HomeMy WebLinkAboutBuilding Plans14�30 C�UL_VER �DRIVF7 r 9 BAY,;
• STATE
OF FLORIDA
DESIGN
CRITERIA:
CERTIFIED BUILDING CONTRACTOR:
ywRmA BunDiNG CODE, msmwiAL
OTH EDITION (2017)
,ALL LOCAL AND STATE CODES
DR HORTON
HOMES
OCCUPANCY
— RESIDENTIAL, GROUP R3
1430
CULVER DRIVE NE
& CONSTRUCTION TYPE
- VI3
PALM
BAY, FL 32907
&MIN. INTERIOR FINISH
*BASIC WIND SPEED
- CLASS B
— Vult=160 MPH
TEL:
(321)
733-7092
Vasd=l?A MPH
FAX:
(321) 733-7972
*EXPOSURE
91—STORY RESIDENCE
- C
—
•2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
• STATE OF FLORIDA SQ.FT. CALCS
PROFESSIONAL ARCHITECT:
LIVIW_% Ilrba SQ. FT.
MICHAEL C. ANDERSON GARACe 432 SQ. FT.
ENTRY 38 SQ. FT.
AR No. 17305 LANAI 80 SQ. FT.
A.B. DESIGN GROUP, LLC TOTAL 2318 SQ. FT.
551 S. APOLLO BLVD., SUITE 202 AIG VOLUME 15204b CU. FT.
MELBOURNE, FLORIDA 32901
'Tel: (321) 802-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR` EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.L (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES' NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
,CONSTRUCTION BASED ON THE DRAWING SET.
Te4z- (321) 733,-7C,`v9'_2 (321) 733-7972
ABBREVIATIONS.
REVISIONS
DESCRIPTION
ABV.
ABOVE
LAV.
LAVATORY
DATE
01/08/18
510 SET ISSUED
A/C' AIR CONDITIONING LUM. LUMINOUS
ADJ. ADJUSTABLE M.C. MEDICINE CABINET
01/15/18
ALT.
AMP
ALTERNATE.I
AMPVIZAGE
MIR.
MIN.
MANUFACTF[RFR
MTNIMI FM
2011 F5C UPDATE
BOARD
M.T.
METALTHRFSHOLD
010/18
BIDSET RE -ISSUED
CL
CENTER LTNT,
MTD.
MOUNTED
CAB.
CABINET
MTL.
METAL
04/15/18
POOTINIG FEVISION PER M. 50LUES
CLG,
CIR.
CEILING
CLEAR
N.T.S.
O.C.
NOT TO SCALE
ON CENTER
PLAN MAINTENANCE
02/227I9
03/28AS
REVItED LINTEL SIZE AT FRONT ENTRY DOOR
CONC.
CPT.
CONCRETE
CARPET
PL
P.B.
PROPERTY LIM-,
PUSH BUTTON
04/24AS
ADDED ADDITIONAL RECEPTACLE IN GARAW PER WILL 15ATSON
d.T.
b.
CERAMIC TILE
DRYER
PH.
PLT.
PHONE
PLATE
04/24AS
REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE
6131'. DOUBLE PLYWD. I PLYWOOD
D.G.
DIA.
DUAL' , GLAZED
DIAMETER
Pit. 1
P.T.
PAIR
PRESSURE TREATED
06/12/19
ADDED LED LIG44TS 19 KITCHEN 4 BATHROOMS PER MAW, 50WES
DIM,
DIMENSION
R.
RISER
DISP.
DISPOSAL
RAD.
RADIUS
DP. DEEP R.A.G. I RETURN AIR GRILL
DR.
D.S.
pook
DOWNSPOUT
REF.
R,\4.
REFRIGERATOR
ROOM
DTL.
DETAIL
R.O.
I
ROUGH OPENING
D.W.
F, A.
DISHWASHER
EACH
S C
S.D.
SOLID CORE. EXT DR
SMOKE DETECTOR
ELEV.
ELEVATION
S.H-
SINGLE HUNG
EQ.
EQUAL
SHT.
SHEET
E. x H.
EXHAUST
SHTHG.
SHEATHING
EXT. EXTERIOR SHWR. SHOWER
F.G./FX.
FIXED GLASS
Sim.
SIMILAR
E.G. FUEL. GAS SL. SLIDING
FIN.
FINISH
SL. OF.
SLIDING CLASS
FLR. r
FLOOR
STD.
STANDARD
FLITOR.
F1 TJORESCENT
sws
SHEAR WALL
FR. DR.
FRENCHDOOR
SECTION
FTG.
FOOTING
TEMP.
TEMPERED GLASS
GA.
6AUGF.
THK.
THICK
GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB
G.F.I.
GROUND FAULT CIRCUIT
T.O.P.
TOP OF PLATE
INTERRUPTER T.O.S. TOP OF SLAB
6L.
GLASS
TYR
TYPICAL
GYP. BD.
GYPSUM BOARD
U.N.O.
UNLESS NOTT.D
H.B.
HOSE BIB
OTHERWISE
H.(.
HOLTj,OW (-,'ORI-.
V.P.
VAPOR PROOF
HDR.
HEADER
W.
WASHER
HOT. OR HT
HEIGHT
W1
WITH
INSUL.
INT.
INSULATION.
INTERIOR
WD_
WDW.
WOOD
WINDOW
W/H s WATER HEATER
W.1-
WROUGHT IRON
INDEX OF DRAWINGS
ARCHITECTURAL SHEET
PG
CS —COVER
SHEET
PG
GN—GENERAL
NOTES
FIG
AI —FLOOR
PLAN
PG
A2C—ELEVATION
C
PG
El —ELECTRICAL
PLAN
PG
Pl—PLUMBING
PLAN
PG
M1 —HVAC
PLAN
FIG
Dl—DETAILS
PG
D2—DETAILS
PIG
WAI—WALL
ASSEMBLY
DETAILS
PG
WA2—WALL
ASSEMBLY
DETAILS
FIG
WA3—WALL
ASSEMBLY
DETAILS
PG
WA4—WALL
ASSEMBLY
DETAILS
FIG
WA5—NOT
USED
PG
WA6—WALL
ASSEMBLY
DETAILS
STRUCTURAL SHEET
PG Sl—FOUNDATION PLAN
PG S1.1A—DETAILS
PIG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
PIG S3—FRAMING PLAN
PG S3.IA—DETAILS
PIG S3.1B—DETAILS
PIG S3.1C—DETAILS
PCB SNI —DETAILS
PG PA1 —PRODUCT APPROVALS
DESCRIPT10N
ZCV 2- - 0 otry
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC (p�
DESCRIPTION
i-ILL (X,
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
STLTIBDIV. ]LOT.
0
CREEKSIDE
LOT #51U-5
PROJECT#
N
04321.200/055RI
MODEL:
4EAB
1672—ARIA
'i"J
G;ARAGE SW3[NG:
rl
LEFT
Ir
1SAGE:
COVER
SHEET
160 MPH EXP.
�_mzlol
ARCHrrECT:
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
k1w AR �NO 1730�.M
0 Ramummaq
PRINT
DATE: 10/16/19
SCAT :1/4"-1'-0"
SHEET
c s
■
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017), ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTIION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANYz THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8"
LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6'
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
7.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8•
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 1(
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS 11
1. GARAGE DOOR
A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 1 `e
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED QE-A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4, AS PER SECTION R302,6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT,
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR EQUIVALENT,
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"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
AGRICULTURE AND CONSUMER SERVICES."
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I, ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PLUMBING
1. SANITARY
S LINES SHALL B F A E 0 CAST IRON R PVC
C (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH'/z' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903,
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE,
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-Cl063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl063 -11A AND R703.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERIOR CEILINGS '
1, EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLE [) PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS;!
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES I 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 BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
FILE Cop,
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE,FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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4
pp
4
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SUHDIV. 8e LOT:
CREEKSIDE
LOT #55
PROJEC'! #
04321.200%055R'
MODEL:
4EAB
"1672-ARIA"
GARAGE SITING:
LEFT
PAGE:
GENERAL
NOTES
160 MPH EXP. C,
ARCHITECT-
STATE OF FLORIDA
MAR 13 2020
WCHAEL C. ANDERSON
AR NO 17305 0
PRINT DATE 10 16 19
SCALE: 1/4"-1'-0"
SHEET
G N
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATAGORYr
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP °
ICE BARRIER
UNDERTLAYMENT
REQUIREDh
FLOOD
HAZARDS s
AIR
FREEZING
INDEX'
MEAN
ANUAL
TEMP'
SPEED
(MPH)
TOPOGRAPHIC
EFFECTS'
WEATHERING°
FROSt LINE
DEFT}
TERMITE
NA
160 C
NA
INEGLIGAIIBLE
I NA
I VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.SA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FBC R302,10.1 THROUGH FBC R302.10.5
C
l
DBL.
TOP
PLATE
cq
BAR DETAIL
ARCH DTL.
B SCALE: 1/2 = 1'-0'
v
GABLE ROOFS
? .n s €00o
,V ','M Y" <
a x
is
-
a
Wff
4�
a
HIM O=s
IW o' .a �: 30--
RGU E R3012(1)
COMPO"EnT AND CLA00140PRESSURE ,ACES
'AA,_A°
0
IEXTERIOR MASONRY
WALL BRG. HEIGHTS
10'-8' BRG,
SQ.FT.
CALC. S
LIVING
GARAGE
ENTRI'
LANAI
1166
432
38
80
5Q. Ft.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
2318
SQ, FT.
A/C VOLUME
15204.6
CU. FT.
COI+POW AHD LLCM OD LOADS
BASIC YMD EVOBUIE FOR 3 SE= WM
OPE> m
AND TYPE
80UARE
FOOTAGE
ZONE
180 WH WILD M10
REWIARiCS
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN.
12
5
30/-31
CRITERIA
8010 O.H.D.
56
5
32.5/-38D
16010 O.H.D.
112
5
30.9/-34.4
SOFFIT
N/A
5
31/0/-36.8
-6829/
IF
ROOF TILE
N/A
3
-582,3
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONMOL DATE WWI
FLOOR PLAN
SCALE: 1/4' = 1'-0'
NOTE:
-2-8 LOUV_ DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/5' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE OF R-13.
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
■n■��0m
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
w
y
w
0
F
A
A
SUHDIV. 8e IAT:
CREEKSIDE
LOT #55
PROJECT#
04321.200 055R1
MODEL•
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
FLOOR
PLAN
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
MAR 13 2020
MICHAEL C. ANDERSON
AR NO 17305
rssiar i- 10 16 19
DATE:
SCALE: 1/4"=1'-0"
SHEET
L�,
Planning & Development Services Department
Building & Regulations ':Division
Product Review Affidavit
FL It or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
Manufacturer
Glass Description
Method of Attachment
Building Design
Product Design
APPROVAL REVISION
DATE
Pressure
Pressure
1/4" concrete screw 6' edge (distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @head and jamb.
FL5891.2
R6
12/31/2021
Swing door
Smooth Star
Therma-Tru
N/A
Min. embedment of all anchors to be 1 1/4"
(+36) / (47)
(+67) / (-67)
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb;
16" @ head. 1 114" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6"
max. from comers, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two
additionaltapcons midspan and one at lower frame required vertically each side.
FL16103.1
R13
4/30/202d
SH Window
Ply Gem 1500
Ply Gem
Non Impact
Install per manufacturers recommended requirements.
(+38) / (-48)
(+50) / (-50)
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6' max. from corners, 14" o/c atjamb, 10"
@ head. 1 114" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6"
max. from corners, 8 1/2' o/c at jamb, 6" @ head. 1 1/4" embedment. Eight
additional tapcons top and bottom required horitontally, one midspan vertically each
FL16100.1
R6
6/30/2020
Vertical Mullion
Ply Gem 1500
Ply Gem
Non Impact
side. Install per manufacture :srecommended requirements.
N/A
N/A
I
I
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners,14" o/c atjamb, 16"
@ head / sill. 1 1/4" embedment. Type ll: 3/16" or 1/4" ITW concrete tapcon anchor.
6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head/ sill. 1. 1/4" embedment.
Five additional tapconsitop and bottom required horitontally,two midspan vertically
FL16104.2
R5
11/30/2022
Fixed Window
Ply Gem 1500
Ply Gem
Non Impact
each side. Install per manufacturers recommended requirements.
(+38) / (-48)
(+55) / (-55)
1/4" concrete tapcon anchor.2 1/2" minimum edge distance. 6" max o/c from corners
Builders Series 4780 w/
and 20 3/4" max o/c elsewhere top, vertically and bottom. 2 112" min embedment.
FL14634.1
R4
12/31/202Z
Sliding Glass Door
Ply Gem
Non Impact
(+33) / (-41)
(+50) / (-50)
Sill Riser
�
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline to bucking. Fastener spacing ,.@ 15' o/c max. @ head and jamb.
FL20461.17
R4
12/31/2021
Opaque single
Smooth Star
Therma-Tru
N/A -
Min. embedment of all anchors to be 11/4"
(+36) / (47)
(+47) / (-47)
door with transom
Double Garage
3/8' x 2-3 4" Hilti sleeve anc
/ hors 6" from ends 22" 0 C
J
FL16107.3
R10
12/31/2020
Door
16.2x7 73 W6
Clopay
N/A
(+29 )/ (-3S)
(+36) / (-42)
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge; with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4' into boards. Use.4 nails per
shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 112"
FL7006.1
R10
12/31/2020
Roof
IKO Cambridge
N/A
above each cutout. Drive nails straight so that nail head is flush with, but not cutting
(+36) / (-47)
N/A
into shingle surface.
Miami -Dade approved corroslionrrisistant tin caps and 12 ga. 1 1/4' annular ring
FL15216.1
R6,
12/31/2020
Underlayment
Rhino U-20
Interweb
N/A
shank nails spaced ,..
aced 6"O.C. at all laps and three staggard rows fastened 12" O.C.in the
'r
N q
/
(117)
(PENDING APPROVAL)
field.
Position Vent Flange beneath loosened shingles aligned w/ deck opening. Apply ASTM
D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent
flange at both the inside and outside perimeter and to continuously surround and seal
the flange. Slide the toff and side flanges of the vent underneath the shingles and
allow the bottom flange to lie on top of the shingles. Attach the vent with galvanized
or stainless steel roofing nails having. a min 12 ga shank, min 3/8" diameter head and
sufficient length to penetrate through the sheathing (ring shank nails shall be used in
OFF -RIDGE VENT WITH
the HVHZ). Nails shall be located 1" from the edge of the flange and 8"O.C. along all
FL16918.3
R2
9/9/2026
Off Ridge Vent
TAMCO
N/A
four sides of the vent. All exposed fasteners shall be sealed with roofing
N/A
N/A
BAFFLE
cement/mastic. all loosened shingles shall be adheared down with roof
-
cement/mastic. Refer to and follow ALL Manufacturers. installation instructions. AOR
is not responsible for Errors, Omssions or interpritations of this Installation Method.
Apply Rooting Sealant on all seams inside the Roof Collar. Apply Roofing Sealant
along all (4) sides of the bottom of the Vent Flashing. Install in location under
shingles to roof deck. Fasten Base Flang to Decking using 1 1/4" Ring Shank Nails.
Fasten Base Flange w/(1) nail ea corner @1' from edge. Fasten each Side of Base
Flange using (3) nailes spaced nominal .S" apart and 1" from edge. Fasten Top and
Roof Vent
Bottom using (3) nails spaced a nominal 5" apart and 1" from edge for a total of 22
FL3792.4
R11
8/16/2021
(alternate)
770-D
Lomanaco
N/A
nails. Seal all seams and nail',heads and loose shingles. Refer to and follow ALL
N/A
N/A
Manufacturers installation instructions. AOR is not responsible for Errors, Omssions
or interpritations of this, Installation Method. AOR is not responsible for Errors,
Omssions or misinterpretations of this Installation Method.
FL24161.1
NONE
12/31/2020
Soffit
Varifonn soffits
PlyGem
N/A
FL24161.1
(+31.6) /(-38.8)
(+77.0)/(-73,6)
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
Hurricane Panels
Hurricane Storm
concrete / masonry, 2 112' min. edge distance, 12" o/c max. spacing. Can be headed
FL36293.1
R2
12/31/2019
Less than 6' span
24 GAGE
panel MFG.
N/A
screw or all thread but with wing nuts.
N/A
+ or- 20p.s.f.
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in "
Hurricane Panels
Hurricane Storm
concrete / masonry, 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed
FL16293.1
R2
12/31/2019
-.
6' span or more
24 GAGE
panel MFG,
N/A
screw or all thread but with win nuts. -
$
N/A
'+ or - 20 p.s.f.
Install per manufacturers recommended requirements..
FL19147.1
R4
6/27/2020
Zip system
Wall Sheathing
Huber
N/A
N/A
N/A
Sheathing
FILE COPY
CONTROL DATE 33.20
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ARCHITECT:
STATE OF FLORIDA
MAR 13 2020 ,r
i
MICHAEL C. ANbb SON
AR NO 17305
PRINT�4 a'
DATE: 3/9/20
SCALE: 1/4"=1'-0"
SHEET
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ROOF
FOAM DRAIN
TILES
-�4" FRIEZE
BAND
oO -8" BRG. HGT.
litDECORATIVE
SPUTTER
4" RAISED
FRONT 'ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103.4
OFF RIDGE VENT
1�6
0'-0" FIN. FLR.,
OFF RIDGE T
1�6
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114 = 1'-0'
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- — - -
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�LIEFT ELEVATION
8'-8" iBRG.
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SCALE: 114 = 1'-0" TEXTURED FINISH
OFF RIDGE VENT
OFF RIDGE VENT
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— — — — — — — — — — — — — — — — — _— — — — — -- — — — — — — — M — — — — — — — — — — — — — — —
R 'rHT ]ELEVATION
SCALE: li } = 1'-0" TEXTURED FINISH
SRC. HGT.
SRCs: NGt.
45
A
TYP.
- o0'-0' FIN. FLR:
MODEL 1672-ARIA
AREA OF ATTIC
= 2318 SQ. FT.
NET FREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED VENTILATION AREA
= 2318 /300
= 7.73 SQ. FT.
7.73
= 1112.64 SQ. IN.
MIN. REQUIRED VENTILATION IN
= AX 1112.64
UPPER PORTION OF ATTIC
= 445.056 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 138 SQ, IN. PER VENT(net free area)
TOTAL#OF VENTS REQUIRED
= 3.23
TOTAL#OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (netfree
area)
LINEAR FEETOFSOFFITREQUIREC
63.58
-8" SRC. HGT.
o0'-0" FIN. FLR.
I-IL.E GUP-,
551 S. APOLLO BLVD.,
SUITE 202
ELBOURNE, FLORIDA 3290J
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
'ra
t�
SCTBDT & ]T,
'j
CREEKSIDE
LOT #55
PROJECT#
04321.200 055R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
c
PAGE:
E�
ELEVATION "d
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C rrF
ARCHITECT
STATE OF FLORIDA
OCT 17 2919
MICHAEL C. ANDERSON
AR NO 17305
�
DATE: 10 16 19
:
SCALE: 1/4"=1'-0"
+j:0a) 14
A2 C
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ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
}—t
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
IIOV OUTLET
1/2 OF WILD
TO BWITCHITCH
GFI
110V OUTLET
D
INTER(EQUIPI
R (TAMOND ER
INTERUF'TER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE C2INECTION
UIP
EXT. I.LATERPROOF
GROUND FAULT
GFI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER
$' 4
SWITCH
4-WAY OPER.
t—%1
WALL MOUNTED
t�
LIGHT
CEILING LIGHT
LED CLG LIGHT
OO VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
WALL SCONCE
PRE -WIRED
VENT. FAN
I CFM PER SQ FT.
VENT. FAN
W/LIGHT
I CFM PER Sa FT.
VANITY LIGHT
FIXTURE
(SPEC'S TBD BY
BUILDER)
4'X2'
FLUORESCENT
WRAP
®
Allis
AROUND
(RECESSED)
FLUORESCENT
RES
2-BULB WRAP
®
LICsH7
AROUND
(SURPACE.MNT-)
T FLUORESCENT
*FLUORESCENT
4' TRACK LIGHT
®
PANEL
METER
IllBACK-UPIW
OSMOKE
DETECTOR
HARDWIRE
WALL MOUNTED
BATT. SACK-LLP
SD.
SMOKE DETECTOR
IL/ HARDWIRE
BATT. BACK-UP W/
S/GO
GARCON MONOXIDE
SMOKE DETECTOR
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
C4OMe0
OF NOT LESS THEN 4'
PROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
TELEPHONE JACK
WHhDISCONNECT
WATER HEATER
IGNITION SOURCE
TO BE ELEVATED
A/
AIR CONDITIONING
DISC2-NECT
TY
TELEVISION JAM
CEILING BOX REQUIRED
OJ-BOX
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRE
TO BE SUPPORTED IN
TOBE
CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24'INCANDESCENT
•4
LIGHT STRIP
nno
36' INCANDESCENT
LIGHT STRIP
nnnnnn��
0
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KP
KEYPAD
P.M.
PUSH-BUTTON
FOR CHIMES
�—�•
U85 PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF FBCR
6TH EDITION (29 11) 4 NEC 21012 2014 EDITION
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION 1`1115013 FBCR 6TH EDITION (20I1).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR 6TH ED (21l
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 67H ED (2011)-
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
FIZZ ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011 Ill EDITION R404.1
�F,-
COVERED
CEILING
LANAI
I
MTD. L IGHt
TO BE
INSTALLED,
PROVIDE
J-BOX FOR
/ PIPE -WIRED
OPT. FAN
/ GLG FAN
Wp
GFI
��--
-
—
6'-4'
OWNER'S
a
I
SUITE
�
0
LIVING
®
ROOM
PRE -WIRED
N, \
\
S/GO
//
//
A
b
CLG FAN
\\
/
� _PRE -WIRED—
/ CLG FAN Z
1 /
L HOOD WIRE W/ /
OUTLET FOR
FUTURE MICROIL
-. Q % \ GFI
s 00// I __ Pk SWITCH IN
— L
ytt.LC, \ ice__ y CABINET I �'
z KITCHEN
I \ I N I GREAT ROOM I
III �
l
— — , \ U
GFI / I
0
BATH 1 n
I
v / BDRM.#3
A/C
76 LAUN. /
I CLG FAN
I ICsFI C-F
I44' 64411`�I
� TU WH AF AFF. T l P.5. FOR I \
— j GARAGE / BATH # 2 �I
DOOR 1
CONDi BOLLARD
AS REQ. WALL MOUNTEDPr
ER
CODE LDCs. LIGHTW/SWITCH IN
L
ATTIC i
\ J L
KEYLESS I S/CO
FIXTURE FOYER
METER GFI
FIELD Z CLG. S.D. \
VERIFY 4
OUTLET i \\ BDRM j
LOG-
L IRRIGATION OHDOUTLET �Ply FOR
48' AFF� // �/ L•Y CHIMES
I�
1 GARAGE \\ 1
PRE -WIRED
WCLG FAN
I �
ENTRY/
1
ID U. U _ ELL
i
OPT.
COACH
LIGHT ----
ELECTRICAL PLAN
SCALE: 1/4' = I'-O'
WP Panel MAIN -A
PANEL: 8I16 Wp crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN, 150 Amp M C B
FEEDER. 3- #1 Cu THNM & 1- #6 Cu (G) in 1 112" C. OR 3- #210 AL THM & 1- 96 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
I Watts I
Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
120C
1
2
Space
#12
2
20
Irrigation Pump
1000
3
ispace
5
6
4680
NC C.U.-1
30
2
#10
Space
7
8
PANEL -A
PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -11ph MAIN: 150 Amp M L O.
FEEDER: 341 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/OAL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Micrar✓aye / Hood GFI
1800
3
4
#12
1
20
Small Appliance
150C
5
6
4500
Water Heater
25
2
910
# 12
1
20
Refngerator GFI
1500
7
8
# 12
#12
1
1
20
20
Dining Receptacles AFCI
Bath GFI Receptacles
1500
9
10
1200
Disposal GFI
26
1
#12
1200
11
12
1500
_
Dishwasher GFI
20
1
#12
#12
1
20
Foyer / Hall / Laundry AFCI
1200
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Great Room Lanai & Dining Lights AFC(
900
15 _
17
16
18
Space
1500
Washer GFI
20
1
#12
#14
1
15
SD & CIO AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Bed #2 & #3 / Bath #2 AFCI
12DO
21 _
_ 22
- 24
_ _ 1200
900
Garage Lts & Receptacles GFI
20
#12
Space
23
ets S
Ov✓nuite AFCI
15
_1
1
#14
Space
25
26
90D
Owners Bathroom AFCI
15
1
#14
Space
27
28
1000
Exterior Lights and Recpt. GFI
20
1
#12
Space
29
30
1000
Irrigation contrds only
20
1
#12
Space
31
32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 65%o
5120
39
41
40
42
Space
Space
Load subject to demand factor calculations lline
15400
27700
Load subject todemand factor calculations I line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand facto
43100
First 10000 watts at 100%
10000
Remaining ".atts at 40%
13240
Total AlC load
9800
101% for future growth
LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD
Total Connected Load Watts
33040
Total Amps{watts / 240 wltsj
137.7
I
LED LIGHTING LED LIGHTING
@ DOUBLE LAV. C SINGLE LAV.
OWNER'S BATH 6 BATH 02
150 AMP ELECTRICAL R15ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F$CR 6TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POUTER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POUTER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN
I-I/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
IIII ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
El-ECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3"2/0 CU, THWN + 1.6 GU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 4a OVERHANG.)
COMBINATION SERVICE SO AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
150A/1P
MCB
TELEPHONE SERVICE
ENTRANCE
EMIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6tH
EDITION (2011),
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
COPY
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8o LOT:
CREEKSIDE
LOT #55
PROJECT*
04321.200 055R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
60 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
0/a,v
OCT 1 7 2019
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 10 16 19
1 /4"=1' —1O-
SCALE:
SHEET
E1
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE cR
LOT #55
PROJECT#
04321.200 055RI
MODEL
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
j
PLUMBING
PLAN
M�
P
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
OCT 11 -
MICHAEL C. ANDERSON
AR NO 17505
PRI;T 9 16 19
DATE; / / _
SHEET
pI
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325 '
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CREEKSIDE
LOT #55
PROJECT#
04321.200 055R1
MODEL
4EAB
"1672-ARIA"
rKil
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� RAVwE SWING: c
t LEFT
PAGE:
�'
HVAC
PLAN
160 MPH ErMEWW
ARCHRECT:
STATE OF FLORIDA.
OCT 17 2019
of ,
PRINT DATE: 10 16 13
sCALE: 1 /4"=l'-0"
SHEET
PER
PLAN LR
e
1/2' DRYWALL
SECURE BT.
PLATE TO SLAB
W/ 10d MASONRY
NAIL + 32' O.G.
MAX
FIN. FLR
2X4 TOP PLATE
PRE-FAS TRUSS
2X4 WOOD
STUDS 624'
o.G-
SL A5
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN Iro' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O-C.
TYP. INT. WALL (NON—BRG.
SCALE: 3/4' =1' -O'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R9051I
ON i' O.S.B. SHEATHING
OR J' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
5/8' GYPSUM BI
OR 1/2' HIGH
STRENGTH CLG.
BOARD
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
STRUCTURAL
lx2 P.T. FURRING —
STRIPS ® 24' O.C.
8' CMU
1/2' GYP. WL. SD. -
WOOD SASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON 0.5.15. SHEATHING
OR CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
-REFERENCE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
ti W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION 905.1.1 - FOR ROOF
�5SLOPES 2.12 TO LESS THAN 4:12, A
�1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
SCALE: 3/4' =1' -0'
IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER, (I) LAYER
UNDERLAYMENT IS PERMITTED BU'r
MUST BE PER ASTM D226 TYPE II,
ASTM D 406S TYPE IV, OR ASTM D
675l
\ CAULK AND SEAL
`GAS LNE
eV I k PVC SLEEVE FOR GAS LNE
a' chnJ
In GYP. ILL. BD.
UJDOD SASE
2 GAS LINE THRU BLOCK
D 1 SCALE:
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON 1' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS /
VENTED SOFFIT J
PRE-ENG. GABLE TRUSS —
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 GOAT—v-
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR,
8' CMU
1/2' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALV. STEEL
l.^
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV.STEEL
APPROVAL REQ.
VERTICAL TRACK
BY MAUF.
FASTENED TO
TRACK BRACKETS
W/ PRODUCT
APPROVAL REQ.
CORNER BEAD
e' CMU SEE
STRJCTURAL FOR
REINFORCEMENT
2x6 P.T. LLD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa
SEALANT
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUFJ
OVERHEAD DOOR
BY OTHERS
s 1 GARAGE DOOR JAMBS
D1 SCALE: 1 1/2"=1'-0"
2x BLOCKING BETWEEN TRUSSES
PER STRUCTURAL DETAILS --\
STIFFBACK AT ALL UPRIGH
A PER STRUCTURAL DETAILS
I PRE-ENG WD.TRUSS
TYP.
o.H.
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR -
INSULATION R-VALUE5
i,PER ELEVATION
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
W WINDOW OPENING
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
ix2 P.T. FURRING
STRIPS 6 24' O.C.
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER "30 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON �c' O.S.B.
SHEATHING OR j' CDX
PLYWOOD SECURED PER
ID° FASTENER SCHEDULE
TYP. MTL. DRIP EDGE
o.N.
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
\_PRE-ENG. GABLE TRUSS
WEEP SCREED
\-2x P.T. SECURED PER
STRUCTURAL DETAILS
n TYP. WALL SECTION
NO OPENING
1—STORY GABLE BLOCK WALL
SCALE: 3/4' = I' -O'
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
CMU
FIN- FLR
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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SUBDIV. 8e LOT:
CREEKSIDE
LOT #55
1
PROJECT*
04321.200 055R1
MODEL:
4EAB
"1672—ARIA"
GARAGE S WING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 10 16 19
SCALE: 1 /4"=1' - 0"
SHEET
SECURE 2x6 MIN. TO BLK W/ (2)1¢1XDI A -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO
GARAGE DOOR WPR. IN JOINTS PRIOR TO FILLITIIG,;p-
JI
JI
E
'SECURE 2x4 ON -
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
YJ'XW A -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'X4 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK A CENTER OF
DOOR HEADER W/(UYJ'XB' J-BOLTS
4' EMBEDMENT W/ 2')mC2'XYs' WASHER
AND NUT.
I'J
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
1 BUCK ATTACHMENT
D BChLE. I!J'•I'-sa'
8' CMU
Yz' DRYWALL
1'X4" OR I'X2' P.T. NAILER
Ix4 P.T. OR 5/4°X4' MIN.
ElSECURE THRU FRAME 4
EXTEND 1-Y4' INTO BLOCK
❑ W/ 3/fb' TAPCONS
(MIN. SHANK SITE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Y4'
WITHIN 8' OF EACH END 4
W O.G. MAX SPACING
\`DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
AD
TO BLOCK +3/4 OR +5/4
A SCALE: N.TS.
2X4:
SECURE TO BLOCK W/ Nb
TAPCONS OR
(MIN. SHANK SIZE -145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING-
2X6:®
SECURE TO BLOCK W/2-3f6'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') —
WITHIN 8' OF EACH END 4
IS' O.C. MAX SPACING.
8' CMU
❑ )V DRYWALL
2X8: ® I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%' DOOR CASING
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4') ATTACH TO 2X PER
WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS.
18' O.G. MAX SPACING.
NOTE: SHIM, AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Am)
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +1-1 2"
B SCALE: N.T-S.
2X4=
SECURE TO BLOCK W/ 3if6'
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END
NOTE: STRUCTURAL 2X
18 O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6
SECURED THROUGH
SECURE TO BLOCK W/2-3/{6'
NON-STRUCTURAL 3f6'
TAPCONS
TAPCON MIN. I-Ya'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE .300
8' CMU
MIN. EMBEDMENT 141)
' DRYWALL
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
I'X4' OR 1"X2' P.T. NAILER
2X8:®
❑
SECURE TO (:5L.GCK W/2-3fb'
N6' O.SB- X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' O.G. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +1-15/1B"
WINDOW TO BLOCK +1-15 6"
C
SCALE: N.T.S.
2X4:®
SECURE TO BLOCK W/ 3%b'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X(otm
SECURED THROUGH
!
SECURE TO BLOCK W/2-34g,
NON-STRUCTURAL 3/fB'
TAPCONS
TAPGON MIN. 1-Y4
(MIN. SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN- EMBEDMENT I Y4')
8 GMU
WITHIN 8" OF EACH END 4
DRYWALL
18' O.C. MAX SPACING.
❑'
I'X4' OR I'X2' P.T. NAILER
2X8
SECURE TO BLOCK W/2-%'
DOOR CASING
TAPCONS
(MIN- SHANK SIZE .145
MIN- HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4')
ATTACH TO 2X PER
WITHIN 8" OF EACH ENp 4
MANUFACTURES DETAILS.
18' O.G. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
D SCALE: N.T.S.
2X4=
SECURE TO BLOCK Jul wb'
TAPCON5
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Ya')
WITHIN 8 OF EACH END
4 NOTE: STRUCTURAL 2X
18 O.G. MAX SPACING-
MUST BE ON OUTSIDE 4
2X6
SECURED THROUGH
SECURE TO BLOCK W/2-3/f6'TAPGON
NON-STRUCTURAL Ne l
TAPCONS
MIN. I-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300 8' CMU
MIN. EMBEDMENT 1 Y4') }�
18' O.G. MAX SPACING. ' DRYWALL
WITHIN 8' OF EACH END < I'X4' OR I'X2' P.T. NAILER
El
3/
SECURE TO BLOCK W/2-346'
TAPCONS DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
WITHIN 8" OF EACH END 4 ATTACH TO 2X PER
IVO.C. MAX SPACING. MANUFACTURES DETAILS.
MMai SHIM AS NEEDED TO MAJ IM JA 15 (DO NOT DCCEED X9
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +3"
E SCALE: N.T-S.
2X4=
�/
SECURE TO BLOCK W/ (I6'
TAPCONS
(MIN. SHANK 51ZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
18" O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-V
NON-STRUCTURAL 3/f6'
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. I-Y4"
.145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 )4')
8' CMU
WITHIN 8' OF EACH END 4
DRYWALL
18' O.G. MAX SPACING.4ATTACH
2X8:®I'X4'
OR 1'X2" P.T. NAILER
SECURE TO BLOCK W/22ND
2X SECURE TO
TAPCONS(MIN. SHANK
STRUCTURAL MEMBER
145
W/(2)12d WITHIN 8'OF EACH
MIN. HEAP SIZE 300END
4 6' TO 8' O.G. MAX
MIN- EMBEDMENt I Ya')DOOR
CASING
WITHIN 8" OF EACH ENDPOOR
JAMB OR WINDOW
18' O.G. MAX SPACING.
TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +T
rv_1 WINDOW TO BLOCK +3" _
SCALE: N.T.S.
2X4
SECURE TO BLOCK W/Y4'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE 4
18" O.G. MAX SPACING.
SECURED THROUGH
2X6:®
3/
NON-STRUCTURAL /I6"
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. 1-Y4'
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK.
.145
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y4')„
8' CMU
DRYWALL
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
1'X4' OR I'X2" P.T- NAILER
2X8
❑
SECURE TO BLOCK W/1-1/4'
}{6' O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
POOR CASING
MIN- HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
POOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
ATTACH TO 2X PER
113' O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE. SHIM AS NMPrP TO PLN O JAM (DO NOT EXCEEP V)
DOOR JAMB TO BLOCK +3-7/16'
WINDOW TO BLOCK +3-7/16"
G SCALE: N.T.S.
2X4:®
SECURE TO BLOCK W/Y4'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8 OF EACH END 4
NOTE: STRUCTURAL 2X
IS" O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X&am
SECURED THROUGH
SECURE TO BLOCK W/1-1/4'
NON-STRUCTURAL
TAPCONS
TAPCON MIN. I-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
8' CMU
WITHIN 8' OF EACH END 4
DRYWALL
18' O.G. MAX SPACING.
❑
1'X4' OR 1'X2' P.T. NAILER
2X8
SECURE TO BLOCK W/1-1/4'
' P.T. X 4' MIN.
TAPCONS
DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
TTACH TO 2X PER
18" O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
iul WINDOW TO BLOCK +3 3/4"
J ,
SCALE: N.T.S.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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0
F
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r4
r7
W
4
F
A
SXYBDIV. 8a LOT:
CREEKSIDE
LOT #55
PROJECT#
04321.200 055R1
MODEL
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 10 16 19
SCALE: 1/4"=1' — 0"
SHEET
D 2
OI. FOLD INWARD • FT. A
O1. FOLD INWARD • PT. A
7. CREASE • FT. B
F71
• ,
0
O
I. FOLD INWARD •
®
1. FOLD INWARD • PT. A
Pr. A
7. CREASE 4 PT. B
Z. CREASE • PT. B
3. CREASE • IT. C
B. CREASE • PT- C
4. FOLD PT. G OVER PT-
0 TILL PT. G TOUCHES
BOTTOM FLANGE
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
FELT LNDERLAYMENT
SHINGLE ROOFMG
DRIP EDGE: OVERLAP
EXTEND 1/2' BELOW
BHBATHMG, MECHANICALLY
FASTEN 4' O.O. MAX
BOTTOM --
FLANGE WATER TIGHT
SEAL. FOLD,2a
NQJ CUT.
THICK 3 COAT CEMENT
PLASTER (FRAME), 1J2' 7 COAT
==-El PLASTEF2 mrlU)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (FRAME ONLY)
WRB LAYER'(,
STUCCO WRAP (FRAME ONLY)
LAP LAYERS of BUILDING WRAP
OVER NAILMG FLANGE, STOP
) ABOVE
BwIR418sE ONLY)
FRAME OR CMU
EXTERIOR
wvfCni��l I [Y�FD
8x9 WALL FLASHING
Qa
KICK -OUT FLASHNG (SE
DETAIL)
FASCIA WRAP
�
KIC KO UT
DETAIL
WATER TIGHT SEAL (BEND OR
BOLDER DO NOT CUT)
ROOF
NOTE:
IF ZIP SHEATHIN3 SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
11116' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
WOOD SHEATHING OR CMU
WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER CEMENT (FRAME),
(CMU) GOAL LEGEND
METAL LATH (FRAME ONLY)
LAP WRB E TAPE OVER ORAINAGr= FLANE (LR5
ROOF/WALL SCREED
LA`'ER #1/ STUCCO WRAP)
5"X5l "L' TYPE CONTINUOUS LJR5 LX�f=-R *2 (FORTIF15rzR -
TAL FLASHING
(NAIL TO ROOF DECK, NOT BUILDING FAFER)
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL, 1 IETAL LATH X X X X
INSTALL WITH ROOF CEMENT
STUCCO
ROOF PER ELEVATIONS
r� )) L" FLASHING
N.T.S.
UJOOD SHEATHING / 77771
OR-111611 ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPEGS.)
5I=LF-ADHE51VE FLASHINCs — — — —
NOTE :
1 IETAL LATH: LATH TO BE I=ER SECTION
/ A57-1 C-B4i-0S/ 1"IIN. 2_5 LBS_
PER SCE. �rA4R (UTILIT)' OR NO1-IINA
LATH DOES NOT 1"«ET SPECIFICATI )COP'
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
116 AA #: 0003325
F
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0
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SUBDIV. & LOT:
CREEKSIDE
LOT #55
PROJECT#
04321.200 055R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWINCI.:
LEFT
PAGE:
WALL
ASSEMBLY
DETLE)XPMPJ.C
60 MPH
ARCHRECT:
STATE OF FLORIDA
o4v'__�
OCT 11 IN
MICHAEL C. ANDERSON
AR NO 17305
DATE: 10/16/19
SCALE: 1/4"
SHEET
Y
LEGEND
DRAINAGE PLANE (WRS
LATER #1, 5TU000 WRAP)
WRB LAVER #2 C1=ORTIFI5ER - - - - -
5UILDING PAPER)
METAL LATH x-x-x-x
STUCCO _ '1
WOOD SHEATHING
OR '1/16" ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPECS.)
5ELP-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-103,11 / ASTM C-041-09, MIN. 2.5 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEGIFICATIONS)
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING;
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT g
TOP d SIDES
9 DRYER VENT
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
/ NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
ELEC. 1" 1ETEF
VERIFY LO
AKt--A I V Kt= lm I Vm
STUCCO SCRATCH COAT
E 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
L
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
^t r-t 11--n" 7R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
I VPROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR 50X INSTALLATION
WR5 LAYER *1,
STUCCO WRAP
WOOD SHEATHI�
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA'
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDGE
APPLY E-Z 5EAD—
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
11/16' ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
METAL LATH
WOOD
CONSTRUGtION
;a��FINISH
1/S' TEXTUREp
a WOOp
I FASTEN TO WOOD STRUCTURAL
MEMBER a I' O.C. MAX
s' CMU
Ye' t0 X2' MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY 5EFORE APPLYING
r7771�TEXTUREp
FINISH a MASONRY
B HORIZONTAL WEEP SCREED
9
(FRAME
TO BLOCK
STF '*I
-
5T f #3
.o.o. o.o
o •O.O.O o
•O O•
o. .o
.o o.
o. .o
•O o•
o. o
o ,.
o. 1
0 0•
.o.o. o.o
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER *I,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING;
MEMBRANE FLASHING
APPLY SELF -ADHERING;
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WR5LAYER
0
APPLY 60 MIN -
GRADE "D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
Ia
STF #2
WRB LAYER *I, 0
STUCCO WRAP 1
t
SELF -ADHERING
MEMBRANE FLASHING 1
WRB LAYER *2, FORTIFI5ER
BUILDING, PAPER
ST F #4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
ST F #5 STEP #(o
ELECTRICAL RECEPTACLP
Fite C®py
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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PROJECT*
04321.200 055R1
MODEL
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
P`vl :PIAGE:
a
WALL
ASSEMBLY
DETAILS
L60 MPH EXP. Cl
ARCHrrECT.-
STATE OF FLORIDA
(Y��
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
PRINT 10 16 19
DATE: / /
SCALE: 1/4"=1'-0"
8HEET
LEGEND
DRAINAGE PLANE (UJRB
LAVER #1, STUCCO WRAP)
WRB LA,r ER #2 (FORTIFIBER — — — — —
5UILDING PAPER)
METAL LATH x x x x
STUCCO
WOOD eHEATHING
OR 7/16' XIP SHEATHING SY5TEM
l INSTALLED PER MANUF. 5PEG5.)
SELF-ADa4ESIVE FLASHING —
2 1/2"
- CORNER BEAD
(FASTENER 4 SPACING w 'l" O.G.)
1 /1 R CORNER BEAD
Cl" IU
%' TNICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0i) BLOCK
FILE COP
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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LOT #55
PROJECT#
04321.200 055R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHrFECT
STATE OF FLORIDA
0(1---
�CZ A i Its
MICHAEL C. ANDERSON
AR NO 17305
DRINvr
10/16/19
SCALE: 1/4"=1'-0"
SHEET
A3
0
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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4EAB
"1672-ARIA"
AGARAGE SWING:
LEFT
�1
FOUNDATION
PLAN
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ARCHITECT -
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
ASZ%T'PRINT
DATE: 10 16 13
DATE: / I _
SCALE: 1/4"=1'-O"
SHEET
s i
301,
MIN. EACH WAY
MONOLITHIC FOOTING
Z
Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED F
CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND
y i SPACING REQUIREMENTS I SPACING REQUIREMENTS r _ GARAGE DOOR
d ¢ ~ l U W �r I RECESS
w I I <
�� q FM ��
p 8" CMUIWALL CORNER BARS, SAME SIZE AS BAR w 8
Z 8" CMU WALL w =
O co — Z IN FOUNDATION WITH30"LEG EACH w
c) fl - I CHANGES IN DIRECTIONS N i � +- 0'-0' WAY AT ALL
,j + 0-0 TOP OF SLAB I - I SO THAT THE STEEL REINS IS CONTINUOUS
TOP OF SLAB
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
VARIES I (f LL N MASONRY
'� /'�
� SEE SLAB SCHEDULE
If ��
P
PORCH LAB EXTS -
h4" HAMPER 1 STORY
W/ 1 /2" ISOLATION f (2-STORY)
L
6" CHAMFER 2 STOR
JOINT (WHERE • •
APPLICABLE) Z SEE SCHEDULE
FOR WxD, BAR SIZE
'! <u AND BAR QUANTITY
a T
SEE SLAB SCHEDULE TOP OF GARAGE CONTINUOUS STEEL MONOLITHIC r UNITS SET
EXT. PORCH SLAB 4" CHAMFER (1-STORY) FOOTING REINFORCEMENT SEE SCHEDULE p 0AT0ELEV:
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT (WHERE • " • SEE SCHEDULE
APPLICABLE) Z WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD; BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
N
EXTERIOR MONO -FOOTING EXTERIOR MONO —FOOTING
MONOLITHIC FOUNDATION RECESS AROUND GARAGE
1 2 �a GARAGE SCALE:3/4"=r-o" 3 CORNER BARS DETAIL DOOR OPENING
j SCALE:3/4' 1'-0'
SCALE: 3/4"=V-0"
j LAP TOP PLATE A MIN. OF 48 LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON
VERIFY HEIGHT
NAILS, 2-ROWS, 4" O/C BTM. NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN
Lu 4 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP WALL W/ SYP No 2 STUDS SEE
2" CAPPED I NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PIT.
GALVANIZED W/FLANGE @ BASE a EPDXY. MIN.PE 00- t SECURED /EMBEDT TO BE SPACING. . PROVIDE DBL. TOP WASHER SET N HIGH1/2"x9" WEDGE STRENGTHRENGTH PROVIDE DBL. TOP PLATE - SECURE BT. PLATE TO
p I FOLLOW ALL MANF. PLATE OR SPTH6 BTM M EPDXY 5-1/2 EMBED. MIN: @ 16" OC NAIL SLA16" O/C STAGGERED.
SPECIFICATIONS
ADDITI
NAL METAL
o SECURE FLANGE TO H m „ I PREPARATION OF REQUIRED
Od x 1USP P1/24 COMMON NAILS REQU CONNRED WHENORS NO
c=!) USEAND AND TOP PLATE ANCHORS W/
FILL ALL HOLES, DO NOT USE
(4 v HOLE. cn
00
SLAB W/(4) 1/4" X 21/4" Z 10d x 3' w' UPLIFT IS PRESENT
TAPCONS uj �' SEE SLAB SCHEDULE SEE SLAB SCHEDULE
O 0 �.. ,
A-, Q
cr)TOP OF SLAB TOP OF SLAB
4" CHAMFER (I -STORY)
6„ CHAMFER (2-STORY)
_ a
A
•%AND
EQ. EQ, SEE SCHEDULE ' EQULE
FOR WXD, BAR SIZE SIZEADDING BAR TO AND BAR QUANTITYNTITY
MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL
1'
SCALE:3/4"=1'-0" SCALE:3/4"--0" (W/ UPLIFT) 8 SCALE:3/4"=1'-0" (NO UPLIFT)
s
LAPTOP PLATE'A MIN. OF 48" STEEL REINFORCING IN GROUTED
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS,'4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND
LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPADING REQUIREMENTS
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS BEE ¢ a
PLANS FOR SPACING. SINGLE
SECURE BT- PLATE TO H I
BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAIL Q w
PROVIDE DBL. TOP PLATE 00
16" O/C STAGGERED. Uco
F,
ADDITIONAL METAL nJ
CONNECTORS NOT CO)
REQUIRED WHEN NO
8" CMU
UPLIFT IS PRESENT. o Z POURED LINTEL CONT. (TYP.)
j co — +-.0'-0" 'e, 8" CMU FILLED CELL (TYP.)
TOP OF SLAB u
2X WALL FRAMING
SEE SLAB SCHEDULE '•
} SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5"
Z ? MINIMUM EMBEDMENT INTO
Ir
ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND
TOP OF SLAB CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX
~ m POURED MONOLITHICALLY WITH
a -- —
�' • , FOUNDATION AND SLAB
SEE SCH ULE
SEE SCHEDULE • • FOR WxD, BA SIZE
FOR WxD, BAR SIZE AND BAR QUAN TY
f, AND BAR QUANTITY
BINED EXTERIO MONO— INTERIOR FRAME BRG WALL TO
INTERIOR FOUNDATION WOOD WALL OOTING AND COL. P
BLOCK WALL CONNECTION `.
9 1 SCA :3/4"=V-0" 11
SCALE' 3/4"=V-0" (NO UPLIFT) SCALE: 3/4"=1'-0"
g
BAR SIZE
48 BAR DIA.
#3
118
#4
241,
#5
30"
#6
36"
#7
42"
551 S. APOLLO BLVD.,
SUITE 202
NIELBOURNE, FLORIDA32
PH 321-80273591
www.abdesigngrou p.coi
AA #: 0003325
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GARAGE SWING
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DETAILS
I
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AR NO 17305
DATE: 10/16/19
SCALE: 1/4"=1' - 0"
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SCALE: 1/4 - 1'-0"
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FILE coPY
551 S. APOLLO BLVD.,
SUITE 202'
MELBOURNE, FLORIDA32901 ,
PH: 321-802-8591
www.abdesigngroup.com
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STATE OF FLORID,
OCT 11 �19
MICHAAEL C. i4NDERSC
AR NO 17SC
Fi4"F
DATE 10/16/19
SCALE: 1/4"=1'-0"
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
r
d
Q
p :CLEAN OUT:REQUIRED.
p� FOR INSPECTION
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V
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TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
Z
LU
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U
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
#5 BARS
ElF
� I o
�lo
1"
1-0"
• o
I%
CMU UNIT DIMENSIONS
3. > ARE NOMINAL SIZES
*% MASONRY SYMBOLS
n�
HORIZONTAL/VERTICAL SCALE: 3/4"-r-0"
REINFORCING
/ SCALE:3/4"=V-0"
{
X
f�
k,
v
f
Z STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
4 a SPACING REQUIREMENTS
J
co
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a
O co
1 +00 +0-0
co,
TOP OF SLAB TOP OF SLAB
SEE SLAB SCHEDULE Z
EXT. PORCH SLAB 4" CHAMFER (1-STORY)
W/ 112" ISOLATION 6" CHAMFER (2-STORY)
JOINT (WHERE • �.
APPLICABLE) Z MATCH STEEL
REINFORCEMENT
6" PVC CHASE -N PER SCHEDULE
THRU FOOTING
Ln
^--
6" PVC CHASE THRU FOOTING
MATCH STEEL
SEE SCHEDULE REINFORCEMENT
FOR WXD, BAR SIZE PER SCHEDULE
AND BAR QUANTITY /'_� PVC TW R I CHASE I7nnTI NIr,
BAR SIZE
48 BAR DIA.
#3
18.
#4
24"
#5
30"
#6
36"
#7
42"
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA#: 0003325
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GARAOE SWING
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:PAGE:
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DETAILS
I
L60 MPH EXP. C
ARCMTECT
STATE OF FLORIDA
Pt
IT
I
XTt7
S>
MICHAEL C. ANDERSON
AR NO 17305
PRINT 19 16
DATE: 10 / /
SC :1/4"=1'-0"
SHEET
Ste 2
4 FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:
USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
USP LPTA W/ (10) 1Od x 1 1/2" HDG NAILS,
�s WOOD TO WOOD:
USP RT16A OR LUGT2 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 MATCH CONNECTOR FINISH.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS,
6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. 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.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177 x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0",FINISH FLOOR. UNLESS`
NOTED OTHERWISE.
HEAD
R'ISCHEI�DULE
MARK
k
SIZE
REMARK
DESCRIPTION
(D
(2) 2X8
BEAM SCHEDULE
INDICATES OPENING BELOW 1 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
Pc
(psi)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8,
—
(1) #5'
—
N/A
—
GROUTED SOLID
:
"CAST-CRETE" SAFE LOAD TABLES
f
P
` f
2.
F
I
til
p`
"
,7
.1
.�
-1
„
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
& PRESTRESSED
U-LINTELS
-
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
SAFE
LOAD
PLF
CC��
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
gig
BFB-OB
BF12-08
SF16-OB
SF20-00
8F24-0B
8F28-0B
SF32-OB
TYPE
LENGTH
SU8
8F8
RCMU
TYPE
LENGTH
BFB-1T
8F12-1T
BF16-1T
BF20-1T
8F24-1T
BF28-1T
:SF32-1T
BFS-1B
BF12-18
8F16-1B
MG-19
8F24-1B
BF28-1B
SF32-1B
6F6-2T
SF12-2T
BF16-ZT
BF20 ZT
eF24-2T
BF282T
SF32-2T
T-6" (42") PRECAST
2231
3069
3719
'.5163
6807
8054
9502
10951
T-6" (42") PRECAST
1025
1024
1598
T-6" (42") PRECAST
1569
2655
3524.
4394
5263
6132
7001
3069
4805
6113
7547
8974
10394
11809
1569
2655
3524
4394
$263
6132
7001
4'-0" (48") PRECAST
1966
2561
2751
3620
46an.
59`1
''7G34
81U7 -
4'-0" (48") PRECAST
765
763
1309
4'-0" (48") PRECAST
1363
2305
3060
3815
4570
5325
6079
2693
4805
6113
7547
8974
10394
11809
1363
2305
3060
3815
45TO
5325
6079
4'-6" (54") PRECAST
1599
1909
2110
2931
3753
4576
54M
6224
4'-6" (54") PRECAST
592
594
1073
4'-6" (54") PRECAST
1207
2040
2707
3375
043
4711
5379
2189
4375
- 6113
7547 (7)
8672
10294
11809
1207
2040
2707.
3375
4043.
4T11
5379
5'4" 64" PRECAST
( )
1217
1349
1438
1999
2560
3123
3686
4249
5'-4" (64") PRECAST
411
411
745
5'-
" (64^) PRECAST
1016
171$ii)
2276(4)
2838
3399
3961
4522
1663
30M
5365
7547„5)
7342„9)
8733119)
101271,9).
1016
1715
2276
2838
3399
3961
°. 4522
5-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
6-10" (70") PRECAST'
340
339
fits
6-10" (70"), PRECAST
909
1567p5)
208013)
2593(9)
3107.(9)
3620(4)
4133,3)
1451
2622
'4360
7168145)
6036p9)
7181119)
83281m)
929
1567
2080
2593
3107
3620
4133
6'-6" (78") PRECAST
gpg
1238
2177
5480
3031
3707
4383
5061
6'-6" (78") PRECAST
507
721
490
6'-6" (78°) PRECAST
8351121
1407a5)
186Pzt,
232915
279g15)
$251na)
3712(12)
123E
2177
348D
5381
8360
10394,)
8B25,t")
835
1407.
1868
2329.
2790
3251
3712
T 6" 90" PRECAST
( )
T43
1011
1729
2632
2205
2698
1 3191
3685
T-6" 90" PRECAST
( ) -
424
534
363
T
90" PRECAST
( )
727 ,m)
1065,z6)
1624131)
2025(ze)
2426(29)
28271m)
3228(24)
1011
1729
2681
3B9B
5681
8467)q)
6472„s)
727
1224
1624
2025
2426
2827
3228
9'4' (112') PRECAST
55Q
699
1160
1625
2564
3486
2818
3302
9.4„ 112" PRECAST
( )
326
512
230
9'4" 112 PRECAST
(
591
708,zs)
11361m)
1474134)
181534
215712e)
2500(30)
752
1245
1843
2564
3486
4705,ar7.
6390,a)
591
862
1318
1643
1969
2294
2619
10'-6" (126") PRECAST
475
535
890
1247
2093
27T7
2153
2538
10'-6" (126") PRECAST
284
401
180
10'-6" 126 PRECAST
( i
630
675,za
9161m)
1188,,,
1461133)
1T36,m)
2011,m,
643
1052
1533
2093
2781
3643,35)
4754ps)
530
695
1180,e)
1472,a)
17fi3z
205.5
2346
11'4" (136") PRECAST
362
582
945
1366
1846
2423
3127
4DO6
11'4" (136") PRECAST
260
452
154
11F4" (136") PRECAST
474
504,2,)
8DO Cat,
1D37„a)
1274,3z)
1513m
1753,s2)
582
945
1366
1846
2423
3127
4006
494
607
1042n0)
1372,11)
1643 ,5)
19i5,5)
2187 s)
12'-0" (144") PRECAST
337
54O
873
1254
1684
2193
2805
3552
17-0" (144") PRECAST
244
402
13T
12F-0" (144") PRECAST
470 9
458 aa)
724 t
938,yz)
1153,3z)
1369,3z
1585)3z)
540
873
1254
1684.
2193
2805
3552
470
550
940,iq
1302,ts
15801t3)
181iy")
2075 „0)
13' 4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
13'4" (160") PRECAST
217
324.
110
13r-4 (160") PRECAST
418 m)
386,zz,
: 601(30)
785. 0
964,w)
1143(m)
1323)3,)
471
755
1075
1428
1838
2316
2883
429
460
T80 9
U
1159 at)
1418,m)
165:h9)
1667 n )
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
14'-0" (168") PRECAST
205
293
100
14-0"
(168") PRECAST
384 t
358 aii
560 a9)
724 ,30
889
105•,H
1220 3o)
442
706
1002
1326
1697
2127
2530
410.
425
717 (9)
1D631zo
1358,m)
1582(22)
1807(21)
14'8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
14'�" (176") PRESTRESSED
N.R.
284
91
14
8" (176") PRESTRESSED
739
_ 334 w)
52D a,
672
825 a9)
978 ,
1131 30)
458
783
1370
1902
2245
2517
2712
246
395
663 a
980 R9)
1303,m)
1518(m
1734 zaJ
15'4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
15'-4" (184") PRESTRESSED
N.R.
259
83
-
154^
(184") PRESTRESSED
224
313 20
486 (m)
627 a9)
769(m)
911 ,z0
1054)29)
412
710
1250
1733
2058
2320
2513
230
3sa
s1s a)
sDB ;io)
12aa,m)
1asD zr)
1
1ssa 25)
1
1T4" (208") PRESTRESSED
N.R.1T4"
NR
NR
NR
NR
NR
NR.
NR
(208")PRESTRESSED
N.R.
194
64
174"
(208") PRESTRESSED
187.
263(t%,.
405,m)
521,27)
636,zr)
756,zr)
873,2r)
300
548
950
1326
1809
1849
2047
192:
308
506 (e)
740 (19)
1005
1271pt
1473 „).
19'4" (232") PRESTRESSED
N.R.
NR
NR "
NR
NR
NR
NR
NR
19'4" (232") PRESTRESSED
N.R.
148
52
194"
(232") PRESTRESSED
162
166
229. pr)
263
346 a5,
429 a
447 s)
623,ta,
5470,
841 m
64T tzs)
i059,o
747 w
122ro
235
420
750
1037
1282
1515
1716
21'-4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR'
NR
21'4" (256") PRESTRESSED
N.R.
125
42
21.4"
(256") PRESTRESSED
142
204 ts)..
307(m,
393,z,)
480,m)
568aa)
655 aa)
180
340
698
845
1114
1359
1468
142
232:
373 (7)
537.117)
T21 as)
905,m)
1048(2
22'-0" (264") PRESTRESSED'
N.R.
NR
NR
NR
NR
NR
NR
NR
22'-0" (264") PRESTRESSED
N.R.
116
40
22-0"
(264'') PRESTRESSED
37
97us)
z9sm
379,z3
482,z,)
548,m)
830a3)
165
315
550
784
1285
1399
137
223
358 7
513,17)
688,)
863,m
999 9)
(288") PRESTRESSED
N.R.
NR
NR
NR
NR
r
NR
NR
24'-0" (288') PRESTRESSED
N.R.
91
33
24'-0" (288") PRESTRESSED
124
179,ta7
267 a,)
342)zi)
416 zt)
492au
`�724'-0"
29250450
654
1092
1222
124
2D2
319 p)
455 (,e)
6061m)
757 (20
876 ai)
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL
DIVISION ACCEPTANCE
NOTICE OF ACCEPTANCE F.E'C.P. CORPORATION-CASTE-CRETE
#. 16 0128 03
2.1
1 ♦
1
1
IC)
10
1�
8F1 6-1 T/OM/OB 8F16-1T/0M/0B ♦
8F16-1T/01M/0B I 1
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♦ I oI
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co
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1
1
1
01
1
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U-1
1
1
1
1
1
1
1 LINO, PROVIDE BB1 WHERE
1
1 ROOF TRUSSES BEAR, TOP
1
1
1 OF WALL EL. 8'-8", UNO.
1
1
1
1
1
I
1
1
1
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1
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8F28-1T/OM/OB �' 8F16-1T/0M/0B
P
f -.1 -
t
LIFT BEAM PLAN
SCALE: 1/4" = V-0"
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
CREEKSIDE
LOT #55
9;
P
PROJECT#
04321.200 055R1
MODEL:®� ..
4EAB
"1672-ARIA
GARAGE SWING:
LEFT
�j
PAGE:
LIFT BEAM
PLAN AND
NOTES I
4
ISO MPH EXP,
STATE OF FLORIDA
OCT 17
ICHAEL C, ,ANDE'RSON
R PRINT 10/1E7/19
DATE:
�14 SCALE:1/4"=1�-O"
SHEET
iI
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
#5 BAR IN BOND BEAM
CORNER
REINFORCING OF BOND BEAM
5GALt: 3/4"-1' U
i
NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8 -
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1 #5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 8„
IN
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
\� PLACE STEEL HEIGHT.
OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND $EAM 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"xl6
QP\ 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM r
O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OF THE LINTEL.
\�1 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
/ 2 P���F�P� BEAM W/ (1)BONff 5 BAR BOND BEAOM
Q EACH COURSE --
G 8x8 BOND BEAM TOP OF
• C\\� - W/ (1) #5 BAR BOND BEAM
F OQ� F - FILLED W/ GROUT
U UNFILLED GROUT SOLID FROM TOP
S1\O NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM
BEAM COURSE SEE NOTE 5
NOMINAL 6-1 T/1 /OB LINTEL PRE-CASTCONCRETE
L2)E
� LINTEL W/ (1) #5 BAR (L2)
HEIGHT # OF #5'S, TOP LENGTH EN N O 2BAR WIDTH OF MASONRY
BEAM DESIGNATION
BOND BEAM COURSE OR
IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Ll) REFER
AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP
OF OPENING
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1-3116
TAPCON OR DRIVE PIN (MIN
SHANKS%.145 MIN HEAD
WINDOW SIZE .300 IN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
PRE -CAST — 3 1/4 OR DRIVE PIN (MIN SHANK
WINDOW Z SIZE.MIN E1MBEDMENT 1 45 MIN HEAD S4) 8"
.300
SILL FROM EACH END AND 18"
SLOPE
O.C. MAX: MIN'1-1/4"
EMBEDMENT
TYPICAL- MASONRY WINDOW
SILL CONSTRUCTION
SCALE: 1 1 /2"=V-0"
sm
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
ARC
' I\\\f—
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN.2-12d PER ELK, EA. END
7/16" OSB SHEATHING
CMU WALL
WAY FRAMING DETAIL
SCALE: 3/4"=V-0"
551 S. APOLLO BLVD.,
SUITE 202
AELBOURNE, FLORIDA 32901
- PH: 321-802-31591
www.abdesigngroup.com
AA #: 0003325
a: UDIV:
CREEKSIDE
LOT #55
I
OJECT#
04321.200 055R1
oDEL:
s' 4EAB
"1672—ARIA"
e GE SWING -
LEFT
DETAILS
(3 R E3 ?"z � k
vio MPH Exill
ARCH Cod`.... 'a
STATE OF FLORIDA
ii
OCT 17 2019
MICHAEL C. ANDE N
AR NO 17305
I N T
10/16/19
ATM-
v SCALE:
s
1/4"=1`—,Q '
SHEET
2e1
I
FRAMING
NOTES:
1. U.N.Q. ALL STRAPS FOR ROOF TRUSSES TO BE ¢ ¢
CONCRETE TO WOOD ROOF:
USP HTA16 W{ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1{2"HDG NAILS, I
( --
n nEJ3 u
WOOD TO WOOD CJ1A
USP RT16A OR LUGT2 W{ 10d x 1 1!2" HDG NAILS, FILL ALL HOLES. 1 A q Ze
1
Y GT
SCHEDULE.
1A
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 3•1 3.1
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH - -
MANUFACTURER'S SPECIFICATIONS. Al
r
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS C.)
ARE TO MATCH CONNECTOR FINISH._
e 5: LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
T
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WIN
MANUFACTURER SHOWN IN STRUCTURAL PLANS. WINDOW, DOOR AND J I II II ER IIIIpm CJ1
CLEAR SPAN OPENINGS. II
II Iv$ II I¢
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). o CJ3pV CJ3
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE _ II II II II II II II II II II II I II
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS CJ5 n n u u n n u n u u u u EJ7A 1 II = CJ5
-m _
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
1B A9G GT
APPROVAL.
ka
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177 ° x 2 7/8"LONG, WITH WASHER @ 16" O.C. -- - 6
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END re `A6
UNLESS OTHERWISE SHOWN DIFFERENT. - - --- S3.1
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISHFLOORI UNLESSi_ A - -- -
NOTED OTHERWISE. a � � It
m`
LL
J Z_
d h Z V
TRUSS MANUFACTURER ! ENGINEER NOTES: _ __ _ _ _ � _ _ _ = :.r __ T.. _ �� _ _ _ _ _ _ _ = O jr
PRE -FABRICATED R OF 0 co
F2 S SHALL BE
E
1. ROOF GIRDERS WI UPLIFT IN EXCESS O ,500 LB
FABRICATED W/A 2x6 BTM. CHORD (MIN.) 9 TRUSSES @ 24" O.C.
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
O_
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. O
3. TRUSS COMPANY / ENGINEER ISRESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS. _
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
a
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
LID
O 1
- - - - - - - - - - -
CONNECTORCEDUUE II CONTROL DATE 01-05-1]
"i SIIk USP SIMPSON r__�---
n MTe
M Tek USP SIMPSON `
LR
v, DES: 1625I GRAVIIV MLI SLL A-16 U4L5H GRAVIIV FAS10d%11/21PLV, (JI 6d2-PLV,CMBCD 4"': (81S10dxR 1/2 1 PLY, 16)16d2PLYEM6ED4 - -
eYl IHA 161B
yyI 1985 (12)10dx11/2"141LYjl BE54 (10) 10dx 11/21.VLY,EMBED 4. 1A
Ei (2)1ITA 16-18 2430 (2)META -16 1900 (10) 16d2PLV,tMBtDL` (14116d 2 PLY, LM tU4 O -_---- ---- ---- - --R
f:HL1A-Yfi 1tl10 hO11Ud%li/2,(8)Fbd 1PLYI8)Lid2f
„-VCV,LMBLU4(9)10dx1,1/24Y,LMBLD4 J1 IIIIL-
a]o
r
H
910tlx112 1PL v 8 16d2 PLY LMBLD9
I H1A 20 1870 HLlAQO 1910
Zdas. (12) 10tlx`y 1/2 18PLY�CMOCD4MBLU4 ( ) 10d x 11/2 1-_
10 pLY,EMBED4
2 11216d IDLY EMIiL04 --_--
}� 21 I IlA-2U 1430 1) RILIA 20` 2500 (10) l6d 2-PLY, 4'
w Z LGT-2 2150 BLK(5)1/4"x3"Wedge-Bolt+ Anchors, WOOD II6) 10tl I]) 1/4 11/4"l1LN, WOOO(16118d
O WGT-2 °.. 2260
q 0 DL1A61➢ 2480 (16)-10dX11/2,.Y PLY ALI LRNAIL USE OF (2)I ITA-20 ACCLPI ABLL I18) 10dx11/2,lYLV ALI LRNAIC USL OF (2111L1A 20 ACCLPIABLL
UHI A-LO 243 _. -----�
15a AIR IN I:1)GI I SI RLNGI I I LPO%V(MIN, 12" EMBED), 10d 10 WOOD - ----- -----� � _ ----- _
MCI+ 3965 I1l5/8 A.1.ft.IN1116115T LNGTIILPUXV (MIN.lb LMBLU).(22) 10d 10 WOOD).. (1/
MUG115♦ 417S - -
WOOD S IOtl MASONRN (2)3/4"A.T.R 12)3/4 ATR IN ISGII STRCNGTI I EPDXY (MIN. 12"EMBED 116)S0d TO WOOD
11 IUG12+. 9990 IIGI-2+ 10980 ( )
WOOD IS) IOd, MASONRY (2) 314 AIR 12)V4" AIR IN HIGH SI SLING] H LPO%Y (MIKE12° LMBEO), YG) lOd 1U W000 _
3' INOT3+ 9860 IIGT-3+ 10530 _. A2
"I 1UGT-3 3525 73-SDS2.5 3285 CONC(4)3/8"%5" Wedp,C-BoRa Anchars, WOOD (12WS25(12)"SDS14"x3IO:GIRDLR,(4)3/8"x5ll]LNHUIOWALL = --- - ---- ----- -; -
1210PARALLLLIOWALL rY2nx5(s4"`�---- I �-----�-
LPIA. 1510 PARAILLLIO WALL ❑A2 1210 YLRPWOIOUHJR 10 110)10d x 11/2 110110tlx11/2 ATTIC
Iy') 1470 PLRPCNDICUTARTOWAIL WALL A3 ACCESS-
P 610d FACL 121Ed BACK OF IRUSS (115/a A10.1N I EIS I I SI RLNGI I ILPDXY(MIN. 12 LNIBLD),(16) SUS 1/4"x3"-
VGl 4940 (1)5/B A.IA IN (MIN: I2 LMBL DI,(4) 10d IO/O /( Y
MUG115 4ll5
¢3: IIUGt )185 121 VGT J185 (2)5/8'A.T.R. I N I IIG I I STRCNGTI I EPDXY (MIN. 12"EMBED),(8)10d(2)5/8 A7R INIIIGIISTRCNGTII CPO%Y FAIN.I2 EMBED), (32) Sp51/4'•x3
I
`s) Mlw 12 1195 MTS-]2 1000 (141 lOtl x i {l2", (14110tl - ' (14)1Ud 11/2" -
I IIIW 16 U60 HT5:16 1150 116) 10d X 11/2',116) 1w (16110d 1112
Ia
H1W20 1530 Hli0` 1950 12411Ud%1g/2', (20)11b _ (24)10d X 11/2" - _�-----�- --I =I
i. HI 24 1530 H1S-24 �1450 (24)10d%s1/2', 120)L)d f2413otl 112" . G
M LS1Al2 as 930 LSI A-12 ++ 92s' I1011od.. (10) 10d AJ
LSTA 18++ 1235 LSTA-18++ 1235 114)10d (14)141d
MSTA-18++ 1310 MSTA-18++ 1315 (14)1Od 114110d 3
`9 Y64o MSTA-z41+ 1640 Ila110d 118)Lod
M51--- ---
y N
MS1A-30++ 2D65 MSIA30. 20K 122)1Ud (22)10d A6
a MS1A 36- 2050 (26)10d (26)lod10d _ /-I--1A-
IA°; q M51 A-J6« 2065 +
C MS11.36 3800. (36)10d%11/2 13611Od 11/T' q
Ly NSTI236 3890 5140
KTS1248 5140 MST48 5065 (48) lUtl X i 1/2' (481IDd 11/2" _ A7 3. 1
LHAfi 1210 H6 950 1161 8tlx11/2', 116)edl IS) 8d 10 PLAT LS,(8) 8d TOSIUDS
SPl L4 1030 SPO 885 (6) 30d TO STUDS (6) IOd TO PLATE I6110d x 11/2 TO STUDS CV __ t
515 IN Fl@ A$G cc V4
MP34 :5251N L1@1fi0M, A34 160% (4l Bel x 11/2 TO BCAM,:,19)Bdnll/2'TO POST. 14)Sd Y1/2 TO BEAM, 11/2"10 POST. 1 A GT - G 1A
III ICP2 800 IICP2 645' - (10)lotl 11/2101 RUGS (1011011 X 11/2' 10 PILAU, (1211Ud 11/2
3.1 n -IN
f S3.1
%I Hl'16A 1380 N10A 1140 1911Ddxll/2 IOIRUSS: 8110,1XI11210POO E??.,,..�� I1B1lUtl 11/2
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PRINT,
DATE 10 1 1
SCALE: 1/4' 1' _o
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR
DRAWINGS FOR REVIEW SHEATHING
AND APPROVAL FASTENER SCHEDULE" '
PLYWOOD SHEATHING; SEE (2) USP -HTA16 TRUSS ANCHOR
"ROOF/WALUFLOOR WITH (9) 10d x 1 1/2" NAILS TO HTWM 0 W 0110d TO
SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W/SINGLE TRUSS AND (4) 1/4" x21/4"
FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP,#2 2"X6"X4'-0" TAPCONS TO CONT
A-(1)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d POURED LINTEL
10d) 1 P H T 1 TRUSS. ANCHOR
AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO
B-(2) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2-PLY # 1900 UPLIFT (2) USP
EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS
10d x'1 1/2" TO TRUSS
DBL STRAP; 1 EACH SIDE WRAPS FL AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF
OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W/10 10d TO
(A) USP LUGT2 W/ (5) 1/4"x3" POWERS TRUSS AND (4) 1/4" x 2 1/4"
1X2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO TAPCONS TO CONT CONTINUOUS BOND BEAM
SEE ARCHITECTURAL
TRUSS (2PLY) #FL17240 (NOT SHOWN) POURED LINTEL
2x SECURED W/'(3) 16d (B) USP RFUS STEEL CONNECTOR WITH (4)
GALV. COMMON NAILS. ENGINEERED WOOD
1X2 SECURED W/ 10d TRUSSES @ 24" O/C, 3/4"x6"WEDGE BOLTS AND
GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL
12 O/C FOR REVIEW
AND APPROVAL 2x SECURED W/(3) 16d f
IF 4 BOLTS ARE USED
GALV. COMMON NAILS.
lx2 SECURED W/ 10d M SONRY BOND ENSURE THAT CELLS ARE GROUTED
GALV. COMMON NAILS
' BEAM SOLID; 8" EACH WAY OF BOLTS
MASONRY BOND BEAM 12" O/C SEE SCHEDULE
SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS,L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U 9000 LBS, L 1310 LBS (4 WEDGE BOLTS IN RFU.S)
B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TAP CONS MIN- 2 ;
COVER 2"APART
REPAIR OF MULTIPLE
TYPICAL TRUSS/ D EMBEDDED TRUSS ANCHOR
1 a lb SCALE: 3/4"-1'_0' TYPICAL ROOF qq MISPLACE
GIRDER CONNECTOR(S) 2a 2b SCALE:3/4"=V-0" SCALE:3/4"=V-0"
GIRDER CONNECTOR(S)
FI
'a
f 4f
(2)2X4 No.2 SYP DIAG. TRUSSES WHERE
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BRACE W/ (3)12d @ EA. 2x4 BLOCKING BETWEEN
TRUSS (IAG. BRA
" X-BRACG IS PRESENT A
COVER 5D RUSS SCE TO SEAMS)CIN(AT HEATH SHEATHING T E
30'-1" TO 60'-0 (3) "X"BRACE
0 0 TO30-0 (1) X BRACE
(1) "X"BRACE 9 CENTER SECURE 2x8 PT. PLATE
"i
(2) "X" BRACE DIVIDED EQUALLY TO BLK W/ L W/
FROM CENTER TO END.
6'-0" MAX (Wl1 X4 ANCHOR BOLT W/ 2" 3
) WASHER SET IN HIGH
OR 10'-0"'MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6"
SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
tx4 DIAGONAL
PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 i
P.T. PLATE W/ 12d's 8"
BTM. CHORD
BRACING, SEE STIFFBACK (AS PER O.C. MAX
PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/
(2) 10d's @ EACH TRUSS
� REQUIRED
m >- E TO BE INSTALLED @
C�lfi N N o F 10 -0" O.C. MAX. kal
L,
BTM. CHORD OF
WOOD ROOF TRUSSES
SEE SCHEDULE FOR j
BOND BEAM REQ.
}
lx4 BTM. CHORD BRACINCT6'-0" O/C END WALL OR OTHER '
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF D
10' 0" O/C'MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD LOCK WALL W/ GABLE END
INTERSECTION TYP. 0--PP-R
BTM. CHORD BRACING E-ENG D TRUSS scALE:3/a"=1'-0"
NOT USED � SCALE: 3/4"=1'-0"
/) 5
I
W�
NOT USED
4
NOTCH DEPTH 1/4`D THE USE OF ALTERNATE MATERIALS MAY BE
r
o USED SO LONG AS THEY CONFORM TO THE
HOLE EDGE >51W
HOLE DIAMETER FOLLOWING
< 2/5'D SGL. STUD
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
OUTER 1/3 OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
SPAN ONLY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
HOLE EDGE n5/8"
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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). 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.
BTM. HOLE DIAMETER
PLATE
<3/5'D DBL. STUD
R)
ALTERNATE MATERIALS �Q
i
STUD NOTCHING NOT USED NOT USED 11
AND BORING LIMITS _ 9 10 c 04
8 SCALE: i 1/2"=1'-0"
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STATE OF FLORIDA
OCT 17 2019
M CPAEL C. ANDFR-'l
PRINT � u:
DATE: 10/16/ 10
SCALE: 1 /4"= V — 0"
SKEET
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551 S. APOLLO BLVD.,
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ARCHITECTS -
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDEF
AR NO 17305
PRINT
10 /16 /19
SCALE:
SIMET
S 3. I B
(2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER @ 24" O.C.
BRACE W/ (3) 12d @ EA. SECURED W/ USP RT16A
TRUSS (DIAG: BRACE TO
COVER 5 TRUSSES)
2x SUB -BAND
0'-0" TO 30'-0" (1) "X" BRACE
30'-f" TO 60'-0 (3) "X" BRACE
(1) "X"BRACE @ CENTER PRE-ENG GABLE TRUSS —
(2) X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL
FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
-
DETAIL FOR STRAPPING INFO.
_
— CONNECTION PER
1x2, 2x WOOD FASCIA
TRUSS MFG.
/ENGINEERED
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d
WOOD
GALV. COMMON NAILS.
TRUSSES @ 24" O/C,
1x2 SECURED W/ 10d
SUBMIT SHOP DRAWINGS
GALV. COMMON NAILS
FOR REVIEW CONT.2x4 RAT RUN —
12" O/C
AND APPROVAL SECURED W/ (2) 12d's @
MASONRY BOND BEAM
EACH TRUSS
SEE SCHEDULE
'Q
GABLE END PRE—ENGTRUSS
SCALE:3;4"=1_0..
1
W/ HIP RETURN
a
SIDE VIEW
VTT SPACING (1) AT EA(
AND 6-0" O.
F'RE—ENGINEER��
VALLEY TRUSS CONNECTION
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ARCWEG ;
STATE OF FLORIDA
INT 17 2019
D
WIC EL C. ANDERSON
AR NO 17305
PRINT
DATE: 10/16/19
SCAT :1/4"=1'-0"
I SHEET
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GABLE - ENE
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3 0000000000.E 00000000
20� 3
0 0 0 0 0 0 0 in 0 0 in 0
X�F HIP ROOF '
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 = 23.79 PSF (33-79)
ZONE 2 = 39.48 PSF (49.48)
ZONE 3 = 67.16 PSF (77-16)
"A"= 4'-0"`END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
WIND EXPOSURE: "C
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT+- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"
O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
WOOD:
NON -BEARING WOOD WALLS TOP. PLATES & STUDS CAN BE SPF.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
CRIPPLERS SILLS ETC., SHALL BE SOUTHERN PINE NO. 2OR BETT
ER. Fb - - 1100 PSI AND A MODULUS OF
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE
OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION. LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD. FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
CONTAINS MORE THAN I/V OF HEARTWOOD.
MINIMUM NAILING PER FBCR2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS
PROVIDE SOLID BLOCKING. UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
SYP #2.
UNTREATED WOOD SHALL NOTBEIN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP .PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN.. SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA., SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL .BEA MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCEE WITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI V'
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATIN@ ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS FJEOUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOP ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.'
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON. THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS..
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"USP STRUCTURAL
CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS
WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE
MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING LATEST CATALOG.
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED SHEATHING FOUNDA ION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PANEL EDGES AND 8d RING SHANK GUN NAILS - FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf,. FOOTING _:,, - PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE FASTENER SCHEDULE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
DETAIL. v MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH. ASTM D-1557. TREATALL " -CELLS TO BE FILLED.
ROOF SHEATHING TO GABLE END FRAME USE SOIL FOR TERMITE PROTECTION.
r BdGUN NAILS@ 4"O.C.0 EDGEWISE2x4 FILL`CMU CELLS SOLID WITH GROUT AT ALL CELLS RECEIVE EXPANSION ANCHORS AND/OR VERTICAL L
F
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE NAIL SCHEDULE THE OWNER SHALL RETAIN THE SERVICES C S O AN INDEPENDENT GEO-TECHNICPL ENGINEER TO VERIFY REINFORCING.
END. x SUCCESS COMPLETIONOF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
> ;<<, GEO-TECHNI AL ENGINEER'S REQUIREMENTS. SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 XBAR NO. 48 BAR DIAMETERS)., U.N.O. -
SIZE TYPE MIN. LENGTH MIN.. DIA. TENSILE STR. SHANK ..:. - CONTRACTO I'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE ( )
SHANK MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
RING BE MADE BY THE GEO TECH. ENGINEER. `STRUCTURAL STEEL"
8d RING SHANK, 2 1/2" 0.120" 170,000 (16-20 RINGS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
�I SCREW SHANK PER INCH) CONCRETE:. - SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
x, CONCRETE SHALL (ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ,� 8d SCREW SHANK 2 1;2" 0.120" A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,
PNEUMATIC " 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE -EY = 46 ksi. STRUCTURAL PIPE SHALL D IN TH -53, GRADE S TYPE E OR S,:Fy=.35 ksi. TUBE AND PIPE
SCREW -NAILS 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5 STRUCTURAL TERRACE SLAB. COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
1_ NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4 ANCHOR BOLTS AT THE COLUMN BASES SHALL' BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH E
2: INTERNATIONAL STAPE, NAIL &TOOL O.C. MAX. IN CHEND. FRAMING CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5' +1-PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
$, RAFTER. OR TRUSS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
ROOF SHEATHING - CONCRETE TICKETS SHALL BE :TIME -STAMPED WHEN CONCRETE IS BATCHED THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
EXTERIOR SHEATHING DELAY IN SUCH HAT A BATCH IS HELD FOR LONGER THAN 90. MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
,USE•1/2 CDX ORTT6 GS.B.PLYWITHBdRING RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES COMPLIANCE WITH THE ABOVE.
x
NAILS 4" O.C. TOP I Z AR SHALL BE 5: AND RING HANK GUN . 0 RETE.COVERAGE OVER REBAR AS FOLLOW A 8d G S REQUIRED CON -
BOTTOM PANEL AND 8d RING SHANK GUN A. , 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)',
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER(
OR 7116" ZIP SHEATHING SYSTEM (INSTALLED m 1-1/2" FOR #5 AND SMALLER
PER MANUF. SPECS.) SEE DETAIL. 2" FOR #6 AND LARGER
G FOR CONCRETE NOT EXPOSED TO WEATHER -
I, BUILDING LENGTH 3/4" FORT SLABS, WALLS AND JOISTS - -
1-1/2" FOR BEAM .AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
8d RING SHANK GUN, NAILS @ 4" O.C.
TOP & BOTTOM EDGES
FASTENER SCHEDULE
. . . z w WINDOW AND DOOR BUCK FASTENERS
FASTENER
APPLICATION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE . Z>CS SPACING REMARKS
' 1 x2 PT FURRING TO CASE HARDENED COIL GARAGE DOOR BUCK 1 4" DIA TAPCON.MASONRY
W $d RING SHANK GUN NAILS MASONRY!GONG NAIL 11/2'LONG. 8'D/C TO MASONRY/CONC. NO WASHER FASTENER 8"O/C 11/2"1EMBEDIST. EDGE T DIST,
iaJ Y fp 6" O-C. IN FIELD _--- —
z SGD.. AL EXT. DOORS CASEHARDENED COIL 9' O/C WINDOW/DOOR/ FASTENED GARAGE DOOR BUCK 1/2" DIA. W/ 4" EMBED., 4"END DIST.,
- ¢ C-) - - - EXPANSION BOLT 24" O/C . _ d 1x PT SEE NOTE 6 NAIL 1 1/2 LONG. STAGGERED INTO MASONRY/CONO. TO MASONRY/CONC. WASHER 3" EDGE DISL
WINDOW BUCK CASE' HARDENED COIL 91O/C WINDOW/DOOR/FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING
1x PT, SEE NOTE 6 NAIL LONG. STAGGERED INTO MASONRY/GONG; MASONRY/CONIC.
z REQUIREMENTS
(213/16'DI0. "TAPCON" . ` 18 Q'C ' 1 112" EMBED, B END NONSPARINGWOOD V2"° .EXPANSION 4" EMBED. 4" END
(n J - - EXT SWING DOOR 24" O/C -J Q BUCK 2x PT, SEE NOTE 6 NO WASHER `FASTNER DIST., 1 1/2' EDGE DIST. WALL TO CONIC. SLAB W/ WASHER E OLT ..DIST., 3" EDGE DIST.
z Q
z Lu Z i TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. 2x PT WINDOW BUCK
LU PTTO COL., SEE 0.138"PAR x 2 1/8" 9" R'C 4" END. DST, 1 1/2"
z Q ll TO BE STRUCTURAL GRADE) .NOTE 6 W/ WASHER STAGGERED �. EDGE DIST �-
LU Z
NOTES
Y = U —I Q - 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
Q C.? z Y Z V) ' - 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TWRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA I
Z cD Z z 3: w 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
fr = W CS' 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPE IFIED HEREIN
z - (3 In U 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT FTHE NOA OR THE SPACING DETAILED ABOVE
co �. Z q 2: co 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR W DOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND
�. Q � U C 8d RING SHANK GUN NAILS @ 12 O.C. IN - 2x MEMBERS ARE SECURED W/ TAPCONS ORPAF TO THE SUBSTRATE. ttt ry
c0 = U 1- U FIELD or 8d x 2 1/2 SCREW SHANK S _.
rn to O PNEUMATIC SCREW -NAILS @ 12" 0.6�N
F Z co D io FIELD J\
W
., .' Z00
TYP.3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
i
1
ROOF/ WALL/ FLOOR
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS.. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION
ACI 318-14 BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AIS1 SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS. 2011, ASCE 7-10 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL. BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT .WHERE ADIFFERENT -DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGSFOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE. WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
ISCOMPLETE. IT I$ THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS
DO NOT SCA E DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THEARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: I IVE LOAD FLOOR: LIVE LOAD 40 psf
20 psf TOP CHORD -non concuff@nt
10 psf BTM CHORD -non-concurF@ht
EAD'LOAD DEAD LOAD
15 pat TOP CHORD 20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE
10 psf BTM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT[ I Opsf
BALCONY LIVE LOAD 60 psf
STAIRS LIVE LOAD 40 psf
WIND: DEADLOAD SPEED -160 MPH 3- SECOND GUST
(ASCE 7 10 (FBC R2017) EXPOSURE C, RISK CATEGORY 11)
LIVE LOADS.. UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20 sf,HABITABLE .ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
AND DECKS 0psf, (GUARDS AND. HANDRAILS: 200psf,.GUARD IN -FILL COMPONENTS: 50psf, PASSENGER '.
VEHICLE GARAGES:5Dpsf, ROOMS OTHER THAN SLEEPING ROOM' 40psf, SLEEPING ROOMS:30psf, STAIRS:
40psf
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE(, WITH. THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL. BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ;.
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT`'
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314".
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH. ADHESIVE TAPE,
FORM -WORK:
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS; WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,
"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
EXCLUSIONS FROM THESE PLANS:
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 STRUCTURALDEPENDING
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BYOTHERS.
.
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM Al85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE'.
SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM A615GRADE 40 IN CONCRETE DEFLRMED BARS, REBAR SHALL BE ASTM A615
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE IL.
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAIL§ OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOP REVIEW PRIOR TO FABRICATION.. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDUL€D FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW
TYP..MIN LAPS SHALL BE AS FOLLOWS #4 BAR = 25" #6 BAR - 36
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36" x36"CORNER BARS, BOND BEAM ONLY,LAPPI`D AND TIED TO EACH BEAM REBAR, SEE DETAILS',
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THO WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE DI3NTIN000S THROUGHOUT THE HEIGHT OF THE
WALL
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED.ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER.
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS. SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES AND. SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE..
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING
LE OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAM ' RUNNING BOND UNLESS O 5 S BEFORE
O
PLACING CONCRETE FOR IN -WALL COLUMNS,. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 34,
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION''..
TO CONSOLIDATE GROUT.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 329C L
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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ARCH CT
STATE OF FLORIDA
OCT 1 7 2019
MICHAEL C. ANDERSON
AR NO 17305
PRINT 10 16 19
DATE: / /
SCALE: 1/4"=V-0"
SHEET
7
-- 2x6 SUB -BAND
W/1 "x4" NOTCH a
/
END, WRAPPED IN
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/
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END, WRAPPED IN PEEL 4 STICK
ELEVATION
1
METAL FASCIA WRAF 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
1/8' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING
OR CMU
WR5 LAYER 01,
STUCCO WRAF' (FRAME ONLY)
WR8 LAYER 02, FORTIFI5ER
5UILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EC)GE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING
PLEASE SEE MAI
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"-8"
O.G. MAX.
2x SUB -BAND W/lY"x4"
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL ® WALL
SUB BAND DETAIL ® WALL
W/KICK-OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" A50vE BOTTOM OF
DRIP EDGE
2x SU5-5AND
W/V2"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 Or -
DRIP EDGE
2x SUB -BAND
W/V22"x4" NOTCH a
END, WRAPPED IN
PEEL 8 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE. FLORIDA 32901
PH: 321-802-3591
www. a b d es i gngrou p, com
IIIIlij AA #: 0003325
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"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
60 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
pll�
OCT 1Z-00ly
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 10 16 19
SCALE: 1/4"=i'-0"
SHEET
WAkj