HomeMy WebLinkAboutBuilding PlansI
t
f
1
z
r
r
i
n� . na00 �� A mm"11� ,
014
J ATE OF FLORIDA,
ERTIFIED BUILDING CONTRACTOR:
"�R HORTON HOMES
1430 CULVER DRIVE NE
PALM BAY, FL 32907
TEL321 733-7092
DSIGN CRITERIA:
n��
-F PMA BURPING CODE, RESIDENTIAL,
7M EDITION;(2020)
,I
ALL LOCAL OD STATE CODES
- _THRESHOLD
> OCCUPANCY RESIDENTIAL, GROUP R3
-CONSTRUCTION TYPE - VB
_MIN. INTERIOR FINISH - CLASS B
BASIC WIND SPEED - VuIt=160 MPH
l Vasd-124 ',MPH
-EXPOSURE - C
ABBREVIATIONS
REVISIONS
INDEX OF
DRAWINGS
ABV. ABOVE IAV. LAVATORY
AD AJUSTAITIOVING MUM. LUMINOUS
ADJ. ADJUSTABLE M C MEDICINE CABINET
ALT. ALTERNATE NIFR MANUFACTURER
AMP. AMPERAGE MIN MINIMUM
BD: BOARD M.T.MTMETALTHRE
CL CENTER LINE MTD. MOUNTED
CAB CABINET MTL METAL
CLG CEILING N.T.S. NOT TO SCALE
CLR CLEAR OC ON CENTER
CONC. CONCRETE PL PROPERTYLINE
CPT. CARPET P.B.PUSH BUTTON
C.T. CERAMIC TILE PH PHONE
DATE
DESCRIPTION
®I/26n8
cD'sISSUED
—
ARCHITECTURAL SHEET
# DESCRIPTION
0145118
2011 FBC UPDATE
PG CI —COVER SHEET
PG GN- GENERAL NOTES
PG Al —FLOOR PLAN „ ,
PG A2D-ELEVATION D
PG El -ELECTRICAL PLAN
PG P1-PLUMBING PLAN
,PG MI -MECHANICAL PLAN
'.
01II6n8 :
cv S RE ISSUED
02/21n8
SIDING ELEVATIONS ADDED
03r�bna
cvsRE ISSUED —
04/1940
FOOTING REVISION PER M.BOWES
0612148
CD'SRE-ISSUED
-1-STORY RESIDENCE
-
D.
DRYER
PLT
PLATE
FAX: (321) ' "7 `3 `3 - 7 97 2
2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
D.G.
DOUBLE
PLYWD,
PR
PLYWOOD'
PAIR
-
r
AND STATE CODES
D Gs
DIA.
DUAL GLAZED
: DIAMETER
P T
PRESSURE TREATED
f
DIM
DIMENSION
R
RISER
0
DISP.
DISPOSAL
RAD
RADIUS
DP
DEEP
RAG
RETURN AIR GRILL
DOOR
REF
REFRIGERATOR
02119AS
ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS)
02/12/19
PLAN MAINTENANCE
03/18n9
REVISED LINTEL SIZE AT FRONT ENTRY DOOR
04/24n9
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL 5ATSON (MELB.)
PG D1-DETAILS
PG D2-DETAILS
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL: ASSEMBLY DETAILS
PC WA4-NOT USED
STATE OF FLORIDA
'ROFES,SIONAL ARCHITECT:
3 .+ _ CHAEL C. ANDERSON
E,.�. Yy
kR No. 17305
A.B. DESIGN GROUP, LLC
�.
, SUITE 301
194 HWY AlA 5
INDIAN HARBOUR BEACH, FL 32937
r� e� qq p G q
Tel: (321) 802`3iJ91
'
.%..:. . ,,,:_.�.-.
-1
�!
Ili
I
�,
F
1
l l
1,
i
C,
. -.�
SQ.FT.
LIVING
GARAGE
ENTRY
LANAI
TOTAL
A/C VOLUME
� � �r
CtiLli. S
1�J16 . . FT.
430 SQ. FT.
I6 SQ. PT.
Sm SQ. FT.
2442 SIM. FT.
I641�b U. FT.
DR
D.S.
DEL
D.W
TA
ELEV.
EQ.EQUAL
EXH
EXT.EXTERIOR
F.G;FX
F.G.
F1N,
FUR
FLUOR
FR. DR.
FLO
GA:
GAR DISP
G.F.I.GROUND-FAULT
GL.
GYP BD
H.B.HOSE
H.C.'HOLLOW
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELEVATION
EXHAUST
FIXED GLASS
FUEL GAS
FINISH
FLOOR
`. FLUORESCENT
CH DOOR
FRENCH
R
FOOTING
GAUGE
GARBAGE DISPOSAL
CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
SIB
CORE
RM.
R O
S C
S.D.SMOKEDETECTQR
S x
SHT
SHTHG.
SHWR..
SIM
SL
SL GL
STD
SWS
TEMP.
THK.
T.O.C.
T.O.P.
T.O.S.TOP
TYP
U.N.O.
V.P.
ROOM
ROUGH OPENING
SOLID CORE
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD "
.SHEAR WALL
SECTION
TEMPERED GLASS
TH ," �K
TOP OF CURB
TOP OF PLAIT
OF SLAB.
TYPICAL
UNLESS NOTED
OTFIERWISE
VAPOR PROOF
04/24/19
REVISED'HVAC VOLUMES ON SCIFT CALL SCHEDULE (MELB.)
ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/SI.IA (ORL)...
ADDED LED LIGHTS 9 KITCHEN 4 BATH PER MARK SOWES
ADDED STONE OPTION ELEVATION C 4 D (TAMPA)
ELEVATION 'Cs' SIDING -ADDED LOUVER' GABLE ROOF
ADDED OPT. W-O' CEILING HEIGHTS
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
REVISE ENKAVENT RADON PLAN DIMENSIONS
,
OPT. 8 -0 CLG. HGT.- ADDED LED LIGHT IN FOYER - v
OP 81-0' CLG.143T. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY
T
PG WAS —NOT USED `
PG WA6-WALL ASSEMBLY DETAILS
064249
06/21/19
01/19/19
0541/19
10nWIS
01/01/20
04/01/20
04/09,'?D
04J09�0
05/06no
ADDED. ELEVATIONS V 4 'M' (ORL) -' STRUCTURAL SHEET ..# .....DESCRIPTIONS
�, --
ADDED ELEVATIONS 1MCa -'MH -'MS (ORL) "�—"—
PG S1-FOUNDATION PLAN'
2020 FBC UPDATE _ PG S1 1A—DETAILS
01/15/20
01/01/21
::DRAWING / CONTRACT DOCUMENT 11 HnR HEADER W. WASHER
HGT OR FIT HEIGHT Wi WITH _-._-- _-_-- ---___-_ ___.. __ PG S1.2-DOWEL PLAN
REVIEW BY BUILDER INSUL INSULATION wD. wooD _ - --- — PG S1.2A-DETAILS
NT INTERIOR wDw: wlNDow _- - - AM PLAN AND NOTES
2194 ~ A I -A, SUITE 301
INDIAN HARPOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www. a b des i g n g ro a p. co m
AA #: 0003325
c
E
go
FCR
DIV. 8e LOT:
EEKSIDE
HASE 2
1'
LOT #119
PROJECT'*
04321.201 f 119R1
MODEL:
4EBB
"1828- CALI"
GARAGE SAYING:
LEFT
PAGE;
COVER
SHEET
160 MPH EXP. C
JLJ
THE UILDER ASSUMES ALL LIABILITY FOR W/H WATER HEATER 7 PG S2—LIFT
INTI PRETATION OF THE CONTRACT DOCUMENTS. W.I. wROUGHTIRON h-- — — PG S2aA-DETAILS
ILS ■ ■
PG S2.2A-SAFE LOAD TABLES
IF L. ASPECT OF THE CONSTRUCTION (AS s PG S3-FRAMING PLAN
DES 'IBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN 1',:2ED OF FURTHER DETAILING OR EXPLANATION IN
ORD31R TO BUILD THIS PROJECT BASED ON THIS
DRA.:7NG SET, THE CORRECT PROCEDURE IS FOR THE
BULTAER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATiON) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TADS NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ON. aRUCTION BASED ON THE DRAWING SET.
PG
S3.1A-DETAILS
PG
S3.1B-DETAILS
PG
S3.1C-DETAILS
I PG
SN1-DETAILS
ARCHrrECT:
STATE OF FLORIDA
FEB 2 202t,
WCHAEL C. ANDERSON
AR NO 17305
FDITTE:
2 18 21
Reviewed for Code /4"—f-0Compliance
Universal Engineering
Sciences
GENERAL NOTES
WMWORK
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 WOO
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 UNDE
R
HEREIN:
FBCR 7TH EDITION (2020) UNO.
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
A. NIATIONAL
MERICAN INSTITUTE OF TIMBER CONSTRUCT10N (STANDARDS MANUAL)
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
B.
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 HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL
1. 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 IM PACT- RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL
BE
1. 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.
1, 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.
�PA -',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 1/2 THE HORIZONTAL
,
1ENGINEERED WOOD CONSTRUCTION GUIDE
DISTANCE FROM TH E FOOTING.
% ��_
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
4.
-nN"
THE CONTRACTOR SHALL BRING ERRORS AND OM[1SSfONS WHICH MAY OCCUR IN CONTRACT15OCUMENTS TO THE ATTEN7
"
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK,
5
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN TI-
CONTRACT DOCUMENTS, OF WHICH THE CONTRACT OR FAILED TO NOTIFY THE ARCHITECT 'BEFORE CONSTRUCTION AND/OR
E
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTIM D1557-2012 El. THE
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
:
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
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 SAFETYAND CONSTRUCTION PROCEDURES, TECHNIQU
S,
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.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1,
7.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
1
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 OF THE STRUCTURE DURING
8.
EXCAVATIONS TO BE A MINIMUM OF T- 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 %" PVC (SCHEDULE 40), INSULATED WITH Iv, AMAFLEX.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINER
11,
CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
1, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM H.
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED,
COUNTY BUILDING AND ZONING CODES.
i
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
GAMES
AND CARPORTS
7. SIZE AND LOCATION OFCLEANOUTS 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
DRAWING.
9. THE PLUMBER IS TO DIVERT AL.L. VENTS TO REAR ELEVATION WHEN POSSIBLE.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ONI:COVER SHEET
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
I
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
EMMORWAMCOVMN98
2.
AS PER SECTION R302.5. 1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW ; W 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
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
THE WALLS FOR COMPONENTS
AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS T�AN
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
TABLE R301.2(3), MANUFACTURED
SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
I
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 FINSHES
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, %8" THICK, OVER FRAMED WALLS
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V 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, ASTM-C1063-19a
& ASTM-C1787.
4.
AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA B)
NOT
3. LATH & ACCESORIES PER
ASTM-C-1 063-19a & R703.7. 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
LESS THAN V2 -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
T" FLASHING
HORIZONTAL LATH AND PAPER DETAILS
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PIPE PENETRATION
DETAILS VENT PENETRATION DETAILS
PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
11
WEEP SCREE6
DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD
�j
DETAILS DRIP EDGE DETAILS
CANTILEVER
RIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING
DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING
DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063 - 19a AND R703.7.
FIRE RESISTANT PM!7WTW
UNDER STAIR PROTECT ION
1 . ENCLOSED ACCESSIBLESPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE
WITH 1/2" GYPSUM BOARD. R302.7,
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO
BE 112 " 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 OBSERVATON!,
I i
CONSTRUCTION OBSERVATION
SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED
THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S/CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDERI,
THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
k'7,77"", @W-4- � - - "; " 1 -1 - 1: , , - , , - , -, , - -_ , - �, ' .
'� : 7T- � "I , I= � -�-, --I" �� " I o�, , � - , '. . I I � e �, , - , "� I � `�7c-''lrj7l-�, "'UT M_, 'n "M ' , �� , - --I' I - __ - __1 I il " , , �, ��=, I—, . � I I , 1-1 __ _: 71�,�111,v � I � 11� ';r , 7-
Reviewed for Code
Compliance
Universal Engineerinr
CONTROL DATE: 12/10/20 (RM)
2194 HWY AIA. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
,1,Nw.abdesigrigroup.com
AA # 0003325
7111ARMARTWERA� s',
�ftk
1AMIXON
th&
\N\ VN
At"
j
CREEKSIDE
PHASE 2
LOT #119
PROJECT#
04321.201/119R1
MODEL
4EBB
"1828--CALI
0A.RA0E SWIENG:
LEFT
PAGE:
GENERAL
NOTES
M11H EXP. C
ARCHITECT:
STATE OF FLORIDA
I
FEB 2 2 2021
MICHAEL C. ANDERSON j
AR NO 17305
Ni.
s
i
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE HARRIER FLOOD A R MEAN
SNOW SPEED° 70POGRAPHIG DESIGN WEATHERING' FROST LINE TERMITE DESIGN UNDERTLAYMENT HAZARDS a RE ZINCs ANUA
LOAD (MPN) EFFECTS CATAGORY' DEPTH" TEMP' REGiUIRED^ IN EX TEMP.
NA ISO C NA NEGLIGAf3LE NA I VERY HEAVY 42 NA SEE SURVEY N NA
FLAME SPREA) AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL HE IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F15C R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FINS R302.10.1 THROUGH FBC R302.10.5
12 1,511,v
3'-4" 10 -0"
0 _
I
Di(2) 3052-614
EGRESS
�® II
0❑n AFC
1131 ie Fc
a .. s
1�11�Ilol�lfol� �'o_
10' -4"
(2) 3052-SH
ROOM OOM
BEDROOM #1 cL� r B'-e' cL�
8'-B' CL&
81.011 4' 8 4'
C. _
V.
— — — — — — — — — — — — — — ti � I b36 I
Q 8' SCLCsl wic. I V.
1-6CL& 1- 1
SHWR PAN •'% n I )( I o I bPT1 1
W/ ENCL
-5 -- 1R-ISH eb36 2 2'_8 11 31-011
�
iRi8++ I aL8►BWRY
1 1I N
5'-8" 6 _0" 2'_4' u====-' 6 `8, 5 b36 RANCsE PAN.
n-
Al -- O— cn
BEDROOM #4 J I ° ��a ARCH V 3-sH
Y�---J
DEN ---c
11:� � I �
' V I C. %
11 _8^ I JB 4 - 3 I 0' 3' 6 2'-8' 11'-0"
B
❑e 0 Al ilr
Ft a �'FA�r�I i' i BEDROOM M
B'-B' urx
T.
31-81, r -81, 31_411
0
wH. ,
— 22'x54'
ATTIC I 2Xib WALL
L ACCESS
® I1 wc.
LAV.
5OLLARD II Al dI> BATH#2 m
AS REQ. ro I I I ti' W-V CLCL 3:
PER 5LDG.
O E -
C D
0
GARAGE
W-V CL&
FOYER
W
��co
BEDROOM #2
3068
c
V -8 GLG.
TRA
S.
5
1/2"
Y
�o
,
�,8
B'
(2) 3052-SW
EGRESS
0
21'-4"
4'=4"
14'-0"
r;s4
,ru r "'n"',mEi'- k.eN'...'..,
n
Ln
M
v
B
ill
C
d)
0
ro
o
r
`"
w
e
EXTERIOR MASONRY
WALL BRCS. WEIGx ITS
10'-i3' BRG.
11'-4' 5R3.
SQ.FT.
CALL. S
LIVING
GARAGE
ENTRY
LANAI
1516 SQ. FT.
430 $0. FT.
16 60. FT.
80 SQ. FT.
TOTAL
2442 SQ. FT.
A/C VOLUME
16411.E CU. FT.
jSQUAFE
OPENINIS
ZOPE
1M WH WW M1u
FEMARKS
MIN. WINDOW
10
5
34/-45
CRITERIA
�m
EXTERIOR SWING
18
5
33/-43
DR. MIN. CRITERIA
31/-3S
DGRITERIN
41
5
I.,
k-...._
. ...-
2S.1/-31.3
i
8010 O.H.D.
56
5
SOFFIT
N/A
5
31b/-38.8
R
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-31,
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DATE o1 V21
*
D5L.
TOP
PLATE 0
M
BAR DETAIL
A SCALE: 1/2'=I'-0'
FLOOR PLAN
SCALE: 1/4' 1'-0'
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION, WITH SITE PLAN.
Q
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOOI NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID ORHONEYCOM5-GORE STEEL DOORS NOT
Ik
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS,
p
- EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY
-I
DOOR TO 5E EGRESS POINT WHEN THE HOME IS SHUTTERED.
- REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES,
W
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
+
GARAGE AND CONDITIONED SPACED ISHALL HAVE AN INSULATION
R VALUE OF R-13.
-CEILING R VALUE TO 5E R-30 INSULATION ABOVE CONDITIONED
U
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED 5Y THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
-OPENING INFORMATION 5ELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED 5Y THE
'
E
R
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT SPECIFICAARCH DTL.
TIONS
QB SCALE: 1/2 = 1'-0'
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA'32937
PH: 321-802-3591
www.abdpsigngroup.com
AA #i 0003325
Imb
gg
4,01
f .M
'
k
\
C
E
ell
N:
�
Cs
o
yr
SU13DIV.p 8e LOT:
CREEKSIDE
PHA'")E 2
LOT #119
PROJECT#
04321.201 119R1
MODEL.
4EBB
"1828--CALI"
GARAGE SITING:
LEFT
"SAGE:
i
FLOOR
PLAN'
160 MPH EXP. C,
f
ARCHrFECT:
a'ATE OF FLORIDA
FEB' 2 2 2021
i
`-dIY.-AAEL C. ANDE. ,',N'Y1
Arll
"' NO 17 oty
PRINT 02 18 21
DATE:
Reviewed for Code SCALD: ] /¢„=1' _ n,
momme Compliance
Universal Engineering SHEET
Sciences
e [
I
OPENING
OVERT -TANG
SEPARATION
U-VALUE
C
1
4'-10,
0'-4.
32
25 :
4146'
35
I Z9
3
1'-0'
0'-9'
35
Z9
4
1'-0'
0'-9'
35
Z9
5
1'-0.
0'-93
35
29
b
9'-0`
I'-4'
83
32
0'-9'
35
29'
0'-9'
35
29
EQUAL
TO CONTROL JOINT
(T1'P.)
BLDG. HGT.s ----_-------
U
FYPON LV12X24 Ea. Ea -
OR EQUIVALENT
2D
12 J
Al I WL
I
WAI WAI
�$ U
&'-8" BRCS. AGT. A
OPT. COACH
LIGHT
IUD0 A r
TO CONTROL JOINT
(TYPJ
0'-0"FIN.FLR.i,-�- III _—jJ - — - — - -
FRONT ELEVATION
SCALE: 1/4 = 70' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR 103A �-
8'-8" BRCS. H4GT,j,
1'-0
0'-0" FIN-
8'-a" BRG. HGT
1'-0"
1�6
12
6� nE
A3 -
SHINGLE ROOF
FYPON
13KTIIXI1 OR
EQ• EQUIVALENT
12
1
11- 011
16'X62° FYPON
45
DECORATIVE
SHUTTERS OR
A
EQUIVALENT
4' RAISED
r-
BAND (TYPJ
0'-0"
FIN- FLR.
OFF RIDGE VENT
8'-8" BRCS.
OFF RIDGE VENT
8'-8" BRCS. PS7.
A ❑ ❑ I A3
{ iTYP. I I TYP.
I III
----- ---- �cC- I I-
0'-0" FIN. FLR.
REAR EL JVAT10N
SCALE: 114 = I'-0' TEXTURED FINISH
4
r
III
4B
`t A
r I I TYP.
--------------------- 0 #=1N. FLR-
- - --,-------------------- --- - -----$ -- -
LIE`FT ELME"VATION
SCALE: 1/4 = I'-0' TEXTURED FINISH
OFF RIDGE OFF RIDGE VENT
12
11E
A3
4B
A r
TYP. I I r
11 1 1! - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0 -0 FIN. FLR. --{------- - — - — - - ------
IJRIGHT ELEVATION
SCALE: 114 = I'-0' TEXTURED FINISH
S' ` BRGx HGT
-0"
0'-0" FIN. FLR.
MODEL 1828-CALI-4EBB
AREA OF ATTIC
2450 SQ- FT.
NET FREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
- 8.17 SQ FT.
8.17
= 1176 SQ. IN,
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OF ATTIC
= 470-4 SQ. IN-
(BALANCETO BE PROVIDED IN
SOFFITVENTS')
OFF RIDGE VENTILATION AREA
= 138 SQ. IN. PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 3.41
TOTAL ff OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LIN EAR FEET OF SOFFIT REQUIRI
67.20
Reviewed for Code
09 Compliance
Universal Engineering
Sciences
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www, a b d es i g ngrou p. co m
AA #: 0003325
SLTSDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL:
4EBB
"1828--CALI"
GARAGE SWING:
LEFT
PAGE:
ELEVATION "D"
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
FEB 2 2 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 02 18 21
SCALE: 1/4"-f-O" 1
SHEET
J ,1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SINGbLE POLE
IIVV OUTLET
II0V OUTLET
1/2 OF OUTLET WIRED
To SWITCH
GFI
II0V OUTLET
EaUIPED WA3RND rAU-1
INITERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WINE CONNECTION
Wp
E>Cr. WATERPROOF
GROUND PAULT
GFI
CUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER.
SWITCH
4-WAY OPEFP-
WALL MOUNTED
LIGHT
CEILING LIGHT
Q
LED CLG LIGHT
QvP
I= VAPOR
PROOF: LIGHT
@ VIM
VAPOR PROOF:
LIGHT
@
RECESSED CAN
VENT. FAN
I CPM PER Sa FT.
VENT. FAN
1 Cr-M PER 5Q. FT.
11.1/1-113"T
VANITY LIGHT
FIXTURE
(SPECIS T5D BY
BUILDER)
41)Q1
PLUORESCEN-T
2-5ULD WRAP
LIGHT
AROUND
(RECESSED)
4�>(2'
FLUORESCENT
2-5UL5 WRAP
LIGHT
AROUND
(SURFACE MNT-)
2' FLUORESCENT
4' FLUORESCENT
21
4' TRACK LIGHT
PANEL
Nib
METER
0,5.0.
SMOKE DETECTOR
BATT. 5ACK-UF!
W/ HARDWIRE
WALL MOUNTED
MATT. BACK -up
SMOKE DETECTOR
1111 HARDWIRE
BAIT. BACK -Ulm W/
5/CO
CARBON MONOXIDE)
SMOKE DETECTOR-
HARDWIRE
INTER -CONNECTED
SHALL Me A DISTANCE
COM50
OF: NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
pol.
TELEPHONE JACK
WATER NEATER
IGNITION SCIIRGE
To BE ELEVATED
DISCONNECT
ffi
AIR. CONDITIONING
TO UND.
DISCONNECT
SEE A14U ON
THIS SWEET
TV
TELEVISION JACK
CEILING 'BOX REQUIRED
O.
TO BE SUPPORTED IN
ACCORDANCE W1 BOX
J-50X
MARKED AS SUCH FOR
ILJr
gnCT&
CEILING WOUIREE
TO BE SUPPORTIED IN
CEILING FAN/LIGHT
ACCORDANCE W1 BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
LIC214T P i.
36' INCANDESCENT
o
LIGHT STRIP
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
:1
KP
KEYPAD
HE P.M.
PUSH-BUTTON
FOR CHIMES
USE flow
- LOCATION OF: TV JACKS 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED 41 HOMEOWNER PRE -CONSTRUCTION
MEETING.
# ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF r5CR
ITH EDITION (2020) 4 NEC 210.12 2011 EDITION.
- 20 AMID DEDICATED LAUNDRY CIRCUIT.
- Wl a ISLAND (NOT ON KITCHEN CIRCUIT)
- DISHWASHER DISCONNECT TO W LOCKOUT IN PANEL
, BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY or
bo CrM INTERMITTENT PER ELECTRICAL PROVISIONS or
SECTION MI5013 F5CR 1TI4 EDITION (2020).
- LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
s WIRING METHOD SHALL BE NM METALLIC CABLE PER
ELECTRICAL PROVISIONS OF P5CR ITH E12 (29220).
- ALL WORK To COMPLY WITH ELECTRICAL PROVISIONS
or THE FWR 1T14 ED (2020-L
* ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING, MUST BE ENERIGY EFFICIENT TYPE MR
IF-5jc- allamsy CONSE TON (RESIDENTIAL ENERGY
EFr-ICIENCY) 2020, 1th EDITION R404J
—CEILING
MTO. LIGWT
TO BE
INSTALLED,
PROVIDE
J-BOX FOR
OPT. FAN
—
OPT. — — — — — — — — — — — — — — -- — — — — —
COACH
LIGPT
ELECTRICAL PLAN.
5CALr=: 114' = V-0'
PANEL: 8/16 Wp Ort. breaker
FEEDER3- #1 Cu THWN & I
WP Panel MAIN - A
VOLTAGE: 12U / 240 V -11-1-1 MAIN: lbo Amp M.U.H
- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THVVN & 1 - #6 Cu (G) in 1 1/2" C,
Wire
Pole
Ev
Description
Watts
Circuit
Circuit
waft
Description
Bkr
Pole
Wire
#12
1
20 11Exterior
Receptacle GFJ for TUG;
1200
1
ISpace
#12
2 1
20 11rri,alion
Pump
1000
3
4
ISpace
5
JW2
6
5304
AIC C. UA
35
2 1
#8
Space
7
8
PANEL: 42 ort. breaker
FEEDER: 3#1 CuITHWN 1
PANEL - A
VOLTAGE: 120 /240 V -1 Ph MAIN: 150 Amp M.L.C.
- #6 Cu (G) in 1 1/2" C. OR 3- #210 ALTHVVN & 1- #6 Cu (G) in I 1f2" C.
"a
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Polo
Wire
4 tt12
1
1
20
Small Appliance
mo
1
2
8000
Range
50
2
—
#6
#1
#12
1
20
Microwave/ Hood GFI +—
1800
3
—
4
FWire
#12
1
20
Small Appliance 1
1500
5
6
4500
Water Heater
25,
2
#10
#12
1
20
Refflgerator i
1500
7
8
#12
#1
1
20
Dining Room Lights and Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
4" '
#12
1
20
Bath #2 GFI Receptacles
1200
11
12
1500..Psl
-washer GFI
20r
1
#12
#14
1
15
Foyer /Hall Bed. #2 & #3/ Bath #211-ghts
AFCI
900
13
14
14
5000
Dryer GFI
30
�2
#10.
#14
1
15
imng Room, Lanai Lights AFCI
900
15
6
16
#14
1
15
Kitchen and Pantry Lights & RcDt8
1
AFCI
900
17
8
18
1500
WasherGFI
20
1 1
#12
#14
1
15
SD & C/O AFCI
900
19
0
20
2
1000
Garage Door Opener GFI
20
1 1
#12
#12
1
20
Laundry t Bed #4 Den AFCI
1200
21
22
22
1200
Garage Lights and Receptacles GFI --15
20
1
#12
Space
--23—
24
24
900
Bedroom 91 AFCI
#14
Space
25
26....900
Bathroom #1 AFCI
15
1
#14
Space
27
28
goo
Exterior Lights and Recept GFI
15
1
#14
Space
29
30
1000
Irrigation' controls only
20
1
#12
Space
i
31
32
1 Space
Space
33
34
ISpate
Spaces.
35
36
ISpace
Spec
57
38
Space.
2
31
A/C AHU-1
i (Heater 6 KVA at 654A
1
5525
39
410::
Space
4-1
42
Space
'c
Load subject to demand factor calculations line
160W
276COI
Load subject to demand factor calculations i line
Demand Factor Calculations:
ABBREVIATIONS: -,"t". 1"l-l-,
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON-MINICIPENT I.QAD
GFI: QRQUNP,,FAULT INTERRUPTER
Total load subject to demand factor
43600
First 10000 watts at 100%
10000
Remaining watts at 400A
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD
Total Connected toad Wafts
34269
Total Amps (watts 1240 wits)
142.8
General Lighting & Receptacle
Load
Total A/C Square Feet
1828
General Lis & Rec 3 W / Sq. Ft
5454
HI -Hats 1 at65W/Lightat1D0%
65
Total General Lights & Red (Watts)
5549
I Ckts#lwattslok Totalwatts
General Lts & Rao Panel A
1 91
6171
55491
D 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 PWR ITH
EDITION (20292 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CADhOLICTORS $HALL BE TYPE THHNfrHWN UNLESS
NOTED OTHERWISE.
POWER COMPANI
TRANWORI'MR
PROVIDE 150 Al"IP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE So PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL.) IN 2" DIA SCHEDULE 00 PVC
CONDUIT UNLESS SERVICE 16 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH TINE ELECTRIC
COMPANY PRIOR TO DID.
LED LIGHTING
@ SINGLE LAV.
BATH 42
PROVIDE 342/0 CU, TWUN * 1% CU IN 2' CONDUIT OR 3
04/0 AL, TWWN + 1% CU IN 2' CONDUIT OR 2/0 AL. SEAL
(CONDUIT TOTERMINATE ABOVE SOFFIT a OVERHANG.)
I
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
IELECTIRIC METER N I PIWABS
NIEMA 3R ENCLOSURE MLO
PANEL
II50A/2P
! =MCB
TRANCE
SERVICE C46ABLE TELEVISION
EN SERVICE ENTRANCE
EQUIrMENT J H EQUIPMENT T
INTERSYSTEM BONONO
TERMINAL AT LOW Reviewed for Code
VOLTAGE CONNECT( OM Cornnlianc-
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOCITER STEEL MR
ELECTRICAL PROVISIONS OF THE FBCR ITH
EDITION (2020).
6/8" DIA X a Fr LONG COPPER CLAD GROUND ROD
2194 HWY AIA, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigrigroup-conn
AA #: 0003325
ZIL%.L." JL
DATE: 02/18/21
SCALE: 1/4"—l'—O"
SHEET Li
El
a - �71ammz=
r
a
PLUMBING PLAN
SCALE: 1/4 = I'-0'
KITCHEN
SINK W/
AUTO VENT
1-1/2' VTR
I
I
I
8 DIV. 8e LOT-
A.V.
CREEKSIDE
2' TUB
PHASE 2
�
LOT #119
`3
PROJECT*
04321.?O1 119R1
MODEL:
4EBB
Co TO
"1828--CALI"
w
MAIN
IRICsHT)
GARAGE SWING:
LEFT
4f
PAGE:
PLUMBING
PLAN
(ALTERNATE LEFT)
160 MPH EXP. C
PLUMBING RISER DIAGRAM ARCS TECT� f
STATE OF FLORID%,�
FEB 222021
MICHAEL C. ANDERSON
AR NCB 17305
err
PRINT 02 18 21
DATE: /
SCALE• 1/4"=1'-0'
Reviewed for Code
Compliance SHEET
Universal Engineering
Sciences
5.
7
N
i
SVHDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT#
04321.201 119R1
MODEL:
4EBB
"1828--CALI"
GARAGE SWING:
LEFT
PAGE:
MECI IANICAL
PLAN
160 M}'N EXP. C
PRINT 02 1B 21
DATE: / /
SCALE: 1 /4"=1' - 0"
SHEET
m I
2X4 TOP PLATE
PER FLR.
PLAN
1/2' CLG.
1/2' DRYWALL
SECURE BT. —
PLATE TO SLAB
W/ 106 MASONRY
NAIL a 32' O.G.
MAX
0'-0.
FIN.rLR
JSS
2X4 WOOD
STUDS a24'
O.C.
SLAB
NOTE: STUDS IN
PARTITIONS 5UPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16" O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O.G.
TYP. INT. WALL (NON- B RG.
3/4' = I'-0'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS TYP.
o.u.
VENTED SOFFIT
1/2' DRYWALL J
3 5/15' OR 5 3/8'
METAL STUDS 24' O_C.
20 GA METAL TO BE
INSTALLED IN WALLS
RECEIVING UPPER/
LOWER CABINETS
AND TUB/SHOWER 25
GA. METAL TO BE
INSTALLED IN ALL
OTHER WALLS. STUDS
t0 BE SPACED 16'
D.G. AT 2ND FLOOR
WALLS ADJACENT TO
STAIR WELLS AND
BATHROOM WALLS W/
TILE FINISH
WOOD BASEBOARD-
3 5/8' OR 5 3/8"
TOP CHANNEL (25
GA.)
1/2' DRYWALL
3 5/8" OR
5 3/8"
BOTTOM
CHANNEL
(25 GA.)
SECURED
TO GONG
FLOOR W/
3/4' PAF d
TO WOOD
FLOOR W/
1/4' WOOD
SCREW
1—STORY `-FINISH FLOOR
TYP. INT. WALL
METAL STUDS
i1A\ (NON-BRG.)
Pill)
SCALE: 1/2'=1'-O"
L,5/8' GYPSUM BOARD
OR 1/2' HIGH
STRENGTH CLG.
BOARD
OL PER VAT I117
ON
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
BOND BEAM
SOLID GROUT
W/ (1)- S
(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')IPIPE THROUGH BOND BEAM
D1 SCALE: 3/4"=1'-0"
STRIPS + 24' O.G.
1/2' THICK, 2 COAT PORTLAND
CEMENT ASTER
1/2' THICK, 2 COAT PORtLAND 8' GMU DIRECTLY TO MASONRYIED
CEMENT PLASTER APPLIED `t . I/2' GYP. WL. BD.
DIRECTLY TO MASONRY WOOD BASE
0'-0" FIN. FLR. 0'-0' FIN. FLR
a e
d e
Atl e
d
a
ti W/ WINDOW OPENING B TYP. WALL SECTION
No oPEN1NG NOTE:
PER SECTION FBCR 1305.1.1 - FOR
ROOF SLOPES 2:12 TO LESS THAN
4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT
D1 SCALE: 3/4'=I'-O' SYSTEM IS REQUIRED. FOR ROOF
SLOPES OF 4:12 OR GREATER, (1)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM
D226 TYPE II, ASTM D 4869 TYPE
IV, OR ASTM D 615-1
FIBERGLASS SHINGLES—\
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COATL-�
PORTi_AND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-2" FIN. FLR
8' Cr IU
Y__�CAUIX AND SEAL
�GA• LKS
O NOT GUT 1 }' P-vrs ai—mve Fom arcs LmE
lE BOND —•' CM;
EAM 1/2' C BD.
EBARS -W=
15
<.
"a
2B GAS LINE THRU BLOCK —
D 1 WAX: V21.I'-0'
,--2X4 SPF 24' O.C. MAX.----,,
SECURE W/ (2) 12d NAILS
® EA. END
2x BLOCKING BETWEEN TRUSSES
--PER STRUCTURAL. DETAILS--
-STIFFBACK AT ALL UPRIGHTS —
PER STRUCTURAL. DETAILS
-PRE-ENG WD. TRUSS
PER ELEVATION
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR -
INSULATION R-VALUES
,LPER 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 A 24' O.C.
1/2' 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 REO.
VERTICAL TRACK
1' MIN.
BY MAUR
SLIDE
FASTENED TO
TRACK BRACKETS
W/ PRODUCT
APPROVAL REa
CORNER BEAD
S' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa
SEALANT 4
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND(BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
GARAGE DOOR JAMBS
SCALE: 1 1/2' = I'-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 TYP. WALL SECTION
O OPENING
(i)1-STORY GABLE BLOCK WALL
SCALE: 3/4' = I' -O'
Note: WALL FENESTRATION FLASHING PER FBCR 103.4 -
Approved corrosion -•resistant flashing shall be applied Shingle -fashion in a manner to
Prevent entry of water into the wall cavity or penetration of water to the building
structural framing components.. :Jell -adhered membranes used as flashing Shall comply with
AAMA -711. All exterior fenestration products shall be sealed at the juncture with the
building wall with a sealant complying. with AAMA 800 or ASTM C920 Class 25 Grade NS Reviewed for
or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other09 Compliant
Universal Engin
approved standard as appropriate for the type of sealant. Fluid -applied membranes Sciences
used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to
the surface Of the exterior wall finish.
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-902-3591
www.abdesigngrou p.com
AA #: 0003325 00
SUBDIV. 8e LOT:
CRE EKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL:
4EBB
"1828 -CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
(SHINGLE)
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
DATE: 02/18/21
SCALE: 1 /4"— f — 0"
SHEET
1)1
n
TOP:
2X6 P.T- ■ CENTER OF DOOR HEADER SECURED
W/ (1) 1/2' X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X I/8' WASHER 4 NUT
OR
W/ (2) 1/2' X S' ANCHOR BOLTS
W/ 4' MIN- EMBEDMENT
all -!AA"2111
SECURE 2x4 ONE'
FLAT TO BLK
9 W/ MASONRY 9
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR
�O BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2' IN
2' X 1/8' WASHER 4 NUT. (1) WITHIN
8' OF TOP, (1) WITHIN 8' OF THE $TM,
(3) EVENLY SPACED.
oI Io
0 I I 0
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN
SUCH INSTRUCTIONS ARE MOIRE STRINGENT
GARAGE DOOR
1 BUCK ATTACHMENT
p ecaE: w'.r-®'
Ix4 P.T. OR 5/41X4' MIN.
SECURE THR11 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 S' OF EACH END
4 10' OZ. MAX SPACING
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3/4" OR +5/4"
ti WINDOW TO BLOCK +3/4" OR +5/4"
2X4: CM
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SWANKSIZE .145 MIN.
HEADSIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X(P: CEM
SECURE TO BLOCK
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE -145
MIN- HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.C. MAX SPAGING-
2X8:
SECURE TO BLOCK
W/(2) 3AW TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN S' OF EACH END
4 18' O.G. MAX
SPACING.
2X4: IZI
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEADSIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH
END 4 18' O-C- 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
4 18' O.G. MAX SPACING.
2X8: CMM
SECURE TO BLOCK
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .146
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
8' CMU
oo
1/2' DRYWALL
I'X4'
P.T. NAILER
T/16' OS.B. X 4' MIN.
POOR CASING
POOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 15/16"
W TO BLOCK +1 15/16"
2X4:
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN -
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN W OF EACH
END 4 V O-C- MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
OUTSIDE 4 SECURED
2X6: CEO
THROUGH NON-STRUCTURAL
THROUGH
SEC
SEC
SECURE TO BLOCK
3/16' TAPGON MIN. 1-1/4'
TAPCO
EMBEDMENT INTO BLOCK
(MIN- SHANK SIZE .145
MIN- HEAD SIZE 300
8' CMU
MIN. EMBEDMENT 1 1/49
WITHIN S' OF EACH END
8' CMU
1/2' DRYWALL
4 IS' O.C. MAX SPACING.
❑
1'X4'
2X8:
1/2' DRYWALL
I'X4'
P.T. NAILER
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
P.T. NAILER
POOR CASING
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4-)
WITHIN 8' OF EACH END
POOR JAMB OR WINDOW
4 18' O.C. MAX
ATTACH TO 2X PER
SPACING.
DOOR JAMB OR WINDOW
MANUFACTURES DETAILS.
ATTACH TO 2X PER
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 1/2"
B WINDOW TO BLOCK +1 1/2"
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +2 1/4"
�1PINDOw TO BLOCK +2 1/4"
2X4: CE
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIPL
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 18' OTC. 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
4 18' O.C. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/I6' TAPCONS
(MIN. 814ANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.C, MAX
SPACING.
a' CMU
f 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"
E
2X4: IZI
SECURE TO BLC ;K W/
3AV TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN- EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN- HEAD SIZE 300
MIN- EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O-C- MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE J46
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' OZ. MAX
SPACING.
2X4: 1M
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 IS' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) I/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT1 1/40)
WITHIN 8' OF EACH END
4 IS' O.C. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
WI(2) 1/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 I/4')
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING. ---
_� 8' CMU
�j 1/2' DRYWALL
ILL��JI I'X4'
P.T- NAILER
'1/16' O.S.B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUI15
JAMB (00 NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3 7/16"
G WINDOW 'f0 BLOCK +3 7 16"�_
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .I45 MIN.
HEADSIZE 300
MIN- EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' OZ- MAX
NOTE: STRUCTURAL 2X MUST BE
SPACING.
ONOUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
2X6: CEM
3/16' TAPCON MIN. 1-1/4'
SECURE TO BLOCK
SECURE
EMBEDMENT INTO BLOCK
TAPCONS (MIN..
SHANK SIZE .145 MIN.
HEADSIZE 300 MIN-
g• CMU
EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
1/2' DRYWALL
4 V O-C. MAX SPACING.
❑
I'X4'
2X8:
P-T. NAILER
SECURE TO BLOCK
DOOR CASING
W/(2) 1/4' TAPCONS
(MIN- SHANK SIZE .145
MIN- HEAD SIZE 3O0
2ND 2X SECURE TO STRUCTURAL
MIN. EMBEDMENT 1 1/4')
MEMBER W/(2A2d WITHIN 8'
WITHIN 8' OF EACH END
OF EACH END 4 Co' TO 8' O.G. MAX
4 IS' O.C. MAX
SPACING. —
NOTE STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
1 _
/- 8' CMU
1/2' DRYWALL
L� I'X4'
�J P.T. NAILER
I' P-T. X 4' MIN-
, r— DOOR CASING
DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW
ATTACH TO 2X PER ATTACH TO 2X PER
MANUFACTURES DETAILS. MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 1/47
DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
nnw To Bmrx +g" H WINDOW TO BLOCK +3 3/4"
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.cow
AA #: 0003325
x
��t
{ 1
'i
I
i
N
I
I
n
i
Rj
I
k,
LI
tN
1
40,
\�
\ u:
%
..
kh
\\
\
E30
SUBDIV. 8a LOT:
CREEKSIDE
EI PHASE 2
s
'. LOT #119
PROJECT#
04321.201 119R1
MODEL:
4EBB
"1828--CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
a160 M H EXP. C
"
ARCHITECT -
STATE OF FLORIDA
CMU
;? y }' DRYWALL
w :•^
W 1X FURRING
FEB Z 2 20Z1
RIP 2XIO TO
DOOR
FRAMING HOLD FLUSH TO
MICHAEL C. ANDERSON
INTERIOR FACE
OF DRYWALL
AR NO T7305
ENTRY DOOR BUCK
PRINT 02 18 21
UIREMENTS
k, DATE:
VE
A
SCALE:1/4"-1'-0"
Rev Lhved for Code
SHEET
Compliance
Universal Engineering
Silences
��
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS TO
BE WIRED TIED TO LATH • 9'
O.C. MAX (VERT.). NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
' LEG MAY ESE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION ---- \
FASTENERS TO BE SPACED
7
1' O C. MAX VERTICALLY
J' THICK, 3 COAT CEMENT
PLASTER
1 LAYER 02, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED •1' (VERT.) O.C. MAX
AT SUPPORTS
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
OR IIIW ZIP SHEATHNG
SYSTEM NNSTALLED PER
s To
GAP MIN.
LATH SHALL NOT
BE CONTINUOUS b' TO B'
MIN_
6' To a
MIN,
THROUGH CONTROL
JOINTS BUT SHALL
BE STOPPED AND
TIED AT EACH SIDE.
PROVIDE 2X4 BLOCKING
PER A5TM C1063 \
PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
NOTE: \
/ STRUCTURAL STUD
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE /
3. BLOCKING SHOWN MAY BE IN ADDITION \
TO WALL STUDS REQUIRED PER PLAN
"M" TYPE CONTROL JOINT
OL FOLD INWARD • PT. A
O1. FOLD INWARD •
FT. A
2. CREASE • PT. B
3. GFEASE • Pr. C
® ®FOLD
• II•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
SHINGLE ROOFING
PRIP EDGE: OVERLAP 3'
EXTEND 1/2' 151
44EATHING• MECHANICALLI
FASTEN 4' Or— MAX
O1. FOLD INILW D • Pr. A
2. CREASE • Pr. B
FOI
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
ENDS) E 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORTIBER SHEATHING TAPE .�
/ I' MIN. LAP c METAL LATH \
k X X X
�T '
E MIN PAPER LAP BELOW ONLY /
WRB LAYER 82, FORTIFIBER
BUILDING PAPER
SCALE:
KICKOUT
DETAIL
LATH VERTICAL LAP TO BE 1'
METAL LATH
WRB LAYER 01,
STUCCO WRAP
VERTICAL LATH
& PAPER DETAIL
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0.0415-IN. (121-MM)
WIRE AT INTERVALS NOT
MORE THAN 9' (229-MMA
AS PER ASTM C1063.
NOTE:
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL t STICK
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD 5TUDE
SHEATHING OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
BUILDING —
PAPER
STUCCO —
}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
OR l/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. 5PEC5.)
W MIN.
LAP
LA= a LATH
LAP = PAPER
HORIZONTAL LATH
& PAPER DETAIL
®
1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
toQW. 81486$9I IM
r
OR CMU
®L FOLD INWARD • PT. A
2. CREASE . Pr. B
WRB LAYER •1,
3. CREASE . Pr. O
STUCCO WRAP (FRAME ONLY)
4, FOLD Pr. C OVER PT.
B TILL PT. C TORCHES
'a
GG
BOTTOM FLANGE ®
4. j�
g" THICK, 3 COAT CEMENT
u
PLASTER (FRAME), 1/2" 2 COAT
CEMENT PLASTER (CMU)
"
METAL LATH (FRAME ONLY)
LAP WR5 E TAPE OVER
®
ROOF/WALL SCREED
FLANGE L WATER Ti
SEAL FOLD, QQ
NCE CUT.
i' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CM))
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (FRAME ONLY)
WRB LAYER fl,
STUCCO WRAP (FRAME ONLY)
LAP LAYERS OF BUILDING WRAP
OVER NAILMG FLANGE, STOP
WIC A®?24 I k' ABOVE
814I1 (FRAME ONLY)
FRAME oR CMEXTERIOR
C/Y]FAIIAI Pf4FCn
I V I DETAIL)
FASCIA WRAP
TIGH7 SEAL (BEND OR
R DO NOT CUT)
Z 5"X5' IV' TYPE CONTINUOUS
GALV. METAL FLASHING
z (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF CEMENT
ROOF PER ELEVATIONS
NOTE:
IF ZIP SHEATHING SY.•TEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
5 " L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE —� 1
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO elm
1' OR LESS PIPE _
PENETRATION ce>.i:'-:_'::':
CUT AND OVERLAP ONE SIDE OF--J
SELF -ADHERING MEMBRANE
FLASHING
9EUM Im
o
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
37 N.T.S.
.STEP "2
NTRATION
Wx6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 4, FORTIFIBER
BUILDING PAPER
METAL LATH
6'xb' SELF -ADHERING MEMBRANE
FLASHING OVER Wx4'
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)
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-181
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
cr ASTM 1787.
INAVEMEM
11MODl�JCM► It
>4�01E
DfRAINAGE PLANE (LUfR5
LA�rEIR #1/ STUCCO WfRAP)
OR5 LA,rEIR 1*2 (F0fRT1F18E1R......
5UILD INCH fi AFEfR)
1" ITAL LATH x x x x
STUCCO L
UJOOD CIR-1/1ro" ZIP LUALL �TTlil
5HE>4THIN
SELF-ADHESIVE FLA,5HING _ — NOTE:
T�IETAL LATH: LATH TO 5E PEP SECTION
R-103_11 / 45TI l C - B4i -14a / 1„I IN. 2.5 L55-
PE1R SQ_ 1rARD (UT I L I T*r OfR Not" I INAL
LATH DOES NOT 1"rEET SPECIFIC 9�a f)rCode
ddCompliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
StMDIV LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL•
4EBB
"1828--CALI"
GARAGE SWING:
L E PT
PAGE:
WALL
ASSEMBLY
DETAILS
160 M1'H EXP. C
ARCHITECT -
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 18 21
DATE: / /
SCALE: 1/4"-V-0"
SHEET
=0
■
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
I ROD
� 04. -. Wm
IWRB LAYER 01,
STUCCO WRAP
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(5) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I BOTTOM 2. SIDES. 3. TOP
VENT CAP 15 TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON-MOvABLE FRAME AND STUCCO
ON ALL SIDES, Y4' CAULKING 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
VENT (FRAME)
LEGEND
DRAINAGE PLANE (CURS
LATER *'1, STUCCO WRAP)
CURS LATER *'2 (FORTIF15ER — - — - — - — —
SUILDING PAPER)
METAL LATH x—x—x—x
STUCCO •: : ; . .
WOOD OR -1/16" ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO SE PER SECTION
R-103,11 / ASTM C-841-14a, MIN. 2.5 LSS.
PER SQ. YARD (UTILIT`I' OiQ NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCOFINISH
6" SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT GAP (SET IN
CONT. SEALANT)
SEALANT m
TOP E SIDES
0
DRYER VENT (BLOCK)
5UILDING PAPER
- .•
Of
PIPE _�`WALL
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
I / NV t:
V IF zIP SHEATHINCs SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
I V K=L�M i V C
STUCCO SCRATCH COAT
E 1 GOAT OF PAINT W/BAC<-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
. A-r =r 11 1-, SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT -
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER "'I,
STUCCO WRAP
WOOD SHEATHING
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE
ENTERS SOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
7/16' ;ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
a WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD t 'VS' TEXTURED
CONSTRUCTIONFINISHa WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER a 1' O.G. MAX
8' CMU
�—Yo' TOYS' MID -WALL
� I WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH a MASONRY
DB HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER 01,
STUCCO WRAP
5T EF *'>
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
T= 1*3
711
WRB LAYER "I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
LAYER .- - R
5UILDING PAPER
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
METAL LATP
ELECTRICAL RECEPTACLE
#Hance
HnO 8 i noes Bring
2194 HWN AIA. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdfasigtigroup.com
Illka AA # 0003325
SUBDI'Y. & LOT:
CRE I�KSIDE
PHASE 2
LOT #119
PROJECT#
04321.201 119R1
MODEL:
4EBB
%828--CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305 of
mmmmmmmft
PRINT DATE: 02/ 18 21
SCALE: 1 /4"-1'-0'
SHEET
WA2
II OUR .'I
DRAINAGE PLANE CWR5
LAYER 01, STUCCO WRAfi
LURE) LAYER *12 (FORTIFIE)ER — — — — —
SUILDING RAf=ER)
METAL LATI4 x x x x
STUCCO
WOOD OR —1/16" ZIP WALL
5HEATHING
SELF—ADHESIVE FLA5a ING
2 1 /2 "
CORNER BEAD
CORNER BEAD
FASTENER 4 SPACING -S -1" O.G.)
Gl" IU
1/2" THICK, 2 GOAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0) BLOCK
gwod for Code
Ivompliance
pnivproal Engineering
,,,c._... Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT#
04321.201 119R1
MODEL•
4EBB
"1828--CALI"
GARAGE SVfM 3:
LEFT
PAGE:
—WALL
ASSIPJN4BLY
DE'rAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
rscaar a DATE 02 18 21
SCALE: 1 /4"=1' - 0"
�Z)tf�41ly
s
i.
E
7.
e_
\ \
\
I \
!
T- - --� 2x& SUB -SAND
W/1 "x4" NOTCH a
a
Y
END, WRAPPED IN
PEEL 4 STICK
METAL FASCIA WRAP!
" DRIP EDGE
i
TEXTURED i �1
FINISH a WOOD I
2X6 SUB BAND =
1/2" TEXTURED
; FINISH a CMU �\
.
oZ� I 11
° METAL FASCIA
WRAP Yell FROM
f=L AN
I STUCCO, V FROM
°V
—_� I WOOD WALL 1�
a47
EXTERIOR WALL
(FRAME OR CMU)
o
—A-
N, NOTE: NOTCH FOR 2X6 1
�
ROOF KICK OUT REMOVED
N, SUB BAND ONLY
FOR CLARITY
ROOF DECK (BEYOND)
\�\
\ DRIP EDGE, 1" OFF WALL
NOT INTO STUCCO)
\
\� I
1-1/8" TEXTURED FINISH a
I WOOD, 1/2" TEXTURED
FINISH a CMU
2x& SUB -BAND W/1"x4" NOTCH a
.:,
END, WRAPPED IN PEEL
E STICK
EVAT
® I ®I
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND
2"
`
OFF WOOD WALL
1/5' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING
OR CMu
WRH LAYER01,
STUCCO WRAP (FRAME ONLY)
WRB LAYER °2, FORTIFISER
BUILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
j
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES _
PRE-ENG'D TRUSS TO BE GUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4 "x4' - m"
SCABBED TO TRUSS
W/126 NAILS 6
O.G. MAX.
2x SUB -BAND W/lY"x4"
_.j11____NOTCH a END
—METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL (E) WALL
SUB _ BAND_ DE'TA'[L, C) WALL
WK1C I ___ 0 UT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y¢" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%"x4" NOTCH a
END, WRAPPED IN -
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/V2"x4" NOTCH a
END, WRAPPED IN
PEEL � STIGK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
Reviewed for Code
Compliance
EB Universal Engineering
Sciences
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEI •
4EI3B
"1828 CALI"
GARAGE SWING:
LE II'T
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 21
DATE: 02 18
I SCALE: 1/4"=1'-0"
"
I
I
3'-4"
4
—
39,-8 ,
71-4"
'4' 12'4'
FOU;NDATION NOTES
17'4'
16'-0"
—
FM-12X12
1
10'-0"
'•v 10'-4"
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOPIOF FINISHED SLAB SHALL BE+4-0"
3. COLUMN, AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
4" CONC.
ao
OTHEFWISE,
X
SLAB
w
X I
4. REFERENCE ELEVATION +-0'-0' SEE SURVEY PLOT FOR NAVD.
04
ax
cv
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
Ow
J a
� I
TERMI S.'TR T T
E EA MEN SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
Li�
w
ESTABLISH�,CD BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
-31/2"
SERVI ES
6. PR VIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
LJI
I IL-il•_
PROVIDE 1/2" FELT PAPERAT THE JOINT.
—
FM-12X18
1
_•
EXTEND
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
•
�•1
SLAB 1 1/2"
DRAWINGS.
I
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
I
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.OINbICATES #5 BAR, OINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL
op
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE
•
I
v
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 901
HOOK' BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
;p
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN $ 54R DIAMETERS (#5 =
30", #6'=36"), AND REINFORCING SHALL BE CONTINUOUS.
71
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.
1
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
1
OTHERWISENOTED 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
ro
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE
I
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
T8P OF
SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI TYPE "M" OR"S"
`�
SLAB I
'
MORTAR ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
o
Co16.
WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER g OF SLAB SUPPORTED
M
I N
I
T-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
ILL
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
'
I
I
CODE,iI RESIDENTIAL, 7th EDITION
m
N
Lop
Co
�I
w
ao
4" CONC.
SLAB
070P
TOP OF
SLAB
v
3'-6"
N 7
co
v
I
IE
15'-8" v 6-0" 191_01,
-CHASE� p 1
o
T 1 ^
r
v
�CN
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1 4xW1.4OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNIER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
TE-1
8"
SEE PLAN
101,
s
_
(+)011-0"
FM-12xl2
12"
CONTINUOUS
12"
(2) #5's
_
FM-12x18
12"
CONTINUOUS
18"
-
(2) #5's
(+)0'-0"
FM-16x18
16"
CONTINUOUS
18"
(2) #5's
_
(+)o%0"
FMC-12x18
12"
CONTINUOUS
181.
(2) #5's
#5 1N CURB
VARIES
7-24x24
24"
1 27
2,
s
s
(-)0%4"
5 1/2"
17'-8"
2'-8'
3'-0" 5
-
Co
r
-1
IX
I
N N
U w
a
I
14 o
I I.
EXTEND-kFMj-12X18
2
SLAB 1 1/2SECURE
4'CONC.
STRAP T❑ A/C.SIMPS❑N WB
(
C❑NC. W/UNIT R❑LL STRAP ❑R
_NwSLAB
5 1/203
1/2" I
(2)-3/16'X2" EQUAL 2 EACH
I�TAP
I
C❑RNER ❑F
CONSUNIT
*71/2"
p
bo
1 I
FMC-12X18 FM-12X18
FM
1.1 FM-12X18 1.,
C0NC. SECURE STRAP TOC-12X18
C 4
4'-4"
21'
"
14'-0"
39' 8'
21
FOUNDATION PLAN
SCALE' 1/4" = V-0"
SLAB UNITS-W/ {(=) #8x1
1/4 SHT MTL
SCREWS
A/C CONNECTION
TO PAD DETAIL
R#yo@wod for code
GompNance
Universal Engineering
Sciences
2194 HW1 A LA SUITE 301
INDIAN HARBOUR BEACH.
FLOROA 32937
PH: 321-902-3591
www.abdesigngroup.com
AA # 0003325
%mom xa
ok,
I.
4401 120
I x
g,
��` L�..
1 �
\�\ �N
1 ��
I
�\
N�
vlk
1go
CREEKSID'E
PHASE 2
LOT' #119
PROJECT#
04321.201 119R1
)
MODEL
4EBB
4
"1828--CALI"
GARAGE STRING:
LEFT
Iu
PAGE:
k
FOUNDATION
;
PLAN
160 MPil EXP. C
ARCHITECT:
STATE OF FLORIDA
fEB222D'Z1
MICHAEL C. ANDERSON
AR NO 17305
DATNE: 02/18/21
SCALE: 1/4"=1'—O"
SHEET
Z
� STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
r SPACING REQUIREMENTS
0_ G
00
� J
V�i Z 8" CMU WALL
O io
0
co ° e _
e n
SLAB SCHEDULE
EXT.PORCH SLAB <L
4"CHAMFER (1-STORY)
W/ 1/2 ISOLATION ° 6" CHAMFER (2-STORY) _
JOINT (WHERE ••�
APPLICABLE) Z SEESCHEDULE
°
g FOR WxD, BAR SIZE
ii AND BAR QUANTITY
+: p 0 1
TOP— O-
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
301,
#6
36"
#7
42"
EXTERIOR MONO -FOOTING
SCALE' 3/4"=1 -0"
T. - Mil
30"
MIN. EACH WAY
MONOLITHIC FOOTING
G,.
Z
STEEL REINFORCING IN GROUTED
Q a CELL SEE PLAN FOR SIZE AND
°
} SPACING REQUIREMENTS
F +1I� GARAGE DOOR
m U m la .; =�- °. w RECESS
P
ca Ls°: FM Qj
p 8" CMU WALL J .. r . CORNER BARS, SAME SIZE AS LARGER BAR w W 8'
IN FOUNDATION WITH 30" LEG EACH IL O
�. — +_ p�_p .,y ? WAY AT ALL CHANGES IN DIRECTIONS co
TOP OF SLAB s �I el
SO THAT THE STEEL'REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
L7-
VARIES ' C4SEESLABSCHEDULE TOP OF GARAGE R. , . LL CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE �'01
EXT. PORCH SLAB R 1ST RY
4" CHAMFE 0� W/ 1/2" ISOLATION 6" CHAMFER (2 STORY)
JOINT(WHERE SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM'FOIJNDATIONS HAVING
APPLICABLE) Z FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY (e. 2 TO 3, PROVIDE 2 BARS), LINO
NUMBER OF BARS i
EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE
2 GARAGE SCALE:3/4"=V-0' 3 CORNER BARS DETAIL 4 DOOR OPENING
SCALE: 3/4"=1'-0"
AP TOP PLATE A MIN. OF 48 LAP TOP PLATE A MIN OF 49'
J CURB FOR
MASONRY
UNITS SET
AT ELEV:
0'-0"
A NAIL W/ 16d COMMON
..NAIL 2-ROWS, 4" O/C BTM,
VERIFY HEIGHT
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
LAP TO CCUR OVER STUD
OF WALL W/ PLAN
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
2x4 OR 2x6 D BEARING
PROVIDE BLO NG
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
uJ
WALL W/ SYP
WALL W/ SYP No 2 STUDS SEE
2" CAPPED
❑
j
I NEW REINF BAR
No 2 STUDS SEE PL S FOR
,(/�\
EADRy PLATE TO SLAB W/
PLANS FOR SPACING SINGLE
GALVANIZED PIPE
O
SECURED W/ 2-
SPACING: SINGLE BT PLATE
" 1/ x DGEANCHORW/2"
BTM. PLATE TO BE PT
W/FLANGE @ BASE
a
I EPDXY. MIN. EMBED
TO BE PT. PROVIDE DBL. OP
R SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE
T
SECURE BPLATE TO
J
8, UNO
"
PLATE
XY 5-112" EMBED. MIN. @ 16" OC
SLAB W/10d MASONRY
o
J
Q
FOLLOW ALL MANF.
�
NAIL 16" O/C STAGGERED.
S
SPECIFICATIONS FOR
SIMPSON SPH4 OR SPH6
ADDITIONAL METAL
USE AND
I
BTM AND TOP PLATE
CONNECTORS NOT
SECURE FLANGE TO
2
PREPARATION OF
ANCHORS W/ 10d x 1 112"
REQUIRED WHEN NO
SLAB Wl 4 1/4" X 2 1/4"
O
Z
HOLE:
COMMON NAILS FILL ALL
W
UPLIFT IS PRESENT.
HOLES, DO NOT USE 10d
w
w
TAPCONS
w
o
o }
x 3"
a
SEE SLAB SCHEDULE
0f
SEE SLAB SCHEDULE
BOLLARD
LAP P PLATE A MIN. OF48"
AND N W/ 16d COMMON
NAILS, 2- WS, 4" 0/C BTM.
LAP TO OC R OVER STUD
2x4 OR 2x6 WOO FARING —
WALL W/SYP No 2 UDS SEE
PLANS FOR SPACIN . INGLE
BTM. PLATE TO BE PT
PROVIDE DBL. TOP PLAT
SCALE: 3l4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOC G
RE B . PLATE TO
LA / d MASONRY NAIL
TAGGERED.
IONAL METAL
NECTORS NOT
QUIRED WHEN NO
UPLIFT IS PRESENT.
-SEE SLAB SCHEDULE
>B .Z' L ''d°
\ SEE SCHEDULE
FOR WxD,BAR SIZE
D BAR QUANTITY
INT IOR FOUNDATION OD WALL
9 SCALE: 3/4"=1'-0" (NO LIFT)
�-4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
ADDING BAR TO
6 MON LI HIC FOUNDATION
SCALE: 3/4"=V-0"
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
Q a
M 0
m
U
V J
IL
O o7 8" CMU W
o Z
M —
_ I a4 TOP OF SLAB
. ° SEE SLAB SCHEDULE
Z
Z — .n
"ISOLATED" COLUMN PAD
aa! CENTERED UNDER WALL AND
°O POURED MONOLITHICALLY WITH
° -- — FOUNDATION AND SLAB
d SEE SC
ULE
FOR WxD, BA SIZE
AND BAR QUAN TY
B'INED EXTERIO MONO-
0 TING AND COL. P
DP OF SLAB ° . a ° .A
EQ. EQ. SE\SCHULE
FOR AND
INTERIOR CURB FOUNDATION WOOD WA
SCALE: 3/4"=1'-9' (W/ U P L I
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
2X WALL FRAMING
1/2" DIA. SIMPSON STB2 BOLTS 5"
': MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16, O.C. VERTICALLY MAX
INTERIOR FRAME BRG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"=V-0"
)P OF SLAB
�.
4. °� a-�.. d- f
a
45 A
EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
8 INTERIOR CURB FOUNDATION WOOD WALL
SCALE3/4'=1'-0,' (NU UPLIFT)
Reviewed for Codc
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. a bd esi gngroup.coni
AA #: 0003325
S..s
j z mu
O
� � f
O I
f
S� 8e LOT:
CREEKSIDE
PHASE 2
LOT #119
]PROJECTIf
04321.201/119R1
MODEL:
4EBB
"1828--CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
L160 MPH EXP. C
max::
ARCHITECT -
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 18 21
DATE: /
SCALE: 1/4"=1'-0"
SHEET
S 1. 1 +u
DOWEL PLAN
SCALE: 1/4",= V_0"
Reviewed for Code
Compliance
CuUniversal Engineering
Sciences
\�\\�N\
T
SLJSDIV 8t LOT:
CRENKSIDE
PHASE 2
LOY # 119
PROJECT*
04321.201 /119R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWINGE:
LE FT
PAGE:
DOWEL
PLAN
,,160 MPH EXP. C00
Js _
ARCHFTECT
STATE OF FLORIDA
A411 �_
FE&2 2 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 18 21
DATE: /
SCALE: 1 /4"=1' - 0'
SHEET
I.2
ITIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
F VARIES PER ELEV.
A
-4
.4 4-
A-
4
L] a CLEAN OUT REQUIRED
0f FOR INSPECTION
m
co
10
co .-0011 FIN. FLR.
op-0
7'.
-A I ERT`tl'CAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
4
Z
UJ
0
c') CJ
BAR SIZE
48 BAR DIA.
#3
181,
#4
24"
#5
30"
#6
36"
1 #7 1
42" 1
HORIZONTALNERTICAL
REINFORCING
SCALE: 3/4"=l'-0"
ZT STEEL REINFORCING IN GROUTED
=L CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
Q.
Lu
C.)
va
00
Cl)
0 U) Z 8" CMU WALL
TOP OF SLAB
.4 TOP OF SLAB
A
A 01C 'd . :...
\—SEE SLAB SCHEDULE 4 qA A A
EXT. PORCH SLAB
W1 112" ISOLATION
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
JOINT (WHERE
APPLICABLE) Z
°
MATCH STEEL
6" PVC CHASE C14
THRU FOOTING I
REINFORCEMENT
PER SCHEDULE
z
2 > 4
- 0 A. 40N
(y)
A
A
6" PVC CHASE THRU FOOTING
MATCH STEEL
�—SEE SCHEDULE REINFORCEMENT
FOR WXD, BAR SIZE PER SCHEDULE
AND BAR QUANTITY PVC CHASE
(Di")
TING
: 3/4 1'= V-01,
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"_
#5 BARS
MED
C
CMU UNIT DIMENSIONS
;o ARE NOMINAL SIZES
MASONRY SYMBOLS
3 SCALE 3/4"=V-0"
i
Reviewed for Code
Complianc6
C" universal Engineering
Sciences
2194 HWY AIA. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-902-3591
www.abd6signgroup.com
�h AA #: 0003325 woo,
1111111
IINIII
I "T
rSXMX>IV. & LOT
CREEKSIDE
PHASE 2
LOT #119
PROJECT#
04321.201/119R1
MOIDEr.
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
,160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 2 2 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT ;
DATE: 02/18/21
SCALIM: 1/4"=10 - 01
SHEET
S1. 2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR.
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
BEAM SCHEDULE
RRRRRRM INDICATES OPENING BELOW / T.O.B. =
TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
fc (psi)
SIZE
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
B131
MASONRY
3000
8x8
(1) *5
—
N/A
GROUTED SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
81724 MIN.-lT/OM/lB
17'-4"
BTM. OF LINTEL @ T-0"
ABOVE FINISHED GARAGE SLAB
LIFT BEAM PLAN
SCALE: 1/4" = V-0"
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
BXMDIV. ec LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL:
4EBB
"1828--CALI"
GARAGE SWING:
L UT
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 222021
MICHAEL C. ANDERSON
AR NO 17305
02/18/21
SCALE: 1/4"=1'-0"
SHEET
S 2
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
�rT7Tj
30" TYPICAL
#5 BAR IN BOND BEAM —
CORNER
REINFORCING OF BOND BEAM
E
NOTES TO THE INSPECTOR/CONTRACTOR. TYP.B"x8"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 20 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
ICY PLACE STEEL HEIGHT.
�O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8"x16"
5. SHOULD
OF BOND BELE AONE) BEAM COINCIDE WITH A LINTEL THE BOTTOM M IS BOND BEAM
ISS OMITTED AND A LINTEL IS PLACED THE STEEL
COURSE AM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OF THE LINTEL. 8„
IN Z�Y� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
8x15 DBL. BOND TOP OF
BEAM W/ (1)#5 BAR BOND BEAM
EACH COURSE
8x8 BOND BEAM TOP OF ob
• W/ (1) #5 BARIREFERI.
BOND BEAM_
F Q F = FILLED W/ GROUT '
0 U = UNFILLED GROUT SOLID FROM ---
NOMINAL
LINTEL TO TOP OF BONOF OPENING
`VI/l # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.
WIDTH ��BEAM COURSE SEE NOTE 5
16-1 T/ 1 � n /O R 8x8 PRE -CAST CONCRE
1 Y 1 v LINTEL W/ (1) #5 BAR (L2MASONRY
�+O N pY
NOMINAL-�� LENGTH OF BAR = WIDT/ S F\
QQ HEIGHT #OF#5'S,TOP OPENING-2" BEAM DESIGNATION
0 BOND BEAM COURSE
IT IS THIS ENGINEER'S INTENT OR
THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRESCALE:, 3/4"=1'-0"
AND XFXX - 1T/OMIOB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TOPLAN FOR LOCATION
AND XUXX - 11/1MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED _
OF OPENING 410-
LINTEL
AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
i
PRECAST HEADER(MIN)
2x4 (MEN 2 X 3) DRIVE
P
PCCON OR DRIVE PIN (MIN
S K SIZE 145MIN HEAD
PRE -CAST
WINDOW
SILL
TYPICAL MASONRY WINDOW
CII I /'`nAICTDI I!'`TIl lAl
SIZE MIN EMBEDMENT 1
114") 18 FR EACH END AND
EMBEDMENT
2x6 ([41IN 2 X 3) 2-3/16 TAP
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"
EMBEDPoIENI
2x8 (MIN 2 X 3) 2.3/16
TAPCON OR DRIVE PIN (M
SHANK SIZE.145 MIN D
SIZE 300MIN EMBEDM
1/4") 8" FROM EACH END D
1l8' O.C. MAX. MIN 1-1/4"
EMBEDMENT
2X4 SOLID BLOCKING
ol SECURE TO SHEATHING Wl
MIN. 2-12d PER BILK. EA. END
7116" OSB SHEATHING
CMU WALL
ARCHWAY FRAMING DETAIL
SCALE 3/4"=V-0"
r
SINGLE #5 CORNER
BAR, 30X30 TURNED UP
OR TURNED DOWN INTO C
FILLED CELL
STEEL REINF. OF
BOND. BEAM
100
STEEL REINF. OF
BOND.BEAM
PROVIDE #5 BAR
AT EACH SIDE
Goor
FiH t
CHANGEIN
ELEVATION OF BOND BEAM
.� crrni l
Reviewed for
Compliano
tu Universal Engm
Sciences
2194 HWY ALA, SUITE 301
INDIAN HARBOUR BEACH..
FLORIDA 32937
PH:3'21802-3591
www.abd�tigngroup.com
AA # 0003325
SUBDIV. LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL:,
4iEBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
6'I
I
DETAILS
,i
51
n
v:I'Ie a- �'��'.
ARCHITECTS
STATE OF FLORIDA
A\1��
FEB'2 2 2W)
MICHAEL C. ANDERSON
AR NO 17305
PRINT 02 18 21
DATE• /
SCALE- 1 /4" V-10„
SHEET
S2. 1
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES _
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFEEILOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
&S-OB
16-1T/OB
1T/OB
1TroB
1T/OB
2-1T/OB
TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
1T
8116-1T
am-1T
&24.1T
WSAT
8/32-1T
8/8-1B
16-1T/1
lT/1B
1T/16
1T/1B
-lT/1B
618.2r
6/16sT
$r2o-zr
824-2T
er2s-2_r
OM2-2r
3'-6" PRECAST
1436
952
3114
4217
5321
8708 428
7531
3'-6" PRECAST
689
1024
3'$" PRECAST
ism
3524
4394Y
5263
6132
7001
2465
6113
6385
7
9031
10000
1569
3524
4394
5283
6132
7001
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
4'-0" PRECAST
514
763
4'-0' PRECAST
1363
3000
3815
4570
5325
6079
1961
6113
7192
857A
m7-
8751
1363
3000
3815
4570
5325
W79
41-6" PRECAST
819
533
1770
24M
3033
38M
43W
4'-8" PRECAST
398
591
4'-8" PRECAST
1207
2582
3375
4043
4711
5379
1625
5743
7547
6752
6541
7565
1207
27W
3375Y
4043
4711
5379
5'�" PRECAST
931
1247
1999
2560
3123
38M
4249
5'-4" PRECAST
411
411
5'�" PRECAST
1016
law2374
2944
3513
4084
1319
4400
7196
7342
5780
6259
1016
2276
28M
3399
3961
4084
5'-10" PRECAST
817
1024
1031
2090
2549
09
3036 0
3470
5'-10" PRECAST
340
339
5'-10" PRECAST
909
1499
1971
2443
2915
3387
1161
36M
5877
6
6548
5778
929
2080
2593
3107
3620
4133
8'-0" PRECAST
692
1139
3227
3031
3707
4383
5061
6'�$" PRECAST
410
721
6'-8' PRECAST
an1201
1578
19M
2332
2709
1139
3227
4598
7054
10WO
8825
835
1868
2329
2790
3251
3712
T-6" PRECAST
570
938
2498
2205
26M
3191
3685
7'-8" PRECAST
303
534
T-0" PRECAST
710
900
1161
1462
1743
2025
me
2498
3408
4W4
7067
6472
727
1_ 1624
2025
2426
2827
3228
W- 4" PRECAST
428
633
1603
2204
2481
2818
ml
V-4w PRECAST
192
384
9'-4" PRECAST
464
586
_
767
948
1129
1310
039
1674
2298
3081
4099
4899
572
1318
1643_
1969
2164
2619
10$ " PRECAST
388
487
1247
1767
1904
2163
2028
10 -0 " PRECAST
151
301
101-B " PRECAST
350
_
468
612
756
899
1042
6W
1407
1897
2781
3222
3784
504
1180
--
1472
1763
1710
1989
11'-4" PRECAST
330
544
1312
1742
2252
2868
3830
11'-4" PRECAST
132
417
11'-4" PRECAST
430
4W
530
653
777
872
544
1312
1742
2252
2868
3552
466
-
1042
1372
1643
—
1470
1710
12'-0" PRECAST
308
507
1210
1596
2048
2588
3191
12'-0" PRECAST
111
370
12'-W PRECAST
�
�
476
587
698
783
607
1210
16N
2048
2506
3171
440
-
940
1300
1560
1314
1470
IT-4w PRECAST
270
433
1045
1365
1732
2157
2535
131-C PRECAST
82
298
131-4" PRECAST
3W
303
393
484
575
846
414
1045
1365
1732
2316
28M
398
780
_
-1057
1312
1071
1203
14'-0" PRECAST
254
388
978
1272
low1988
Zug279
14'-0" PRECAST
71
293
14'-0" PRECAST
278
3W
443
526
w9
�
978
1272
Iwo
1950
xi69
378
717
961
1192
975
1133
14'-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'$" PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
_
422
we
626
746
865
4M
1079
1429
1824
2277
2712
246
- 663
980
1237
1474
1715
164" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
15'-4" PRESTRESSED
N.R.
252
15'4" PRESTRESSED
224
387
574
684
793
412
1014
1340
1703
2118
2613
230
816
_'�
908
1134
1353
1572
1 Tom" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
1T44" PRESTRESSED
N.R.
183
"
174PRESTRESSED
187
328
385
451
587
880
300
8am1121
1413
1739
2047
192
506
720
501
1135
1312
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19,40 PRESTRESSED
N.R.
148
19'-4" PRESTRESSED
162
266
430
513
595
235
736
959
1200
1481
1716
166
-
623
803
950
1098
21'�" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21'-4" PRESTRESSED
N.R.
125
2114" PRESTRESSED
142
_429
219
306
381
454
527
180
598
W3
1038
1108
1468
142
373
W7
890
816
943
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0" PRESTRESSED
N.R.
116
-0"
22' PRESTRESSED
137
_
226
ego
359
428
497
165
550
784
992
1203
1301
137
358
-
513
659
779
900
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
24'-0" PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
300
418
120
450
654
824
1014
1147
124
1 319
465 -
681
887
793
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
AND CASTCRETE MAY 2015 EDITION.
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 19-0130.13
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY AlA. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUSDI & LOT:
CREEKSIDE
PHASE 2
LOT #119
PROJECT*
04321.201 119R1
MODEL:
4EBB
"1828--CALI"
GARAQE S WINCE:
LEFT
PACE:
SAFE, LOAD
TABLES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB222021
MICHAEL C. ANDERSON
AR NO 17305
DATE-. 02/18/21
SCALE: 1 /4"= V — 0"
SfffEo(/E/Ty .///may j/—A\�
Yam/ (:2� a 2 L �
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD`.
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL: TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'SREVIEWAND
APPROVAL:
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORD'S OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM U-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
REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN
THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE
ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS
WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.'
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
GIRDER/TRUSS
W/2X6 BOTTOM
CHORD
TRUSSES W/2X4
BOTTOM CHORD
2z4 SCAB NAILED TO DIAGONAL
END JACK �AJATRUSS BOTTOM BRACING/BOTTOM
CHORD W/MIN (4) 10d
CHORD BRACING
'PLICABLE NAILS FOR EACH
CHORD CONNECTION
DISSIMILAR BOTTOM CHORD BRACING ® ENI
nTgRTMTT.AR RnTTOM C:T40RD 13RACING ® MID RUN
co n
U U U
V Q
U J
FRAMING PLAN
SCALE: 1/4" = 1'-0"
Ln
�j
U
U U
i'
S
2
U
O
0
0
N
Reviewed for Code
Compliance
Universal Engineering
93 Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #:0003325
NNEW
W11
E,
0
SUBDIV. 8t
CREEKSIDE
PHAw')E 2
L07#119
PROJECT*
04321.2I01/119R1
MODEL:
4EBB
"1828-CALI"
u' A,RAGE SWING -
LE rT
PAGE:
FRAMING
PLAN
fs
I;
ARCHfTECT. �(
STATE OF FLORIDA <'
FEB 2 2"2021
MaiAEL C. ANDERSON
AR NO 17305
'A'4
PRINT 02 18;�
DATE -
SCALE: 1/40'=1'-01
SHEET
S 3
4
A41) SIMPSON HETA16 TRUSS ANCHOR WITH-
(9) 10d x 1 Z" NAILS TO TRUSS
B-(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)
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 ¢' 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.
1x2 SECURED W/10d
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM ------- :A
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT 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 TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT = UA 810 LBS, L:770LBS (1 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS,.L:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
TYPICAL RUSS/
SSS�GIRDERC ONNECTORp
SEAL
0
OUTER 1/3OF
SPAN ONLY
BTM. -
PLATE
DEPTH 1/4*D
—HOLE EDGE >518"
—HOLE DIAMETER
<2/5*D SGL. STUD
HOLE EDGE>5/8"
HOLE DIAMETER
< 3/5*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
ENGINEERED WOOD TRUS
E
PLYWOOD SHEATHING, SEE
@ 24" 0/C, SUBMIT SHOP
"ROOF/WALL/FLOOR
DRAWINGS FOR REVIEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
NOTE: A PT SYP #2 2" x 4",'
(9) 10d x 1 z" NAILS TO
6", 8" x 4'-0" MAYBE ADDED
GIRDER. PROVIDE 5"
W/ 10d NAILS, 2 ROWS, 3"
MINIMUM CONCRETE
O/C TO FACILITATE ONE
EMBEDMENT. USED IN
ADDITIONAL PLY MAX. TO
CONJUNCTION WITH
ACCOMMODATE, GIRDER
HEAVY UPLIFT
TIEDOWN REQUIREMENTS.
CONNECTOR
A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) e" x 5" TITEN HD TO CMU AND (12) SIDS
Q" x 2 J TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) -1" x 5" TITEN HID TO CMU AND (18) SIDS x
1x2, 2x WOOD FASCIA
3" TO GIRDER
SEE ARCHITECT URAL
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
2x SECURED WI16d
GALV. COMMON NAILS.
(2) �' x 5"TITEN HD TO CMU AND (18) SDS 4" x Y
1x2 SECURED W/ 10d
MASONRY
BOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS
BEAM
ENSURE THAT CELLS ARE GROUTED
12" O/C
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.)
PICAL ROOF
:2a)S(DGIRDER CONNECTORS) SCALE:3/4"=V-0"
6'-0" MAX (W/1X4)
OR 10'-0" MAX (W/2X4)
11
# 1100 UPLIFT SIMPSON
HTSM20 W/10 10d TO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ONi
OPPOSITE FACES OF
BLOCK WALL W/10 10dTO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
7-.
— PRE-ENG TRUSS
CONTINUOUS BOND BEAM
�- TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
3 SCALE: 3/4„_V-9'
1x4 DIAGONAL
BTM. CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
1x4 BTM. CHORD BRACING 6-0"O/C —END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BRACING
(2) 2X4 No.2 SYP DIAL.
2x4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA.
TRUSSES WHERE
TRUSS (DIAG. BRACE TO
X-BRACING IS PRESENT AT
COVER 5 TRUSSES)
4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE
SEAMS)
30'-l" TO 60'-0 (3) "X" BRACE
SECURE 2x8 PT. PLATE
(1) ')CBRACE @ CENTER
TO BILK W/ 1/2" DIA.
(2) ")C'BRACE DIVIDED EQUALLY
ANCHOR BOLT W/ 2"
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.L PLATE W/ 12d's 8"
STIFFBACK (AS PER
O.C. MAX
TRUSS ENG)
—CONT. 2x4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
10'-0" O.C. MAX.
SEE SCHEDULE FOR •�
BOND BEAM REG.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE:
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
ALTERNATE MATERIALS
SCALE: 3/4"=V-0" illuva Reviewed for Code
Compliance
Universal Engineering
Srie�ces
2194 HWY AIA. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937 -
9 PH:321-H02-3591
W W W.abdesigngroup.com
AA #: 0003325
M
i
Z'
4"
J..
W
�vsnxv 8e LO`�n`h
a:•
CREEKSIDE
PHASE 2
LOT #119
'ROJECT#
04321.201/119RI v
IODEIZ
4EBB
"1828—CALI"
•ARAME S
LEFT s
AGE: t
DETAILS
's
J MPH F)i°
ARCAIVT F?x
STATE OF FLORV� A '
FEB 2 2 Yuri
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 02 18 21
SCALE: 1/4"=1'-0"
SEMET
n" izCtY" �FP.ia
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 2XG PT. PLATE TO BLK
W/ 1/2" DIA ANCHOR BOLT W/ 2"
WASHERS T IN HIGH
STRENGTH EPO> Y 6' MIN.
G EMBED. 2" O MAX
SECURE BLE O 2x8 P.T
PLATE WI 12d's 8" O.C.MAX
0
CONC.POURED
LINTEL COURSE
PRE-ENG'D WOOD
TRUSS (TYP) @ 24" O.C.
MAX
FOR STRAPPING
VERIFY
Wit TRUSS PLAN
CONT. 2x4 SECURED W/ (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"=1'-U'
2194 HWY A1A. SUITE 301
x` INDIAN HARBOUR BEACH.
FLORIDA 32937
ra PH:321-802-3591
www, a b d es i g ngro u p. com
AA #: 0003325
4
�6 4
I
Y
4�
fi
M1
fy°
Yy
"I
r e
I
l�t
I � �
" oSLTBDIV. 8e LOT:
' CREEKSIDE
PHASE 2
LOT #119
w :PROJECT# m
04321.201/I19P-i1
MODEL:
4EBB
` "1828--CALI"
SWING:
L� ET
H.W
PAGE:
DETAILS
d,50 MPH EXP. C
,
ARC:HFECT
STATE OF FLORIDA
t
u.
FEB222031
MICHAEL C. ANDERSON
AR NO 17305'''
� r/�P1�INT
I� DATE: 02/18/21
SCALE:1/4"-1'-0
ftwowad for Code
U9mpllance SI EET
univefeal
11 S3. I B
2x4 BLOCKING BETWEEN TRUSSES
(2) 2X4 No.2 SYP DIAL.
WHERE X-BRACING IS PRESENT AT
BRACE W/ (3) 12d @ EA.
41.0" O.C. (AT SHEATHING SEAMS)
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
U-0" TO 30 -0" (1) "X" BRACE
30'-1" TO 60'-0 (3) "1 BRACE
PRE-ENG GABLE TRUSS
(1) "X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
STIFFBACK AT ALL 2x SUB -BAND
FROM CENTER TO END.
UPRIGHTS OVER,4-10" HIGH
sa
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
G
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP, TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO
1x2, 2x WOOD FASCIATZENGINEERED
ONNECTION PER
SEE ARCHITECTURALUSS
MFG.
2x SECURED W/ (3)16d
WOOD
GALV. COMMON NAILS.
24' 0/C,
1x2 SECURED W/ 10dP'DRAWINGS
GALV. COMMON NAILS
'CONT 2x4'. RAT RUN
12" OOVAL
SECURED W/ (2)12d's @
MASONRY BOND BEAMEACH
TRUSS
SEE SCHEDULE
GABLE END PRE —EN TRUSS
W/ HIP RETURN SCALE:3/4"=1'-0"
3�K
I
I
t
VTCR SPACING (1) AT EACH END
V CR - AND ill O.C. MAX.
I
E VIEW
PRE—ENGINEERED
VALLEY TRUSS CONNECTION
2 SCALE:. N.T.S.
o '
o
m
`1
2194 HWY AIA. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 3214R02-3591
www.abd esi gngroup.coni
); AA #. 0003325
m. E
_J
Al
I
an
N
J
\ v
40\\
{{
\\
CQ
i
Cal
xJ
/d
d.
k
ww
STTBDIV. 8e LOT:'
CREEKSIDE
PHASE 2
LOT #119
04321.201/119R1
MODEL
t 4EBB
"1828--CALI"
f'C' ARAGE SWING:
r'
LEFT
1160
AGE: 4
DETAILS
MPH EXP. C
M)
` ARCHITECT
STATE OF FLORIDA
-DEB 2 2 202 �
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 02 18 21
Reviewed for Code SCALE: 1 /4"=1' — 0'
Compliance .
Universal Engineering SHEET
Sciences
S:3.IC
,..'..I- - END
HIP ROOF
ROOF WIND P DESIGN N , S FIRM
NET (GROSS) ASCE 7-16
ZONE 1 = 23.79 PSP 33.79
ZONE2 = 39.48 PSF 49.48
ZONE 3 = 67.16 PS (77.16)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
WIND EXPOSURE: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT+- OA8
,A"
ROOF DIAPHRAGM ROOF/ WALL/ FLOOR
FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING
EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN.
19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD SHEATHING
ROOF SHEATHING INGTO SEEDETAIL,FASTENER SCHEDULE
ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W! IN 4' OF
GABLE END: NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
10d
RING SHANK,
2112"
0,131
F1667
SCREW SHANK
170,000
RING
(16-20 RINGS
RSRS-03
8d
RING SHANK,
2 3/8"
0.113
F1667
SCREW SHANK
PER INCH)
RSRS-01
8d
RING SHANK
PNEUMATIC
2 3/8"
0.113
F1667
SCREW -NAILS
RSRS-01
RAFTER OR
EXTERIOR SHEATHING z
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 Sd RING SHANK GUN NAILS 4" O.C. TOP & j
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT m
INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH
V
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
ROOF SHEATHING ATTACHEMENT SPACING NOTE GABLES -DROP GABLE END & (1) ADDT DROPPED
ZONE 1: 10d NAILS @ 4' O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
ZONE 2e, 2n,2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
a
1n
J
zw
Z V'
UU
YUa
q U
= O
Ln
0
z
Ix
a
CO
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES Ua
J_
Q
CIOd RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT'
TABLE FOR FIELD SPACING
TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
an�r1l nNvto
Lu
0
o ELI #8 2" DECK SCREWS @'6%8" O-C. MAX @
cl EDGES & 12" O.C- MAX IN FIELD. UNTyREADED
Y SHANK TO EXTEND BEYOND THICKNESS OF
L O SUB -FLOOR SHEATHING
TYP. 3A" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENE
;
NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM 033/033M MAXIMUM AGGREGArE SIZE °SIIALL BE 3/4
STRUCTURAL
DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARC
ITEgTURAL, MECHANICAL, ELECTRICAL, PLUMBINGAND.SITE DRAWINGS CONSULT
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
_WOOD:
ARC
ITE TURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF
ON STRUCTURAL
G L DRAWINGS. APPLICABLE BUILDING CODE STANDARDS DARDS: FBC-R202 7 0 th EDITION
ALL EXPOSED E
EDGES OF CONCRETEARE TO BE CHAMFERED 314". i
ACI
18-14� BUILDING C �
ODE REQUIREMENTS
Q S
'
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
FOR
STRUCTURAL CONCRETE, TMS 40EMBE16 AISI SPECIFICATION FOR THE DESIGN
PROVIDE 6-MIL
M L CONTINUOUS VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
CRIPPLERS, SILLS ETC. SHALL BE SOUTHERN PINE N0.2 -
OR BETTER Fb - 1100 PSI AND A MODULUS OF
COLD
-FORMED STEEL STRUCTURAL MEMBERS 2016,ASCE 7-16 AND AISC SPECIFICATIONS
IO
DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE..
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
ALL
DETAI LS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORM -WORK:
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: DISODIUM
SHALL
EXCEPT
BE nONSTRUED TO APPLY. TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
HERE A DIFFERENT
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
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
DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED 1N ACCORDANCE WITH ACI 347 LATEST
DOT OR MORE. NAILS SPIKE BOLTS USED
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
ALL
DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD DO: NOT SCALE THE
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN %" OF. HEARTWOOD.
DRAWINGS.
TOT
FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
E ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
EXCLUSIONS FROM THESE PLMS: ',
MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS.
OFT
E W
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.D�PENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
THE
3TRUCTUREISDESIGNEDTOBESELFSUPPORTINGANDSTABLEAFTERTHE.BUILDING
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS..
SYP #2.
C
MPLE IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES
S
SEQ
ENE RS INSURE SAFETY THE BUILDING S COMPONENTS
WELDED
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
DURI
TI C ADDITAND ION
G.E ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
WIRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES..
TEM
IORARY BRACING, GUYS OR TIE -DOWNS.
'
WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
ACI TYPICAL DETAILS.
WOOD TRUSSES
MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL
THE
C ONT ACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
BE SUPPORTED WTH 2" CHAIRS SPACED S-0" OC, EACH WAY.
TO BE DESIGNED AND. FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
REQUIRE
ENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION, LOADS.
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY APROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
DON
S ALE DRAWINGS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
-
70 WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND,
REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
CONNECTOR, PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL
DESIGN
LOADS:
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
.MEETING THE REQUIREMENTS OF ASTM A446/A446M,GRADEA, AND SHALL BE HOT -DIPPED GALVANIZED.
W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
ROOR
LIVE LOAD FLOOR: LIVE LOAD 40
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION"
psf
20 psf TOP CHORD -non -concurrent
REVIEW..
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
10 psf BTM CHORD -non-concurrent
TYP MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36"
WOOD TRUSSES.
DEADLOAD
#5 BAR - 30' #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO. EACH BEAM REBAR SEE DETAILS
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS
DEAD LOAD
FOR ADDITIONAL INFORMATION,
WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
I 15 psf TOP CHORD 20 psf TOP CHORD
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSUASCE 7 88: 1990.
(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE)
10 psf BTM CHORD 5 BTM CHORD
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL THE TOP
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
psf
DEAD LOAD TO RESIST WND UPLIFT: 10psf
AT AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE H�IGHT OF: THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS
BALCONY LIVE LOAD 60 psf
P
WALL
AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE BE USED AS A BEARING
ASCE 7-18 FBC R
( ( 2020) EXPOSURE C, RISK II)
INTO INTERS FETING WALLS AND HOOK AT ENDS STAGGER SPLICES WHEREVER POSSI LE ',
US ERGUIDE
DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURERIS RESPONSIBLE FOR FINAL
IS RESPONSIBLE
LIVE
LOAD :UNINHABITABLE ATTIC WITHOUT STORAGE:10psf, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE:
0 sf HABITABLE ATTICS AND
p ATTICS SERVED WITH
H FIXED STAIRS: 30 sf, BALCONIES EX
P (EXTERIOR)
( )
D N
0 NOT CUT OR DISPLACE
LACE REINFORCING
CING STEEL TO ACCOMMODATE
MODATE THE IN i
E INSTALLATION 1
OF.EM EMBEDDED
B D�TEMS
A FFECTTHES TRUCTURA L BEARING AS CALLED
L ED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND
DECKS 40psf, sf GUARDS AND HANDRAILS: 200 sf GUARD IN -FILL
pILL COMPONENTS:
P � 50 sf PASSENGER
pSTRUCTUR
WITHOUT TH E APPROVAL OF THE ENGINEER.
AL ENGINEEROF RECORD PRIOR TO MANUFACTURE
RE OFTRUSSES.
S. THE TRUSS FABRICATOR
VEHICLE
GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40psf
MASONRY;
MASONRY CONSTRUCTION AND MATERIALS
PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER,
SHCPDRAWING
REVIEW:
SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY'
SHOP
DRAWINGS W11 BE REVIEWED. FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES)., AS PUBLISHED BY
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
OFT
E CONTRACT
T DOCUMENTS ONLY. T
I SHALL BE THE RESPONSIBILITY
ONSIBILITY OF THE
N E CONTRACTOR TO VERIFY
THE I
E MASONRY STANDARDS
NDARDS JOINT C
COMMITTEE.
CO
CONSTRUCTION SCHEDULE AND MAY CHANGE P
PREDICATED ON THE TRUSS AND GIRDER REACTIONS
COM
LIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC:
PROVIDED BY.THE TRUSS ENGINEER. I
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
ALL SHOP
DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR. TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER. WIND. UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16COMPONENT I
DRAW
NGSSUBMI. TIED WITHOUT REVIEW WILL BE RETURNED UNCHECKED: SHOP DRAWINGS FORM
RUNNING
ING BOND UNLESS OTHERWISE NOTED.. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
A
N
AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR !
OF RE
PRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITHALL
TRUSS TO TRUSS CONNECTIONS.
WITHOUT
THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTV 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
SPEC'IFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
I
WRITI
G BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF'.8"TO 10".. USE ONLY MECHANICAL VIBRATION
k
TO`CONSOLIDATE GROUT.
i
FOUNDATION/
SITE PREPARATION:
FOOTINGS
WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf,
p
.TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PR �
PROJECT. MORTAR .,HALL
E
I
EXCAVATIONSAND.
,.FOOTING
SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270i HORIZONTAL AND VERTICALTENDI'TJOINTS
MORTAR
MODIFIED
PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREATALL
SHALL BE 318" THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
rp
SOIL FOR
TERMITE PROTECTION.
CELLS TO BE FILLED.
THE OWNER
SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
FILL CMU CELLS SOLID WITH GROUT AT CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
SUCC
SSFLIL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE
REINFORCING.
GEO
ECHNICAL ENGINEER'S REQUIREMENTS
Q ENTS SHALL BE RE -COMPACTED AND RETESTED
S ED AT THE
CONT
ZACTQRS EXPENSE AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
MINIM
JM D SIGN BEARING CAPACITY AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL..
STRUCTURAL
BEM
DE BYTHE GEO-TECH. ENGINEER:
STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE
COh
C E:
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
CONE
ETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BEASTM
F
A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND NFSHAPES. STRUCTURAL TUBING SHALL BE ASTM
,500SI REGULAR WEIGHT FORFOOTINGS, AND SLAB -ON -GRADE
A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E ORIS, Fy =
000 SI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEHOP. CONCRETE -FILLED THE S
CONTRACTOR
SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
ANCHOR B
BOLTS AT THE COLUMN BASES SHALL BE ASTM BOLTS WITHDOUBLE-NUT
O LEVELING. ALL
L
CONCRETE
P CEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/-PRIOR TO THE ADDITION OF PLASTICIZER.
OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
r;r
h
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
CONCRETE
SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING,
ETC. C
NCREYETICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL
h`
WATER
IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINU f ES. IF FOR ANY REASON
-
°}
THERE IS
A DEYIN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE
ESPO SIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANYT
�
NON CO
PLIAIJ E WITH THE ABOVE
REOUIR
ED C014 CRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS
A.
FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
N",
B.
OR CONCRETE EXPOSED TO EARTH AND/OR WEATHER,
1-1/ " FOR#5 AND SMALLER
2FOR #6 AND LARGER
13
C.
OR CONCRETE NOT EXPOSED TO WEATHER
/4 FOR SLABS, WALLS AND JOISTS
112 FpR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS
%
FASTENER
SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION SIZE
TYPE SPACING REMARKS
APPLICATION
SIZE
TYPE SPACING
REMARKS
1a2 PT FURRING
MASONRY I CONE.C.
CASE HARDENED COIL
NAIL 1 1/2" LONG.
all O/C
-
GARAGE DOOR BUCK
1/4" DIA.
TAPCON MASONRY
1 1/2" EMBED, 4" END DIST.,
TO MASONRY/CONC.
NO WASHER
FASTENER
8 O/C
1 1/2" EDGE DIST..
SGD, AL. EXT DOORS
CASE HARDENED COIL
9" O/C
WINDOWIDOOR/ FASTENED
GARAGE DOOR BUCK
if2" DIAW/
ix PT, SEE NOTE 6
NAIL.1 1/2" LONG.
STAGGERED
INTO MASONRY/GONG.
TO MASONRYICONC.
WASHER
EXPANSION BOLT
24" O/C
4' EMBED., 4"END DIST.,
3" EDGE DIST
WINDOWBUCK
1x PT,. SEE NOTE
CASE HARDENED COIL
91,O/C
WINDOW,DOORiFASTENED
METAL STRAP TO
CONTACT I HIS.ENGINEER FOR SPACING
NAIL V2"LONG.
STAGGERED
INTO MASONRY/CONC
MASONRY/CONE
REQUIREMENTS
EXT. SWING DOOR
BUCK 2. PT, SEE NOTE 6
(2) 3/m,DIA
NO WASHER
"TAPCON" :
FASTNER
18" O/C
1 1/2 EMBED, 8' END
NON -BEARING WOOD
1R"°
EXPANSION
4" EMBED. 4" END
B
DIST 1 1/2 FDGE DIST.
WALL TO CONE. SLAB
W/ WASHER
BOLT
24 O/C
DIST.. EDGE DIST
2x PT WINDOW BUCK
0:138' PAF x 21/e" 9" OlC 4" END DIST. 1 1/2
PT TO STEEL COL., SEE
--- �'I
W/ WASHER STAGGERED EDGE DIST.
NOTE 8
NOTE8
1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING �UCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA.
3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4 PAF. SHALL BE HILTI X-ZF HEAW DUTY PINS OR EQUAL SAME DIAMETER ASSPECI FIED HEFIElN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER. REQUIREMENT OF THEN A OR THE SPACING DETAILED ABOVE
6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND
2x
MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
s,
�
1 �
41
r
I�
\�
III)
I `�
p
\%
I� i
1
j�
`N
L 13
5
4,7
�a �' 17L c
CREEKSIDTI�a
PHASE 2
LOT #119
FROJECT#
04321.201 119R1
Y
MODEL:
4EBB
"1828-CALI"
N
SVrMG:
LEFT
]PAGE:
DETAILS'
ISO M11H EKP C
IL,
�`
ARCHITECT:
STATE OF FLORIDA
FEB-2 I 2WA
1CHAEL C.ANDERSON
AR NO 17305
PRINT 02 18 21
DATE:
SCALE: 1/4 09=1,— 0
YP. EXT SHEATHING
Reviewed for Code
Compliance
Universal Engmeedng
91 Sciences
ti3,i y
S I
t
r
�.
��