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1430
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NE, FAL-M BAY, I=L- 32907
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® STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIONS
REVISIONS
CERTIFIED BUILDING CONTRACTOR:
anDRmA BMING CODE, RESMKWMa4
ABOVE
LAV.
LAVATORY
DATE
DrSCRIPTION
- -
l EDMO (202e
ABV.
Alc
CONDITIONING
LUMINOU
01/26/IS
GD'S ISSUED
'
SCO�g
-All LOCAL AND STATE ODES
ar.
AIR
STABLEM.C.
CABINET
a
ALT.
ALTERNATE
MFR.
MANI JFAC IT JRER
01/15718
2011 FEG UPDATE
' {
b' DIR,, HORTON HOMES
-OCCUPANCY
- RESIDENTIAL, GROUP R3
AMP.
BD.
AMPERAGE
BOARD
MIN.
M.T.
MINIMUM
METAL TESHOLD
THRESHOLD
01/16AS
CD'SRE-ISSUED
y
a CONSTRUCTION TYPE
- VB
CL
CENTER LINE
MrD.
MOUNTED
- -- ------
1430 CULVER DRIVE NE
-MIN. INTERIOR FINISH
- CLASS B
CAB.
CABINET
MTL.
METAL
02121AB
SIDING ELEVATIONS ADDED _
PALM BAY, FL 3 �07
®BASIC WIND SPEED
- Vult=160 MPH
CLG.
CLR.
CEILING
CLEAR
N:T.S,
O.C.
PT,
NOT TOSCALE
ON CENTERIRE
PROPERTY LINE
03/26/18
GD�S-I55UED .
Vasil=124 MPH
CONC.
CONCRETE
04/I9/I8
FOOTING REVISION PER M. BOWES
TEL: (321) 733-70 2
®EXPOSURE
- C
CPT.
C.T
CARPET
CERAMIC TILE
P.B.
PH
PUSH BUTTON
PHONE,
06/21/I8
CD'S IRE -ISSUED
FAX: (321) 733-7972
wl-STORY RESIDENCE
s2-STORY RESIDENCE
-
- MAX. HEIGHT AS PER LOCAL
D.
DBL
DRYER
DOUBLE
PLT
PLYNVD.
PLATE
PLYWOOD
02/19/19
ADDED GURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS)
AND STATE CODES
D.G.
DIA.
DUAL GLAZED
DIAMETER
PR.
P.T.
PAIR
PRESSURE TREATED
02/22/19
-- -- -- --
PLAN MAINTENANCE
- DINS.
DISP.
DIMENSION
DISPOSAL
R.
RAD- -.
RISER
RADIUS
03128A9
--'
REVISED LINTEL SITE AT FRONT ENTRY DOOR
„b
P
DP.
DR.
DEEP OOR
DOOR
REF. REF.
REFRIGERATOR RETURN AIR GRILL
04/24/19
-_-
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELS.,
►� Ci S
D.S.
DOWNSPOUT
RM.
ROOM
®
STATE OF FLORIDA
.
04/24/113
REVISED HVAG VOLUMES ON SGFT CALL SCHEDULE (MELB.)
o
DTL.
DETAIL.
R.O.
ROUGH OPENING
---- _--_
]PROFESSIONAL ARCHITECT:
D.W.
DISHWASHER
SO.
SOLID CORE EXTDR
06AM9
ADDED 'EXTERIOR MONO DEEP FOOTER'DETAIL I2/51.1A(ORL)
EA.
EACH
S.D.
SMOKE DETECTOR
---- ---
} //``''�'I �1
MICHAEL C. ANDERSON
LIVING
n16 5Q. PT.
ELEV.
EQ.
ELEVATION
EQUAL
S.H.
SHT.
SINGLE HUNG
SHEET
06/21/19
ADDED LED LIGHTS 9 KITCHEN t BATH PER MARK 5OWES
GARAGE
430 5Q. FT.
EXIT
EXHAUST
SHTHG.
SHP.ATHING
0149/19
ADDED STONE OPTION ELEVATION G i D (TAMPA)
AR N o 17305
ENTRY
16 SQ. FT,
FXT.
EXTERIOR
SHWR.
SFIOWTER
09/11/19
ELEVATION °G' SIDING ADDED LOUVER 6 GABLE ROOF _
.
LANAI
80 SQ. FT.
F.G.FX
FIXED GLASS
SIM.
SIMILAR
P.G.
FUEL GAS
SL.
SLIDING
10/25AS
ADDED OPT. W-O' CEILING HEIGHTS
7
A.B. DESIGN GROUP, LLC
TOTAL
2362 :7Q. FT.
FIN.
FIR
FINISH
FLOOR
SL. GL.
STD.
SLIDING CLASS
STANDARD
01/01/20
REPLACE U5P CONNECTORS WITH SIMPSON CONNECTORS
2104 HWY A1A, SUITE 301
FLUOR.
FLUORESCENT
SWS
SHEAR WALL
— ------
INDIAN HARBOUR BEACH, I L 32937
A/C VOLUME 1647ib GU. FT.
FR. DR.
FTG
FRENCH DOOR
FOOTING
TEMP.
SECTION
TEMPERED GLASS
04/01/20
REVISE ENKAVENT RADON PLAN DIMENSIONS
GAUGE
THK.
THICK
04/09/20
OPT. S'-0' CLG. HGT: ADDED LED_LIGH7 IN FOYER
7 el: (321) 802-3501
Tel:
GAR, DISP.
GARBAGE DISPOSAL
TO C.
TOP OF CURB
04109f20
_
OPT. 8'-0' CLG. HGT. ELEVATION 'C' REVISED HEIGHT OF ARCHWAY
G.F.I.
GROUND -FAULT CIRCUIT
T.O.P.
TOP OF PLATE
TNTFRRIJPTER
T.O.S.
TOP OF SLAB
05/06/20
ADDED ELEVATIONS 'L' t TT (ORL)
GL.
GLASS
TYR
TYPICAL
---- .�—
GYP. BD.
GYPSUM BOARD
U.N.O.
UNLESS NOTED
01115/20
ADDED ELEVATIONS M'-'MH'-'MS' (ORL.)
H.B.
HOSEBM
OTHERWISE
-- ------
H.C.
HOLLOW CORE
V.P.
VAPOR PROOF
01/01/21
2020 FBC UPDATE
DRAWING / CONTRACT DOCUMENT
HDR.
HEADER
W.
WASHER
-----
. i
REVIEW BY BUILDER
HGT. OR HT
HEIGHT
W,
WITH
— ^ --
INSUL.
INSULATION
WD.
WOOD
THE BUILDER ASSUMES ALL LIABILITY FOR
wT.
INTERIOR
W u
WIND
RHEATER
- ---
INTERPRETATION OF THE CONTRACT DOCUMENTS.
W,L
WROUGHT IRON
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
-- ----------
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
-----
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND, TO. ALL WRITTEN `
PRI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
SIBILITY FOR INTERPRETATIONS' OF
-- ---" ---^- ^--
UCTION BY THE BUILDER WHEN NO RFI's HAVEENERATED
FOR UNCLEAR ASPECTSS OF THE
L
UCTION BASED ON THE DRAWING, SET.
INDEX OF DRAWINGS
ARCHITECTURAL SHEET
PG
Cl-COVER
SHEET
PG
GN-
GENERAL NOTES
PG
Al -FLOOR
PLAN
PG
A2C-ELEVATION
"C"
PG
E1-ELECTRICAL
PLAN
PG
P1-PLUMBING
PLAN
PG
Ml-MECHANICAL
PLAN
PG
D1-DETAILS
PG
D2-DETAILS
PG
WA1-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 #
PG Sl-FOUNDATION PLAN
PG Sl AA -DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S2.2A-SAFE LOAD TABLES
PG S3-FRAMING PLAN
PG S3.1A-DETAILS
PG S3.113-DETAILS
PG S3.lC-DETAILS
PG SN1-DETAILS
DESCRIPTION
DESCRIPTIO
�"P VfEVJp,j fir I Oil~;
' "rmlianrr
(Uf is;f. 7.01Tx ..^;j1
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
rCs,u3BDrv. & LOT:REEKSIDE
PHASE 2
LOT #4
MODEL:
4EBB
"1323--CALI"
GARAGE SWING:
RIGHT
COVER
SHEET
iWin &I`yso■*0mw
FLORIDASTATE OF
kit,
1' I
. .1� -tip•
• A IF•
.I
r, &&N a DATE: 03 03 21
SCALE: 1/4"-1'-0"
�I
GENERAL NOTES
SITE WORK
TIMBER
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT)
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
7th EDITION, (2020), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
HEREIN:
FBCR 7TH EDITION (2020) UNO.
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS; ROUGH GRADING, ON -SITE UTILITIES,
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
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 I'll
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION.
C. SOUTHERN PINE INSPECTION BUREAU:
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
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
D. TRUSS PLATE INSTITUTE:
ARCHITECT.
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
E. APA - THE ENGINEERED WOOD ASSOCIATION:
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'/2 THE HORIZONTAL
I. ENGINEERED WOOD CONSTRUCTION GUIDE
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
F, AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
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" IAYERS
2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
THE CONTRACTORWILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS 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 CONSTRUCTION Al
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
3 MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
FABRICATION OF THE WORK.
4 NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
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 CODES.
UNTIL SLABS
5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
7.
DO NOT BACKFILL 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 CONTRACTOR
6 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY QF THE STRUCTURE DURING
8.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE,
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
PLUMBING
9.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
1 SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40); INSULATED WITH'/z' Al4.
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
SHOWERHEAD
HEADS
SHOWER S SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION; INCLUDING ALL APPLICABLE STATE, CITY AND
5. ALL CLESHALL BE FLUSH WITH GRADE.
9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
COUNTY BUILDING AND ZONING CODES.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
OES AND CARPORTS
7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2.
11.
SWIMMING POOL, DECK; SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903,
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
DRAWING.
9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
10 DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2,
12.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDE::",
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER ,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
EMMOR WALL 0MIl
2. AS PER SECTION 11: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
I S
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED ED TO THE
THE WALL S FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
SOLID WOOD DOORS NOT=LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEML.NT:
TABLE R31 MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
EXTERIOR FINISHES
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
„
AGRICULTURE AND CONSUMER SERVICES
1, WHEN PLASTERING WITH CEMENT; PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER; NOT LESS
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
THAN 2 COATS, 1/2" THICK; WHERE APPLIED OVER MASONRY OR CONCRETE,
GARAGE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926-18b, ASTI063-19a & ASTM-Cl787.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
3. LATH & ACCESORIFS PER ASTM-C-1063-19a & R703J.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
FLASHING HORIZONTAL LATH AND PAPER DETAILS
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PI
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
PROTECTED BY NOT LESS THAN''/2-INCH GYPSUM BOARD OR EQUIVALENT,
-- 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. R3027.
RIOR 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 PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S / 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.
l
9
"'�" i•: �;,, �eJ✓�d for code
„ ompliance
CONTROL DATE: 12/10/20 (RM)
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
STATE OF FLORIDA
A►
AIR NO 17305
.�
r�&AM 03 03 21
DATE: / /
1 SCALE: t/4"=V-Ill
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R3®2.9.4
FLAME SPREAD AND SMOKE-pE /ELOPED INDEX FOR INSULATION SHo
ACCORDANCE WITH SECTION FBC R3®2.10.1 THROUGH FBC R302.105
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36'XI2'
TRANS.
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ARCH
21'-4"
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EXTERIOR MASONRY
WALL 51 HEIGHTS
S'-8' BRCS.
10'-8' BRG.
II'-4' 51
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I
FIGURE R301,2(7)
CONIPOPiEN AND CLADDING PRESSURE ZONES
l4
N
SCALE: I/l = 1'-0'
NOTE:
-2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 50LID
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 3/8' (35
Ml 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 5E EGRESS POINT WHEN THE HOME IS SHUTTERED.
- REFER Tr, BUCKING DETAILS FOR BUCKING AND RO NOTES.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE C = II
-CEILING 51 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 5HC3 ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
OFENING1
01/FRHANG
SEPARATION
U-VALUE
SHGG
I
14'-10'
0-4'
32
25
2
1'-&
_
0'-9'
35
29
35
29
4
83 -
32
5
_
I'-0'
0'- 5.
35
.2
35
29
0'-S.
35
29
4'-9'
35
29
SQ.FT.
CALC.'S
LIVING
GARAGE
ENTRY
LANAI
Ill SQ. FT.
430 SQ. FT.
1(o 5Q. FT.
80 5Q. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
16411.E CU. FT.
COMFONEIIT AN) CLADDING WIND LOADS
BASIC WIND E FOR 3 SECOND GUM
OPEN";r -
AND TYPE f DOTAGE
ZONE
160 [i�Fl WIND MOS
MIN. WINDOW ;i 10
5
34/-45
CRITERIA
EXTERIOR SWING {1 18
5
33/-43
DR. MIN. CRITERIA 'i
54s.D. MIN. 41
5
31/-39
CRITERIA
8010 O.H. D - ii 56
5
29.1/-313
j
r
I
12'xl2' SOFFIT 1 5 313/-45.9
s
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. DAIS 01101/21
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
A C/H 10 1 L.
MY F i !! 4ICf CIAIL
sN .� t w�zi9= ence
Jri e r i, f rlg ne erring,
DBL.
TOP
PLATE u
AR DETAIL.
(A SCALE: 1/2'=1'-0' -�
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
PAGE:
FLOOR
PLAN
160 MPH EXP. C
Emmmmomm
STATE OF FLORIDA
E ;r
It
J
Y T
MICHAEL
AR �. . Ii ,f
PRINT 2103
DATE: 03 / /
mi
4
0
s t
EQUAL EQUAL
TO CONTROL JOIN TO C�ONTIOL
SHINGLE ROOF
DECORATIVE
FOAM DRAIN
TILES
6" RAISED 6
SAND (TYP.) 15 1
a' -a" 5RG. HCsT. WA WAI
1'-0"
I(o'X60' FYPON
DECORATIVEEE
SHUTTERS OR 48
EQUIVALENT
T7P'
4' RAISED r—
SAND (TYP.)
0 -0" FIN- FLR.,i,
Iw T
EQUAL EQUAL
TO CONTROL JOINT TO CONTROL JOINT
_ 1�6
/A
ELEVATION
SCALE: 1/4 = P-O' TEXTURED FINISH
NOTE:: WALL FENESTRATION FLASHING AS PER F5CR 103.4
e
6
+/-19'-0" 5LDCz. H4GT.
4' FIREIZE
BAND
8'-8" SRG. HGT.
- OPT. C&7ACH
LIGHT
0'-0" FIN. FLR.
8'-8" SRCs. HCsT
11-0 _. _7FT
48 I 48 I
\kUAYI I• ��
TYP. I I TYF2I
II
0'-0" FIN. FLR.o,rL " _®...—__—.__-___--_.
a OFF RIDGE VENT OFF RIDGE VENT
12
Y �6
b
12
h� 11E
A
1' - 0"
II
I 4B
A
TYP
L
ILR�JI
READ ELEXATIOl
SCALE: 1/4 = 1'-0' TEXTURED FINISH
8'-8" 5RCs. HGT.
am
48 I
A3
TYP. r
N .*0'-0" FIN. FLR.
777-
RLUGHT EMEVATI®N
SCALE: 1/4 = 1'-0' TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
--_r8 -8ll \BRCS- HCsT-
1'-0"
IIL --- L___j
-0" FIN. FLR I I ________ _ __ 0'-0_" FIN._FLR.
11
ILIEFF E LIE ATE N
SCALE: 1/4 = I'-0° TEXTURED FINISH
,`8'-8" 5R.G. HGT.
II
4B
A
IN
Dili L 1 L.
A SGA1®E: 11/2 = 1'-0"
MODEL 1828-CALI-4EBB
READ ELEXATIOl
SCALE: 1/4 = 1'-0' TEXTURED FINISH
8'-8" 5RCs. HGT.
am
48 I
A3
TYP. r
N .*0'-0" FIN. FLR.
777-
RLUGHT EMEVATI®N
SCALE: 1/4 = 1'-0' TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
--_r8 -8ll \BRCS- HCsT-
1'-0"
IIL --- L___j
-0" FIN. FLR I I ________ _ __ 0'-0_" FIN._FLR.
11
ILIEFF E LIE ATE N
SCALE: 1/4 = I'-0° TEXTURED FINISH
,`8'-8" 5R.G. HGT.
II
4B
A
IN
Dili L 1 L.
A SGA1®E: 11/2 = 1'-0"
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED V ENTI;LATION AREA
= 2450 /300
8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
4k 1176
IN UPPER PORTION OF ATTIC.
470 4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION IAREA
= 138 SQ. IN. PERVENT(netfree area)
TOTAL#OF VENTS REQUIRED
= 3.41
TOTAL#OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 Sa IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
c
' F- L<�neii nce
�naineerinq
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
• L
PHASE 2
LOT CREEKSIDE
MJ�,0)02MICHAEL C. ANDAR NO 173
PRINT A / 03 03 21
DATE: q 3�[(/
SCALE: 1/4"=V-0 �
ti. '.T' _
L 2 C
ELECTRICAL LEGEND
�mm
STMBOL
DEFINITION
NOTES
25V OUTLET
20 AMP SIhfLE POLE
110V OUTLET
110V OUTLET
1/2 OF OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
EGUIPED W/sRND FAUL
INTERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CG"VNECTION
WP
EXT. WATERPROOF
GROUND FAULT
GFI
OUTLET
INTERRUPTER
aSWITCH
�6
SWITCH
3-WAY OPER
SWITCH
4-WAY OPER
WALL MOUNTED
LIGHT
CEILING LIGHT
UL
LED CLG LIGHT
A
LED VAPOR
A
66�.��C�//,
PROOF LIGHT
U0{ t vP
VAPOR PROOFi
LIGHT
9 LD1
4®/
RECESSED CAN
VENT_ FAN
1 CFM PER SG. FT.
VENT. FAN
W/LIGHT
1 G9'1 PER . Fi.
VANITY LIGHT
FIXTURE
(OPEC'S TBD BY
[BUILDER)
4'X2'
FLUORESCENT
2-15UI-15 WRAP
LIGHT
ARatND
(RECESSED)
Elp
4152'
FLUORESCENT
2-13UL15 WRAP
AROUNDLIGHT
(SURFACE MNT-)
2' FLUORESCENT
.. -_
®,®_—
*FLUORESCENT
m.
o-�-----
4' TRACK LIGHT
N
r
PANEL
mom
METER.
MATT. BACK-UP
I e) 5D.
SMOKE DETECTOR
W/ HARDWIRE
WALL MOUNTED
MATT. BACK -UP -UP
SA.
SMOKE DETECTOR
W/ HARDWIRE
S/C0
0
CARSON MONOXIDE
SMOKE DETECTOR
COMBO
HARDIURZE
a INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
ffiF
-�-
PENDANT LIGHT
NATURAL GAS
OUTLET
TELEPHONE JACK
w.m
WH
WATER HEATER
DISCONNECT
IGNITION SOURCE
TO BE ELEVATTM
AIR CONDITIONING
A/C
DISCONNECT
SEE AHU TUNA.
THIS SHEET
rV
TELEVISION JACK
CEILIWS BOX REQUIRED
QJ_BOX
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED
TO BE SUPPORTED IN
x—
CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
--- acls
LIGHT STRIP
._.
36' INCANDESCENT
t'
LIGHT STRIP
�C4 Cl o o (1 n
48' INCANIESCENT
LIGHT STRIP
FLOOD LIGHT
OPT -'SECURITY
KP
KEYPAD
;
P8.
PUSH-BUTTON
FOR CHIMES
USB PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS a FANS TO
BE VERIFIED ® HOMEOWNER FIRE -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF I15CCR
1T44 EDITION (2020) E NEC 21012 2011
EDITION.
• 20 AMP DEDICATED LAUNDRY CiRMIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MI5013
:: 1TN EDITION
(2020),
• LAUNDRY ROOM
RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERRJPMR PROTECTION FOR
RSONNEL ON rEEDIER!S
• WIRINGMETHOD SHALL BE NON METALLIC CAiDLE PER
ELECTRICAL PROVISIONS OF FBCR
1TH ED (2i®20).
• ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 1TH
ED (2020).
• ALL LAMPS SHALL
BE SELECTED
BY BUILDER
15% OF LIGHTING
MUST BE ENERIGY
EFFICIENT TYPE PER
FB.C, ENERGY CONSERVATION
(RESIDENTIAL
SIEffixY
EFFICIENCY) 2020E
1ih EDITION R404.1
MTD. LIGHT
TO BE
INSTALLED,
PROVIDE
J-BOX FOR
OPT. FAN
ELECTRICAL PLAN
SCALE. 114' = P-O"
GOAGH
LIGHT
PANEL: 8/16;wp (.rt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 15U Amp M.G.E3
FEEDER 3-41I u7-HVN&1 #!SCu(G)in112'C. OR 3-#2/OAL'THWN&,1 #6Cu(G)In1112"C.
N ire Pela Bkr Description Wafts Circuit Circuit Watts. Description Bkr Pole
#12 20 E-tenor Receptacle GFI for TUG 1200 1 2 Space
#12 20 Iniganon Pump 10CC 3 4 Space
_... 5 6 5304 jAiC. C. U:.-1 35 2
PANEL - A
PANEL: 42 crt breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER 3 41 Cu7HWN&1-#6Cu(G)in11/2 C. OR 3 #2/0ALTHWN&1 #6Cu(G)in1112"C.
Wire
#6
Wire
I Pole
Bkr
Description
Watts
Circuit
Circuit
I Watts
I Description
Bkr
Pole
Wire
#12
11
20.
Small Appliance
1500
1
2
8000
Range
50
2
#6
#12:
1
20P
Microwave / Hood GFI
1500
3.
4
#12:
1
10
small Appliance :
1500
5
E
4.500
Water Heater
25.E
2..
#10
#12
1
20
Refngerator _-
1500
7
8
#12
1
20
Dining Roam Lights and Receptacles AFCI
1500
9
10
1200
Disposal. GFI'
20
1
#12
#12.
1
20
Bath.AC GFI Receptacles
1200
11
1.2:
1500
Dishwasher GFI
20
'I:
#12
#14
1
15
Foyer/Hall Bed.: #2 & #3/ Bath;#2 Lights AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Living Room, Lanai Lights AFCI
900
15
16
#14
1
15
_
IRitchen and Pantry Lights & Rcpts AFCI
9D0
17
18
1500
Washer GFI
20
1
#12
#14
1
15
Sn & C/O AFCI
900
19
20
1000:
Garage Door Opener GFI
20.
1
#12
#12
1 120
Laundry i Bed #41 Den AFCI
1200
21
22
1200
Garage. Lights and Receptacles GFI
20.
1
#12
space---
,23
24
900
Bedroom #1 AFCI
15.
1
#14
space
25
26
9.00
Bathroom #1 AFCI
15
1
#'14
- _
Space
27
26
gC0
Extenor Ughts and Recept: GFI
15:
1
#14
_
Sliacr. - -
29
30
1000
Irrigation controls only:
20
1
#12
Space
31
32'
Space
Space, --
33
34.
Space
--_
Spare
— —
35
36.
Space..
cl act
37
38
Space
A : ANU-1
(Heater 5 KVA at 65/a
5525
39
40:
Space
41
42
Space
Load subject to demand factor calculations / Mine
16000
276C0
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 subla t to demand factor 43500
_
First 10000 ';+_an .it :1:00%
10000
__
Remaining •:".a11 fit 4036
Total AIC load
13440
1�29
Load Watts 34269 I LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD
i t 1 240 ,10S I 142.8
General Liahtina E Receutacle Load
otal AIC Square Feet:
general Lts & Rec 3 P,
Total
I
I
Ii
�
0
1
&
O
�
I
i
I
m
®
L
I
I...IED LIGHTING
(? 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 FBCR 1TH
EDITIOM (2020). LOCAL CODES, AND ALL LOCAL POWER
COIMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
I-Ir^c" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
r210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
Cat -ANY PRIOR TO SIDE
A
Diu) ;r,vic ✓ d for Codc
.� +� Corlipflance
rigi Leering
FJO O
LED LIGHTING
(a) SINGLE LAV®
® BATH 02
PRbVIDE 302/0 CU, THIUN + 1% CU IN 2' CONDUIT OR 3
0410 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCO:IINECT' SWITCH AND 120/240 VOL
M ELECTRIC METER IN I PHASE
NEMA I* ENCLOSURE MLO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE I
ENTRANCE L
rQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EGUIFME2NT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
EI-ECTRICAL PROVISIONS OF THE FBCR 1TH
EDITION (2020).
5/8" CIA X 8 FT LONG COPPER CLAD GROUND ROD
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
Ih AA #: 0003325
i STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
PRI 21 03
D.&TE: 03 / /
S7FIEET
Et
a
A A .,
TL
T
Me
(LE
<ITGHEN
SINK W/
AUTO VENT
1-1/2' V'R
I
I
i
(ALTERNATE RIGHT)
s �*. Re ie:veu'or Code
cc) mp@2nce
Jn VefSa Enginez.LLino
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
lllltAA #: 0003325
S'[TBDIV. de LOT:
CREEKSIDE
PHASE 2
LOT #4
' .
"1828>
i
PAGE:
PLUMBING
PLAN
160 MPH EXP. C
rSTATE OF I
FLORIDA
MAR 09 2021
MICHAEL C. -.
AR NO 17305
J
P SAATE:TE:03/03/° 21
I
a
MECHANICAL PLAN
SCALE.- 1/4 = I'-P'
R—VALUE SCHEDULE
FLOOR
SLAB ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
R-4-1
FRAMED WD - ADJACENT
R- 13
FRAMED WD - EXTERIOR
R- 13
CEILING
UNDER ATTIC
R-30
rz, I C,
u Ql
Alm
PAGE:
MECHANICAL
PLAN
160 MPH EXP. C
DATE: 03/03/21
SCA.LE: 1/4"=V-0"
SHEET
m 1
PER FLR._
PLAN
1/2' CLG.
1/2' DRYWALL
SECURE BT.
PLATE TO SLAB
W/ I0d MASONRY
NAIL ® 32' O.C.
MAX
FIN. PLR
avw rya =I AT=
2
JSS
2X4 WOOD
STUDS 624'
O.C.
SLAB
NOTE:: STUDS IN
PARTITIONS SUPPORTING
WALL l4UNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16" O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O-C.
TYP. INT. WALL (NON-BRG.
SCALE: 3/4' =1'-O'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET 5N1. SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS �
::/MTL. DRIP EDGE
2x FASCIA PER -O,
7YP.
ELEVATIONS o.N.
3 5/6, OR 5 3/8'
1/2' DRYWALL
TOP CHANNEL (25
GA-)
3 5/8' OR 5 3/8'
1/2' DRYWALL
METAL STUDS 24' O C.
20 GA METAL TO BE
INSTALLED IN WALLS
3 5/8" OR
RECEIVING UPPER/
5 3/8"
LOWER CABINETS
BOTTOM
AND TUB/SHOWER 25
CHANNEL
GA. METAL TO BE
(25 GA.)
INSTALLED IN ALL
SECURED
OTHER WALLS. STUDS
TO GONG
TO BE SPACED 16'
FLOOR W/
O.G. AT 2ND FLOOR
3/4' PAF 4
WALLS ADJACENT TO
TO WOOD
STAIR WELLS AND
FLOOR W/
BATHROOM WALLS W/
1/4' WOOD
TILE FINISH
SCREW
WOOD BASEBOARD--�
ti
1-STORY FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1A (NON-BRG.) .
n� J SCALE: 1/2"=1'-0'
5/8' GYPSUM 81
OR 1/2' HIGH
STRENGTH CLG.
BOARD
N—SEE ENERGY CODE FORMS
INSULATION R-VALUES
2 REFERENCE STRUCTURAL
PER ELEVATION
VENTED SOFFIT '—R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' O.G.
1/2' THICK, 2 COAT PORTLAND 8' GMU
CEMENT PLASTER APPLIED .� - I/2' GYP. WL. BD.
DIRECTLY TO MASONRY WOOD BASE
0'-0' FIN. FLR,
MI
BOND BEAM
SOLID GROUT
W/ (1)- 05
(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
D1 J SCALE: 3/4"=1'-0"
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
OIL 0'-O' FIN. FLR.
W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION FBCR 905.1.1 - FOR
ROOF SLOPES 2:12 TO LESS THAN
4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT
N p� SCALE: 3/4'=1'-O' SYSTEM IS REQUIRED. FOR ROOF
SLOPES OF 4:12 OR GREATER, (I)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST SE PER A5TM
D226 TYPE II, ASTM D 48ro5 TYPE
IV, OR ASTM D 6151
P
�a
e
F15ERGLA55 5HINGLE5-
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P-T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR
8' CMU —
GL1LK AND SEAL
GAB LM
O NOT CUT `I i' Pvc SLEEVE FOR GAB LINE
4E POND �-a, CM
1-AM r LiL. 9D.
EBA'�2S wDOD BABE
n .
'N
2b GAS LINE THRU BLOCK
SCALE: 1/2'-V--V
---2X4 5PF 24' O.G. MAX.
SECURE W/ (2) 12d NAILS
6 EA. END
2x BLOCKING BETWEEN TRUSSES
PER. STRUCTURAL DETAILS-
-STIFI=BACK AT ALL UPRIGHTS —
PER STRUCTURAL DETAILS
-FIRE -ENG WD. TRUSS
PER ELEVATION
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR —
INSULATION R-VALUE5
PER ELEVATION
5/8' GYPSUM BOARD OR 1/2' —
HIGH STRENGTH CLG. BOARD
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS ® 24' O.C_
In' GYP. WL. BD.
WOOD BASE
1/2' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY To
MASONRY
GALv. STEEL
-�
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV.STEEL--
APPROVAL Rr=a
VERTICAL TRACK
BY MAUF.
FASTENED TO
TRACK BRACKETS
W/ PRODUCT
APPROVAL ROVAL REa
COMER BEAD
S' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2x& P.T. LLD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa
SEALANT 6
BACKER ROD
WEATHER STRIP
MCULDING ALL
AROUND (BY
DOOR M*aP.)
OVERHEAD DOOR
BY OTHERS
3 ) GARAGE DOOR JAMBS
D1 SCALE: 11/2"=1'-0"
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
A W 'WINDOW OPENING LYP. WALL SECTION
NO OPENING
5 1- STORY GABLE BLOCK WALL
CMU
0'-0' FIN. FLR
Note: WALL FENESTRATION FLASHING PER FBCR -103.4 -
Approved corrosion -resistant flashing shall be applied shingle-fashlon in a manner to
prevent entry of water into the wall cavity or penetration of water to the building
structural framing Components. Self -adhered membranes used as flashing shall comply With
AAMA 111. All exterior fenestration products shall be sealed at the juncture with the
building Wall With a sealant, complying with AAMA 800 or ASTM C920 Class 25 Grade NS
or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other
approved standard as appropriate for the type of sealant. Fluid -applied membranes
used as flashing in exterior walls shall comply with AAMA -714. The, flashing shall extend to
the surface of the exterior Wall finish.
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. ae LOT:
CREEKSIDE
PHASE 2
LOT #4
PROJECT#
04321.200 004R1
DISODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT
// 03 03 21
D
SCALE: 1 /4"=1' — 0"
SHEET
TOP=
2X6 P.T. A CENTER OF DOOR HEADER SECURED
W/ (U 1/2' X 8' 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' X 1/5' WASHER 4 NUT-7
Ix4 P.T. OR 5/4'X4' MIN.
SECURE THRU'FRAME 4
EXTEND 1-1/4' INTO
BLOCK W/ 3/16'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-1/4'
WITHIN 8' OF EACH END
4 IS' O.C. MAX SPACING
o❑ �44+.i■ice 1:1 � ��4�
NA -SECURE 2x4 ON —
FLAT TO BLK
° W/ MASONRY °
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR
17 BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' °
X 2' X 1/5' WASHER 4 NUT. (1) WITHIN
8' Or TOP, (1) WITHIN 8' OF THE BTM,
(3) EVENLY SPACED. ,
° o
°I t°I
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE`TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
9 BUCK ATTACHMENT
I\P2 SCALE: 1a'-r-0'
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"
WINDOW TO BLOCK +3/4"
OR +5/4"
H
2X4: CM
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN- EMBEDMENT 1 1/49 -.
8' CMU
WITHIN 8' OF EACH END
4 IS' O.C. MAX SPACING.
1/2'�� DRYWALL
2X8: ® El
PX4'
SECURE TO BLOCK
P.T. NAILER
W/(2) 3/16' TAPCONS
DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.G. MAX
DOOR JAMB OR WINDOW
SPACING
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK
+1 1/2"
19INDOW TO BLOCK +1
1 2"
B
A
2X4: IZI
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.G. MAX
SPACING.
2X6: CEM
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
8' CMU
4 18' O.G. MAX SPACING.
2X8:
I/2' DRYWALL
SECURE TO BLOCK
1'X4'
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHANK SIZE .145
-1/16' 0.6.5. X 4' MIN.
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
DOOR CASING
WITHIN 8' OF EACH END
4 18' OZ. MAX
SPACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB `
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +1 15/16"
WINDOW TO BLOCK +1 15/1,6"
2X4: IZI
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN e' of EACH
END 4 18' O.G. 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 8' OF EACH END
4 19, 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.G. MAX
8' CMU
❑ 1/2' DRYWALL
1'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"
E
2X4: ®
2X4: CEO
SECURE TO BLOCK W/
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
WITHIN 8' OF EACH
END 4 M' O.C. MAX
END 4 V O.G. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
SPACING.
2X6: ®
ON OUTSIDE 4 SECURED
2X(p: CEM
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
3/16' TAPCON MIN. 1-1/4'
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
1
WITHIN 8' OF EACH END
S' CMU
WITHIN N 8' OF EACH END
4 18' O.G. MAX SPACING.
4 18' OL. MAX SPACING.
1/2' DRYWALL
2X8: ®IT
2X8:
SECURE TO BLOCK
I'X4'
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
P.T. NAILER
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
WITHIN 8' OF EACH END
4 18' OTC. MAX
4 10' O.G. MAX
SPACING.
DOOR JAMB OR WINDOW
SPACING.
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 11INDOW TO BLOCK +2 1/4"
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/I6' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
B' CMU
1/2' DRYWALL
1'X4'
P.T. NAILER
DOOR CASING
2ND 2X SECURE TO STRUCTURAL
MEMBER W/(2A26 WITHIN 8'
OF EACH END 4 6' TO 8' O.G. MAX
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
NOTE: SHIM 45 NEEDED TO PLUMIS MANUFACTURES DETAILS.
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3"
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END. 4 18' O.C. MAX
SPACING.
2X6:
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 10' O.C. MAX SPACING,
2X8: cim
SECURE TO BLOCK
W/(2) 1/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING. --
8' CMU
n 1/2' DRYWALL
lul I'X4'
P.T. NAILER
T/16' O.S.B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4'.)
DOOR JAMB TO I3LOCK +3 7/16"
(-)LNDDOW TO BLOCK +3 7/16"
2X4: CO
SECURE TO BLOCK W/
1/4', 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-
2X6: CEO
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 1/4' TAPCONS
(MIN. SHANK SIZE .146
MIN. HEAD SIZE 300
MIN. EMBEDMENT 11/49
WITHIN 8' OF EACH END
4 18' O.G. MAX
SPACING. --- —
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
l�W 8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
1' P.T. X 4' MIN.
�m T 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"
B IYIND0IY TO BLOCK +3 3/4"
• j_ �' DRYWALL
W {ig;EE IX FURRING
w
RIP 2XIO TO
DOOR 8-1/81W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
C)REQUIREMENTS
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
sLTBDIV. d4 LOT:
CREEKSIDE
PHASE 2
LOT #4
PROJECT#
04321.200 004R1
MODEI.
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305 ld
PRINT
DATE: 03 03 21
SCALE: 1 /4"=1' — 0"
SHEET
�2
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PRO(-,EDURES
PREFORMED CONTROLJOINTT,
FLANGE OF CONTROL JOINTS TCJ
BE WIRED TIED TO LATH • 9'
O.C. MAX (VERTU NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
gib' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION ------ N,
FASTENERS TO BE SPACED
T' O.C. MAX VERTICALLY
7
THICK, 3 COAT CEMENT
PLASTER
— WRB LAYER 02, FORTIFIBER
BUILDING PAPER
— APPROVED METAL LATH
FASTENED QT' (VERT-) O.C. MAX
AT SUPPORTS
— WRB LAYER •I,
STUCCO WRAP
— WOOD SHEATHING
OR T/IiI ZIP SHEATHING
SYSTEM (11NSTALLED PER
/ s TO j"
LATH SHALL NOT GAP MIN.
BE CONTINUOUS 6' TO S' 6' TO S'
THROUGH CONTROL rnN. MAN.
JOINTS BUT SHALL
BE STOPPED AND
TIED AT EACH SIDE.
PER ASTM GI063 PROVIDE 2X4 BLOCKING
\
3 PLACED FLAT MAX. 6' TO 8'
FROM CONTROL
CONTROL
JINNT N
FALLS ON
\ NOTIE, STRUCTURAL STUD
1. FASTENERS FOR LATH TO BE NAILS OR -- --
STAPLES IN COMPLIANCE I ASTM G1063
2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE /
3- BLOCKING SHOWN MAY BE IN ADDITION \
TO WALL STUDS REQUIRED PER PLAN
"M" TYPE CONTROL JOINT "
OI. FOLD INWARD a Ft. A
OI. FOLD INWARD • PT. A
7. CREASE • PT. B
is
P
I. FOLD INWARD a
( 4 �
I. FOLD INUA IV a PT. A
Pt. A
���_�
2. CREASE . PT. B
2. CREASE ® PT. B
3. CREASE • PT. C
3. CREASE ® Frr. C
4. FOLD PT. G OVER Pt.
B TILL PT. C TOUCI-ES
BOTTOM FLANGE
—
® ®FOLD
all -
FLANGE L WATER TIGHT
SEAL. FOLD, QQ
NQl CUT.
J' THICK, 3 COAT CEMENT
PLASTER (I): IQ' 2 COAT
CEMENT PLASTER (CMU)
WRB LAYER •2, R:)WlrIBER
BUILDING PAPER (FRAME ONLY;
WRS LAYER 01,
STUCCO WRAP (FRAI'IE ONLY)
'LAP LAYERS OF BUILDING WRAP
OVER NAILING FLANGE, STOP
WRO AF49WX IN ABOVE
SHINGLES (FRXIE ONLY)
WDETAII
FRAME OR GM
XTERIOR
Sx® WALL FLASHING
KICK -OUT FLASHING (SEE
FASCIA WRAP
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
ENDS) 4 6' 0 HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH PI SHEATHING TAPE
* -IN. _AP ® METAL LATE
I
LATH VERTICAL LAP TO BE is
NOTE:
IF ZIP SHEATHING SYSTEM Ili
INSTALLED, PLEA51= SEE
MANUFACTURERS
INSTALLATION PROCEDURE;:
METAL LATH
WRB LAYER 01,
I
�' THICI< 3 COAT CEMENT
STUCCO WRAP
PLASTER
6" MIN PAPER LAP BELOW ONLY
P IETAL LATH
WRB LAYER 02, FORTIF15ER
WRB LAYER "2, FORTIREIER
BUILDING PAPER
BUILDING PAPER
\ /
I
WPM LAYER "I,
STUCCO WRAP
WOOD SHEATHING
OR 111ii
SYSTEM (INPEGS. LL£D'PER
.
MANNG
2 APER LAP
SCALE:
® KIC KO UT
DETAIL
WATER TIGHT SEAL (BEND OR
SOLDER, DO NOT CUT-)
I' MIN LATH
LAP, 4" OVEI
ALL LAP
VERTICAL LATH
& PAPER DETAIL
WOOD STUDd
NOTE:
SHEATHING -
SIDE LAPS OF METAL
OR -1/16' ZIP SHEATHING SYSTEM
PLASTER BASES SHALL
(INSTALLED PER ISPECS-)
BE SECURED TO
BUILDING —
FRAMING MEMBERS.
PAPER
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0ID415-IN. (121-MM)
STUCCO —
WIRE AT INTERVALS NOT
MORE THAN 9' (229-I .. U.
AS PER ASTM C1063.
NOTE:
6' MIN.
LAP
�1' LAP m LATH
3" LAP a PAPER
FOR REPAIR OF TEARS HORIZONTAL LATH
IN ILAYERS, TEARS
MAY BE PATCHED & PAPER DETAIL
W/HOUSE WRAP TAPE
PER MANUR SPEC. OR
PEEL 4 STICK
_z
E
N
—
ROOF CEMEN
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
L„
N.T.S.
1/IE,' ZIP SHEATHING
SYSTEM ( INSTALLED F'ER
MANUF. SPECS.) OR
WOOD SHEATHING
- OR CMU
-WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2° 2 COAT
CEMENT PLASTER (Cl"1U)
METAL LATH (FRAME ONLY)
LAP WRB d TAPE OVER
ROOF/WALL SCREED
5'IX5" '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
FLAS HIN G
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIS
I' OR LESS PIPE
PENETRATION :4:;::
CUT AND OVERLAP ONE SIDE OF-- - —J
SELF -ADHERING MEMBRANE
FLASHING
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS
REQUIRED TO SECURE
PIPE/ WIFE TO FRAMING
SECTION
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
'SELF -ADHERING MEMBRANE
SHING (COMPATIBLE W/ HOUSE
MATERIAL) OVER 4'x4'
'-ADHERING MEMBRANE
THING OVER APPROVED
iE WRAP.
THING TO EXTEND ONTO PIPE
AND OVERLAP ONE SIDE OF
STEP 02 FLASHING
ERING'MEMBRANE
WI LAYER "I,
— --- _.__.STUCCO WRAP
-__-- WRB LAYER 4, FORTIFIBER
BUILDING PAPER
----- - METAL LATH
WxW SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CONT. BEAD OF SEALANT
--INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
�f=if=DE F N TRAT I ON
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
TTA L
w, c wicWej +'or Code
C0nl0ance
°F,versnf Englr,eenng
LECEN11)
DRAINAGE RLANE (WR5
LA*rER #1, STUCCO WRAF)
LUfP,5 LAVER #2 (F-ORT11-18ER-'_"-'-'-'-
5UILDINC; F4RER)
1~IETAL LATH X X X X
A
LJOOD OR I Iro ZIP UJALL
5HEATI=IINC;
5ELF-ADHE51VE FL/ASHINCz — — — — — —
NOTE:
t�IETAL LATH: LATH TO 5E FER SECTION
R103.1.1 / AeT1'w'I C - B41- l-4a / t-11N. 2.5 L5e.
fi E R SCE. `rAf;ZD (UT I L I T'I' OR NOl"I INAL
LATH DOE5 NOT 1"IEF T SfEC11"ICATIONS)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
MAR CI
MIICHAEL C. ANDERSON
AR NO 17305
r S ,
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE 5EE
MANUFACTURERS
INSTALLATION PROCEDURES
BACKER ROD
I I
I I
I
BACKER RODS
WRB LAYER 01,
STUCCO WRAP
DRYER VE
-INSTALL F,' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
L BOTTOM, 2. SIDES. 3. TOP
-VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
-E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
- APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
OR ALL SIDES, %'a' CAULKING a JOINT
ALL AROUND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
HOODED VENT
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
(FRAME)
a
LEGEND
DRAINAGE PLANE (WRB
LAYER 1*1, STUCCO WRAP)
WR5 LAYER #2 (FORTII=IBER-
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO °.. e.:.
WOOD OR 1/16" ZIP WALL
SHEATHING
SEL1=-ADHESIVE FLASHING - — — — -
NOTE:
METAL LATH: LATH TO SE PER SECTION
R1031.1 / ASTM C-841-14a, MIN. 2.5 LSS.
PER eQ. YARD (UTILITY" OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METEF
VERIFY LO
9
DRYER VENT
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL1
b \
b" SELF ADHESIVE
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
STUCCO
FINISH
&' 5ELF ADHESIVE
OVER TOP E SIDES
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
TOP E SIDES
BLOC
— — — 7
6 �,_, F__�
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE BEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T_S.
Pkm=H I v M=L,=1 V=
STUCCO SCRATCH COAT
d 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
8
r IETER FIELD
=Y LOCATION
Y STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
i n�*--.f— A nti irrn SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING. IN
APPROVED HOUSEWRAP
OR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D,
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
STF *1
S T F *13
7/1Fi' ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
a WRB LAYER "l,
STUCCO WRAP
WRB LAYER 02, FORTIRBER
BUILDING PAPER
' METAL LATH
WOOD 1/0, TEXTURED
CONSTRUCTION —FINISH a WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER a 7' O.G. MAX
a' CMU
Ye' TO 'MID -WALL
WEEP SCREED
�.; ZIL
h
Z 3
WIDE sTRIP SELF
ADHESIVE FLASHING, CLi=AN
MASONRY BEFORE APPLYING
+19
TEXTURED
FINISH a MASONRY
B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 01,
STUCCO WRAP
APPLY 60 MIN 5ELF-ADHERING
GRADE 'D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP :.........
COATINGWR5 LAYER 02, FORTIFI15ER
5UILDING PAPER
ELASTOMERIC
OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
METAL LATH
(� ELECTRICAL RECEPTACLE
c
2194 H WY A1A, SUITE 301
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F
e� LOTSIDE
E 2
#4
004R1
BB
CALI"
GARAGE SIRING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR � 9 2g21
MICHAEL C. ANDERSON
AR NO T7305
PRINT DATE 00321 /
SCALE: 1 /4"=1' — 0"
SHEET
n
E
e
LEGEND
DRAINAGE PLANE (WR5
LAYER #1, STUCCO WRAP)
WRB LATER 1*2 (FORTIF15ER - - - - - - - --
BUILDING PAPER)
METAL LATH x x x x
STUGGO ° ' ° •
WOOD OR i/1(0" ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING - - - - -
2 1/2" �
1 A ]p1CORNER BEAD
-L. -F
CORNER BEAD
(FASTENER 4 SPACING im i" O.C.
CMU
1/2' THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
OP R]LOCK
xw re f '�E,WctY fW Code
24
'pan+� r ^i rP �irt;�riny
2194 HWY A1A, SUITE 301
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FLORIDA 32937
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AA #: 0003325
1:- l..J
WALL
ASSEMBLY
STATE OF FLORIDA
MICHAEL C. ANDERkN
rDATET �03/03/21:
1I SC :1/4"=1'-0"
-4)VAi*Hi*
"
2x& SUB -BAND
W/1 "x4" NOTCH s
END, WRAPPED IN
PEEL 8 STICK
DRIP EDGE 1\`
11
-1/5" TEXTURED I �1
FINISH a WOOD I
1/2' TEXTURED
FINISH 6' CMU "
� 11
METAL, FASCIA 1
WRAP YS" FROM
STUCCO, 1" FROM
WOOD WALL 1
EXTERIOR WALL
(FRAME OR CMU) e
NOTE: NOTCH FOR 2X6 `1
SUB BAND ONLY
`\
I
1
� �LEV�TIbN
AN A
METAL FA
2X6 SUS E
(91
ROOF KICK OUT REMOVED
�1 FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, 1" OFF WALL
NOT INTO STUCCO)
'-1/0" TEXTURED FINISH m
/WOOD, 1/2" TEXTURED
�/ FINISH a CMU
2xro SUB -BAND W/1"x4" NOTCH
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
1/8' TEXTURED
FINISH o WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING
�)R cMu
WRS LAYER 01,
STUCCO WRAP (FRAME ONLY)
WRS LAYER *2, FORTIFI5ER
6UILDING PAPER
(FRAME ONLY)
ROOFING GEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' - m'
SCAPPED TO TRUSS
W/126 NAILS b"-all
O.G. MAX.
2x SUB -BAND W/tY"x4"
NOTCH e END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB _BAND DETAIL Cap WALL
SUB BAND DETAIL Ca) WALL
W./KICK—OUT
FRAME OR CMU
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/tY"x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUS -BAND
W/tl flx4" NOTCH e
END, WRAPPED IN
PEEL d STICK
*PROOF CEMENT -a
ROOF EDGE
OMITTED FOR
C` LARITY
2194 H WY A1A, SUITE 301
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SVBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #4
PROJECT#
04321.200 004R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 9 202,
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 03 21
DATE: / /
SCALE: 1/4"=1'-0"
SKEET
WA6
IS
0
kz.w.m
10'-2" I, T-10" 2'-8" 1, 16'-0" 1, 2'-8" I,
14'-0"
mo
2 V-4"
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 +-0'-0", SEE SURVEY PLOT FOR NAVD.
5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.11111INDICATES #5 BAR, DINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30' , #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION
SHALL. BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR MM 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
PROVIDE CORNER BARS. SAME SIZE QUANTITY FOOTING
IN FOUNDATION. 0"LEG EACH WAY.
MARK
WIDTH
LENGTH
INF.
TOP REINF.
T.O.F.
_
LONG
TE-1
8"
SEE PLAN
FM-12x1'2.
12"
CONTINUOUS2)
M12"775
#5's
_
+)0"-0"
FM-12x18
12"
CONTINUOUS(2)
#5's
-
FM-16x18
16"
CONTINUOUS(2)
#5's
_
FMC-12x18
12"
CONTINUOUS2)
#5's
-
VARIES .
F-24x2.4
24"
24"s
_
SECURE
STRAP T❑
CONIC. W/
AIC
UNIT
SIMPS❑N WB
ROLL STRAP OR
(2)-3/16'X2"
EQUAL @ EACH
TAP -CONS
CORNER ❑F
UNIT
C❑NCJ `SECURE STRAP TO
SLAB UNITS W/ (2) #8x1
1/4 SHT MTL
SCREWS
MHO!' Code
,.
?-ice
Ek 1inFernm
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUB DISa & Y.OT:
CREEKSIDE
PHASE 2
LOT #4
STATE OF FLORIDA
AICHAEL C. w'
.V-JM l" A
BATE/03 03 21
/
Sc :1/4"=1'-0"
• E
ONE
r.
__. 111'
e
t
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
y
8" CMU WALL
SEE SLAB SCHEDULE
EXT. PORCH SLAB F L
sm 4" CHAMFER (1-STORY)
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT(WHERE . '<
APPLICABLE) z SEE SCHEDULE
2i FOR WxD, BAR SIZE
AND BAR QUANTITY F
EXTERIOR MONO -FOOTING
BOLLARD
LAP ppLATE
PLATE A MIN. OF 48"
AND N W/ 16d COMMON
NAILS, 2- WS, 4" O/C BTM.
LAP TO OC ROVER STUD
2x4 OR 2x6 W\NO2D
-
WALL W/ SYPEE
PLANS FOR SLE
BTM. PLATE TPROVIDE DB
+_ u._u..
TOP OF SLAB
SCALE: 3/4"=V-0"
0
0
m
2"CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
+_ 0'-0"
TOP OF SLAB
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
SECURE FLANGE TO
SLAB W/(4) 114" X 2 1/4"
TAPCONS
A
J lil1LC. 0l4 — I -U
VERIFY HEIGHT
OF WALL WI PLAN
PROVIDE BLOCKJP
RE B PLATE TO
/ d MASONRY NAIL
TAGGERED.
ZONAL METAL
dECTORS NOT
11RED WHEN NO
=T IS PRESENT.
SLAB SCHEDULE
SEE SCHEQULE
FOR WxD, BAR SIZE
D BAR QUANTITY
INrlOR NDATION OD WALL
SCALE: 3/1 (NO J L I FT)
o-
Z
tI
a
STEEL REINFORRCING IN GROUTED
Q a
-ELL SEE PLAN FOR SIZE AND
o }
=
SPACING REQUIREMENTS
LU
m U
va
W
Q
0
p
' *
8" CMU WALL
o
- Z
m -
TOP OF SLAB
—
�IN , n ■
- VARIES
°
SEE SLAB SCHEDULE TOP OF GARAGE
EXT. PORCH SLAB
�n
4" CHAMFER (1-STORY)
W/ 1/2" ISOLATION
"`
6" CHAMFER (2-STORY)
JOINT (WHERE
'. • Q i
SEE SCHEDULE
APPLICABLE) z
FOR WxD, BAR SIZE
AND BAR QUANTITY
�,,�EXTERIOR
MONO -FOOTING
1
GARAGE
/! R A GC SCALE: 3/4"=1'-0"
0
W J
0 0-
:n
NEW REINF. BAR
O 0-
SECURED W/2-PART
EL Q
EPDXY. MIN. EMBED
J Q
8", LINO
Q p
FOLLOW ALL MANF.
SPECIFICATIONS FOR
m
USE AND
=
00
PREPARATION OF
O
4" 4"
HOLE.
Z
LIJ
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
6L:ALE: 314"=1'-U
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
Q
Q ~
W UTE
00
U
OD J
(B
O
8" CMU W
oZ
co
° TOP OF SLAB
rD
SEE SLAB SCHEDULE
Z Z 0 e
"ISOLATED" COLUMN PAD
°• CENTERED UNDER WALL AND
POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
° SEE QC" ULF_
FOR WxD, BA SIZE
�- AND BAR QUAN TY
MBINED EXTERI® MONO-
OOTING AND COL. P
10
SC
:3/4"=V-0"
30"
MIN. EACH WAY
MONOLITHIC FOOTING
b cT vv
D P_
DPI
fII s D
v °=
FKIT
CORNER BARS, SAME SIZE AS LARGER BAR
o >I. I IN FOLINDATION WITH 30" LEG EACH
$ ' WAY AT ALL CHANGES IN DIRECTIONS
..D SO TH.'jT THE STEEL REINF IS CONTINUOUS
P MATCH AMOUNT OF CONTINUOUS BARS
LL
v I D ( CONTINUOUS STEEL MONOLITHIC
P FOOTING REINFORCEMENT SEE SCHEDULE
WHEN TRANSITIONS ARE: MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS Tie. 2 TO 3, PROVIDE 2 BARS), UNO
MONOLITHIC FOUNDATION
CORNER BARS DETAIL
AP TOP PLATE A IN. OF 48
A NAIL W/ 16d COMMON
NAIL 2-ROWS, 4" O/C BTM.
LAP TO CCUR OVER STUD
2x4 OR 2x6 D BEARING --
WALL W/ SYP
No 2 STUDS SEE PL S FOR
SPACING. SINGLE BT PLATE
TO BE PT. PROVIDE DBL. OF
PLATE
SIMPSON SPH4 OR SPH6
BTM AND TOP PLATE
ANCHORS W/ 10d x 1 1/2"
COMMON NAILS FILL ALL
HOLES, DO NOT USE 10d
011
SCALE 3/4"=V-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOC14
E R . PLATE TO SLAB W/
11"x "GGEANCHOR Wl2"
., ft SET IN HIGH Sl"RENGTH
XY 5-1/2" EMBED. MIN. @ 16" OC
E SLAB SCHEDULE-
a
°
n
EQ. EQ. SEE SCH\lZ
`FOR WxD,
AND BAR Q
INTERIOR CURB FOUNDATION WO
SCALE: 3/4"=1'-0" (W/ U P L I F
POURED LINTEL CONT_ (TYP.)
8" CMU FILLED CELL (TYP.)
2X WALL FRAMI#IG
112" DIA. SIMPSON STB2 BOLTS 5'
MINIMUM EMBEDPIE:NT INTO
GROUTED CEILL -1" FROM ENDS AND
16" O,C. VERl1CALLY MAX
INTERIOR FRAME BRG WALL TO
11 BLOCK WALL CONNECTION
SCALE: 3/1
0 101016014 to]m
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 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
BTM. PLATE TO BE PT,
PROVIDE DBL. TOP PLATE
TOP OF SLAB
Lu
W
of
K
Q
SCALE: 3/4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB Wl10d MASONRY
NAIL 16" O/C STAGGERED
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT.
-SEE SLAB SCHEDULE
FOR
NRY
SET
EV:
-e °\ a °
a
A
EQ., EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR CURB FOUNDATION WOOD WALL
SCALE: 3/4"=V-0" (NO UPLIFT)
194 HWY A1A, SUITE 301
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PH: 321-802-3591
w
2ww. a b d es i gn grou p. co mm
AA #: 0003325
PJLG° E:
DETAILS
AILS
160 MPH EXP. C
PRINT DATE: 03 ®3 21
9
A
+
r
[n
in
6
I
6
I
I
o
v
v
(V
W
O
N
V
N
F
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
CREEKSIDE
PHASE 2
LOT . r.
r
STATE OF OV.
MAR t' 201
AR NO ,,
PRINT 21 03
DATE: 03 / /
�\ a
Z � d
e e
' e
N
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
I J, VARIES PER ELEV.
.e
d
.. a
e
.41'0
M I
e <e
a ^ a
Z_
>O
REINFORCING
SCALE: 3/4"=l'-0"
EXT. PORCH SLAB
W/ 1/2" ISOLATION
JOINT (WHERE
APPLICABLE),
s
6" PVC CHASE:
THRU FOOTING
1
CLEAN OUT REQUIRED
FOR INSPECTION
0'-0" FIN. FLR.
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WALL
pw
SEE SLAB SCHEDULE
e 4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
i .
Z ` MATCH STEEL
REINFORCEMENT
C4 PER SCHEDULE
SEE SCHEDULE
FOR MD, BAR SIZE
AND BAR QUANTITY
a
A
d
+- u.-u,.
TOP OF SLAB
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
PVC CHASE
4 THRU FOOTING
SCALE: 3/4"=1'-0"
#5 BARS
W
8„ T
V-0"
FEE
O
g� CMU UNIT DIMENSIONS
q, ARE NOMINAL SIZES
MASONRY SYMBOLS
IX 3 SCALE:3/4"=1'-0"
NG
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
® AA #: 0003325 J
Ana
REINFORCEMENT STATE OF FLORIDA I
PER SCHEDULE
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
e
PRINT 03 03 21
DATE:
tiFV3<V/.'(1 fl)'C:OgE' SC : 1/'9 "=V-0"
N1E'B,IR SHEET
S, 4
I . 2 A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H1OA OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS. x
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 WAIL 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. ,
a
C BODUO
INDICATES OPENING BELOW/ T.O.B.=TOPOBAMB
LINTEL /T.O.A.=TOP OF ARCH/T.O.S=TOP OF SLAB
ABBREVIATIONS E.E. = EACH END,
O1C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
f'c
(psi)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
,
FBTM.
I TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
(1) #5
N/A
GROUTED SOLID
m
sr o
0
F
cD
LL
co
m
0
2
F_
2.1
LL
co
UNO, PROVIDE BB1 WHERE
ROOF TRUSSES BEAR, TOP
OF WALL EL. 8'-8", UNO.
8RFE
1 T/OM)
5'-4'
8RF
8 F 16-1 T/OM/O B
DOC
8F24 MIN.-lT/OM/lB
17'-4"
BTM. OF LINTEL @ T-0"
ABOVE FINISHED GARAGE SLAB
LIFT BEAM PLAN
'lowed for Code
Coro{ hanca
'
ersal Engineering
€Unir
2194 H WY A1A, SUITE 301
ONDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP. C
mmemommomm
MAR 17 'tt 2021
0 1 •'
• a rhc 1
DATE: 03/03/21
SCALE: 1/4"=l'-O'l
SCALE: 1 /4" = 1'-0"
#5 CORNER BAR WL30" LAP FOR EACH
COURSE OF BOND BEAM
a
VERTICAL REBAR W/ 10" HOOK
30" TYPICAL
#5 BAR IN 13OND BEAM
CORNER
REINFORCING
!O! BOND BEAM
SCALE: 3/4"=l'-0"
c
A
PLACE STEEL
REINFORCING (1-2)
AS DEPICTED HEREIN.
NOTES TO fHE INSPECTOR/CONTRACTOR
1. PLACE LINTEL ACROSS TOP OF OPENING.
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN I-INTEL
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
HEIGHT.
4. THE LAST COURSE WILL BE: A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE.
5. SHOULD THE DOUBLE BONI) BEAM COINCIDE WITH A LINTEL THE BOTTOM
COURSE OF BOND BEAM IS OMII TED AND A LINTEL IS PLACED. THE STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP,
8x8 BLIND BEAM
W/(1)45BAR
OF F = FILLED W/ GROUT
W O(� U =UNFILLED LINTEIT SOLID FROM -- ---�;
NOMINAL LINTFI. TO TOP OF BOND
WIDTH # OF #5'S: IN 2ND BOND BEAM. IF FILLED LINTEL..
BEAM COURSE
1 C6-1 T/1 M/OB 8x8 PRE4,AST CONCRETE--
Q� �s�' LINTFE Wl (1) #5 BAR (1-2)
P� HE
O GIRT L LEND I FI OF BAR = WIDTH OF
# OF #5'S, TOP OPENING -2"
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR
THAT XFXX - 1T/l M/DB INDICATES A DOUBLE BOND BEAM # OF #5'S. BOTTOM 8x8 [1 ---{`AST CONCRE.1 E
AND XFXX - lT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTL W/O STEEL (L 1) RFFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL
AND XUXX - 1T/DM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
ENVOT1i4
PRE -CAST
WINDOW
SILL
LOPE
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
J5UALE: 1 1
8xl6 DBL. BOND —
BEAM W/ (1) #5 BAR
EACH COURSE
BOND BEAM
BOND BEAM
1#5
TYP.8"xl6" �p
BOND BEAM1: -1 #5
OF OPENING
SEE NOTE 5
:6\9
MASONRY
BEAM DESIGNATION
il SCALE: 3/4"=T-0"
OF OPEN
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3) 1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK
SIZE.145 MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4") 8"
FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x8 (MIN 2 X 3)2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18' O.C. MAX. MIN 1-1/4"
EMBEDMENT
SINGLE #5 CORNER
BAR. 30x30 TURNED UP
OR TURNED DOWN INTO
FILLED CELL
STEEL REINF. OF
BOND. BEAM
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK. EA. END
7/16" OSB SHEATHING
CMU WALL
ARCHWAY FRAMING DETAIL
SCALE:
— STEEL REINF. OF
BOND.BEAM
DVIDE #5 BAR
EACH SIDE
CHANGE IN \
ELEVATION OF BOND BEAM
•.c�1 t0f
code
a; Frrn - c
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
P.AC?rE-
DETAILS
160 MPH EXP. C
' MAR 0 g 2021
[MICHAEL C. MIDEFSON
AR NO 17305
DATE: 03/03/21
SCALE: 1/4"=V-0"
m.� I RAN
x
1
'
A
"L 'S CONCRETE" / "C T " / "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
TYPE
LENGTH
8U8
8/8-OB
16-1T/08
0-1T/OB
1T/OB
1TroB
2-iT/OB
818-18
16-1T/1B
1T/1B
1T/1B
8-1T/1B
2-1T/1B
3'-0" PRECAST
1436
952
3114
4217
5321
6426
7531
245
6113
6385
7708
9031
10000
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
1961
6113
7192
057A
7627
8751
4'-0" PRECAST
819
533
1770
24M
3033
3666
4300
1625
5743
7547
6752
6541
7505
6-4" PRECAST
931
1247
1999
2560
3123
36M
4249
1319
4480
7198
7342
5780
6259
5'-10" PRECAST
817
1024
1031
2090
2549
3009
3470
1151
3693
W77
6038
6548
5776
61-W PRECAST
692
1139
3227
3031
3707
4383
50s1
1139
3227
4598
7054
10000
8825
T$" — PRECAST
570
938
2498
' 2205
2898
3191
3685
938
1498
3408
4864
7007
6472
W- 4" PRECAST
428
633
1593
2204
2481
2818
2621
6W
1 1674
2298
1 3081
4099
4899
10°�6" PRECAST
388
487
1247
1767
1904
2163
2028
550
1407
1897
2781
3222
3784
_
1 V-4w PRECAST
330
544
1312
1742
2252
2868
6"
1312
1742
2252
280
3552
12°-0" PRECAST
507
1210
1598
2048
2588
3191
507
1210
1598
2046
2586
3171
13'-4" PRECAST
270
433
1045
1365
1732
2157
2535
414
1045
1365
1732
2316
2605
14'-0" PRECAST
254
m
978
1272
1606
1988
2279
390
978
1272
1608
1950
2389
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
458
1079
1429
1824
2277
2712
PRESTRESSED
P
N.R.
NR
NR
NR
NR
NR
NR
412
1014
1340
1703
2116
2513
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
300
858
1121
1413
1739
2047
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
235
736
959
1200
1467
1716
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
180
598
833
1038
1168
1468
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
165
550
784
992
1203
1381
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
129
450
654
824
1014
1147
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
6/8-1T
8/781T
SFW-IT
6/24-1T
W28-IT
INWIT
8/8-2T
6/16-2T
6 AWT
6/24-2T
826-211'
Bi32-rr
3'$" PRECAST
689
1024
TO PRECAST
Iwo
3524
4394
5263
6132
7001
1569
3524
4394
5263
6132
7001
4'-0" PRECAST
514
763
4'-W PRECAST
1363
3060
3815
4570
5325
6079
1383
3080
3815
4570
5325
6079
41-6" PRECAST
398
591
V-6" PRECAST
1207
2582
3375
4043
4711
5379
1207
2707
3376
4043
4711
6379
51-4" PRECAST
411
411
5'-4" PRECAST
1016
ism
2374
20"
3513
40841016
2276
26M
3399
3981
4084
5'-10" PRECAST
340
339
5'-10" -- PRECAST
909
1499
1971
2443
2915
3387
929
2080
2593
3107
3620
4133
V-6w PRECAST
410
721
61-6" PRECAST
835
1201
1578
1955
2332
2709
836
Ism
2329
2790
3251
3712
7'-0" PRECAST
303
534
7°-6' PRECAST
716
900
1181
1462
1743
2025
727
1624
2025
2426
2827
3228
9-4m PRECAST
192
384
9'-4" PRECAST
454
586
767
948
1129
1310
572
1318
1843
1969
2184
2519
10'-0" PRECAST
151
301
101-W PRECAST
355
468
612
755
899
1042
504
1180
1472
1763
1710
1909
11'-4" PRECAST
132
417
111-c - PRECAST
430
406
530
653
777
872
468
1042
1372
1643
1470
1710
12'-0" PRECAST
111
370
12'-0" PRECAST
383
366
476
587
698
783
440
940
1300
1560
1314
1476
13'A" PRECAST
82
298
13'-4PRECAST
308
303
393
575
us"
396
780
1057
1312
1071
1203
14'-0PRECAST
71
293
14'-0" PRECAST
279
278
360
443
526
809"
378
717
981
1192
975
1133
14'-8" PRESTRESSED
N.R.
283
14'.V PRESTRESSED
239
422
506
626
746
865
246
663
980
1237
1474
1715
15'4" PRESTRESSED
N.R.
252
151-r PRESTRESSED
224
387
404
574
a"
793
230
616
908
1134
1353
1572
17"-4" PRESTRESSED
N.R.
183
17'-4" PRESTRESSED
187
328
305
451
587
680
192
506
720
601
1135
1312
19'-4" PRESTRESSED
N.R.
148
_1
19,40 PRESTRESSED
162
266
348
430
513
595
16s
429
623
803
950
1098
21'-4w PRESTRESSED
N.R.
125
21'-4" PRESTRESSED
142
219
308
381
454
527
142
373
537
890
818
943
22'-0" PRESTRESSED
N.R.
116
=-0" PRESTRESSED
137
226
290
359
428
497
137
358
513
60
779
900
24'-0" PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
380
418
124
319
455
581
687
793
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
D 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
a
1,p sr� id�r U sbl Code
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
MAR 0 9 202`i
MICH,4EL C. ANDERSON
NO 17305
.PRI1 T 2103
DATE: 03 / /
I SCALE: 1/4" V-0" 1
SHEET
���o�A.
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE_ TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS. 11
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDERTHE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY. PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGSFOR THE ENGINEER'S REVIEWAND
APPROVAL. I
10. PLACE 2x4 PT TO ALIGN WITH TO'P AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" - x 2 74' 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.
14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND,GABLE END BRACING
SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC
PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE
INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY
REFLECTALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN
THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE
ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS
WEBBING SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
0
11
G I R DERITRUSS
III BOTTOM
CHORD
a
9
TRUSSES W/2X4
BOTTOM CHORD
TRUSS BOTTOM DIAGONAL
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE END JACKvv
CHORD W/MIN10d BRACING/BOTTOM IXI
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW. CHORD BRACING
- WHERE APPLICABLE NAILS FOR EACH
CHORD CONNECTION
�1 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 AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
FOR EACH CHORD
CONNECTION
�r1 DISSIMILAR BOTTOM CHORD BRACING @ MID RUN
CONNECTOR SCH EDmE
ONTROL DATE: m/D/]MD
M I,, UP,
S INVSOV
DES
111.11
GRAVRY
DES.
UPLIFT
GRAVITY
FASTENER
GRCENfR
1625
TROY
18110d N11/ L (NIM1o/-PLY, LM3ED6"
BII0dxI1/2"t-PLY,AI1A2-PLY,ENBED4"
(l)FA 6
H430
PIMhl4.1G
19R5
T2110d x11/2' 1 PLY, EM3E0DL
oil 1.1 x 1J/2"1 PLY EMFED4"
11A 11
]8J0
HFIA-lb
1910
O EI 10d X 112,(8) TEL 2-PLY, EMBE04
(9)10d XI1 " I-PLV,(811M1c2YY, h MSE 04"
H TA 20
13M
HETA -2D
1810
I10110d, 11/2 18) Old 2-PLA EMBE04"
(9)lod X11/2"1-PLY, ISI EGO 2 PLY, EMSED4"
12,1120
L,lD
(2)HETA-20
2035
112110tl X11/1 LPY, fW
10)l0d X 11/2"1 PLY, EVIBED4"
(10U6d 2-PLYEMSED4'
(12)lFd 2-PLY, EMBED4"
LUGT-2
1655
LIST
M.
I ARE I/II I CAXI,P EP P1 A' ChArs, WCaD(16110,
I7I-1l'I' 21/ 1 11 ON, WS)OG H AT IST
I.UGI
ii.]
IGT35US2i;"
31.1
CONC(4)3/S XS W'dgO-EdOA PP, WORI(12).,'1
TL)FIG, I/i XI )Gilli,(11/9,E'THER HDTO WALL
DH I 0.30
2430
1F I ALZO
24B0
)BI- ITS ,132. 1 PLY ALTERNATE USE OF (2) NA ACCEPTABLE
(18)-ldc,11121PLY ALTERNATE USE OF(21 H ETA-20 ACCEPTABLE
IF 1i♦
3945
GI SIT
GIGS
/(])5/9
A.T.[I 1HICH FI RT NO IH FOXY (PAID II N (%JI1MJ VHAN
(115/N"A.IN- I N HI GP STRE TO H E BOXY (MIN 12" EMBED),(221 ELF TO W(U)
H U12I
AS
PAT -2L
]0650
WOOD 181100. MASONRY (219/4' A T. R
(2)3/4" A TR IN HIGH STRENGTH EPDXY (MIN 12" EMBED,(16) 10o TO YOUR
H LGT3.
SBw
HGR3.
m690
W OO D(8) 101, M AS O N BY (2) 3/FAIR
ihN
VIill " tt'r RI N. IC FDRENTIALItlTOWOOD
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2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
STATE OF FLORIDA
MAR g 9 2021
MIICHAEL C. ANDERSON
AR NO 17305
PRINT
0�3 03 21
1 m �+a'.i'E:
SCALE: 1/4"=t'-0"
-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 z" NAILS TO TRUSS
(2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) 16d x 1 z" NAILS TO TRUSS
DBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
.(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 4' NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12) 16d x 3 z' NAILS TO GIRDER
1x2. 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d
GALV. COMMON NAILS.
lx2 SECURED W/ 10d
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM
SEE SCHEDULE
m,mZrll
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: APT SYP#22"x4",
6". 8" x 4'-0" MAY BE ADDED
W110d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES @ 24" O/C.
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
TYPICAL TRUSS/
GIRDER CONNECTOR(S) SCAL
0
6
41
NOTCH DEPTH 1/4*D
" HOLE EDGE >5/8"
kHOLE DIAMETER
< 2/5*D SGL. STUD
OUTER 1/3OF
SPAN ONLY
BTM. —
PLATE
STUD NOTCHING
AND BORING LIMITS
D
S C ALE: 1 1 /2"=l'-0"
EDGE >5/8"
HOLE DIAMETER
< 3/5*D DBL. STUD
n
ENGINEERED WOOD TRL
@ 24" 0/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
(9) 10d x 1 z' NAILS TO
GIRDER. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
1x2, 2x WOOD FASCIA -
SEE ARCHITECTURAL
2x SECURED W/(3) 16d
GALV. COMMON NAILS.
1x2 SECURED W/ 10d
GALV. COMMON NAILS
12" O/C
PLYWOOD SHEATHING. SEE
"ROOF/WALV'FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: APT SYP #2 2" x 4",
6", 8" x 4'-0" MAY BE ADDED
W/ 10d NAILS, 2 ROWS. 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
�A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) e" x 5" TITEN HD TO CMU ANO (12) SIDS
x 2 z" TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
(2)12" x 5" TITEN HD TO CMU AND (18) SIDS a' x
3" TO GIRDER
° C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
(2) �' x 57ITEN HD TO CMU AND (18) SIDS y' x 3"
MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
BEAM ENSURE THAT CELLS ARE GROUTED
SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
6'-0" MAX (W/1X4)
2 10'-0" MAX (W/2X4)
c
EN
1 x4
MAX., OR 2x4 BTM. CHORD BRACING
10'-0" O/C MAXSECURED W/ (2) 10d
COMMON NAILS AT EACH CHORD
INTERSECTION TYP.
�� BTM. CHORD BRACING
# 1100 UPLIFT SIMPSON —
HTSM20 W110 10d TO
TRUSS AND (4) 114" 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"x21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
1 x4 DIAGONAL
BTM, CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
END WALL OR OTHER
END TYPE CONDITION, IF
DEPICTED SEE PLAN
SCALE:
(2) 2X4 No.2 SYP DIAG. --
BRACE W/ (3) 12d @ EA.
2x4 BLOCKING BETWEEN
TRUSS (DIAG. BRACE TO
TRUSSES WHERE
COVER 5 TRUSSES)
X-BRACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE
,
SEAMS)
30'-1" TO 60'-0 (3) "X" BRACE
_
SECURE PT. PLATE
(1) "X" BRACE @ CENTER
TO BILK W/1 1/2"
(2) "X" BRACE DIVIDED EQUALLY
ANCHOR BOLT WW/ 2"
1
FROM CENTER TO END,
WASHER SET IN HIGH
2x WOOD FASCIA,
STRENGTH EPDXY 6"
SEE ARCHITECTURAL
/
MIN. EMBED. AT 32" OC
MAX.
PRE-ENG GABLE TRUSS --
SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
STIFFBACK (AS PER
O.C. MAX
TRUSS ENG)
CONT. 2x4 SECURED Wl
®
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
1U-0" O.C. MAX.
SEE SCHEDULE FOR
BOND BEAM REQ.
2194 H WY A1A, SUITE 301
IINDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV Be LOOT:
CREEKSIDE
PHASE 2
BLOCK WALL 19n�1/c(aABLE END LOT #4
DPRE-ENG"D TRI,155 SCALE:3/4"=1'-0" PROJECT#
TRUSS il 04321.200 004R1
MODEXz
4EBB
"1828—CALI"
GARAGE SWING.
RIGHT
PAGE:
THE USE OF ALTERNATE MATERIALS MAY BE DETAILS
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING 160 MPH EXP. C
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS Ilk
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS STATE ®� FLORIDA
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE /
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1. AND F2 Ii;/
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
r"`1'r J. 03 � �21
ALTERNATE MATERIALS DATE:03
SICA; : 1/4°°=V-0"
SCALE: 3l4'= 1-_0"——
v rsa! �ttr r sere S IEET
I L 1
6
A
n
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
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
ABLE TO 2x8 P.T.
PLATE W/G12d's 8" O.C. MAX
PRE-ENG'D WOOD
TRUSS (TYP) (9 24" O.C.
MAX
--- FOR STRAPPING
VERIFY
`:. W/ TRUSS PLAN
/ CONC POURED --�
LINTEL:.. COURSE
CONT 2x4 SECURED W1(2) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0" O C MAX.
GABLE END BRACING W)° PRE-ENG
GABLE TRUSS @ CMU WALL
SCALE: 3/4"=l'-0"
Oode
2194 H WY Alk SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA . 0003325
mmmmmoommm
SUDDIV. & LOT-
CREEKSIDE
PHASE 2
LOT #4
FAGE:
DETAILS
160 MPH EXP. C
1�
MAR 0 9 2021
MIICHAEL C. ANDERSON
SIR NO 17305
Wes/ \_l o
4
0
f
2x4 BLOCKING BETWEEN TRUSSES
(2) 2X4 No.2 SYP DIAG.
WHERE X-BRACING IS PRESENT AT
BRACE W/ (3) 12d @ EA.
4'-1) O.C. (AT SHEATHING SEAMS)
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
0'-0" TO 30'-0" (1) "X" BRACE
"X"
30'-l" TO 60'-0 (3) BRACE
"X"
PRE-ENG GABL£ TRUSS
(1) BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
STIFFBACK AT ALL 2x SUB -BAN
FROM CENTER TO END.
UPRIGHTS OVER 4'-10" HIGH
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
lx2. 2x WOOD FASCIA
NNECTION PERSEE
fENGINEERED
ARCHITECTURALUSS
MFG.
2x SECURED W/ (3)16d
WOOD
GALV. COMMON NAILS.
24" O/C,
1x2 SECURED W/ 10d
PDRAWINGS
GALV. COMMON NAILS
CONT. 2x4 RAT RUN
12" O/C
AL SECURED W/ (2) 12d's @
MASONRY BOND BEAM
EACH TRUSS
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
SCALE:3/4"=1'-0"
q// I uIIP RETURN
8
v
SIDE VIEW
VTCR SPACING (1) AT EA
1,
PRE-ENl.71lkl RLD
VALLEY TRUSS CONNECTION
5GALL" N.I.S.
�f
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
WWW.abdesigngroup.com
AA #: 000?325 J
PAGE:
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 9 202
MICHAEL C. ANDERSON
AR NO 17305
r a &Aa i 0
1:) ATE: 30321
- + t
ET
.II 1
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
WWW.abdesigngroup.com
AA #: 000?325 J
PAGE:
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 9 202
MICHAEL C. ANDERSON
AR NO 17305
r a &Aa i 0
1:) ATE: 30321
- + t
ET
.II 1
A R C H I T E C T S
D
1 7esi
April21, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, Fl. 34982
(772)462-2172
RE: Permit #
D.R. Horton Homes
Creekside Lot 4
Response Letter
For the above listed project, the plans indicate 7/16"roof sheathing on sheet SNl.
This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and
the correct reference for wind pressures is ASCE 7-16 reference.
Should you have any questions, please feel free to contact me.
Sincerely-,
4--
2 02 AP
'- 2021
NIichae (- Anderson
Florida Architect #AR17305
2194 Hwy ALA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
www. abdesigngro up. com
f
GABLL-LND
10
� HIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 = 52.70 PSF (62.70)
ZONE 3 =60.50 PSF (70.50)
ZONE 2e = 60.50 PSF (70.50)
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 SHINGLE ROOF, USE MIN 7/16" STRUCTURAL
SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1
(32/16), FOR CEMENTITIOUS TILE ANDWETAL ROOFING, USE 15/32"
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND
EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SH
ANK GUN
NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'
OF GABLE END.
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL MECHANICAL ELECTRICAL PLUMBING AND SITE N DRAWL GS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
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
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS,
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf
20 psf TOP CHORD -non-concurrent
10 psf BTM CHORD -non-concurrent
DEADLOAD DEAD LOAD
15 psf TOP CHORD`.20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) -(10 psf w/ No GYPCRETE)
10 psf BTM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 10psf
BALCONY LIVE LOAD 60 psf
STAIRS LIVE LOAD 40 psf
WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST
(ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II)
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR'S. 30psf, BALCONIES (EXTEI'2IOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
40psf
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANC
E WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL AGGREGATE USED IN CONCRETE SHALL- CONFORM 10 ASTN 033/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
PROVIDE 6°.'o AIR ENTRAINED CONCRETE EXPO
SED TO F.aRTH OR WEATHER,
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMP E_IZI°D 34"
.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR 13 �PRiER VEN16R.ANE SPACER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH 911HESI`JE TAPE.
FORM -WORK:
FORM -WORK, SHORING, AND BRACING FOR Al.l. CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
EXCLUSIONS FROM THESE PLANS:
WATERPROOFING, FLASHING, SOUND ISO[ AT ON, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
ARE NOT PART OF THE STRUCTURAL PLANS. S THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING
ON THE TYPE OF CONSTRUCTION THESE 111 I?I'; SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM AT 06401 C64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
ACI TYPICAL DETAILS. MINIMUM LAP SHALT_ BI.I'DNE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0 (I(:, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM A615A615M GRADE4(: IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A615
GRADE 60 IN MASONRY DEFORMED BARS, FRI51= FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL BENDING DIAGRAM AND PI.,A('!NG DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRA`,NINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIEID LAPS ARE SUBJECT TO ENGINEER'S
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMI ( CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WAIA AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT` THE HEIGHT OF THE
WALL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK Al ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER.
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS F,,AALL CONFORM WITH ALL. REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES" (TMS 102, BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES AND SPECIE FOR MA..� .NIR (CATIONS Y STRUCTURES AND COMMENTARIES), ASPUBLISHEDBY
THE MASONRY STANDARDS JOINT COMMIITEL:
ALL BLOCK WALLS SHALL BE TWO -CELL HOT I t3W CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMA E WITH A`'-' 1v1 ( 90 GRADE '
WOOD:
NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. FPIS= 1100 PSI AND A MODULUS OF
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
CONTAINS MORE THAN %" OF HEARTWOOD.
MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
SYP #2.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAVVINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
OF THE DELEGATED TRUSS ENGINEER WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. NC , , f m -,_000 F SI. BLOCK SHALL BE PLACED USING
ROC) F/ WALL/ FLOOR LAY-UP
AND CLADDING WIND LOAD PRESSURES THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
RUNNING BOND UNL NOTED. LA - Y
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ESS OTHERWISE Y UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS.
PLACING CONCRETE - OL MI W; GI -) F
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED RETE FOR IN WALL C U GROUT USED Tl, ILL MASONRY CELLS SHALL COMPLY WITH
SHEATHING WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNCA.110N PLAN. THE GROUT MIX SHALL HAVE., MAXIMUM 3/8"
FASTENER SCHEDULE WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLAC 11 Nil A SLUMP OF 8" TO 10" USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
8d
RING SHANK,
2 3/8"
0.113
170,000
RING
(16-20 RINGS
RSRS-01
SCREW SHANK
I
PER INCH)
8d
RING SHANK,
PNEUMATIC
2 3/8"
0.113
RSRS
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 &
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O-C. AT
INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM
a (INSTALLED PER MANUF. SPECS.) SEE DETAIL.
ROOF SHEATHING ATTACHEMENT SPACING '
ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD
ZONE 3.3e, 3r: 8d-NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED
AND ADHERES TO ASCE 7-16
V
U)
Q
Z W
Z U
Gw
Y_ @
Z U
= 0
U
U
z
a
Co
8d RING SHANK GUN NAILS @ 4" O.C. .
11 TOP & BOTTOM EDGES p;
TYP. EXT_ SHEATHING ATTACHMENT
1
U)
J
¢�
z W
Z O
D❑
(D W
y
Z
2 U
= O
z V
Z_
UK
T'
MACTCM nM - Ml 10o
FOUNDATION/ SITE PREPARATION: TYPE
M OR "S" MORTAR SHALL BE USED EX . LL SIVELY ON THIS
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE S
u PROJECT. MORTAR SHALL BE
SOIL BEARING PRESSURE OF 2,000 sf, FOOTING -
P -
PROPORTIONED AND MIXED AS OUTLINED Ut`I'�)ER ASTM C-7_7 I 0 HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION. '
FILL CMU CELLS SOLID WITH GROUT AT AL L C' I_I_S TO RECEIVE rXPANSION ANCHORS AND/OR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR CI:"��P,4ETEAS)., U.N.O.
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION RE'JIREMENTS HAVE BEEN M€'(' SHALL STRUCTURAL STEEL:
BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION (Y- STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCRETE SPECIFICATIONS FOR THE DESIGN, FABRI iO ON AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTr OF STEEL_ CONSTRUCA-1011 STRUCTURAL STEEL SHALL BE ASTM
° CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. A361A36M, Fy = 36 ksi FOR ANGLES, PLATES, F. JD W-SHAPES STRUCTURAL TUBING SHALL BE ASTM
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 ksi. STRUCTOF',AL PIPE SHALL. BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
C0 = ' ANCHOR BOLTS AT THE COLUMN BASES SHAI.IF BE ASTM A307 BOLTS WITH DOUBLE -NUT- LEVELING. ALL
Z CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
❑ CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER.
J SHALL BE TIGHTENED IN ACCORDANCE WIT14 "FFIE TURN -OFF -THE' -NUT METHOD.
m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
BUILDING LENGTH I,
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
ROOF SHEATHING LAYOUT
NON COMPLIANCE WITH THE ABOVE.
AND ENDWALL BRACING
FOR GABLE END FRAMING
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS'.
A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'.
NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
i-VT FOR 95 AND SMALLER
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
2" FOR #6 AND LARGER
BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
C. FOR CONCRETE NOT EXPOSED TO WEATHER
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
3/4" FOR SLABS, WALLS AND JOISTS
BLOCKING PER NAILING SCHEDULE
1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
C8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
.TABLE FOR FIELD SPACING
'P. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
(—#8 2" DECK SCREWS @ 6%8" O.C. MAX @
EQGES & 12" O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
I
FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
III
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE' _
TYPE T
SPACING
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
lx2 PT FURRING TO
CASE HARDENCD COIL.
8„ QCGARAGE
DOOR BUCK
1/4" DIA.
TAPCON MASONRY
11/2" EMBED_ 4" END DIST
MASONRY / CONC.
NAIL 1 1 2 LOU-; t
TO MASONRY/CONC.
NO WASHER
FASTENER
81, O/C
1 17 EDGE DIST
SGD, AL EXT. DOORS
CASE HARDEHr t fBI.
0 C
WINDOW/DOOR/ FASTENED
GARAGE DOOR BUCK
3/8" DIA OR
161, O'C DIA INS"
( )
4" EMBED., END DIST.,
1x PT, SEE NOTE 6
NAIL 1 112 IT:.
STAGGERED
INTO MASONRY/GONG.
TO MASONRY/CONC.
112" DIA.
EXPANSION BOLT
24 O/C (112' DIA)
3" EDGEE DIST.
wI WASHER
WINDOW BUCK
CASE HARDENk 1) 11
9"01C
bVINDOWIDOOR/FASTENED
METAL STRAP TO
CONTACT -THIS(�ENGINEER FOR SPACING
1x PT, SEE NOTE
NAIL 11I2'LUN;'
STAGGERED
INTO MASONRYICONC-
MASONRYICONC.
REQUIREMENTS
FXT. SWING DOOR
(2) 3/16"LI
"I ti PCI M'
18" OIC
1 11 2" EMBED, 8" END
LNON BEARING WOOD
1/2"
EXPANSION
4" EMBED. 4" END
BUCK 2x PT SEE NOTE 6
NO WASHER _
'FASTNER.
DIST:, 1 D2" EDGE DIST.
WALL TO CONC. SLAB
W/ WASHER
BOLT
24 O/C
DIST, 3" EDGE DIST.
2x PT WINDOW BUCK 0 138' PAF x 2 1 .31 9" O/C 4" END. DIST_ 1 12"
PTTO STEEL COL.. SEE )IN/ WASHER STAGGERED EDGE DIST.
NOTE6
NOTES
1. STAPLES SHALL NOT BE USED FOR f,NY SI RUC I URAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, VHNUOWS AND EXl ERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE Hi NID FRAMED
4. PAF SHALL BE HILTI. X-ZF HEAVY D, I i Y PINS OR EQUAL SAME DIAME TER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE I HE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHAI.I FIE: AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
Cede
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
[rjf-rl •
MAR 0 9 2021
MICHAEL- C. ANDERSON
AR NO 17305
"a`" a
DATE: 03 03 21
SCALE: 1 j 4"=1'--0"
SHESNI
ET
kmikluko
FL # or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
APPROVAL REVISION
DATE
FL17499.2
R8
10/08/2023
SH Window
185 SH
FL15353.2
PIS
12/31/2024
Vertical Mullion
5764
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
FL15332.2
R6
12/31/2024
Sliding Glass Door
Series 420 Aluminum SGD
FL20461.17
R6
12/31/2021
Opaque single
Smooth Star
door with transom
FL16107.3
R13 R14
( )
12/31/2038,
Double Garage
16.2x7 73 W6
PENDING APPROVAL
Door
FL8248.11
R20
12/31/2023
Double GarageDoor(ALT)
8024
FL14170.7
R14 (R15)
12/31/2023,
Double Garage
Series 170-175, 177,180-
(PENDING APPROVAL)
Door (ALT)
185, 187
FL30310.1
R1
12/31/2024
Roof
IKO SHINGLES
FL15216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Manufacturer
Glass Description
Method of Attachment
For anchoring through frame into wood framing or 2x buck use #10 wood screws wit
sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors
MI Window and
shown in elevations and installation details.For anchoring through frame into masor
Doors
Non Impact
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
embed. Into substrate. Locate anchors as shown in elevations and installation detai
For anchoring through frame into wood framing or 2x buck use #10 wood screws wit
sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in
installation details.For anchoring through frame into masonry / concrete use 1/4"
MI Window and
ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/
Doors
Non Impact
1" min. edge distance. Locate anchors as shown in installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws wit
sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors
shown in elevations and installation details.For anchoring through frame into masor
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
Doors
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws witl
sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors
shown in elevations and installation details.For anchoring through frame into mason
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
Doors
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each Sid
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamk
Therma-Tru
N/A
Min. embedment of all anchors to be 1 1/4"
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout filled
CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end distance of 4
Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1" OD washers with
Wayne Dalton
N/A
1 9/32" thread penetration into seasoned dry wood supporting structure.
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamk
Overhead
N/A
and bracket location. 2 3/4" min edge distance.
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails pe
shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2
IKO Cambridge
N/A
above each cutout. Drive nails straight so that nail head is flush with, but not cutting
into shingle surface.
i-Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
Fshanknails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in th
Interwrap
N/A
FL5259.1
R32
12/23/2023
Underlayment
Polystick IRXE
Polyglass USA
N/A
Self adhesive
(Alternate)
FL17322.1
R7
12/31/2024
Underlayment
(Alternate)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Self adhesive
(Alternate)
FL27076.16
R1
3/28/2023
Underlayment
Weather Armor SB-1
APOC
N/A
Self adhesive
(Alternate)
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9/ 21/ 2026
Off Ridge Vent
MILLINUM METALS
N/A
Install per manufacturers recommended requirements.
(ALTERNATE)MMI
FL33919.1
R1
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
Install per manufacturers recommended requirements.
12/31/2023,
Install per manufacturers recommended requirements.
FL15272.1
R4 (R5)
(APPROVAL PENDING}
Soffit (Alt)
T2
Alside
N/A
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12 31/2021
J
Hurricane Panels
Less than 6'
24 GAGE
Hurricane Storm
N/A
/
concrete mason 2 1/2" min. edge distance, 12" o c max. spacing, Can be headed
g / p g,
span
panel MFG.
screw or all thread but with wing nuts.
d
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete /masonry, 2 1/2" min, edge distance, 12" o/c max. spacing. Can be headed
6' span or more
panel MFG.
screw
or all thread but with wing nuts.
FL17147.1
RS
6/27/2021
Zip System
Wall Sheathing
Huber
Install
N/A
p ermanufacturersrecommendedrequirements.
Sheathing
James Hardie
Install
per manufacturers recommended requirements.
FL131§2.2
R6
12/31/2023
Lap Siding
Cemplank
Building Products,
N/A
Inc
FL1352 1
R7
1 1 2055
/ /
1 Joists (2 Story
_, ,
BCL
ESR'1336
N/ A Install
per manufacturers recommended requirements.
Building Design
Pressure
Product Design
Pressure
I
as
ry
S.
(+38) / (-48)
(+50) / (-50)
1
(+38) / (-48)
(+48.1 / (-48.1)
t
as
ry
(+38) / (-48)
(+60) / (-60)
1
3s
ti
(+33) / (-41)
(+48.2) / (-48.2)
e
(+36) / (-47)
(+47) / (-47)
(+29) / (-35)
(+36) / (-42)
a
(+29) / (-35)
(+34.4) / (-38.3)
(+29) / (-35)
(+34.4) / (-38.3)
r
N/A
N/A
N/A
N/A
N/A
N/A
(+31.6)
/ (-38.8)
(+157) / (46.1)
(+31.6) / (-38,8)
(+75) / (-75)
N/A
(+47) J (-53)
N/A
(+45) / (-50)
N/A
N/A
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e WT:
ST LUCIE
COUNTY
MASTER PA
PROJECT#
MODEL
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
100 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
APR 1 6 2021
MICHAEL C. ANDERSON
AR NO 17305
' PRINT DATE: 03.30.21
SCALE: 1 /4" =1' - 0"
SHEET
AI
CONTIROL DATE 33021