HomeMy WebLinkAboutPLANSRfOeftD
SFP 18 ?O1g
Pefmltting p®
St. l.ucle C6Unlyent
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
MICHAEL C. ANDERSON
AR NO. 17305
A.B. DESIGN GROUP, LLC
551 S. APOLLO BLVD. SUITE 202
MELBOURNE, FLORIDA 32901
Tel: (321) 802-3591
Fax: (407) 774-4078
I DRAWING / CONTRACT DOCUMENT I
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.I. (REQUEST FOR INFORMATION) TO
THE ARCHITECT OR ENGINEER FOR CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER: AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
THE CONSTRUCTION BASED ON THE DRAWING SET.
lug
1430 CULVER C>RIVe NE, PALM BAY, FL 32907
Tal= (321) 733-7002 Fax: (321) 733-7972
DESIGN CRITERIA:
• FBC RESIDENTIAL
6TH EDITION (2017)
ABV.
A/C
• FLORIDA FIRE PREVENTION CODE 6TH EDITION
AD.I.
• NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
nnlP.
*ALL LOCAL AND STATE
CODES
BD
CL
CAB.
• OCCUPANCY
— RESIDENTIAL, GROUP R3
CLG.
• CONSTRUCTION TYPE
— VB
C
COONN C.
• MIN. INTERIOR FINISH
— CLASS B
CPT.
• BASIC WIND SPEED
— Vult=160 MPH
C.r.
D.
Vasd=124 MPH
DBL.
-EXPOSURE
— C
DG
PIA.
• 1—STORY RESIDENCE
—
DIM.
• 2—STORY RESIDENCE
—MAX. HEIGHT AS PER LOCAL
DISP.
DP.
AND STATE CODES
DR,
D.S.
SQ.FT. CALC.'S
D.W.
I, A,
LIVM
1612 SQ. FT.
ELEV.
QARAGE
432 SQ. FT.
EQ.
ENTRY
38 SQ. FT.
EXH.
EXT.
LANAI
96 SQ. FT.
F.G./FX
T.G.
TOTAL
2238 SQ. FT.
FIN.
FUR.
A/C VOLUME 14381b CU. FT.
FLUOR,
FR. DR
FTG.
GA.
GAR. DISP.
G.F.I.
GL.
GYP. BD.
H.B.
H.C.
HDR.
HGT. OR HT
I.NSUL.
INT.
LAV.
LUM.
M.C.
ABBREVIATIO
S
ABOVT,
MFR.
MANUFACTURER
AIR CONDITIONING}
MN.
MINIMITM
ADJUSTABLE
M.T.
METAL THRESHOLD
ALTERNATE
MTD.
MOUNTED
AMPERAGE
MTL.
METAL,
BOARD
N.T.S.
NOT TO SCALE
CENTER LINE
O.C.
ON CENTER
CABINET
PL
PROPERTY LINE
CEILING
P.B.
PUSH BUTTON
CLEAR
PH,
PHONE
CONCRETE,
PLT.
PLATE
CARPET
PLYWD.
PLYWOOD
CERAMIC TILF
PR.
PAIR
DRYER
P.T.
PRESSURE TREATED
DOUBLE
R.
RISER
DUAL GLAZED
RAD.
RADIUS
DI:AMETER
R.A.G.
RETURN AIR GRILL
DIMENSION
REP.
REFRIGERATOR
DISPOSAL
RM,
ROOM
DEEP
R.O.
ROUGH OPENING
DOOR
S.C.
SOLID CORE EXT DR
DOWNSPOUT
S.D.
SMOKE DETECTOR
DETAIL
S.H.
SINGLE HUNG
DISHWASHER
SHE.
SHEET
EACH
SHTHG.
SHEATHING
ELEVATION
SHWR.
SHOWER
EQUAL
SIM.
S54B.AR
EXHAUST
SI_
SLIDING
EXTERIOR
SL. GL.
SLIDING GLASS
FIXED GLASS
STD.
STANDARD
FUEL GAS
SWS
SHEAR WALL
FINISH
SECTION
FLOOR
TEMP.
TEMPERED GLASS
FLUORESCENT
THK.
THICK
FRENCH DOOR
T.O.C.
TOP OF CURB
FOOTING
T.O.P.
TOP OF PLATE
GAUGE
T.O.S.
TOP OF SLAB
GARBAGE DISPOSAL
TYR
TYPICAL
GROUNDFAULTU.N.O.
UNLESS NOTED
CIRCUIT INTERRUPTER
OTHERWISE
GLASS
V.P.
VAPOR PROOF
GYPSUM BOARD
W.
WASHER
HOSE BIB
W/
WITH
HOLLOW CORE
WD.
WOOD
HEADER
WDW.
WINDOW
HEIGHT
W/H
WATER HEATER
INSULATION
W.I.
WROUGHT IRON
INTERIOR
LAVATORY
LUMINOUS
MEDICINE CABINET
REVISIONS
DATE DESCRIPTION
01/08/18 BID SET ISSUED
OIA5/18 201-1 FBC UPDATE
01/29/18 BID SET RE -ISSUED
04118AS FOOTING REVISION FIER M. SOWES
02/22/19 PLAN MAINTENANCE
03/28/19 REVISED LINTEL SIZE AT FRONT ENTR7 DOOR
04/24/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON
04/24/19 REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE
06MAS I ADDED LED LIGHTS B KITCHEN t BATHROOMS PER MARK SORES
INDEX OF DRAWINGS
ARCHITECTURAL SHEET
PG
CS -COVER
SHEET
PG
GN-GENERAL
NOTES
PG
Al -FLOOR
PLAN
PG
A2C-ELEVATION
"C"
PG
E1-ELECTRICAL
PLAN
PG
P1-PLUMBING
PLAN
PG
D1-DETAILS
PG
D2-DETAILS
PG
WAl-WALL
ASSEMBLY
DETAILS
PG
WA2-WALL
ASSEMBLY
DETAILS
PG
WA3-WALL
ASSEMBLY
DETAILS
PG
WA4-NOT
USED
PG
WA5-NOT
USED
PG
WA6-WALL
ASSEMBLY
DETAILS
STRUCTURAL SHEET
DESCRIPTION
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
soccer
PG S1-FOUNDATION PLAN
PG S1.1A-DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S3-FRAMING PLAN
PG S3.1A-DETAILS
PG S3.113-DETAILS
PG S3.1C-DETAILS
PG SN1-DETAILS
PG PAI -PRODUCT APPROVALS
FILE COPY
DESCRIPTION
SCANNED
BY
St. Lucie County
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
U
O
E.
C.�
4
F
A
F
ti
svaazsv. ee LOT:
CREEKSIDE
LOT 70
PROJECT
4321.000 070R1
MODEL:
4EAB
"1672- ARIA"
GARAGE s'VfMG:
LEFT
PAGE:
COVER
SHEET
60 MPH EXP. JC
ARCHITECT-
STATE OF FLORIDA
I(WII
MCHAEL C. ANDERSON
AR NO 17305
rsul'l A 08 5 19
DATE: / /
SCALE: 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) .AND IN CONJUNCTION WITH ASCE 7-10. 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 ATTENTION
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.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
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
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER,
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 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 OF 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 '/2 -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 '/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1.
REFER TO THE SOILS REPORT FOR SPECIF
IC 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 WA
LS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS V
lITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATIOP
1.
3.
ELEVATIONS SHOWN ON THE SITE DRAWIN
GS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4.
NO EXCAVATION SHALL BE MADE WHOSE I
EPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF TI
iE 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
MRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
BUILDING SITE SHALL BE KEPT DRY SO TH
T EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6.
COMPACTION BY FLOODING OR JETTING ISS
STRICTLY PROHIBITED,
7.
DO NOT BACKFILL UNTIL SLABS HAVE CUR
D OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0"
EYOND NEW FOOTING LINE,
9.
THE GENERAL CONTRACTOR MUST TAKE K
EASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10.
THIS BUILDING IS NOT DESIGNED TO BE CC
INSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAE
WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING
LL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES,
11.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED
WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING,
12.
TERMITE PROTECTION SHALL BE PROVIDE
BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIE
D TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TR
ATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTI
TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED
EST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLET
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
TREATMENT IS IN ACCORDANCE WITH RUL
S 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-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/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" 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, %" 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-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063-11AAND 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.
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S/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.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS)
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
CONTROL DATE: 07/23/19 (CM)
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
U
w
0
F
D3
w
C
F
A
SiTBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL
4EAB
"1672- ARIA"
GARAGE S WING:
LEFT
PAGE:
GENERAL
NOTES
60 MPH EXP. C
ARCMTECT.
STATE: OF FLORIDA
MMAEL C. ANDERSON
AR NO 17305
DATE 08/5/19
1 SCALE: 1/4"=1'-0" 1
SHEET
GN
OOWOMNr AND CLADDM WIND LOADS
BASIC WIND EVOSM FOR 3 SECOND GUSTS
OPBow
AND TYPE
SOUAFE
FOOTAGE
ZONE
180 WH WM M
RBMM
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/-38.0
16010 O.H.D.
112
5
30.9/-34.4
SOFFIT
N/A
5
31b/-388
-682S/
IF
ROOF TILE
N/A
3
-582S
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 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. CONpOL DATE 03/20/2
V
m
oil
12'-0"
OND
(2) 3052-5H
OWNER'S
8'-V CLG.
(2) 3052-SH
711
-`r�-------------
LANAI
DININ� 8 -8 CLG.
ROOM I
8'-8' CLG. I I
l2J 3052-SH I
6'-6" 3'-10" 3'-4"
i
G.
JIR Ti.�0.
9 ¢x. �I I GREAT ROOM
�� W-8' CLG.
---�� O ° ° �— C•V.� ,� -- Ba. CLG KITCHE >A3' 0" 3'-10" i3'-0" 11 3'-9" 3' 8" " 4'-4" 41'
1 Q uu._� i 1-
I
J N I 2X6 - --
I
0.
BATH 3-sH j�4i�C�j `^ BDRMA3
8'-8' CL& LAv. S'-8' CLG.
®
il I
il I
LL----J
� _4
LAY. iiif 1 -, Al vlI
36'x60' ii u� i
SHWR PAN
3-SW
wH. LA . 1R=15H
8'-8' CILG.
I ATTIC I I I 1 a BATH #2
L —4CCE56L J B l y e W-8' CLG.
VII Al V j2d)-t'
Av.
VBOLLARD r all ,
AS REQ.
PER BLDG. v C I I IR-1SH
CODE`-
V. — —
DYER s
GARAGE -8' CLG.;
8'-S' CLG. �
3068 W 3'-5 2'-4' 6' 8°
� 36'XI2" NS.
F� . _--_ - F
.T.
HB BDRM.#2
6 8'-8' CLCx
NTRY
(2) 3052-5H
16 -0 X7 -0 O.HD. EGRESS
- - - - - - - - - - - - - - - F.
ARCH
2' 4'_4 '_01 2'-61 S 6
8'-4"
11
u
EXTERIOR MASONRY
WALL BRCS. HEIGHTS
I-1
8'-8' BRCrt.
DBL.
TOP
PLATE
SQ.FT.
CALC S
LIVING
GARAGE
ENTRY
LANAI
1612
432
38
96
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
2238
SQ. FT.
A/C VOLUME
14381.6
CU. FT.
I
BAR DETAIL
A SCALE:
BAR
ARCH ITL.
B SCALE: I/2 1'-0'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
FLOOR PLAN
SCALE: 1/4'
NOTE-
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL ,STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE-RATI=D DOORS.
S. APOLLO BLVD,
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
w
0
F
G
�1
Q
ti
a
64
ti
SVBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL
4EAB
"1672-ARIA"
GARAGE STING:
LEFT
PAGE:
FLOOR
PLAN
60 MPH EXP. C
ARCH'11=C
STATE OF FLORID
MICHAEL C. ANDERSON
AR NO 17305
PRINT 08 5 19
DATE: / /
SCALE: 1/4"=1'- 0"
SHEET
Al
BLDG. HGT.$
1�6
4' RAISED SAND
0p
OPT. COACH
LIGHT g
� A
0'-0" FIN. FLR-
^
�1 VM I
if TILES
A�
FJDL%,ONT ELEVATION
SCALE: 1/4 = I'-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FSCR R-I03.4
8'-8" BRCS, HGT.
1'-0"
4B
A
Tom.
II
0'-0" FIN. FLR. .
8'-8" BRCn. I-IC�T.
0'-0" FIN. FL
OFF RIDGE VENT
1�6
I-ICsT. 8_8" Bi2Cs. I-ICsT.
BRCS. H4GT.
1'-0
-0" FNi FLR. 0'-0" FIN. FLR.
OFF RIDGE VENT
1�6
REAR ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
---------------s------------- i--------------------- ---
LEFT EL VATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
I
OFF RIDGE VENT OFF RIDGE
RIGHT ELEVATIION
8'-8" BRG. H4GT.
Il_o"
I 415
A
li
{,0' FIN. FLR-
BRCi- HGT.
BRCY. HGT.
48
TYP.
II
_ Y01_0" FIN. FLiR.
REVIEWED FOR
I CODE COMPLIANCE
\ 8' ST. LUCIE COUNTY
- BOCC
DECO. DETAIL
�0'-0" FIN. FLR.
FILE COPY
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(netfree area)
TOTA{ #OFVENTS REQUIRED = 3.23
TOTAL#OFVENTSPROVIDED = 4
sOFFITVENTP:A'TION AREA 7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFITREQUIREC 63.58
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
hW
0
4
I
SVBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
ELEVATION "C"
tt,160 MPH EXP. C
mmmmmommoor
ARCHITECT
STATE OF FLORIDA
r21����
MICHAEL C. ANDERSON
AR NO 17305
D TE 08/5/19
SCALE: 1/4"- l' — 0"
SHEET
A2 C
s .
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
- e
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
110V OUTLET
T/! OF OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
EOWPED WK~ FAUL
INTERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CON'IECTION
F T
GFI
OUTLET
IINTERRUPTERGROUND
SWITCH
SWITCH
3-WAY OPE .
t�4
SWITCH
4-WAY OPER
t�i�
WALL MOIPITED
I�
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
WALL SCONCE
PRE -WIRED
eVENT.
FAN
I OEM PER sa FT.
VENT. FAN
W/LIGHT
I CFM PER Sd FT.
YAFIIT LraHT
FIXTURE
(SPEC'S TTSD BY
IXIILDEIV
MSCENT FLUORE
WRAP
®
LIGHT
AROUND
ADD
(RECESSED)
®
41X2'
FLUORESCENT
LIGHT
2-BULB WRAP
AROUND
(SURFACE MNT.)
T FLUORESCENT
W FLUORESCENT
p p��
AAa
E
4' TRACK LIGHT
m
PANEL
OWN
METER
OSMOKE
SD.
DETECTOR
BAIT. BACK-UL"
ul/ HARDWIRE
WALL MOUNTED
BATT. BACK-UP_
SU7.
SMOKE DETECTOR
W/ HARDWIRE
® S/CO
CARBON MONOXIDE,HARDWIRC
BMOCE DETECTOR
BATT BACK-T IP V
INTER -CONNECTED
SHALL BE A DISTANCE
COMBD
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
L�
fl/
NATURAL GAS
OUTLET
`
TELEPHONE JACK
WATER HEATER
TO BE ELEVATTE2
DISCONNECT
AIR CONDITIONING
DISCONNECT
TV
TELEVISION JACK
CEILNG BOX;SMIRE
OJ-BOX
TO BE SUPPORTED N
AC 01il GE W/ BOX
MARKED AS SUCH FOR
CTION
CEILING BOX
N
70 15E SUPPORTEDlIN
CEILING FAN/LIi
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
AnA•Q
24' INCANDESCENT
LIGHT STRIP
nno
36' INCANDESCENT
LIGHT STRIP
nnnnnnnn
0
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
oPT. SECURITY
KEYPAD
HE P.B.
PUSH-BUTTON
FOR CHIMES
��►
Ue6 Poor
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED • HOMEOWNER Pam -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO ME ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF FMCR
6TH EDITION (2011) 4 NEC 210.12 2014 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GPI a ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION M15013 FBCR 6TH EDITION (2011).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
SONNEL ON FMDRS
• WIR HOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR ETA ED (201V
• ALL LAMPS SHALL
BE SELECTED BY BUILDER AND
1516 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PAR
F5, ENERGY CNWRVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011. 6th EDITION R404.1
METER
FIELD
VERIFY
LOC.
---------- -
I
PRE -WIRED CEILING
CLG FANL. MTO. LIGHT
OWNER'S I TO BE
SUITE INSTALLED,
PROVIDE I
J-BOX FOR
OPT. FAN
\\ s®o DINING
PRE -WIRED �� ROOM �lv
CLG FAN
HOOD WIRE W/
OUTLET FOR S.D. /
FUTURE MICRO. Q _, / GFI
Lr ;�\ L
EIS GPI• a + I1 �( PRE -WIRED
SWITCH IN
W.I.C. \1 —¢ I CABINET ,�� T CLG FAN
\ KITCHEN /
� GREAT ROOM Z
I
( — AGFI
0.
_-BATH IL
BDRM.#4,11
�\ A-
F1� \ GFI LAiCJ
LAUN.
a / PRE -WIRED
0 CLG FAN
]I
�
G42' GFI �j • - I ;� i� ------ C
WH "�';o,�.F. �44 AFF, r �PAB. FORGARAG
I r
—'� DOOR E j BATH #�j
I I 1
BOLLARD AS REQ. WALL MOUNTEDPER
COPE BLDG. LIGHT W/SWITCH IN ,/ L
ATTIC y i
KEYLESS S/C
FIXTURE FOYERI
I
1w GFI \ \
Q CLG. O S.D.
IL OUTLET i �\ BDRM.#2
IRRIGATION I
D r [ \
OUTLET a /F.P.---FOR
48' Ai / I � C;
c
GFI GARAGE �� j
PRE -WIRED
CLG FAN
- ENTRY
OPT.
COACH _� ������
LIGHT ----------
ELECTRICAL PLAN
SCALE: 1/4' = I'-0'
LED LIGHTING
WP Panel MAIN - A
PANEL: 6116wp crt. breaker VOLTAGE: 12D7240V-1Ph MAIN: 150 Amp M.C.B
FEEDER'.3-#1 Cu THWN&1-#6Cu(G)m111 C. OR 3-#2f0ALTHAN&1-#6Cu(G)in11/ C.
Description I watts I Circuit 1 1 circuit 1 Wales 1 Description
#v t �n r.-y,l.odb sr ,-[Ti = I 1 . , I
#t: ? �n;nnl' mn Fii�nu
PANEL - A
PANEL: 42 crt. bri V OLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER. 3 #1 Cu THWN & 1- #6 Cu (G) in 1 12" C. OR 3- #210 AL THM & 1- #6 Cu (G) in 1 12" C.
Wire
Pole
Skr
Description
Warts
Circuit
Circuit
watts
Description
Bkr
Pole
Wire
6 12
1
J
omall Ap111a oe
'I ';u
8000
Nanye
bu
2
48
#t2
1
,n
mill-, -. Iluu.l"1
1. nn
a
-
#1i
1
'0
'•.=,p:ais1°"
00
451.0
'N:dar '.al ei
25
J
*10
#7'
1
10
R-tit, l I
1
8
012
0Ii
01_'
1114
1
1
1
1
'u
it
A,
rininu1 eva-leeAFC _
ks r rt _
J1rot l r Lanai T in: L 9ri:s
_ u
1200
'I
A,
9
..
18
I :
'':
_
In
)u
1"Cu
tn0
L.1sal°F"
LI a herBFl _
DryerGFl
21)
2u
4V
1 _
1
2
02
#11
#10
v
8
1500
W-'c"'GrI
PO
#tt
#14
1
--TA (j J 41-1
n
19
ll 00
t rauor ,i . Poneri FI
,0
1
*12
#1:
1
0
1 r- I sRecepl les GFl
20
'I
#12
_
1 1 e_
s
1 _
b00
u0!I
"
c:-e ut6AFCl _
Vwnafs e lo%= AF 'I _
C a it 1 ndRe, 11GF1
♦rev. -t n 11
15
16
211
,
1
1
,
#14
111Li
I'll
10
SlN GLE
LAV .
® BATH 02
—
A AH I
Load 5u4ec:o dema d Is", :dlUel
Demi Factor Ca Iati<
r a1 Ibie:tt dnn:'mb;r
I 1 .rtF v i5l
I ntalnina watt= at F .
n .ota: L a::.:-.ts
I_
I
�
1
I
I
I
I
a
I
I
I
I
�
I
LED LIGHTING
C60 DOUBLE LAV.
OWNER'S BATH
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE MCR 6tH
EDITION (2011 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
*2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 Pi
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
5120 A
v=c-
hna rv'e ,uL Load SLtr:ttO Clenloni kCtnr oalaulahunsll Una
'!'!I ABBREVIATIONS:
AFCI: ARC FN Ur CRCLIR NTERRUPTER
NC: NONCONCDFNTLOAD
24U GFI: GR.;+UND FAULT INTERPUP TER
woo
LOAD CALCULATION IS SASED ON A/C NON -COINCIDENT LOAD
in ra. L:s e I 5016
Hl- 1ts _ 1 M 6ow/Light at 100%_ _ 65
' t - n a L t �.' att=� I An.,
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3
04/0 AL, THU N + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANCs.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
GABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 #4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6tH
EDITION (201.1).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
rQ
W
jai
V
In
In
yF
R
03
Q
E
A
V
[SUBDIV. 8g LOT:
CREEKSIDE
LOT 70
PROJECT:
4321.000 070R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SUING:
LEFT
PAGE:
ELECTRICAL
PLAN
60 MPH EXP. C
ARCH(i
STATE OF FLORIDA
V �v
MICHAEL C. ANDERSON
AR NO 17305
PRINT
]DATE: 08/5/19
SCALE: 1/4"=1' — 0"
SHEET
El
lio
0
0
L-
m
N
a
F — -
it
+I-
PLUMBING PLAN
SCALE: 1/4 = P-0'
0
2'-g" 2'-9"
a
KITCPEN
SINK W/
AUTO VENT
2' V.T.R
JIB
2 2, I I/2 ,1
11/2' i I
1 1/2° i
11/2' ,
�,I - 2
2 1 1/2' --- �1 E/2'
I i
REVIEWED FOR
CODE COMPLIANCE
S T . LUCIE COUNTY
BOCC
FILE COPY
2' V.T.R J!�
2 � 11/2'�
1 1/2'->�' I /
/ I �1 1/2'
r
21 I
TUE3 I
3, TO
3' MAIN
4'
PLUMBING RISER DIAGRAM
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
V
W
O
y�
U
Gl
W
4
F
A
ti
IF
tMDIV. 8e LOT:CREEKSIDE
LOT 70
ROJECT#
4321.000 070R1
ODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
PLUMBING
PLAN
60 MPH EXP. C
so
ARCHITECT.
STATE OF FLOM
el�lcl-�
MICHAEL C. ANDERSON
AR NO T7305
NP
ATTE: 08/5/19
ALE: 1 /4"=1' - 0"
SHEET
1
F
W
y
U
Z
F
4
D3
4
�
c
A
0
FF
sysDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
H VAC
PLAN
160 MPH EXP. C
rrcaan-a 08 5 1
DATE: 9
SCALE: 1/4"=1' - 0"
SHEET
1/2' CLG.
DRYWALL
SURE BT. —
ATE TO SLAB
10d MASONRY
IL s 32' O.G.
-0'
d. FLR.
nvw CI At=
1SS
2X4 WOOD
STUDS 624'
O.C.
SLAB
NU I >_- 0 1 ULJS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN lb" O.G. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O.G.
TYP. INT. WALL (NON— BRG.
SCALE: 3/4' = I'-C'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON in OS$. SHEATHING
OR J' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER77Y
11
11
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND-
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FL
5/8' GYPSUM BOARD ;
OR 1/2' HIGH
STRENGTH CLG.
BOARD
PER ELEVATION1-7 _
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
J _ - - —
R-4.1 INSULATION
WINDOW ATTACHMENT
SPECIFICATIONS
PER MANUFACTURES
SPEGIFIGATIONS
REFERENCE
STRUCTURAL
1x2 P.T. FURRING
STRIPS 0 24' O.C.
S' CMU
1/2' GYP. WL. BD-
WOOD BASE
I
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON O.S.B_ SHEATHING
OR COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
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
I
ti W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION c305.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:12, A
(-5�1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
SCALE: 3/4' = I' -O'
IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR C3REATER, (I) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE II,
,45TM D 486S TYPE IV, OR ASTM D
6151
CAUuc AND SEAL
GAS LINE
i' PVC SLEEVE FOR GAS LINE
a Cm
tog GYP. U - BD.
-WOOD DASE
2 GAS LINE THRU BLOCK
D1 SCALE: v.'.r_o
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON �j' O.S.B.
SHEATHING OR is CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
jj"
2x FASCIA PER
ELEVATIONS I
VENTED SOFFIT J
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT—L---
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR,
S' CMU
1/1' THICI(, 7 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALV.STEEL`
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV. STEEL
APPROVAL REa
VERTICAL TRACK
1' MIN.
BY MAUF.
SLIDE
FASTENED TO
ROOM
TRACK BRACKETS
W/PRODUCT
APPROVAL REQ.
COINER BEAD
a' CHU SEE
STRUCTURAL FOR
REINFORCEMENT
2x& P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa.
SEALANT
BACKER ROD
USATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
GARAGE DOOR JAMBS
SCALE: 1 1/2"= V -0"
2x BLOCKING BETWEEN TRUSSES
PER STRUCTURAL DETAILS ---
STIFFBACK AT ALL UPRIGHTS
i PER STRUCTURAL DETAILS
I -m PRE-ENG Wp. TRUSS
TYF'.
O.N.
PER ELEVATION
7
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERCsY CODE FORMS FOR —
INSULATION R-VALUES
PER ELEVATION
5/8' GYPSUM BOARD OR 1/2'
TRENGTH CLG. BOARD
A W WINDOW OPENING
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
lx2 P.T. FURRING
STRIPS o 24' O.G.
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON �,' O.S.B.
SHEATHING OR J' COX
PLYWOOD SECURED PER
0, 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
0'-0' FIN. FLR
REVIEWED Fc)R
CODE CCMp-LjANC
ST. LUCIIE COUNT'
R0CC
FILE 'COP'
RECETVEg
NOV 01 2019
ST_Lucie county, Perm
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
vi
914
w
o
a
a�
U
w
�
q
w
F
M
A
9
ti
SVBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
00
ARCHrmcT:
STATE OF FLORIDA
OCT "17 2di
MIC HAEL O. ANDERSON
AR NO 17305
DATE 08/5/19
1 SCALE: 1/4"=10-0"
SHEET
SECURE 2x6 MIN.
W/ 2'X2'Xlb WASH#
GARAGE DOOR I
0
L
LI
C]
I ELK W/ (2),151W A -BOLTS 4' EMBEDMENT MIN.
AND NUT SPACED EVENLY FROM FLOOR
IN JOINTS PRIOR TO FILLIksp-
I
'SECURE 2x4 ON 1
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
VXS' A -BOLTS 4' EMBEDMENT MIN
W/ 21X2'XIk WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR PDR. IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK • CENTER OF
DOOR HEADER W/n))vx8' J-BOLTS
4' EMBEDMENT W/ 2'X2'XK' WASHER
AND NUT.
ALL ANCWORS SHALL BE IN ACGOFlDANCE TO
MANUFACTURER'S NSTALLATION INSTRUCTIONS WHET
SUCH INSTRUCTIONS AID MORE STRINGENT
GARAGE DOOR
BUCK ATTACHMENT
D SCALE: VJ'•I'-®'
8' CMU
ii' DRYWALL
1'X4' OR I'X2' P.T. NAILER
❑ lx4 P.T. OR b/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-Y4' INTO BLOCK
❑W/ %(6' TAPCONS
F(MIN- SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Y4'
WITHIN 8' OF EACH END 4
18' 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 Y41)
DOOR JAMB TO BLACK +3/4 OR +5/4
(WINDOW TO BLOCK +3/4 OR +5/4
" SCALE: N.TS.
2X4:
SECURE TO BLOCK W/ 3f5
TAPCONS OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
IS' O.G. MAX SPACING.
2X6:®
SECURE TO BLOCK W/2-%-
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') —
WITHIN 8' OF EACH END 4
IS' O.G. MAX SPACING.
2X&:cm
SECURE TO BLOCK W/2-n6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH ENDY
18' O.G. MAX SPACING.
8' CMU
❑" DRYWALL
I'X4' OR I'X2' P.T. NAILER
r-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 +1-1/2"
WINDOW TO BLOCK +1-1/2"
" SCALE: N.TS.
2X4=
SECURE TO BLOCK W/
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
18" O.G. MAX SPACING.
NOTE: STRUCTURAL 2X
2X6>�
MUST BE ON OUTSIDE 4
SECURED THROUGH
SECURE TO BLOCK W/2-3i{ti
TAPCONS
NON-STRUCTURAL,'
(MIN. SHANK SIZE
TAPCON MIN. I-Y4'
.145
MIN. HEAD SIZE .300
EMBEDMENT INTO BLOCK.
MIN. EMBEDMENT I Ya')
8' CMU
)�' DRYWALL
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
1'X4' OR 11X2' P.T. NAILER
2X8:®
❑
SECURE TO BLOCK W/2-){6'
-X" O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END ;
ATTACH TO 2X PER
15' O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED V4')
DOOR JAMB
TO BLOCK +1-15//16"
i1 WINDOW TO BLACK 4"
SCALE: N.TS.
2X4:®
SECURE TO BLOCK W/ Wb,
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y41)
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6am
SECURED THROUGH
SECURE TO BLOCK W/2--Xg
NON-STRUCTURAL '
TAPCONS
TAPCON MIN. 144'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8" OF EACH END 4
8' CMU
18' O.C. MAX SPACING.
DRYWALL
2X8
❑'
I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-1(6'
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.
V O.G. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
DOOR JAMB
TO BLOCK +2 1�4'
�— WINDOW
TO BLACK +2 1/V
�" JSCALE: N.TS.
2X4=
SECURE TO BLOCK W/ Ws'
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
2X6cm
SECURED THROUGH
SECURE TO BLOCK Ul/2_W..NON -STRUCTURAL W%'
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN HEAD SI
ZE 300 8' CMU
MIN. EMBEDMENT 1 Y4') V DRYWALL
WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER
❑2X8
SECURE TO BLOCK W/2-W6'
TAPGONS 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
18' O.C. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SWIM AS NEEDED TO Mlrft JAMS, = NOT EXCEED X.)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3-
'ALE
SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/ �16'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
IS' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL 3{e
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. I-Y4"
.145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN 8' OF EACH END 4
8' CMU
18' O.C. MAX SPACING.
%(t° DRYWALL
2X8:®
❑
-I'X4' OR I'X2" P.T. NAILER
SECURE TO BLOCK W/2-%-
- 2ND 2X SECURE TO
TAPGONS(MIN. SHANK SIZE
STRUCTURAL MEMBER
.145
W/(2)l2d WITHIN 8' OF EACH
MIN. HEAD SIZE 300
6
END 4 ' TO 8' O.G. MAX
MIN. EMBEDMENT I Y4')
DOOR CASING
WITHIN 8" OF EACH END 4
DOOR JAMB OR WINDOW
18' O.C. MAX SPACING.
-ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +T
WINDOW TO BLACK +T
SCALE: N.TS.
2X4cm
SECURE TO BLOCK W/Y4'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4
18' O.G. MAX SPACING. SECURED THROUGH
2X6:® NON-STRUCTURAL 3/(6"
SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4'
TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK.
.145
MIN. HEAD SIZE 300 8" GMU
MIN. EMBEDMENT I Y4') 8 DRYWALL
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILEREVIEWED FOR
2X8 CODE COMPLIANCE
SECURE TO BLOCK W/1-1/4' X6' OSB. X 4' MIN.
TAPGONS ST. LUCIE COUNTY
(MIN. SHANK SIZE .145 DOOR CASING BOCC
MIN. HEAD SIZE 300
MIN. EMBEDMENT i Y4') DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
IS' O.G. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMP JAMS, (DO NOT EXCEED Y,')
DOOR JAMB TO BLOCK +3-7/16"
%r1 WINDOW TO BLOCK +3-7/16"
" SCALE: N.TS.
2X4=
SECURE TO BLOCK W/)/4-
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
ENE) WITHIN 8' OF EACH E4
NOTE: STRUCTURAL 2X
18" O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/1-1/4'
NON-STRUCTURAL 3(6°
TAPCONS
TAPCON MIN. 1-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
O.C. MAX SPACING.
❑
I'X4' OR I'X2' P.T. NAILER
2X8»
'
SECURE TO BLOCK W/1:JiTTACH
' P.T. X 4' MIN.
TAPCONS
OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END
DOOR JAMB OR WINDOW
IS° O.G. MAX SPACING.
TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4 )
DOOR JAMB TO 13LDCK +3 3/4"
%r1 WINDOW TO BLOCK +3 3/4"
,, SCALE: N.T.S.
FILE COPY
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
h
U
W
Dl-
F
U
W
C
F
A
SLT7B3DIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT*
4321.000 070R1
MODET :
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
08/5/19
I SCALE: 1,/4"=1'-0" 1
SHEET
0
REVIEWED FOR
O1. FOLD IN"ND • IM A O 1. FOLD INWARD • PT. A CODE COMPLIANCE
2. CREAN * Fr.
0 KIC KO UT ST. LUCIE COUNTY
® DETAIL BOCC
FOLD
.,b.
® 1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
OL FOLD nNIuARP • O 1. F04-D ,,,,,,,,,, V . PT. A - WOOD SHEATHING OR CMU
Pr. A
:. CREAM • It. B WR5 LAYER 01,
7. CREASE • Pr. ° s. cIFAeE • Pr. c STUCCO WRAP (FRAME ONLY) FILE COPY
9. CREASE • Pf. C 4. FOLD Pr. C OVER M.
B TILL PT. C TOUCFES
°OTTOM FLANGE ® pI
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2" 2 COAT
CEMENT PLASTER (CMU)76 EGEN
METAL LATH (FRAME ONLY) Lij
® ®�D ® LAP WR5 4 TAPE OVER DRAINAGE f=LANE (UJR5
• m. BOTTOM ROOF/WALL SCREED FLANGE ARWnw-rr LA1I� fR#1, STUCCO WRAf=)
NOTE: SEAl.- FOLD, Ma
elina,T.
IF ZIP SHEATHING SYSTEM 15
INSTALLED,PLEA5E SEE PTRITER3COATCEMENT 5AL 'L' TYPE CONTINUOUS WR5 ,�A, rER � ifORTIf15ER — — — — — PLASTER PLASTER
(U, 1/2' s soar GALV. METAL FLASHING r /�
MANUFACTURERS CtM L,°CASTER FO Z (NAIL TO ROOF DECK, NOT 5U I L D INCB 'AFE R)
INSTALLATION PROCEDURES U1R0 LAYER 4, FORTIPfBER �n �
BUILDING PAPER aW E ONLY) WALL SHEATHING)
U1RB LAYER M,
CAP SHINGLE - DO NOT NAIL, 1" IETAL LATH X X X X
STUCCO aWRAP (PRN-E ONLY) INSTALL WITH ROOF CEMENT
' 4\'i: •i� �" �' LAP LAYERS OF BUILDING WUP
4,i, ? OVER NAILING FLANGE, STOP
fJ e�;i'.~i„s USE AFFRPX Ili' ABOVE
BSTUCCO
BUNGLES (FRAI'E ONLY/ p, - -
PRAM OR CM
.•KGB•• EXTERIOR \
a �I ROOF CEMENT _ -
u1oLL FLASHMG c ROOF PER ELEVATIONS WOOD SHEATHING
o %— /OR 7/16' ZIP SHEATHING SYSTEM
' c P �'LOIU1i FLASI-ZING (NM b, t�1 S � L � ` I!~t a../ �f E V 1 Y E 1— L A S I� NG � —
NOTE:
IF ZIP SHEATHING SYSTEM IS NOTE:
INSTALLED, PLEASE SEE
MANUFACTURERS 1IETAL LATH: LATH TO BE FER SECTION
FELTUNDERLAYMENT y� INSTALLATION PROCEDURES
— WATER TIGER SEAL (BEND OR
BOLDER. DO NOT GIUTU R1O3.-I.1 / ,4ST1�I C-8��'-O9, 1�'IN, 2.5 LDS.
dQ¢� INSTALL KICKOUT
SHINGLE RDOFMG 8R0 ING AT]JAI 11 �IONOM 6 OF ROOF 4
i# DRIP ED: OYEIRLAP 9',
1=ER ea. `rARD (UTILITNr, OR N01�-IINAL
E)REJD 1/2' BF10IU
0 EAT44M MECHANICALLY FASCIA WRAP L T DOES NOT 1"I T S C I I C,� T I ON S)
!FASTEN 4'°`-MAX c� " L" FLASHING
0 N.T.S.
5515. APOLLO BLVD,
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
W
0
F
U
y
W
O
F
A
SL7BDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
/ "
MICHAEL C. ANDERSON
AR NO T 3305
Dpp 08/5/19
SCALE: 1/4"-1'-0"
)4i_i;:
STUCCO
FINISH
L' SELF ADHESIVE
OVER TOP 4 SIDES
'I/16' ZIP SHEATHING SYSTEM
SELF INSTALLED PER MANUF. SPECS.) OR
FLASHING
WOOD SHEATHING
WRB LAYER *I,
UNIT STUCCO WRAP
PREMANUF. DRYER WRE LAYER "2, FORTIFIBER
_ VENT CAP (SET IN
BUILDING PAPER
CONT. SEALANT) METAL LATH
WOOD T/e' TEXTURED
Ii FINISH OOD
CONSTRUCTION
SEALANT g FASTEN TO WOOD STRUCTURAL
TOP 4 SIDES
MEMBER • l' Or, MAX
a' crn.t � i �'
Ye' TO 1i' MID -WALL
WEEP SCREED
�B DRYER VENT (BLOCK) _ Z�
Za
J
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
- — —
BUILDING PAPER TEXTURED
OVER FINISH • MASONRY
FLASH' QUICK B HORIZONTAL WEEP SCREED
FLASH' r — — —
� � � FRAME TO BLO C K�
PIPE THROUGH
WALL NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED P LEAS E SEE
MANUFACTURERS
6' SELF ADHESIVE INSTALLATION PROCEDURES
FLASHING: (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
all
UNDER 'QUICK FLASH'
NOTE: WRB LAYER 01, ►
IF ZIP SHEATHING SYSTEM IS CUT OPENING IN STUCCO WRAP
INSTALLED, PLEASE SEE APPROVED HOUSEWRAP
MANUFACTURERS FOR BOX INSTALLATION Au
INSTALLATION PROCEDURES
CUT "XI INTO
A VENT PENETRATION RB LAYER "1, SELF -ADHERING \x REVIEWED FOR
SCALE: N.TS. STUCCO WRAP MEMBRANE FLASHING DE COMPLIANCE
APPLY SELF -ADHERING: • LUCIE COUNTY
WOOD SHEATHING MEMBRANE FLASHING: BOCC
I OVER BOX AND OVER
APPROVED WRB LAYER
_ - S T F #1 e T � #2 FILE COPY
- APPROVED
- HOUSEWRAP —
BELOW WRB LAYER *I,
ELEC. METER 'FIELD 1 stucco WRAP
VERIFY LOCATIONELEC. METER FIELD
VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING:
NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING:
ENTERS BOX, OVER
APPLY STUCCO SCRATCH COAT AF LY TO FACE SELF -ADHERING:
a E
AND ON (1) FLASHING
E A NGs o LAYER OF PAINT VER
PRIOR TO INSTALLING ELEC. APROVED i
METER
HOUSEWRAP
WRB LAYER 02, FORTIFIBER
• CAVITY TO BE FILLED .BUILDING PAPER
WITH RIGID POLYMERIC 5TEF #3
LEGEND- ISOCYANOTE-POLYBLEND FOAM _
('GREAT STUFF" OR SIMILAR)
DRAINAGE PLANE (WR5 APPLY A SILICON ELASTOMERIC
BASE SEALANT AT POINT COATING: OVER
LAYER #1, STUCCO WRAP) THAT ELEC. WIRE PENETRATES STUCCO/ C.V. FINISH
APPLY E-Z BEAD .,,,,,,, o�A (SEE TYPICAL WALL
WRB LAYER 02 (FORTIFIBER - - - - _ OVER 60 MIN b•e-�� sEcTlow
BUILDING PAPER) AREA TO RECEIVE .
STUCCO SCRATCH COAT FELT -PROVIDE « METAL LATH
00
SEALANT AT ALL o' a�
METAL LATH X—X—x—X 4 1 COAT OF PAINT W/BACK- SEALANT
JOINTS AND o�
ROLL PRIOR t0 INTERSECTION: ;° "�.a
a.Q.`s�.
STUCCO _� EC. METER INSTALLATION ,�
�_PROVfIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEG.
WOOD SHEATHING _ METER CAN OR METER CAN
OR TALL ZIP SHEATHING SYSTEM COMBO OR METER CAN AND
(INSTALLED PER MANUF. SPECS)
SELF-ADHESIVE FLASHING - - DISCONNECT
NOTE: 5TEF #E� 5TEF #(o
METAL LATH: LATH TO BE PER SECTION ELECTRICAL RECEPTACLE
R-fm3.7.i / ASTM c-S4-f-m�J, MIN. 2.5 LESS. � ELECTRICAL CONDUIT PENETRATION
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
W
O
F
U
A
r
a
mmmmmmmmmm
CREEKSIDE
LOT 70
4321.000/070R1
WODEL:
4EAB
"1672—ARIA"
wAlRAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
?EtINT 08 5 19
DATE: / /
SCALE: 1/4"=1' - 0 "
SHEET
WA2
EJ
LGEN-T
DRAINAGE PLANE (I.URB
LA4rER #1, STUCCO UJRAP)
WRB LATER *2 (FORT11=I5ER - - - - -
BUILDING PAPER)
METAL LATH x x x x
STUCCO -
UJOOD SHEATHING
OR XIP SHEATHINGSYSTEM
(INSTALLED PER MANLIF. SpEcS. ) REVIEWED FOR
SELF-ADHESIVE 1=LASHING — — — CODE COMPLIANCE
ST• LUCIE COUNTY
Bocc
FILE COPY
2 1/2
BEAD
(I=ASTENER 4 5PACING I" O.C.)
cv
L47CORNER
(V
—CMu
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD @) BLOCK
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
U
W
O
F
U
r
W
4
F
A
F
ti
CREEKSIDE
LOT 70
4321.000/070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
[60 MPH EXP.
ARCHrrECT-
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
ram"&' ` OS 5 19
DATE: /
SCALE: 1/4"=l'-0"
SHEET
Zh`A3
WOOD CONSTRUCTION
BEYOND
WOOD SHEATHING WEATHER RESISTIVE
BARRIER 7
WEATHER RESISTIVE —
BARRIER •1
X 1 Ya' LAP SIDING
/6' REVEAL
6' SELF -ADHERING —
FLASHING
STARTER
GALV'D METAL
' FLASHING
im
6' SELF -ADHERING
FLASHINGs
I
I
d
WEATHER RESISTIVE
\
BARRIER 01
/ \ \
WEATHER RESISTIVE
\
/ BARRIER 02
6' SELF -ADHERING
FLASHING
\
GALV'D METAL
\ i
T FLASHING
DO NOT CAULK OR
__
SEAL OPENING
I Yi X 6' SIMULATED
WOOD TRIM MEMBER
SEAL GAP W/GAULKING
/ OR APPROVED SEALANT
SIDING TO STUCCO
Ca? BLOCK TO FRAME
TRANSITION
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-84-1-09, MIN. 2.5 L88.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
LEGS D
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIF15ER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO 1
WOOD SHEATHING
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING — —
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
N
U3
V
W
O
F
0.
U
h
4
F
A
StMDIV. & LOT:
CREEKSIDE
LOT 70
PROJECT
4321.000 070R1
MODEL
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHIT
STATE OF FLORIDA
9161�`c
MICHAEL C. ANDERSON
AR NO 17305
DATE: 08/5/19
SCALE: 1/4"=l'-0"
SHEET
2x6 SUS -BAND
W/1 "x4" NOTCH a
END, WRAPPED
PEEL 4 STICK
DRIP EDGE
1/8" TEXTURED
FINISH -a WOOD
1/2" TEXTURED
FINISH e CMU
METAL FASCIA
WRAP YS' FROM
STUCCO, I" FROM
WOOD WALL
\ i
EXTERIOR WALL
(FRAME OR CMU
�\\ NOTE: NOTCH FOR 2Xrio
SUS BAND ONLY
�\ I
( )ELEVATION -
1/8' TEXTURED
FINISH o WOOD,
1/2' TEXTURED
FINISH a CMU
I `—METAL LATH
IN METAL FASCIA WRAP WOOD SHEATHING
' OR CMU
Iv i r WR5 LAYER *1,
1 STUCCO WRAP (FRAME ONLY)
1 = WRE5 LAYER "2, FORTIFI5ER
........
\ WILDING PAPER
(FRAME ONLY)
i 1 -
I \` 2X(o SU5 BAND ROOFING CEMENT
I `
/ \
/ 1 DRIP EDGE
1 METAL KICK OUT
1
1
1
ROOF KICK OUT REMOVED
1` FOR CLARITY
\ ROOF DECK (BEYOND)
DRIP EDGE, 1" OFF WALL
NOT INTO STUCCO)
11/8" TEXTURED FINISH
/ WOOD, 1/2' TEXTURED
FINISH a CMU
2xro SUB -BAND W/1"x4" NOTCH a
1'7 END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
NOTE:
IF ZIP SHEATHING
PLEASE SEE M4
PRE-ENG'D TRUSS TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4 "x4' - O'
SCABBED TO TRUSS
W/126 NAILS 61-8"
O.G. MAX.
2x SUS -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" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
JJ/lY "x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
,ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
REVIEWED FOR
CODE COMPLIANCE
CE
ST. LUCIE CGU
Bocc
FILE COPY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
-lETAL FLASHING, WRAPPED
'11N. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
tJ/1Yx4" NOTCH a
=ND, WRAPPED IN
FEEL e STICK
ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
ti
w
U
w
0
F
w
Q
q
sVBDIV. 8a LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODLE
4EAB
"1672-ARIA"
WI
GARAGE SNG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
60 MPH EXP. I
ARCHrrECT-
STATE OF FLORIDA
MICHAEL C. ANDERS0N
AR NO 17305
DATE: ` 08 5 19
SCALE: 1 /4" =1' - 0"
SKEET
WA6
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE+-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NGVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS,
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.1INDICATED #5 BAR, EIINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE,
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1.530.13/ASCE 5-13, USING: F'm =
1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER s OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
8x6 W1.4XW1.4OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAYWREINF.TOP
MARKMWIDTHJLENGTHTTHICKNESS.
TOP REINF.
T.O.GFM-12x185's
FMC-12x18's
#5 IN CURB
VARIES
F-24x24's
FM-12x12's
TE-1's
H0'-0"
REVIEWED FUR
CODE COMPLI A ^
ST. LUCIE C UFI-v'&'Y
BOCC
FILE COPY
FOUNDATION PLAN
SCALE: 1/4" = 1'-O"
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
ti
W
U
W
0
h
4
rl
w
O
A
ti
SLTBDIV. k LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
FOUNDATION
PLAN
60 MPH EXP. C
ARCHR'ECT-
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
OB/5/19
I SCALE: 1/4"=1'—O" 1
SHEET
s l
30"
MIN. EACH WAY
MONOLITHIC FOOTING
STEEL REINFORCING IN GROUTED - --'
- STEEL REINFORCING GROUTED r
CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND �1
SPACING REQUIREMENTS } I SPACING REQUIREMENTS
_I = r `'�_— GARAGE DOOR
F m Q Il w I I w RECESS
O7U va aC �� �FM <D
a p 00 a 8" CMU WALL - CORNER BARS, SAME SIZE AS BAR w mw 8"
aC e7 - z — $" CMU WALL z - I I IN FOUNDATION WITH 30" LEG EACH W U
O -- M m — — +- 0'-0" _ WAY AT ALL CHANGES IN DIRECTIONS cA
Co TOP OF SLAB TOP OF SLAB I ) SO THAT THE STEEL REINF. IS CONTINUOUS
x MATCH AMOUNT OF CONTINUOUS BARS CURB FOR
MASONRY
J VARIES I L N
f
SEE SLAB SCHEDULE I (" UNITS SET
EXT. PORCH SLAB 4" CHAMFER (1-STORY)
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT (WHERE • •
APPLICABLE) z SEE SCHEDULE
FOR WxD, BAR SIZE
IN AND BAR QUANTITY
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
SEE SLAB SCHEDULE TOP OF GARAGE o CONTINUOUS STEEL MONOLITHIC
EXT. PORCH SLAB 4" CHAMFER (1-STORY) FOOTING REINFORCEMENT SEE SCHEDULE T Q„ OATOELEV:
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT (WHERE • • SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
APPLICABLE) Z 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
CV
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
EXTERIOR MONO -FOOTING
IOR MONOFOOTING
1
)EXTER-
2
CORNER BARS DETAIL
DOOR OPENING
SCALE:3/4"=V-0"
GARAGE SCALE:3/4"=1'-0"
3
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
Lu
I
2" CAPPED
j co NEW REINF. BAR
GALVANIZED PIPE
O a SECURED W/ 2- PART
W/FLANGE @ BASE
p� I EPDXY. MIN. EMBED
o
Q 8", LINO
Q p FOLLOW ALL MANF.
m I SPECIFICATIONS FOR
Q
USE AND
SECURE FLANGE TO
H 00 PREPARATION OF
v 4„ 411
SLAB W/(4) 1/4" X 2 1/4"
HOLE.
Z lcxc
TAPCONS
Jco
o
�¢Q `7
PEVIEWED FOR
CAE COMPLIANCE
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
m LUCIE COUNTY
"
BOCC
BOLLARD
ADDING BAR TO
5 SCALE:3/4"=1'-0"
MONOLITHIC FOUNDATION
FILE COPY
6
SCALE: 3/4"=1'-0"
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
z �I
¢EL -I
o}
aW
m V
0 J
p 8" CMU WALL
_
Z
POURED LINTEL CONT. (TYP.)
- +- 0'-0"
a,, 8" CMU FILLED CELL (TYP.)
TOP OF SLAB
zo
2X WAIL FRAMING
SEE SLAB SCHEDULE
1/2" DIA. USP 7250SD BOLTS 5"
Z ?
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
CENTERED UNDER WALL AND
16" O-C. VERTICALLY MAX
co —� POURED MONOLITHICALLY WITH
r
— — — — — — FOUNDATION AND SLAB
SEE SCHEDULE
• r • FOR WxD, BAR SIZE
AND BAR QUANTITY
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRG WALL TO
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
10
11 SCALE:3/4"=1'-0"
SCALE:3/4"=1'-0"
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
y
U
W
O
F
V
W
4
F
A
F
ti
SVBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SVFMG:
LEFT
PAGE:
DETAILS
60 MPH EXP.
ARCHrrECT-
STATE OF FLORDA
WCHAEL C. ANDERSON
AR NO T7305
rxs4jm a 195
DATE: 08 / /
SCALE: 1/4"=1'-0"
SHEET
Slot
L
I
VAI
001 Anil
DOWEL PLAN
SCALE: 1/4" = V-0"
REVIEWED FOR
)DE COMPUANCE
-JT. LME COUNTY
Bocc
91 iA
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
U
W
0
R
U
W
4
F
A
Cv
ti
SUBDIV. 8e LOT:
CREEKSIDE
LOT '70
PROJECT#
4321.000 070R1
MODEI.a
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DOWEL
PLAN
L60 MPH EXP. C
ARCHfTECT-
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
DATE: 08/,i/19
I SCALE:1/4"==1'-0"
SHEET
si.
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
T
— #5 BARS
T
FEI �
-- 0
CLEAN OUT REQUIRED
FOR INSPECTION 1 -0
m
Ir
co- — O I ��
a I 0'-0" FIN. FLR. 1'-0"
TIE ERTICAL REBAR
TO HORIZONTAL =
REBAR W/ 10" HOOK
_Z
LLJ
U
• CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
�/y` r� MASONRY SYMBOLS
HORIZONTAUVERTICAL 3 SCALE:3/4"=v-o,,
1 REINFORCING
SCALE: 3/4"=1'-0"
REVIEWED FOR
'DDE COMPLIANCE
. LUCIE COUNTY
BOCC
FILE COPY
BAR SIZE
148 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
U
rA
0
F
y
4
A
ti
SUBDIV. 8a LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT=
STATE OF FLORIDA
i
WCHAEL C. ANDERSON
AR NO 17305
DATE 08/5/19
SCALE: 1/4"=1' — 0"
SHEET
S1• 2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:
USP HTA16 W/ (9) 1 Od x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS,
WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES,
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO 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 r7a 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 FFIOM U-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE S
DESCRIPTION
REMARK
1D
(2) 2X8
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH /T.O.S = TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
f'c
(psi)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
—
(1) #5
—
NIA
— GROUTED SOLID
"CAST-CRETE" SAFE LOAD TABLES
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
�4m"
SAFE
LOAD
POUNDS
PER
LINEAR
FOOT
40~74m r
SAFE
P TOAD
C_._-/►m"
--1---- 1�11►
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
sU8
8F8-08
BF12178
SF76-0B
BF20.06
BF24-OB
BF28-0B
BF32-08
TYPE
LENGTH
Sus
8F6
RCMu
LENGTH TYPE
8F8-1T
BF12-iT
3F16-1T
BF20.1T
BF24-1T
BF281T
8F32-1T
8F8-1B
BF12-1B
8Fi6-18
BF20-1B
BF24.16
8F28-18
8F32-18
BF8-2T
8F12-2T
8F16.2T
BF20.2T
8F24-2T
BF28-2T
8F32-2T
T-6" 42" PRECAST
( )
2231
3069
3719
5163
6607
8054
9502
10951
T-6" (42") PRECAST
1025
1024
1598
T-6" (42") PRECAST
1569
2655
3524
4394
5263
6132
7001
3069
4605
6113
7547
8974
10394
11809
lssa
2655
3524
4394
5263
6132
7001
4'-0" 48" PRECAST
( )
1966
2581
2751
3820
4690
5961
7034
8107
4'-0" (48") PRECAST
765
763
1309
4'-0" (48") PRECAST
1363
2305
3060
3815
4570
5325
$079
2693
4005
6113
7547
e974
0394
t18o9
1363
2305
3060
3815
4570
5325
6079
4'-6" (54") PRECAST
1599
7969
2110
2931
3753
4576
5400
6224
4'-6" (54") PRECAST
592
591
1073
4'-6" (54") PRECAST
zo7
z0ao
2707
3375
4ag3
g711
s37s
2189
4375
6113
7547 p)
8672
10294
11809
1207
2040
2707
3375
4043
4711
5379
5'4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
5'4" (64") PRECAST
411
411
745
5'4" (64") PRECAST
1016
171$„)
227614,
2838
3399
3961
4522
1663
3090
5365
7547(35)
7342„9)
873311.1
10127p9)
1016
1715
2276
2838
3399
3961
4522
5'-10" (70") PRECAST
1062
1105
1773
1631
2090
2549
3009
3470
5'-1D" (70") PRECAST
340
339
616
5'-10" (70") PRECAST
909
1567(,e)
208Q13)
2593 ��
3107,l
3620,°)
4133(s)
145t
2622
4360
7168,°5)
6036„9)
7181pe)
8328 ��,
929
1567
2060
2593
3107
3620
4133
6'-6" (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
6'-6" (78') PRECAST
507
721
490
6'-6" 78" PRECAST
( )
835„zl
t407rz9)
16sljzu
232s,"
27sgs)
3251,a1
3712nz;
1238
2177
3480
5381
8360
10394s7)
8825„4,
835
7407
1868
2329
2790
3251
3712
T-6" (90") PRECAST
743
1011
1729
2661
2698
3191
3885
7'-6" (90") PRECAST
424
534
363
T-6" (91 PRECAST
727 �z31
106 s)
7624,3p
2025ia,
2426(2n)
2827,251
3228124)
1017
1729
2661
3898
3696
5681
8467,w)
6472„51
727
1224
1624
2025
2426
2827
3228
9'4" (112") PRECAST
554
689
1160
1625
2564
3486
2818
3302
9'-4" 112" PRECAST
( )
326
512
230
9'4" (112") PRECAST
sst
708 )
113six1
1474ixi
1815,3v
2157, m
2500i3ni
752
1245
11143
2564
3486
4705,3a
639D,,,,
591
862
1318
1 1643
7969
2294
2619
10'-6" 126" PRECAST
( )
475
535
a90
1247
2093
2777
2163
2536
10'-6" (126") PRECAST
284
401
160
10'•6" (126") PRECAST
530
575(z°)
916 ")
11881n:
1461,331
1736(,,
2011 i i
s43
lost
1533
2os3
27a1
3sa3,35)
a75a,u,
530
695
1180,eJ
1472,°)
1763,z)
2055
2346
1V4" (136") PRECAST
362
58z
9a5
1388
gas
2423
3127
4006
11'4" (136") PRECAST
260
452
154
11'4" 136" PRECAST
( )
474
504(n)
8D0,3z,
1037(u,
127a,3z)
1513,3z)
1753(3z)
582
945
1366
1846
2423
3127
4006
494
607
104Z1o1
1372m)
1643,3)
1915,1
2187 (s)
12'-0" 144" PRECAST
( )
337
540
673
254
684
2193
2805
3552
12'-0" (144") PRECAST
244
402
137
12'-0" (144") PRECAST
470 ,9)
458, 3)
724 ,
938 1 i
1153,3z)
1369
1585 n
Sao
873
1254
1684
2193
2805
355z
470
550
949„0)
1302(,
1560u3)
1818(n,
2075„0l
13'4" 160" PRECAST
( )
296
471
755
1075
1428
B38
2316
2663
13'4" (161 PRECAST
217
324
110
471
755
1075
1428
1338
2316
2883
13'4" (160") PRECAST
418 „s/
386,)
607,301
785 30)
964,s0,
1143,s,
1323 3,)
aze
460
Teo
1159121
tata,zcJ
185$19)
1687pn
14'-0" 168" PRECAST
( )
279
424
706
1002
1326
1697
2127
2630
14'-0" (168") PRECAST
205
293
100
14'-0" (168") PRECAST
384 „5)
358,z,)
(9)
%0,z9)
724 (30)
889,3m
1054,30)
1220,3o)
442
706
1002
1326
1697
2127
2630
410
425
717 (9)
10631zn
1358(23J
1582¢)
1807¢,)
14'-8" 176" PRESTRESSED
( )
N.R.
NR
NR
NR
NR
NR
NR
NR
14'-8" (176") PRESTRESSED
N.R.
284
91
14'-8" (176") PRESTRESSED
239
248
334R,)
395
520(29)
663
672(z9)
980,z0)
825,m1
1303,zs)
978(z9)
1518,zs)
11313o)
1734,za)
458
78a
1370
1902
2245
2517
2712
15'4" 184" PRESTRESSED
( )
N.R.
NR
NR
NR
NR
NR
NR
15'4" (184") PRESTRESSED
N.R.
259
83
15'4" (184") PRESTRESSED
224
230
3131zo)t
368
9
7,z9)
759,zs)
1240,
911(a9)
1460,z7)
1054R9)
1668(26)
1"
472
710
1250
1733
zosa
23z0
zs13
1T4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
17'4" (208") PRESTRESSED
N.R.
194
64
7T4" (208^) P
87
92
263 ry9)12i1
306
,z0)
p9)
1
638 127)
1005,z:)
756 ,zD
1271,3,7
873 ,ny
1473,3p19'4"
3DD
Sae
s5o
132s
609
18as
2Da7
232"
( )PRESTRESSED
N.R.
NR
NR
NR
19'4" (232") PRESTRESSED
N.R.
148
52
z3s
42
ago
75
7so
1037
03
tzez
1515
51
nts
19'4" (232") P66
62
229,,,7,z)
253
(u)
547,25)
841 ,,)
647(z3)
1059(30
747,zn
1227,3o)
21'4" 256"
( )PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
21'4" (256") PRESTRESSED
N.R.
125
42
180
Sao
598
845
a
1359
lase
21'4" (256") P
2
4124
204 ne)
307,3)
393 >)
480 ,z3)
568 )
655,m)
2
232
373 (1)
537 I,p
721 ,1
905,zv
1048(,
22'-0" (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
27-0„ 264"
( )PRESTRESSED
N.R.
116
40
165
315
550
784
1041
1285
139s
22'-0" (264") P
7
37
197„s)
223
295,)
358 ,7
379 3)
513 „7)
462,z3)
6881,
546,37
863 o)
630,z3)
999 (25)
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
24,-0„ (288") PRESTRESSED
N.R.
91
33
12
25
45
654
1092
22
1222
24'-0" 288" P24
( )
4
ns"°,
202
2s7,z„
319 (7)1
3az,z,)
455 i,el
ats(z„
606,z37
492 ,)
757 ,u)l
567 ,
876 ,zn
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE PERCENT
ADDED
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN PARENTHESIS
FOR GRADE
40
ARE
FIELD ADDED
PERCENT
REBAR.
- ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS
- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
- PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-01<36.03
0
r.
Ir�.__— _ 8F161T/0M/0B--___8F16-1T/0M/0B —__. —�
— — 8F16-1T/OM/OB ° 1
1 -
♦♦♦ 2 0 ° of
mmm
1 ♦ S2.1 ° 1
1 ♦♦ o °° 01
♦ GT co°° 001
1
- I ♦ 1 T/0M/0B 1 i� -
I-
I -_ 1
1 ♦♦♦ - 1
1 ♦ °° 1
♦♦ °° 1
1 ♦
♦ 1
1 ♦♦♦♦
1
I ♦♦♦ I°° 1
I
I 1
I ♦♦♦
1
I y 1
I 1
1 REVIEWED FtJR j
I 1
I CODE COMPLIANCH
1 ST, LUCIE COUNTY
I BOCC, 1
� I 1
I 1 1
1 �1
1 L1
1 1
1 1
1 UNO, PROVIDE B131 WHERE 1
1 ROOF TRUSSES BEAR, TOP 1
1 OF WALL EL. 8'-1 UNO. 1
I 1
1 1
1 1
I 1
r I 1
1 1
♦ 1
1
♦♦ 1
1
1
♦♦♦ , ' ILE COSY
1
%
I
♦♦ 1
° ♦� 1
8F8-
° 1 T,/OM/OB
GT ° 1
° 1
40
I 1 1
8F28-1 T/OM/0B
1 ° 1 1 _ 8F16-1T/0M/0B 1
1 1
LIFT BEAM PLAN
SCALE: 1/4" = V-0"
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
1014
03
U
W
0
4
A
F
p
ti
svaDly ag LOT:
CREEKSIDE
LOT 70
PROJECT#_
4321.000 070R1
DdODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
MICHAEL C. ANDERSON
4.AR NO 17305
r,,. ` 08 5 19
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
S 2
NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3. HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
REINFORCING (L2) 4_ THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST - - 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" -
�QP 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
#5 CORNER BAR W/ 30" LAP FOR EACH OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OF THE LINTEL.
VERTICAL REBAR W/ 10" HOOK / 1' \�' Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. B
8x16 DBL. BOND TOP OF
\p(\� $ QP BEAM W/ (1) #5 BAR = BOND BEAM
EACH COURSE
OQ��\�O • W8(BON BAR BOND TOP
OF
30
TYPICAL F F =FILLED W/ GROUT -(Y\O EAM
U =UNFILLED BEAM COURSE GROUT SOLID FROM TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
#5 BAR IN BOND BEAM
WIDTH # OF #5'S, IN 2ND BOND BEAM
�
SEE NOTE 5
16-1 T/ 1 M/0 B 8x8 PRE -CAST CONCRETE
NOMINAL —�' LINTEL W/ (1) #5 BAR (L2)
CORNER g"Q HEIGHT #OF#5'S,TOP OPENING NGTOFBAR=WIDTHOF MASONRY
BOND BEAM COURSE ORIT IS n BEAM DESIGNATION
1 REINFORCING O F BOND BEAM THAT HIS ENGINEER'S
INDICATES A DOUBLE BOND BEAM # OFPLA#5'SNBONTOM 8x8LINPRE-CAW/O STECONCRETE EL REFER
SCALE: 3/4"=1'-O' AND XFXX - 1T/OM/06 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS - TOP
OF OPENING
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x6 MIN 2 X 3 2-3/16 TAPCON
( GO
1 ) /4"
PRE -CAST
eN WINDOW OR DRIVE PIN ( MIN SHANK
�
SILL Z - - SIZE.145 MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4") 8"
'ESLOPE FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4"
cl' EMBEDMENT
- 2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END
EMBEDMENT
TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING
SILL CONSTRUCTION CMU WALL
SCALE:11/2"=1'-0" 5 ARCHWAY FRAMING DETAIL
SCALE: 3/4"=1'-0"
RE 'ZWED FOR
JOUE uOMPLIANOE
a k.10CIE COUNTY
BOCC
I
FILE COPY
C
5515. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
U
W
0
F
U
O
F
Q
ti
sVBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000/070R
MODEL:
4EAB
"1672-ARIA"
sARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP.
ARCHITECT.
STATE OF FLORIDA
AMCHAEL C. ANDERSON
AR NO T7305
PRINT 08 5 19
DATE: / /
SCALE:1/4 t1=1 - 0"
SHEET
Ste 1
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) 10d x 1 1/2" HDG NAILS,
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.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFEREC) CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
CJ1
o CJ3
� CJ5
A
1A
3.1
CJ5
CJ3
CJ1
2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE
NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON
NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO
U U U BRACE TOP OF WALL.
11 1 1111 - -1r
11 - 11 11 '- - 11
ii EJ7 11 11 11
n n u u u n
II II II II II II
ATTACH 4'-0" LONG 2x SCAB TO
TRUSS W/ 10d NAILS @ 6' O
(4" FROM EA. EN.C.D)
GT 1111 II II
A3 ATTIC
_ — _ - ACCESS
A4 �e
Al
A6
W II III
�I WII p
u u
U U
0 CJ1
CJ3
CJ5 1A
/ L- - '�'. -- - - . J -- - /-
PRE -FABRICATED R OF
_- TRUSSES @24"O.C. ----- _--
A7 /� 53.1
= AV4
8GGT
a
II II II II II II I III 1A -�
= II II 11 II II II II II %'
3.1
II II II I� II EJ7 II II
coC1GE
U U U
to
w 7 8
c�
CE
FRAMING PLAN
SCALE: 1/4" = V-0"
1A
1A
REVIEWED FOR
CODE COMPLIAr
I , LUCIE CO UN z : ''
BOCC
FILE COPY
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
W
24
113
0
U
W
4
r4
q
I
ti
SU13DIV. & LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
FRAMING
PLAN
60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
MICHAEL C. ANDERSON
BAR NO 17305NO 17305 0
r� &N ` OS 5 19
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
S 3
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR
DRAWINGS FOR REVIEW SHEATHING
AND APPROVAL FASTENER SCHEDULE"
PLYWOOD SHEATHING, SEE
(2) USP HTA16 TRUSS ANCHOR
# 1175 UPLIFT USP
"ROOF/WALL/FLOOR
WITH (9) 10d x 1 1/2" NAILS TO
HTWM20 W/10 10d TO
SHEATHING
TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) WJ SINGLE
TRUSS AND (4) 1/4" x 2 1/4"
FASTENER SCHEDULE"
CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2"X6"X4'-0"
TAPCONS TO CONT
STRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED W/ 10d
POURED LINTEL
A-(1)USP HTA16 TRUSS ANCHOR WITH (9)
AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO
10d x 1 1/2" TO TRUSS. FL#17680
SHOWN) FACILITATE 2-PLY
# 1900 UPLIFT (2) USP
B-(2) USP HTA16 TRUSS ANCHOR WITH (9)
USED IN CONJUNCTION WITH CONNECTOR.
HTWM20 INSTALLED ON PRE-ENG TRUSS
10d x 1 1/2" TO TRUSS EA STRAP. FL#17680
HEAVY UPLIFT CONNECTOR
OPPOSITE FACES OF
DBL STRAP, 1 EACH SIDE WRAPS UP AND
FL#17680
BLOCK WALL W/10 10d TO
OVER TRUSS (NOT SHOWN)
(A) USP LUGT2 W/ (5) 1/4"x3' POWERS
TRUSS AND (4) 1/4" x 2 1/4"
TAPCONS TO CONT CONTINUOUS BOND BEAM
1x2, 2x WOOD FASCIA
WEDGE BOLT& (16) 16 GALV. NAILS TO
POURED LINTEL
SEE ARCHITECTURAL
TRUSS (2PLY) #FL17240 (NOT SHOWN)
2x SECURED W/ (3) 16d(B)
Xil
USP RFUS STEEL CONNECTOR WITH (4)
GALV. COMMON NAILS. ENGINEERED WOOD
3/4"x6" WEDGE BOLTS AND
1x2 SECURED W/ 10d TRUSSES @ 24" O/C,
1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223
GALV. COMMON NAILS - SUBMIT SHOP DRAWINGS
SEE ARCHITECTURAL
12" O/C FOR REVIEW
2x SECURED W/ (3) 16d
IF 4 BOLTS ARE USED
AND APPROVAL
GALV. COMMON NAILS.
Ix2 SECURED W/ 10d MASONRY 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:3980 LBS, L:1785 LBS (2PLY)
A ALLOWABLE UPLIFT = LIA 870 LBS, L:710LBS (1 STRAP)
B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS)
TAP CONS MIN. 2"
B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS)
COVER 2" APART
REPAIR OF MULTIPLE
TYPICAL TRUSS/
TYPICAL ROOF
MISPLACED EMBEDDED TRUSS ANCHOR
1 a 1 b GIRDER CONNECTORS) SCALE:3i4"=1'-0"
2a () 2b SCALE:3/4"=1'-0"
GIRDER CONNECTOR(S)
SCALE:3/4"=1'-0"
(2) 2X4 Not SYP DIAG. 2x4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA. TRUSSES WHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE SEAMS)
30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE
(1) "X" BRACE @ CENTER 11r TO BLK W/ 1/2" DIA.
(2) "X" BRACE DIVIDED EQUALLY 74 ANCHOR BOLT W/ 2"
6-0" MAX (W/1 X4)
FROM CENTER TO END. WASHER SET IN HIGH
OR 10'-0" MAX (W/2X4)
2x WOOD FASCIA, STRENGTH EPDXY 6"
V
SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
MAX.
1x4 DIAGONAL
PRE-ENG GABLE TRUSS SECURE GABLE TO2x8
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,'
w
U
o a- MAY NOT BE
(2) 10d's @ EACH TRLISS
OC J } REQUIRED
- TO BE INSTALLED @
iv F a
1 U-0" O.C. MAX.
BTM. CHORD OF
WOOD ROOF TRUSSES
SEE SCHEDULE FOR
BOND BEAM REQ. y'
_
REVIEWED FOR
`ODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
1x4 BTM. CHORD BRACING 6'-0" O C END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
BLOCK WALL W/ GABLE END
COMMON NAILS AT EACH CHORD
0-NOT
INTERSECTION TYP. BTM. CHORD BRACING
PRE-ENG'D TRUSS SCALE:3J4"=1'-0"
6
USED
SCALE: 3/4"=V-0"
5
FILE COPY
NOT USED
4
THE USE OF ALTERNATE MATERIALS MAY BE
NOTCH DEPTH 1/4'D
USED S AS THEY CONFORM T THE
HOLE EDGE >5/8"
FOLLOWING
HOLE DIAMETER
<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
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
HOLE EDGE >5/8"
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. Fl.
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
ALTERNATE MATERIALS
STUD NOTCHING
NOT USED
NOT USED
11 SQALE:3/4"=1'-0"
AND BORING LIMITS
g
10
8 SCALE: 1 1 /2"=1'-0"
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F19
W
0
0.
w
4
A
E4
ti
SUBDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT*
4321.000 070R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
L60 MPH EXP. JC
ARCHITECT -
STATE OF FLORIDA
161�
MICHAEL C. ANDERSON
AR NO 17305
DA 08/5/19
SCALE: 1/4"=1'-0"
SHEET
Sae 1A
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
2X4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR
LOCATION
SECURE 2x6 PT. PLATE TO BLK-
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6" MIN.
EMBED. AT 32" OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
n
PRE-ENG'D WOOD
TRUSS (TYP) @ 24" O.C.
MAX
FOR STRAPPING
VERIFY
W/ TRUSS PLAN
CONC.POURED
LINTEL COURSE
CONT. 2x4 SECURED W/ (2) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0- O.C. MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @a CMU WALL
SCALE: 3/4"=1'-U'
-IEVIEWED FOR
DE COMPLIANCE
i'. LUCIE COUNTY
BOCC
FILE COPY
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
WW
y
0
V
W
O
F
U
y
W
4
E�
A
SVBDIV. 8e LOT:
CREEK7 E
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. JC
ARCHrrECT-
STATE OF FLORIDA
WCHAEL C. ANDERSON
AR NO T7305
DATE: 08/'5/19
SCALE: 1 /4"=1'-0
SIMET
S3. 1B
(2) 2X4 No.2 DIAL.
BRACE W/ (3) 12 EA.
2x6 OUTLOOKER @ 24"
SECURED W/ USP R A
L
I '\
VTT SPACING (1) AT EACH END II (',
pggpppppp
ppppgpppp
pppplpupu
ppppppppp
TRUSS (DIAL. BRAC 0
VTT AND 6-0" O.C. MAX.
COVER 5 TRUSSES)
2x SUB -BAND
0'-0" TO 30'-0" (1) "X" BRACE
30'-1"TO 60'-0 (3) "X" BRACE
(1) "X" BRACE @ CENTER
PRE- G GABLE TRUSS
pggplpqpl
(2) "X" BRACE DIVIDED EQUALLY
A TALL
"
I I l l
ppgplllp
FROM CENTER TO END.
UPRIGHTS O 4'-10' H
UPRIGHTS
p p p p
p p l l p
E;
(AS PER TRUSS )
I I
pgVpppppV
0
PLYWOOD SHEATHING, SEE
—�
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.CONNECTION
PE
1x2, 2x WOOD FASCIA
TRUSS MFG.
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d
ENGINEERED WOOD
SIDE VIEW
GALV. COMMON NAI
TRUSSES @ 24" O/C,
1x2 SECURED W/ d
_ SUBMIT SHOP DRAWINGS
GALV. COMM NAILS
FOR REVIEW CONT. 2x4 RAT RUN
12" O/C
AND APPROVAL SECURED W/ (2) 12d's @
M NRY BOND BEAM
EACH TRUSS
ESCHEDULE
GABLE END PRE-ENG'D TRUSS
PRE-ENGINEERED
1
W1 HIP RETURN SCALE:3/4"-1'-0"
VALLEY TRUSS CONNECTION
2
SCALE: N.T.S.
P'711EWED FOR
fir` OV,, OMPLI.ANCE
CIE CCM,,, `tT
BOCC
r COPY
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
R4
P3
U
W
0
F
ON
V
W
A
A
mmmmmm
SUBnIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070R1
MODEL:
4EAB
"1672- ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
08/5/19
I SCALE: 1/4"=1'-0"'
SHEET
S3.IC
. s
u
A.
a
a�
A
GABLE -END
HIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 = 23.79 PST (33.79)
ZONE 2 = 39.48 PSF (49.48)
ZONE 3 = 67A6 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
MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND 8d RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2x4
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA.
SHANK
TENSILE STR.
SHANK -
8d
RING SHANK,
2 1/2"
0.120"
170.000
RING
SCREW SHANK
(16-20 RINGS
PER INCH)
8d
SCREW SHANK
2 1/2"
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (]SANTA) ESR-1539
EXTERIOR SHEATHING
USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
J
Z (LU
Z Q
W
Y @U
Q U =O
C3
Z
E
00
8dRING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES „
J
a
/
i
Z
Z
D
O
.
LU
m
Z
2
Co
Z
U
0
CO
In
o
@J
Z
j
m
U
Y
Z
Q
x
U)
C7
Z
F .
co
@J
J
Q
Z LU
Z2
CD LU
Y
=U
Ud
Z
00
J
Q
Y Z fn
aw Lu
N W
J U `� 0
.) U
n< O
X3 Li
Z
a
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS——,
ROOF SHEATHING
z x
0 0
m
BUILDING LENGTH
n
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
C8d RING SHANK GUN NAILS
C& 6" O.C. IN FIELD:
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B.
TO BE STRUCTURAL GRADE)
C8d RING SHANK GUN NAILS @ 12" O.C. IN
FIELD or 8d x 2 1/2" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12" 0.6�(N
FIELD
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
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 BU
ILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI 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 A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4",
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EXPOSED ED
GES OF CON
CRETE CHAMFERED 3/4"
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES 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.
WOOD:
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SIFF.
ALL WOOD FOR BEA
MS, BEARING
WALLS
, SO
LE PLATES TOP PLATES
, BRACING, LEDGERS, BLOCKING,
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. 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 1/2" OF HEARTWOOD,
EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON 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 STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2.
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM A185,. 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-O" OC, EACH WAY.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL:
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL,.. SCALE, AND RUST AND PLACED IN ACCORDANCE
DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
20 psf TOP CHORD -non-concurrent REVIEW.
10 psf BTM CHORD -non-concurrent
DEAD LOAD
DEAD LOAD
15 pef 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: 1 Opsf
BALCONY LIVE LOAD 60 psf
STAIRS LIVE LOAD 40 psf
WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST
(ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY II)
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpsf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE:20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
VEHICLE GARAGES: 50pef, 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.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND. ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A 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 ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982,
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONE
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
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm - 1500 PSI. BLOCK SHALL BE PLACED USING
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL
SOIL FOR TERMITE PROTECTION,
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM28 DAY COMPRESSIVE STRENGTHSASFOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS;: AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +1- PRIOR TO THE ADDITION OF PLASTICIZER,
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WITH THE ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
B, FOR CONCRETE E{POSED TO EARTH AND/OR WEATHER:
MIT FOR #5 A JD SMALLER
T FOR.#6 AND .ARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4" FOR SLABS, WALLS AND JOISTS
1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
TYPE "M"OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON. THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS. OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
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
A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,
Fy - 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
D 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
LATEST CATALOG.
"EWED FOR
COMPLIANCE
IE//++COUN"' Y
-3OCC
FILE COPY
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE
TYPE _
SPACING
REMARKS
PLICATION
SIZE
TYPE
SPACING
REMARKS
1.2 PT FURRING TO
CASE HARDENED COIL
8 OIC
E DOOR BUCK
MASONRY/CONC.
NAIL 1 1/2" LONG.
SONRY/CONC.
rlGARAGE
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL
SOD, AL. EXT. DOORS
CASE HARDENED COIL
9" O,C
WINDOW,IDOORI FASTENED
DOOR BUCK
ix PT, SEE NOTE 6
NAIL 1 14'Z' LONG.
STAGGERED
INTO MASONRY/GONG.
SONRY.'CONC.
SEE DETAIL
SEE DETAIL
SEE DETAIL
SEE DETAIL
WINDOW BUCK CASEHARDENED COIL 91 01C WINDOW/DOOR/FASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING
Ix PT, SEE NOTE
NAIL 11!2"LONG. STAGGERED INTO MASONRY/GONG. MASONRYICONC.
— REQUIREMENTS
EXT. SWING DOOR (2)3116'DIA. 'TAPCON- 11;2"EMBED,8-END. NON -BEARING WOOD
1,"2"°
iwolc EXPANSION 2+P O/C
BUCK 2x PT, SEE NOTE 6 NO WASHER FASTNER DIST., 1 1/2"EDGE DIST. WALL TO CONC. SLAB W/ WASHER
L
4'EMBED. 4"END
BOLT
DIST.. 3" EDGE DIST.
2x PT WINDOW BUCK O.i38' PAP x 2 VS- 9" O/C 4" END. DIST., 1 1/2"
PT TO STEEL COL., SEE
W/ WASHER STAGGERED EDGE DIST.
NOTE 6
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BEAS PER MANUFACTURER'S SPECS AND I OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD,DOOR FRAME. lx MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W7 TAPCONS OR PAF TO THE SUBSTRATE,
551 S. APOLLO BLVD.
MELBOURNE, FL 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
h
1I
U
W
O
64
y
R
v
W
4
F
A
SUSDIV. 8e LOT:
CREEKSIDE
LOT 70
PROJECT#
4321.000 070Rl
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. 00
ARCHITECT-
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
DATE: 08/5/19
SCALE: 1/4"- f — O"
SHEET S�T � V I
Planning
& Development Services Department
�COUNTY
Building & Regulations Division
Product Review Affidavit
FL # or Miami -Dade
FLORIDA PRODUCT
OMPI�1ANQ`E_
COUN I I
OCRE
FILE COPY
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
Thermo-Tru
N/A
Min. embedment of all anchors to be 11/4"
(+36) / (-47)
(+67) / (-67)
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 113/4" o/c atjamb,
16" @ head. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor: 6"
max, from corners, 7 1/4" o/c atjamb, 101/4" @ head. 11/4" embedment. Two
additional tapcons midspan and one at lower frame required vertically each side.
FL16103.1
R12
4/30/2020
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. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6"
max. from comers, 81/2" o/c atjamb, 6" @ head. 11/4" embedment. Eight
additional tapcons top and bottom required horitontally, one midspan vertically each
FL16100.1
IRS
6/30/2020
Vertical Mullion
Ply Gem 1500
Ply Gem
Non Impact
side. Install per manufacturers recommended requirements.
N/A
N/A
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 16"
@ head / sill. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor.
6" max. from comers, 8 1/2" o/c atjamb, 101/2" @head / sill. 11/4" embedment.
Five additional tapcons top and bottom required horitontally,two midspan vertically
FL16104.2
RS
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 1/2" min embedment.
FL14634.1
R3
12/31/2019
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
12/31/2019
Opaque single
Smooth Star
Thermo-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 anchors 6" from ends 22" 0/C
FL16107.3
R10
12/31/2020
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abd esigngroup.com
AA #: 0003325
LLI
W
W
0
�
Q
�
Ca
o
�
�
O
(Y
q
z
O
u
h
m
O
=9
r
LE-�
LiLLI
9VHD1V. de LOT:
ST LUCIE
COUNTY
MASTER PA
1�ROJECT*
WOZiE? i
EXPRESS
SHINGLE
GARAGE 971TlNG:
PAGE:
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
IC
HAEL C. ANDERSON
AR NO 17305
�
` 07 16 19
DATE:
I
SCALE: 1/4"=1'-0" 1
SITMET Q
L 1I