE
HEAVY UPLIFT
TIEDOWN REQUIREMENTS.
(2) SIMPSON HETA16 TRUSS ANCHORS
W/ 10d NAILS, 2 ROWS, 3"
CONNECTOR
WITH (12) 16d x 3 z" NAILS TO GIRDER
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
- A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
1x2, 2x WOOD FASCIA r5;
TRUSS
WITH (4) e' x 5"TITEN HD TO CMU AND (12) SDS
SEE ARCHITECTURAL -
ANCHOR REQUIREMENTS.
'-,° x 2 2" TO GIRDER
2x SECURED W/ (3) 16d
— B-(1)SIMPSON FGTR GIRDER TIEDOWN WITH
GALV. COMMON NAILS.
ENGI 8S EERED WOOD
-i x
(2) 1z„ x 5" TITEN HD TO CMU AND (18) SDS ,
1x2 SECURED W/ 10d -
TRUES 9 24" O/C,
1 x2, 2x WOOD FAS
1A
3" TO GIRDER
GALV. COMMON NAILS
SUBMIT SHOP DRAWINGS
SEE ARCHITECTUR
L !,
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
12" O/C FOR REVIEW 2x SECURED W/ (3) 16d !
AND AP
PROVAL GALV. COMMON NAILS. (2) Z" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3"
1x2 SECURED W/ 1 d
MASONRYBOND SCREWS TO GIRDER (EACH TIEDOWN)
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
A ALLOWABLE UPLIFT = UA 810 LBS, ILi770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS,!L:1430 LBS (2 OR 3 PLY) 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/
1 a 1 b 1 C scALE:3/4„=1'-0" I TYPICAL ROOF
GIRDER CONNECTORS) 2a 2b 2c GIRDER CONNECTOR(S)
SCALE:3/4"=V-0'
# 1100 UPLIFT SIMPSON -
HTSM20 W/1010dTO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 10d TO
TRUSS AND (4) 1/4" x 21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE—ENG TRUSS
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
CONTINUOUS BOND BEAM FLORIDA32937
I PH:321-802-3591
www: a bd es i g ngrou p. com
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4' -1' 0
, d
(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
9
BRACE W/ (3) 12d @ EA: TRUSSES WHERE I
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0„ (1) „X" BRACE SEAMS)
30' 1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE
6-0" MAX (W/1 X4) (1) "X" BRACE @ CENTER TO ELK W/1/2" DIA.
OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2"
v. v FROM CENTER TO END.
WASHER SET IN HIGH
D FASCIA.
STRENGTH EPDXY6"
2x W00 C .
MIN. EMBED. AT 32" OC
Ix4 DIAGONAL SEE ARCHITECTURAL
BTM. CHORD MAX.
BRACING, SEE PRE ENG GABLE TRUSS -- SECURE GABLE TO8"
PLAN FOR LOCATION O C. MAX PLATE W/ 12d's 8"
o ZD U d MAY NOT BE STIFFRACK (AS PER - -
l ct) , -J > REQUIRED TRUSS ENG) CONT 2x4 SECURED W/ X
iv F- a H (2) 10d's @ EACH TRUSS
TO BE INSTALLED @
BTM. CHORD OF 10'-0" O.C. MAX.
i
WOOD ROOF TRUSSES
SEE SCHEDULE FOR -
BOND
7pT�
1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER C REEKS IDE
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF PHASE
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN I- HAS E 2
COMMON NAILS AT EACH CHORD
! INTERSECTION TYP. 1 ! LOT # 2 fry
BTM" CHORD BRACING BLOCK WALL W/ GABLE END r
6 7 1 SCALE:3/4„=,,_0,, I PROJECT#
PRE ENG D TR SS
14kD
NOTCH DEPTH /
HOLE EDGE>5/8"
HOLE DIAMETER
L. STUD
OUTER iPLATZEi
SPAN O
HOLE EDGE >5/8„
HOLE DIAMETER
<3/5`D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
SCALE: 1 112"=V-0"
- U 04321.200 027R1
mODErk:
4EBB
„1828-CALL,
' ARAGYE SWINGY:
�RIGHT
I
Reviewed for C<. -- -"
Gg Compliance PAGE:
Universal Engine,
Sciences
THE USE OF ALTERNATE MATERIALS MAY BE DETAILS
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING 160 4 11 EXP C'
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
ARCHITECT
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS STATE OF FLORIDA
EQUIVALENT OR GREATER UPLIFT AND LATERAL,(F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND a
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
I' —
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE —
SUBJECT TO F1 AND F2 FORCES.
MAR 19 2Q2"1,
Idll`J4AFI f _ ANnFRSf1N
AR NO 17305
f3PRINTATE: / /03 17 21
CALE: 1/4"=f-O"
HEET
S3e1.
r
A
PRE-ENG GABLE TRUSS —
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
2X4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR
LOCATION 01
SECURE 2x6 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
i
0
PRE-ENG'D WOOD
TRUSS JYP) @ 24" O.C.
MAX
FOR STRAPPING
VERIFY
W'TRUSSPLAN
(-,(.)NC - POURED
LINTEL COURSE
CONT. 2x4 SECURED W/ (2) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.
GABLE END BRACING W1 PRE-ENG
GABLE TRUSS @a CMU WALL
SGALt: 3/4"=1'-U
Reviewed fo, Cod.,
Compliance
Universal Eggineenny
Sciences
2194 HWY A1A. SUITJ301
INDIAN HARBOUR BFLORIDA3293PH: 321-802-35www.abdesigngrou
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #27
PROJECT*
04321.200 027R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
AILS
LEDEET
MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
VAR 19 2n?1
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03 17 21
SCALE: 1/4"=1'-0"
SHEET
S3e 1B
2x4 BLOCKING BETWEEN TRUSSES
(2) 2X4 No.2 SYP DIAL.
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 0'(1) "X" BRACE
30 1" 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 TRUSSENG)
PLYWOOD SHEATHING, SEE
"ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
ix2, 2x WOOD FASCIA
CONNECTION PER
SEE ARCHITECTURAL
TRUSS MFG.
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
1
W1 HIP RETURN SCALE`S/4"=1'-0"
VTCR
i
SIDE VIEW
VTCR SPACING (1) AT EA
AND 6'-0" O
PRE-ENGINEERED
r VALLEY TRUSS CONNECTION
i 2 SCALE: N.T.S.
Reviewed for Cod,
Compliance
UPtv"sal Engine.
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH:321-802-35'31
www.abdesigngroup.com
AA #: 0003325 00
9U3BDIV. 8e LOT:.
CREEKSIDE
PHASE '2
LOT #27
PROJECT#
0321.200 027R1L
DE•
4EBB
1828- CALIR"
GARAGE SWING:
RIGHT
PAGE:
kl,
DETAILS
160 MPH EXP. C
ARCHn'ECT
STATE OF FLORIDA
t
MAR 19 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 1'7 21
DATE- 03 /L
SCALE: 1/4 =l'-O"
SHEET
Sao 1'�
t
t41
GABLE - END
I
c
a 013
O � v 0 0 0 0 a 2E 0 0 0 V 0 V� 3 a
ksvvvvvvv vvv vvv
jF-- HIP ROOF------�F
ROOF WIND DESIGNPRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 =52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50)
ZONE2e = 60.50 PSF (70.50)1 ZONE 3e = 69.80 PSF (79,80)
ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80)
ZONE 2r = 69.80 PSF (79.80)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: +/- 0.18
ROOF DIAPHRAGM
FOR
ASPHALT HIN LE ROOF, USE
MIN 7/16"STRUCTURAL
SHEATHING EXP 1(24/16) or 15/32"STRUCTURAL SHEATHING EXP 11
(32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING; USE 15/32'I1
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AD
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/ IN14'
OF GABLE END.
WAL FLOOR
ROOF/ L/ 00
SHEATHING
FASTENER SCHEDULE
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
8d
RING SHANK,
2 5/8"
0.113
170,000
RING
(16-20 RINGS.
RSRS-01
RSRS
SCREW SHANK
PER INCH)
8d
RING SHANK,
23/8"
0.113
F1667
PNEUMATIC
RSRS-01
SCREW -NAILS
EXTERIOR SHEATHING
USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT
4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING
INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUR SPECS.) SEE DETAIL.
ROOF SHEATHING ATTACHEMENT SPACING
ZONES 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
� BUILDING LENGTH �
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT
AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE' GABLES -DROP GABLE END & 11) ADD'L DROPPED
Kr
(3j
co
Z LU
2!
Z ❑
W
Z
=O
to
0
Z
E
00
8d RING SHANK GUN NAILS @ 4" O.C. -
TOP & BOTTOM EDGES @!
J
Q
Z
Z
. Y
w
a
z
W
z
L5
0,
4.
-1 _
TYP. EXT. SHEATHING ATTACHMENT
A.
Z0
w
V
W
w
w
w
C w
1e@
00
O O
N (D
CO
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING ,@ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2l
BLOCKING PER NAILING SCHEDULE
C8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT'
TABLE FOR FIELD SPACING
`YP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
(—#8'2"DECK SCREWS @ 6"-8" O.C. MAX @
EDGES & 12" O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
-I
T'P. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
i
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
$TRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
WOOD:
A RCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
Ni)N-BEARING
-. ,
- AR
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT. SHOWN
c H IT E c T s
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE:STANDARDS: FBC-R 2020, 7th EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".
Al I_ WOOD FO
ACI 318-14, BUILDING CODE REQUIREMENTS ':
CRIPPI FRS, S
FOR STRUCTURAL CONCRETE, TM5 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
-
FJ AS I ICI FY
COLD-FORMEDSTEELSTRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC'SPECIFICATIONS
.
DRAWINGSSEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TR
FORM -WORK:
SHALL BE RAT.
sign
I-Ou'P
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
CORROBORAI
�
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 SHAL -
-- _-- ---
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
W/ DOT SHALL
April 21, 2021 -
-
EDITION, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MO -
DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
4L
AWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAIL
Planning & Development Services ,
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THEAFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION,. OR OTHER NON STRUCTURAL ITEMS
- Building .& Code Regulation Division
OF THE. WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING
PROVIDE SOLI. _
2300 Virginia Ave:
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP 92.
-
Fort Pierce, Fl: 34982
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED V. -.
-..(772)462-2172 -
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED. WIRE MESH:
AT BEARING L.
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS. `
WELDED WIRE MESH, SHALL BE ASTM A1064/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
WOOD TR
RE: Permit #
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
D.R. Horton Homes
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0"OC, EACH WAY.
TO BE DESIGN
STRESS GRAE
Creekside Lot 27
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
SEALED BY A I
Response Letter
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR F
O.WORK.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
MEETING THE
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
For the above listed project, the plans indicate 7/16 .roof Sheathing on Sheet SNl. -
DESIGN
LOADS:
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABIR
This is an error on the plans. The Correct callout Shall be 19/32" Sheathing thickness and
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS F
the correct reference for Wind pressures i5 ASCE 7-16 reference.
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
COMMENTARY
COMMENTARY
ROOF LIVE LOAD' FLOOR: LIVE LOAD 40 psf
REVIEW.
20psf TOP CHORD -non-concurrent -
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"
WOOD USSI
10 psf BTM CHORD -non-concurrent
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
TRUSS MANUF
LOCATIONS W
-
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTION -
a
-- Cod -
15 pal TOP CHORD 20 psf TOP': CHORD
I (7 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE)
I
ALL VERTICAL REINFORCING IN BA IN MU CELL SHALL
O C G BARS C S S BE ANCHORED IN THE FOOTING,
HURRICANES
g15,1%, e1 ��
C 0 tn4
5 p
10 psf BTM CHORD 5 psf BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
etEn9lneen"9
�S�Y� Sclen�g
DEAD LOAD TO RESIST WIND UPLIFT: 10psf
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR
BALCONY LIVE LOAD. 60 psf
WALL
TRUSSES/GIRT
STAIRS LIVE LOAD 40 psf
WIND: DEAD LOAD SPEED MPH S- SECONDC,RISK
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOI
CA
{ASCE 7-16 (FBC R2020) EXPOSURE C; RISK CATEGORY II)
020)
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATK
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPAN
STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE S
.30psf,
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50p5f,.PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL I -
VEHICLE GARAGES: 50psf, ROOMS. OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
PROVIDE ENGi
40psf
MASONRY:
PLAN SHOWINi
'..
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PRC
SHOP DRAWING REVIEW:
"SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
Should you have any questions, please feel free to contact rile.
HOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES AS PUBLISHED BY
)'
THE HURRICAP
CONSTRUCTIC
--
- -
F THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY,OF THE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY
'Sincerely,-,
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
THE TRUSS TC
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
✓:
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90;. GRADE f'm = 2000 PSI.. BLOCK SHALL BE PLACED USING
OF THE DELEC
AND CLADDIN(
DRAWINGS SUBD MITTS WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL S TRLIS TO
i
F REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE PROHIBITED
REPRODUCIBLE
PLACING F I -
C G OR N WALL COLUMNS. GROUT USED T F
US O ILL MASONRY CELLS SHALL COMPLY WITH
% '`, •,,,
OF
EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT.
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
pQ
C"
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT.MIX SHALL HAVE A MAXIMUM 3/8"
/BITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
�- _
l�h hael C. AnderSol
,FOUNDATION/ SITE PREPARATION:
TYPE"M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
Fl r
o shitee � 305
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
_
=
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE
SHALLBE3/S" 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.
SOIL FOR TERMITE PROTECTION.
_
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
SUCCESSFUL: COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE,
REINFORCING.
- www.abdesigngroup.com
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O._
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURAL STEEL:
BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCRETE: -
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR Bl/1LDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE. OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
I'
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
I
CTRE
EKSS
IDE
A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
PHASE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB,
WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
ry -
LOT # (-
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS,
OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
(
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.
Revj",ed for Code w II
mpliance 1ZOJECT#
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M, OR MEASURING, MIXING, TRANSPORTING,
ALL ANCHOR .BOLTS SHALL BEGALVANIZED STEEL. ARETOBE.STEEL. �
1 �J-BOLTS
�i4321.200/027R1
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
Scenceseenng
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON
y®DEL:
THERE IS A 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
4 E B B
NON COMPLIANCE WITH THE ABOVE.
>> ee
1828-CALI
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'.
A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
GA ZAGE SWING:
!.
FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER,
RIG.HT
1-1/2" FOR#5 AND SMALLER
B
�a
2"FOR#6 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
_
:SAGE:
3/4" FOR SLABS, WALLS AND JOISTS
`3
1-1/2" FOR BEAM AND COLUMN PRIMARY. REINFORCEMENT, TIES, STIRRUPS
Id
DETAILS
FASTENER SCHEDULE
WINDOW AND DOOR BUCK FASTENERS FASTENER
E
SI2
NOTE W✓WASHER STAGGERED EDGE DIST.
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 HILTI 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 A WOOD DOOR FRAME. 1, MEMBERS ARE NAILED AND
2x MEMBERS ARE. SECURED Wr TAPCONS OR RAF TO THE SUBSTRATE.
SI��PH SAP. C �
FARCHI TEC1.,
STATE OF FF�m;' �e.
7
+d
MAR 19 2021,IA
MICHAEL C. ANDERSON f.a:
AR NO 17305
PE2INT 03/ 17/ 21
DATE:
SCALE: 1/4"=f—O"
SHEET
)
S N I Ij