HomeMy WebLinkAboutBuilding Plans• STATE
OF FLORIDA
DESIGN.
CRITERIA:
CERTIFIED BUILDING
CONTRACTOR:
•FMRMA BUILDING CODE, RESIDENTIAL,
6TH EDITION (2017)
-ALL LOCAL AND STATE CODES
DR HORTON
HOMES
.00CUPANCY
- RESIDENTIAL, GROUP R3
1430
CULVER DRIVE NE
• CONSTRUCTION TYPE
- VB
PALM
BAY FL 32907
*MIN. INTERIOR FINISH
• BASIC WIND SPEED
CLASS B
— Vult=160 MPH
TEL:
(321) 733-7092
Vasd=124 MPH
FAX:
(321)
733- -
•EXPOSURE
*I -STORY RESIDENCE
- C
-
• 2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
• 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:' (32,1) 502-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER'
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.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.
SQ.FT.
CALC.'S
LIVING
1165
SQ. FT.
GARAGE
432
80. FT.
ENTRY
38
SQ. Ft.
LANAI
80
SQ. FT.
TOTAL
2318
SQ, FT.
A/C VOLUME 15204B CU. FT.
o
�.
�
o
VBR DRIVE NE, PALM BAY, FL 32907
Tel= (321) 733-70192 Fax: (321) 733--.7 72
ABBREVIATIONS
REVISIONS
ABV
A/C
ADJ.
AL'I:
AMP
BE.
CT.
CAB.
CLG.
CLR.
CON('.
CPT.
C.T.
D.
DBL.
D.G.
DTA.
DIM.
DISP.
DP.
DR
D.S.
DTL
D.W.DISHWASHER
EA.
F1,RV..
I Q.
F,XH -
EXT.
F.G.IFX .
F.G.
FIN.
FLR
FLUOR.
FR. DR.
PTO.
GA
GAR. DISP
G.F.I.
GL.
GYP. BD.
H.B.
H.C.HOLLOW
HDR
HGM OR HT
INSUL:
INT.
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
130ARD
CENTER LINE
CABINET
CEILING,
CLEAR
CONCRETE
CARPET
CERAMIC TILE-
DRYER
0011BLF
DUAL YLA713D
DIAMETER
DIMENSION
DISPOSAL
DEEP - -
DOOR
DOWNSPOUT
DETAIL
EACH
ELEVATION-
EQUAL,
EXHAUST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FRENCH DCX)R
FOOTING
GAUGE I
GARBA613-DISPOSAL.
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM: BOARD
HOSEt BTB
CORF.
HEADER
HFIC'rHT
INSULATION
INTERIOR
LAV.
LUM.
M.C.
MFR.. "
MIN. <.
M.T.mtfv,
MTD
MTL
N.T S.
O.C.
PL
P.B. ��
PH
PLT.
PLYwo,
PR.
P T
R.
R.AD.
IZA.G
REF.
RM.
R O.
S.C.
S.D.
S.H.
SHT.
SHTFIG.
SHWR-
SIM.
SR.
SL GI
STD.
SWS
TEMP.
THK.
T.O.C.
T.O.P.
T:O.S.
TYP.
U.N.Q.
V.P.
W.
W/
WD.
WDW.
W/H
W.I.
LAVATORYf>
LUMINOUS
MEDICINE CABINET
MANIJFAC'TIJI;P,R.
MTNFW-PM' I
THRESHOLD
MOIJNT7:D" *
METAL
NOT TO SCAT
ON CENTER
PROPERTY TON NE
PUSH BUTTON
B
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE, TREATED
RISER
RADIUS I..
RETURN AIR, GIBLL
REFRIGERATOR
ROOM
ROUGH OPINING
SOLIDCORT' FXTDR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING..
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD'I
SHEAR WA11
SECTION
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPTC AL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
DATE
DESCRIPTION
Ol/08/18
EilO SET ISSUED
OIA5/I6
2011 1=15C UPDATE
01/29/18
BID SET RE -ISSUED
04AS118
FOOTING FiEVISION PER M. HOLES
02/22/113
PLAN MAINTENANCE
03/28/19
REVIWD LINTEL SIZE AT FRONT ENTRY DOOR
04/24/19
ADDED ADDITIONAL RECEPTACLE IN GARASE PER WILL BATSON
04/24/19
REVISED HVAC VOLUMES ON 84 T CALC SCHEDULE
06/12A9
ADDED LEA LIGHTS a KITCHEN E BATHROOMS PER MARK BOUIES
-
_
1.!� DEX OF DRAWINGS
ARCHITECTURAL SHEET DESCRIPTION
PG
PG
PG
PG
PG
PG
PG
PG
PG
PIG
PG
CS —COVER SHEET
GN—GENERAL NOTES
Al FLOR PLAN
A2D—ELEVATION "D"
EI—ELECTRICAL PLAN
P1 PLUMBING PLAN
M1—HVAC PLAN
D1—DETAILS
D2—DETAILS
WAI-WALL ASSEMBLY DETAILS
WA2—WALI., ASSEMBLY DETAILS
REVIEWED FOR
CODE COMPLIAN{ri
St. LUCIE COUN1
PG WA3-WALL. ASSEMBLY DETAILS BOCCE
PG WA6—WALL ASSEMBLY DETAILS
STRUCTURAL SHEET DESCRIPTIO
PG S1—FOUNDATION PLAN
PG S1.1A—DETAILS
PG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PIG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
FG S3—FRAMING PLAN
PG S3.1A—DETAILS
PG S3.113—DETAILS
PG S3.1C—DETAILS
PG SNI -DETAILS
PG PAL -PRODUCT APPROVALS
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
` CREEKSIDE
LOT #67
PROJECT
04321.200 067R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
COVER
SHEET
416 0 MPH EXP.
6 ATE 01= F•L_o�iID
0cr i T 204
MICHAEL C.
ANDER
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SCALE:.T 10 / 1/4"=V-0"
ET
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v
GENERAL NOTES
SITE WORK
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL
FBCR)
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
TIMBER
6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES
TATED
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS ROUGH GRADING, ON -SITE UTILITIES,
HEREIN:
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES THE SOILS REPORT AND CIVIL
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
2.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WINe8ORNE DEBRIS REGIONS ALL EXTERIOR
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION.
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHA
LL BE
C. SOUTHERN PINE INSPECTION BUREAU:
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
ARCHITECT.
D. TRUSS PLATE INSTITUTE:
3,
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
L NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014)
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTE
TION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WO �
K.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8"
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS INAND
THE
o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
LAYERS AND COMPACT TO 95/o
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION
/OR
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
FABRICATION OF THE WORK.
5.
THE ARCHITECTlENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES TECHNI
UES�
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED
CODES.
7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
5: WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
8. EXCAVATIONS TO BE A MINIMUM OF 3 -0 BEYOND NEW FOOTING LINE.
6. MINIMUM DIMEN I N F "
S 0 0 ANY PLYWOOD SHEET SHALL 24 AND THE MINIMUM AREA SHALL BE 8 FT SQ.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
PLUMBING
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
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.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL' CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGI
JEERI,
10 THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
3, CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/2" AMAFLEX.
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE AMAXIMUM FLOW OF 3 GPM EACH:
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE:
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
GARAGES AND CARPORTS
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
1.
GARAGE DOOR
DRAWING,
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603,2.
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
EXTERIOR WALL COVERINGS
2.
PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
AS PER SECTION R30 OPENINGS FROM A G S
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
T
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED
T BE
WOOD DOORS LESS THAN 1 INCHES IN THICKNESS; SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS
WITH
THAN
BUILDING DEPARTMENT BY THE LICENSED PEST T CONTAINS THE FOLLOWING STATEMENT:
CONTROL COMPANY THAT CO
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH
0 TABLE R301.2(2) AS MODIFIED BY TABLE
SOLID NOT 3/8
THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
3.
AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
AGRICULTURE AND CONSUMER SERVICES."
EXTERIOR FINISHES
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0 48 MM) SHEET STEEL 1" MIN. RIGI
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
ON -METALLIC CLASS OR CLASS 1 DUCTBOARDOR OTHER APPROVED MATBRAL AND SHALL HAVE NO OPENINGS INTO THE
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
GARAGE.,
THAN 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BEINSTALLED; PROPORTIONED AND MIXED IN ACCORDANCE WITH
4.
AS PER SECTION'R302.6 & TABLE R302:6: THE GARAGE SHALL BE SEPARATED FRdM T-HE RESIDENCE AND ITS ATTIC AREA
BY NOT
ASTM-C926 & ASTM-C1063-12a.
LESS THAN Yz -INCH GYPSUM BOARD APPLIED TO THF. GARAGE SIDE. GAP^.GJES BENEATH HABITABLE ROOMS SHALL BE
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.71.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 57 8 -INCH TYPE GYPSUM BOARD OR EQUIVALENT.
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTINOTHE SEPARATION SHALL ALSO BE
I'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PROTECTED BY NOT LESS THAN'>z-INCH GYPSUM BOARD OR EQUIVALENT
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
KK=
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
-'.
I
WINDOW FLASHING DETAILS
h
4, SHALL BE INSTALLED PER ASTM-C1063-1AND R70.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT..
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR: INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
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) .
CONTROL DATE: 07/23/19 (CM)
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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IREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
C 4EAB
0s "1672-ARIA"
I, GARAGE SWING:
LEFT
PAGE:
E-
GENERAL
NOTES
I
MPH EXP.
`
ARCHI[ ECT
STATE OF FLORIDA
/)
OCT 17 20IR
AICHAEL C. ANDERSON
AR NO T7305
4"PRINT
10/16/19
DATE:
F
SCALE: 1/4"=1'-O
1 I
SHEET
TT
yyII�T
G
'3
� Y
GROUNDI
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN ,
CATAGORY
SUBJECT TO DAMAGE FROM
WINtER
DESIGN
TEMP'
ICE BARRIER
UNDERTL.AYMENT
REQUIREDh
FLOOD
HAZARDS a
AIR
FREEZING
INDEX'
MEAN
ANUAL
TEMP.
SPEEDd
(MPH)
TOPOGRAPHIC
EFFECTS'
WEATHERINGO
FROST LINE
DEPTH b
TERMITE`
NA
160 C
NA
NEGLfGABLE
NA
VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FDG R3(d2.9.1 THROUGH FBC R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FBC R302JO.1 THROUGH FBC R302.105
0
�
ICI
'
L°I I•I
(2)3052.
EGRES
i
OWNER Llc
SUITE
8'-V GLG.
6'-C " 31.
n
s
Y x
BLE ROOFS
\
A",`�\r....... \
Fi
i
FW 'c 0 wic 46 ES i �
.oll
vet.
GABLE ROOFS
10' < E s sly''
HI ROOFS
FOPS] I lfboln YM.S min, 14i ,,Sr c _ O jai lr md.
NkAk;�k •4Fvc>°ar, III 1<&ws.
FIGURE R °12(7)
COMPONENT AND CLADDING PRESSURE ZONE
EXTERIOR MASONli
WALL 5111i HEIGHT:
SQ.FT.
CALC.'S
LIVING
GARAGE
ENTRY
LANAI
1169
432
38
80
SQ. FT.
50.FT.
SQ. FT.
SQ. FT.
TOTAL
2318
SQ. FT.
A/c:: `VOLUME
15204.9
CU. FT.
=VOINIEliff AND CLADDING WIND LOADS
&%C ; W WOW% FOR 3 SECOND GUSTSOPENINGS
�
SQUAFE
AND TYPE FOOTAGE ZONE 100 WH W D I1h1U REMARKS
MIN. WINDOW
CRITERIA 10 5 34/-45',
EXTERIOR SWING
DR, MIN. CRITERIA 32/-42
'12 5 30/-3i
CRITERIA
l 80i0 O.H.D. 56 5 32B/-38.0
160,10 O.H.D. 112 5 30.9/-34.4
SOFFIT N/A 5 31b/-388
� ROOF TILE
N/A
3
-5829
IF
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
E1
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. CONTROL DATE: 09�y0JII
TOP a
PLATE
a
R D E TAI:_
A 1/2'=1' 4�
ARCH DTL.
B SCALE: I/2 1'-0'
FLOOR PLAN
SCALE: 1/4' = 1'-0'
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. �,®
- VERIFY CONDENSER PLAN.
AD LOCATION WITH SITE P
-OTHER OPENINGS BETWEEN THE GARAGE: AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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PEtOJECT#
04321.200/067R1 `
1;ODEIt
4EAB
"1672-ARIA34 F,
�KAGE SWING:
LEFT
�I
r P.&E:
t' FLOOR
k° PLAN
L60 MPH EXP. C
ARCHITECT:
STATE OF FLORID.
8 -
OCT 1(12mg
MICHAEL C. ANDERSON
AR NO l7305
T�TRYNT
' "DATE: 10/16/19
SCAT :1/4"=1'-0"
Ali
+/ 18'-8" BLIDCs. NCxT.s-- — - - - - -
F1'PON LV12X24 — -
OR EQUIVALENT —\ EO- 1=C� —
6' RAISED —
BAND (TrP.)
S'-S" BRCS. 1-4GT
OPT. COACH LIGHT
M19
8,_S"� BRG.
��r.,�-
0 -0 FIN.
ICI ICI I� I��._■�■ ,�
FRONT
ELEVATION
TEXTURED FINISH SCALE: 1/4 I'-0'
NOTE: WAL,� 1=ENEStRAtION
FLASHING AS PER FBGR R703.4
12
I IE
6�
— A3
0'-0" FIN. FLR., _--
4�
OFF RIDGE T
12
ROOF
kGT.
HCzT Y-
1'-0
QUIVALENT
4' RAISED
BAND (TYR)
_gym'-m" FIN. FLR- 0'-O` FIN. FLR:
OFF RIDGE t
SGALE: I/4 = 1'-0" TEXTURED FINISH
OFF RIDGE T
R
RIGHT ELE V ATI®1 �1
SCALE: I/4 1'-0" TEXTURED FINISH
1�6
EAIR, ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
12
12
I ICE �6
II
45
_r A I v
r tTP.
NCxt.
�'BRCs_ HCsT.
4B
A
I rrl=.
11.0141
1
-o0'-0" FIN. FLR-
r- �
I 2"
2' \I
DECO. DETAIL
A SGALE: lit I'-0'
11-011
MODEL 1672-ARIA
AREA OF ATTIC
= 2318 SCI. FT. li
NET FREE VENTILATION AREA
REQUIRED
- 1/ 306
REQUIRED VENTILATION AREA
= 2318 /300
= 7:73 SCG FT.
7.73
= 1112.64 SCE, IN.
MIN. REQULRED VENTILATION IN
= .4X 1112.64
UPPER PORTION OF ATTIC
= 446.056 SQ. IN:
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS}
OFF RIDGE VENTILATION AREA
= 138SO, IN. PER VENT (net free area)
TOTAL #OF VENTS REQUIRED
= 3.23
TOTAL #OFVENTS PROVJDED
= 4 '
SOFFIT VENTILATION AREA
7 SQ.IN-PER LINEAR FT {net free
area} i
LINEAR FEETDFSDFFITREQUIREC
63.58
(d'-m" FIN. FLR.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
V AA #: 0003325
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CR,EEKSIDE
� LOT #67
PROJECT#
04321.200 067R1
MODEL:
4EAB
trX
"1672-ARIA"
5•.
. .Ai3E SWING:
' LEFT
n, SAGE:
EI,EVATION "D"
60 MPH EXP. C
0.
PRINT
ARCHfTECT.
STATE OF FLORIDA
OCT 17 2019 �
P.;lICHAEL C. ANDERSON
jr N® 17305
4
107
0 16 19
DATE:
A
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SINGLE POLE
110Y OUTLET
110V OUTLET
V! OF OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
EQUIPED WKandD FAULT
INTERUPMR (TAMPER
RESISTANT TYPE)
��.J///
"'1E
220V OUTLET
(4) WIRE CONNECTION
uip
EXT. WATERPROOF
GROUND FAULT
GFI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WA'r OPER
u/4
SWITCH
4-WAY OPER.
F-0'
WALL MOUNTED
LIGHT
CEILING LIGHT
O
LED CLGLIGHT
O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
WALL SCONCE
FIRE -WIRED
VENT. FAN
I OFM PER 80. FT.
VENT. FAN
W/LIGHT
1 CFM PER Sa. Ft.
1
VANITY LIGHT
FIXTURE
(SPEC'S TBD BY
BUILDER)
FLUORESCENT
WRAP
®
LIGHT
N
,qD
AROUND
(RECESSED)
41)(21
FLUORESCENT
LIGHT
z-RUCs WRAP
AROUND
(SURFACEMNT-)
2' FLUORESCENT
4'FLUORESCENT
p 4
4' TRACK LIGHT
0
PANEL
OWN
METER
OSMOKE
S.D.
DETECTOR
BAIT. BACK-UP
W/ HARDWIRE
WALL MOUNTED
BATT. BACK-UP
SD.
SMOKE DETECTOR
W/ 14ARDWIRE
GATT. SACK -UP W/
® 8/CO
CARBON MONOXI
SMOKE DETECTOR
COMBO
CIE
INTERCONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
L�
R>
NATURAL GAS
OUTLET
►
TELEPHONE: JACK
WATER HEATER
IGNITION SOURCE
TO SE ELEVATED
DISCONNECT
A/
AIR CONDITIONING
DISCONNECT
TV
TELEVISION JACK
CEILING BOX REQUIRE
OJ-BOX
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED
TO BE SUPPORTED IN
IN
CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
LIGHT STRIP
nno
36' NCANDESCENT
LIGHT STRIP
0
40' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KP
KEYPAD
Fo Pa
F'USH-BUTTON
FOR CHIMES
�--
USB PORT
• LOCATION OF TV JACKS ! PHONE OUTLETS ! FANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRICTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF F15CR
6TH EDITION (2017) A NEC 210I2 2014 EDITION
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MI5073 FBCR 6TH EDITION (201-1).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR 6TH ED (2017).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 6TH ED (201-1)
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE MR
F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2017. bthEDITION R404.1
= TLIL.�
COVERED
LANAI
GE IL ING I
MTD. L IGHT
TO BE
INSTALLED, /
PROVIDE /
J-BOX FOR /
OPT. FAN / PRE -WIRED
/ CLG FAN
WP
C
LIJ �iI
OWNER'S a I
SUITE
q LIVING
g �/ ROOM
PRE -WIRED \ ' /
CLG FAN-
``E� � _PRE -WIRED
GLG FAN
HOOD WIRE W/ - �\ CL
OUTLET FOR S.D.
FUTURE MICRO. Q I / \ GFI
GF I 3 / �v� lI /
W.I.C.\1TV
\�/ SWITCH IN/
y-� - I Z CsFIBINEt
M \\ z I � KITCHE GREAT ROOM
LL1
/
I —
�I
L L
GF I � II
BATH
��// I d) BD #
CIF I
Li ( PRE -WIRED
CLG FAN
99 -
0- II
it � 0-IL
44
T 44 AFF. �
WH l_ I r
� � A.F.F. P.B. FOR
GARAGE I BATH
/ DOOR ! l u
BOLLARD ,/
PER BLDG. ---� ��
COND. AS REQ. / r
WALL MOUNTED
�- CODE LIGHT W/SWITCH IN '� L I
ATTIC i
3:�-� �ILol
KEYLESS O
FIXTURE FOYER
METER GFI \1 Q `\
FIELD z CLG. S.D. \
LOCI J 0. �OUTLET I \� BDRM.#OH
IRRIGATION -
OUTLET a // P..5. FOR
48' A.F.F. .
{ I o..
GFI GARAGE \ >
\ PRE -WIRED
WP`` CLG FAN
I I I I� � / I• I �:I'
ENTRY trh
iL L11
OPT.
COACH
LIGHT ------------
ELECTRICAL PLAN
SCALE: 1/4' = I'-0'
um
C
I �
I
I
I a
I
I
I
I m
I
LED LIGHTING LED LIGHTING
(69 DOUBLE LAV. 06'! SINGLE LAV.
OWNER'S BATH a BATH *2
150 AMP ELEGTRIGAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tHl
EDITION (201-T LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
15. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE ISO 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 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3*2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3
*4/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
COMBINATION ;SERVICE
150 AMP
DISCONNECT SWITCH AND
120/240 VOLT
M
ELECTRIC METER IN
1 PHASE
NEMA 3R ENCLOSURE
MILO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE 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.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 gIIIIII
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sVHDIV 8e LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
60 MPH EXP. C
ARCHrrECT-
STATIE OF FLORIDA
2 J�
OCT 17 2019
MICHAEL C. ANDERSON
N AR NO 17305 o
rZSLZM i DATE: 10 16 19
I SCALE: 1/409
=1'-011
'
SHEET
EI
IC31-011
U
i I
i I i I
i
m 1
III
KITCHEN
s1NiG wi
jI AUTO VENT
0 2' V.T.R.
n
II �
JIl
y_T 2 11/2'
11/2'
I III
1 1/2"�i 1 1/2'
2.
r 2� I1/2' -�-11/2' 1
wC. r
31'-3" 2'-5" 2'-9" -11 I I WASHER
LAV. LAV.
❑ J
SHWR
4-
PLUMBING PLAN
SCALE: 1/4 = 1'-0'
I
2'
V.T.R
2`1''�� 1
1/2'
'I
1
�I I/z'
11/2'�
2'
I
I
TU5 I
LAVI
I
I
wC.
z'
3'
PLUMBING RISER DIAGRAM
TO
MAIN
551S. APOLLO BLVD.,
SUITE 202
MELBOURNE,I FLORIDA 32901
PH: 321-802-3591
www.abdeSigngroup.com
AA #: 0003325
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�7
CREEKSIDE
LOT #67
04321.200 067R1
MODEL:
4EAB
F "1672—ARIA"
G'ALRAGE SWING:
LEFT
��. J
.E:
PLUMBING ;5
PLAN L4
f
160 MPH EXP.
STATE OF FLORIDA
OCT ' 1 j f fOI
!i?'1ICHAEL C. ANDERSON
x AR NO 17305
,mm
PRINT DATE: 10 16 19
SCALE: 1 /4"=1' — 0"
SIMET
ry
!I
Ir'
LANAI
LIVING ROOM
I
IF
ICI
0
BDRM. 3
10x&
15 CFM
45 GFM 12X8
PASS
n �')
THRU
J
MASONITE
-I
LOUVER —
180 m4 2ISON
BATH
MAX AIR 4 � SX4
584.15 CFM 45 CFM -
10X6
115 CFM
��
12X8
PASS
10X6
15 CFM
BDRM.
HVAC PLAN
SCALE: 1/4 = I'-0'
ARIA EQUIPMENT SCHEC)ULE
2.5 TONS
MrG
CARRIER
G.U.
25H5G530A•030+
A.H.U.
FX4DN(5,F)031L
HEAT
5 KW
SEER
15 SEER
TOTAL CAP
28400
ELECTRIC
208/230/1PH
5RKR
G.U. 30 A.H.0 35
REF LINES
3/4" t 3/8"
w
0
F
0.
h
A
A
x
SLJBDIV. 8e LOT:
CREEKSIDE
LOT #67
PROJECT
04321.200 067RI
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
HVAC
PLAN
60 MPH EXP. C
PRINT DATE: 10 16 19
SCALE: 1/4"=1'— 0'
SHEET
m i
PER FL
R
PLAN
1/2' CLG.
1/2' DRYWALL
SECURE BT.
PLATE To SLAB
W/ 10d MASONRY
NAIL a 32' O.G.
MAX
0'-0.
FIN. FLR
2X4 TOP PLATE
1SS
2X4 WOOD
STUDS 024'
O.G.
SLAB
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.G. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O-C.
TYP. INT. WALL (NON- BRIG.
SCALE: 3/4' = I'-O'
FIBERGLASS SHINGLES
OVER N30 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON 1,' 0.5.5. SHEATHING
OR J' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE:-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
o' 5/8' GYPSUM BOARD
OR 1/2' HIGH
STRENGTH CLG.
BOARD
PER ELEVATION
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
REFERENCIF STRUCTURAL
PER ELEVATION
TYP. Y
R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE r
STRUCTURAL ,
1/2' THICK, 2 COAT PORTLAND--L�"
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN- FLR.
Ix2 P.T. FURRING
STRIPS a 24' O.G.
8' CMU
I/2' GYP. WL. BD.
WOOD BASE
I
n W/ WINDOW OPENING
SCALE: 3/4' = I' -O'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON O.S.B. SHEATHING
OR CDX 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
n TYP. WALL SECTION
L NO OPENING NOTE:
PER SECTION 905.1.1 - FOR ROOF
C.I /1Gi L' n In T/ � TI I All A In A
IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER, (I) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE 11,
ASTM D 4869 TYPE IV, OR ASTM D
6�57
J-CAULK AND SEAL
�6A8 LME
I �' PVC SLEEVE FOR GAS LAVE
f-S' CPoJ
in, GYP. UL. SD.
AJOOD SASE
2�GAS LINE THRU BLOCK
\4QV
SCALE:
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1-1 ON a' O.S.B.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS /
VENTED SOFFIT
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 -0I FIN. FLR�
8' CMU '
1/2' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALv. STEEL
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV. STEEL ---
APPROVAL REQ.
VERTICAL TRACK
I' MIN.
BY MAUF.
GLIDE
FASTENED TO
TRACK BRACKETS ROOM
W/ PRODUCT
APPROVAL REQ.
CORNER BEAD
a' Cm SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. LLD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL RER
SEALANT
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANI.F.)
OVERHEAD DOOR
BY OTHERS
3 ) GARAGE DOOR JAMBS
D1 J SCALE: 11/2"=P-O"
2x BLOCKING BETWEEN TRUSSES
PER STRUCTURAL DETAILS ---\
STIFFBACK AT ALL UPRIGHTS
PER STRUCTURAL DETAILS
1' O 1
TYP. PRE-ENG WD. TRUSS
O.H.
_ _OLPER ELEVATION
Y
CONT. 2x RAT RUN SECURED
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS F,
INSULATION R-VALUES
PER ELEVATION
\ 5/8' GYPSUM BOARD OR 1/2,
HIGH STRENGTH CLG. BOARD
A W WINDOW OPENING
1
FIBERGLASS SHINGLES
OVER *30 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON �4,' O.S.B.
SHEATHING OR i' CDX
PLYWOOD SECURED PER
_0 FASTENER SCHEDULE
TYP. MTL. DRIP EDGE
O.H.
2x FASCIA PER
ELEVATIONS
VENTErD SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
- �- 2x P.T. SECURED PER
STRUCTURAL DETAILS
R-4.1 INSULATION 1/2' THICK, 2 COAT
WINDOW ATTACHMENT AS PER PORTLAND CEMENT
MANUFACTURES SPECIFICATIONS PLASTER APPLIED
REFERENCE DIRECTLY TO MASONRY
STRUCTURAL
Ix2 P.T. FURRING
STRIPS A 24' O.C.
1/2' GYP. WL. BD.
WOOD BASE - 8' GMU
n TYP. WALL SECTION
L NO OPENING
.-STORY GABLE BLOCK WALL
SCALE: 3/4' =1' -0'
0'-0' FIN. FLR
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
iIIIIb AA #: 0003325
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C4
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SLJBDIV. 8e LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067RI
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
PRINT / DATE: 10 16 19
SCALE: 1/4"-1'-0"
SHEET
SECURE 2xb MIN. TO
W/ 21XV 46 WASHER
GARAGE DOOR HDF
LI
LI
W/ (2)VX8' A -BOLTS 4' EMBEDMENT MIN.
NUT SPACED EVENLY FROM FLOOR TO
JOINTS PRIOR TO FILLING i-,-
�L-SECURE 2x4 ONE
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
VX8' A -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'A WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I-2Xb PT BLOCK • CENTER OF
DOOR HEADER WKI)Y2'X8' J-BOLTS
4' EMBEDMENT W/ 21X21X)e' WASHER
AND NUT.
L
F
E
L —
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
1 BUCK ATTACHMENT
D SCALE, W-V-0'
8' CMU
N DRYWALL
1'X4" OR 1'X2' P.T. NAILER
lx4 P.t. OR 5/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-Y4' INTO BLOCK
❑ W/ 3(gl TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-),'
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 Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
WINDOW TO BLOCK +3/4 OR +5/4
A SCALE: N.T.S.
2X4:
SECURE TO BLOCK W/ V
TAPCONS OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
2X6:®
SECURE TO BLOCK W/2-3fe,'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
8' CMU
18' O.G. MAX SPACING.
Yi" DRYWALL
2X8: cm
❑
l'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
OOR CASING
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Y4'J
7WATTACH
TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' O-C. MAX SPACING.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +1-1/2"
(/� WINDOW
TO BLOCK +1-1/2"
USCALE: N.T.S.
2X4
SECURE TO BLOCK W/ 3X6'
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END <
IS" O.G. MAX SPACING.
NOTE: STRUCTURAL :?X
MUST BE ON OUTSIDE 4
2X6am
SECURED THROUGH
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL Wt,'
TAPCONS
TAPCON MIN. I-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
all CMU
MIN. EMBEDMENT I Y4')'
DRYWALL
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
1'X4' OR 1"X2' P.T. NAILER
❑2X8:®
SECURE TO BLOCK W/2-f�'
7{�' O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE -145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Y4')
ATTACH 'rO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' O.G. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +1-15 16"
WINDOW TO BLOCK +1-15/ 6"
C
SCALE: N.T.S.
2X4:®
SECURE TO BLOCK W/ Wb'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT I Y4'J
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6tm
SECURED THROUGH
SECURE TO BLOCK W/2-3fe'
NON-STRUCTURAL 3%'
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8" OF EACH END 4
8' CMU
)i' DRYWALL
18' O.C. MAX SPACING.
2X8
1'X4' OR 1'X2' P.T. NAILER
❑
SECURE TO BLOCK W/2-W6'
DOOR CASING
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Y4')
ATTACH TO 2X PER
WITHIN 8" OF EACH END 4
MANUFACTURES DETAILS-
18' O.G. MAX SPACING, —//A
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
DOOR JAMB TO BLOCK +2 1/4"
�n1 WINDOW
J'
TO BLOCK +2 1/4"
SCALE: N.T.S.
2X4cm
SECURE TO BLOCK W/ 3{6'
TAPGON5
(MIN. SHANK SIZE -145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8 OF EACH END
4 NOTE: STRUCTURAL 2X
IS O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2x(ocm
SECURED THROUGH
SECURE TO BLOCK W/2-
'
.NON-STRUCTURAL W6TAPCON
MIN. I-Y4'
(MPCONSIN. SHANK SIZE .145
(M
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300 8' CMU
MIN. EMBEDMENT I Y4') ' DRYWALL
WITHIN 8' OF EACH END 4 1'X4' OR 1'X2' P.T. NAILER
18' O.G. MAX SPACING. ❑
2X8
SECURE TO BLOCK W/2-346'
TAPCONS DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
18' O.G. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SHM AS NEEDED TO K" JAM (DO NOT EXCEED A.)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
E SCALE: N.TS.
2X4cm
SECURE TO BLOCK W/6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
15" O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-We,'
NON-STRUCTURAL 3(b'
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. 1-4"
.145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
8' CMU
WITHIN 8' OF EACH END 4
YtDRYWALL
18' O.G. MAX SPACING.4ATTACH
2X8:®1'X4'
OR I'X2" P.T. NAILER
SECURE TO BLOCK W/22ND
2X SECURE TO
TAPCONS(MIN. SHANK
STRUCTURAL MEMBER
.145
W/(2)12d WITHIN 8'OF EACH
MIN. HEAD SIZE 300END
4 V TO 8' O.G. MAX
MIN. EMBEDMENT I Y4')DOOR
CASING
WITHIN 8" OF EACH ENDDOOR
JAMB OR WINDOW
18' O.C. MAX SPACING.
TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED t0
PLUMB JAMB (DO NOT EXCEED )4')
DOOR JAMB TO BLOCK +T
i1�1 WINDOW TO BLOCK +3'
SCALE: N.TS.
2X4cm
SECURE TO BLOCK W/Y4'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE 4
18" O.G. MAX SPACING.
SECURED THROUGH
2X6:®
NON-STRUCTURAL
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. 1-)4'
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK.
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
8 CMU
Yt" DRYWALL
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
I'X4' OR I'X2" P.T. NAILER
2X8cm
❑
SECURE TO BLOCK W/1-1/4'
}(b' O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
1
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
ATTACH TO 2X PER
18' O.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: OHM AS NEEDED TO FL" JAM (DO NOT EXCEED A,)
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK +3-7/16"
SCALE: N.T.S.
2X4:®
SECURE t0 BLOCK W/Y4'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
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/1-1/4'
NON-STRUCTURAL 3(j,`
TAPCONS
I
(M
(MIN. SHANK SIZE .145
ESA"IBEDMENt INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
8' CMU
WITHIN 8' OF EACH END 4'
DRYWALL
O.G. MAX SPACING.
❑
I'X4' OR I'X2' P.T. NAILER
2X8
SECURE TO BLOCK W/1-I/4'
' P.T. X 4' MIN.
TAPCONS
OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
TTACH TO 2X PER
18" O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
iu1 WINDOW
11
TO BLOCK +3 3/4"
SCALE: N.TS.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SLJBDIV. 8a LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067RI
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
DETAILS
60 MPH EXP. C
ARCHITECT
/STATE OF FLORIDA
/I. y v'�
_OCT 17 2019,- ,
- -
MIgiAL, D.-UEti,1R'SQN
AR N61 305
DAATTE: 10 /16 /19
SCALE: 1/4"=1'— 0"
SHEET
■
O1. FOLD INWARP • FT. A
OLFOLD INWARD .
PT. A
s. CREASE • I.T. B
3. CREASE • Pr. C
® ®FOLD
• TT•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
FELT
SHINGLE ROOFNG—
DRIP EDGE, OVERLAP 3',
EMEND 1/2' BELOW
SHEATHING, MECI-IANICALLT
FASTEN 4' O.G. MAX
c
OI. FOLD INWARD • PT. A
7. CREASE • Pr. B
FO
KIC KO UT
DETAIL
7/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
® 1. FOLD INWARD • PT.A WOOD SHEATHING OR CMU
7. CREASE • PT. B WRB LATER *"1,
3. CREASE • Pr. C STUCCO WRAP (FRAME ONLY)
4. FOLD PT. C OVER PT.
B TILL PT. C TOUCHES 4
BOTTOM FLANGE
8' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2" 2 COAT
f II CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
EOM
FLANGE
i' TI410c , 3 COAT CEMENT
PLASTER (FRAM), IA' a COAT
CEMENT PLASTER (CM)
WRB LAYER 02, FORTIRIBER
BUILDING PAPER (FRAME ONLY)
WRB LAYER 01,
STUCCO WRAP (FRAME ONL71
LAP LAYERS OF BUILDING WRAP
OVER "LNG FLANGE, STOP
WRB I Jf ABOVE
SHINGLES (FRAME ONLY)
)--FRAME OR Cm
FASCIA WRAP
WALL FLASHING
KICK -OUT FLASHING (SEE
DETAIL)
WATER TIGHT
SEAL. FOLP, 22
NQt Cur.
WATER TIGHT SEAL (BEND OR
SOLDER DO NOT CUT)
z
ti z
Q7l7
ROOF CEMENT
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5"X5" "L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
L" FLASHING
N.T.S.
LEGEND
DRAINAGE PLANE (WRB
LAYEiR "l, STUCCO WRAP)
WIR5 LArER *2 (FORTIFI5ER - - - -
5UILDING PACER)
1 IETAL LATH X X X X
STUCCO
WOOD SHEATHING =7i�
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS,)
SELF-ADHESIVE FLA5HING - - - -
NOTE:
1 IETAL LATH: LATH TO 5E FE}R 5ECTION
'uI
R�O3_i.l / >4ST1„I C-Bpi-O�, 1 IIN. 2_5 L5 �cc
PER' SQ. YAfRD ( UT I L I TY OR NQt" I INAL ,p�
LATH DOES NOT 1*IEET SFECIFICATIONS)
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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STJBDIV. 8e LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
MODEL:
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHRECT.
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
DATE: 10/16/19
SCALE: 1/4"=1'-0" 1
SHEET
WAI
■
LEGEND
DRAINASE PLANE (WRB
LATER #1, STUCCO WRAP)
WRB LAYER 1*2 (FORTII=IBER
BUILDING PAPER)
METAL LATH
Iw
x-X-X-X
STUCCO
WOOD SHEATHING; L_
OR I/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-103.71.1 / ASTM C-84-I-mg, MIN. 2.5 LSS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT s,
TOP 8 SIDES
0
DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
C
PIPE THROUGH
WALL
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEL=
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
ELEC. 1IETEI
VERIFY LG
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
C. METER FIELD
:IFY LOCATION
. I , 'LY STUCCO SCRATCH GOAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
�('GREAT STUFF" OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
,CO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *1,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH TPA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAc
EDGE
APPLY E—Z BEAC
OVER 900 MIN
GRADE 'D'
FELT —PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
1/16' ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
LAYER 11,
STUCCO WRAP
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
METAL LATH
WOOD 7/S' TEXTURED
f —FINISH .WOOD
CONSTIRU�T
FASTEN TO WOOD STRUCTURAL
MEMBER • 7 O.C. MAX
S' CMU rz
Ye' TO X' MID -WALL
WEEP SCpzED
•y
� )(P'
ar--j
WIDE STRIP SELF
- ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
FRAME TO BLOCK)
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER "I,
STUCCO WRAP
CUT 'X" INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
*I
STEF *I
-
APPLY bra MIN -
GRADE "D' FELT
OVER
SELF —ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
ST F #3
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STF #2
WRB LAYER *I,
STUCCO WRAP
SELF —ADHERING
MEMBRANE FLASHING
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
,5TEE F #,4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEM' #(o
( ) ELECTRICAL RECEPTACLE
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325so
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SXMDIV. 7CREEKSID
LOT
PROJECT#
04321.200 067R1
MODEL•
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT;
STATE OF FLORIDA
pav-11-
OCT 17 2019
MICHAEL C. ANDERSON
AR NO 17305
DATE 10/16/19
SCAI..E: 1/4"=1'-0"
SHEET
INN m ,"�
o DRAINAGE PLANE (UJRB
LA*TI ER #1, STUCCO UJRAP)
LJRS LAVER #2 (FORTIFI5ER
BUILDING PAPER)
METAL LATH
STUCCO
UJOOD SHEATHING
OR -I/16' ZIP SHEATHING SYSTEM
IN5TALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING
2 v21I
1 dT:�CORNER BEAD
CORNER BEAD
FASTENER B SPACING g'l" O.C.)
GMU
5/8' THICK, 3 COAT CEMENT
PLASTER APPLIEF
'ONRY
IDIRFCTLY TO 1" IA°
c BLoc4
ootot
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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sysarv: eo LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
MODEL:
4EAB
"1672—ARIA"
GARAGE SVFMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
L60 MPH EP. JC
ARCHFECT
STATE OF FLORIDA
OCT 17 2019
MICHAEL C. ANDERSON
AR NO T7305
fPRINT 10 16 19
DATE: / /
SCALE: 1/4"=l'-0"
SHEET
WA3
rA
2x6 SUB -BAND
W/1 "x4" NOTCH
END, WRAPPED IN
PEEL STICK METAL FASCIA WRAP
:.,
DRIP EDGE
-1/5" TEXTURED I ?'
FINISH 6 WOOD I �� 2x6 W5 SAND =
1/2" TEXTURED
FINISH a GMU /
METAL FASCIA
WRAP Y8' FROM �, ® fL AN
STUCCO, V FROM
WOOWALL
----------------- -------------- D
1
\\�\` EXTERIOR WALL �1
o� (FRAI" IE OR GMU)
\\ NOTE: NOTCH FOR 2X6 , SUB SAND ONLY ROOF KICK OUT REMOVED
\\
\\\ C
FOR CLARITY
\\ ROOF DECK (BEYOND)
\�
I
\
( )ELEVATiON.
C3
DRIP EDGE, 1" OFF WALL
VNOT INTO STUCCO)
1-1/8" TEXTURED FINISH 6
/ WOOD, 1/2" TEXTURED
/
FINISH a CMU
'�-�2x6 5U8-5AND W/1"x4" NOTCH 9
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1 " OFF
WOOD WALL" SUB BAND 2"
OFF WOOD WALL
-1/8' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH + GMU
METAL LATH
WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(FRAME ONLY.)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING
PLEASE SEE MA
PROCEDURES
PRE-ENG'D TRUSS TO SE GUT s
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' -m'
SCABBED TO TRUSS
W/126 NAILS (o"-8"
O.G. MAX.
2x SUB -BAND W/tY1'x4"
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR GMU)
SUB BAND DETAIL Ca) WALL
SU13 BAND DETAIL (9) 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
W/tY"x4" NOTCH a
END, WRAPPED IN
PEEL B STICK
*ROOT` CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR GMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -SAND
W/tY"x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT m �
ROOF EDGE '44$�
OMITTED 1�OR co
GLARITI' A
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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Svsaxv a� LOT:
CREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
MODEL
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
60 MPH EXP. C
ARCHFECT
STATE OF FLORIDA
OCT 17 21119
MICHAEL C. ANDERSON
AR NO 17305
r s AAA i 10 16 19
DATE: / /
SCALE: 1/4"=1'-0" 1
SHEET
WA6
38'-8'
24'-6°
10' o"
4'-2"
FOUNDATION NOTES
4"
T-4"
4"
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0"
n
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
FIVI-M12
v
OTHERWISE.
4. REFERENCE ELEVATION +-0'-0 , SEE SURVEY PLOT FOR NGVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
c\I
I- w
LL
4" CONC. I
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
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9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
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1:1
I1.10INDICATED #5 BAR, OINDICATES #6 BAR,OINDICATES #7 BAR VERTICAL
3' 10"
13' 4"
9'-2"
12 4'
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
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15.'STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
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CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.Lb30-13/ASCE 5-13, USING: F'm =
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551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE FLORIDA32901
PH: 32�1-802-3591
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OCT 17 2019_
MICHAEL C. ANDERSON
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SHEET
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551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-80P-3591
www.abdesigngroup.com
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ARCHITECT-.
STATE OF FLORIDA
`-QCT 17 2019
MICHAEL C. ANDERSON
-- AR NO 17305
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10 16 19
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ARCHrrECT-
S/T�ATE OF FLORIDA
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OCT
17 2019
MCHAEL C. ANDERSON
AR NO 17305
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10 16 19
DATE:
SCALE
SHEET
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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) 1 Od 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*ITH
MANUFACTURERS 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.I
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, ZF72 NS36 177" Ix 2 7/8" LONG, WITH WASHER Qa 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 U-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER
SCHEDULE
MARK
SI
DESC
E &
IPTION
REMARK
(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
LAB
ABBREVIATIONS E.E. = EACH END,
O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
(psl)
SIZE
H'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
—
(1)#5,
—
N/A
—
GROUTED SOLID
'
"CAST-GRET E SAFE LOAD TABLES
SAFE LATERAL
LOADS
FOR
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
8" PRECAST & PRESTRESSED
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
&
PRESTRESSED
U-LINTELS
li
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
SAFE
LOAD
PLF
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
BUS
BF8-0B
8F120B
BF16.0B
BF20.0B
8F24-0B
8F2"B
8F32-0B
- - TYPE
LENGTH
SUB
8F6
RGMD
TYPE
LENGTH
8F8-1T
BF12-1T
BF16-1T
MOAT
8F24-1T
8F28-IT
8F32.1T
8F6-1B
8F12-18
BF16-iB
8F20-1B
8F24-1B
8F28-iB
8F32-1B
8F8-2T
8F12-2T
8F16-2T
8F20-2T
BF24-2T
8F28-2T
8F32-2T
3'�" (42") PRECAST
2231
3069
:3719
5163
6607
8054
9502
10951
3'-6" (42") PRECAST
1025
1024
1598
3'-6" (42") PRECAST
1669
2655
3524
4394
5263
6132
7001
g'I
3069
4605
6113
7547
8974
10394
11809
1569
2655
3524
4384
5263
6132
7001
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
4'-0" (48") PRECAST
765
763
1309
4'-0- (48") PRECAST
1363
2305
3060
3015
4570
5325
6079
>
2093
4605
6113
7547
8974
10394
11809
1363
2305
3960
3815
4570
5325
6079
4'-6" (54") ` PRECAST
1599
1969
2110
29313.
3753
4576
5400
6224
4'-0" (54") PRECAST
592
591
1073
4'-6" (54") PRECAST
1207
2040
2707
3375
4043
4711
5379
*
2189
4375
6113
7547 (7)
8672
10294
11809
1207
2D40
2707
3375
4043
4711
53T9
54" (64") PRECAST
1217
1349
3
1 438
1 899
2560
3123
3686
4249
5-4" {64") PRECAST
411
411
745
5'-4" (64") PRECAST
10 16
171511)
2276(4)
2838
3399
3961
4522
'i
"I
1663
3090
5365
7547,,)
7342j,$)
8733(ts)
10127ps)
1018
1715
2276
2836
3399
3961
4522
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549:.
3009
3470
TAW (70") PRECAST
340
339
616
T-10" (70") PRECAST
909
1567(m1
208013)
2593.(s)
310T 4s)
3620,4)
413313)
-
,Y
11
I
)i1
!,
1451
N22
4360
7168"
60361,e)
7181(5e)
83281zo)
929
156T
2080
2593
3101
3620
4133
V-6" 18" PRECAST
{ )
gOg
23E
2177
3480
3031
3707
4383
5061
6'-6" (78") PRECAST
507
721
490
6'-6" (78"). PRECAST
835,
1407m)
186Qzt)
2329,"
27901,$)
325104)
3712,i2
1238
2177
3460
5381
8360
103943>•)
8825114)
835
1407
1868
2329
2790
3251
3712
6" T-(90") PRECAST
743
1011
1729
2832
2205
2698
3191
3685
T-6" (90") PRECAST
-
424
534
363
T-6" (90") PRECAST
727 (m)
1065(zs)
1624(31)
2025ize)
2425(n,
2827(2s1
3228p)
1011
1729
2661
3898
5681
846T(4).
6472(13)
727
1224
1624
1 2025.
2423
2827
3228
9-4' (112") PRECAST
554
699
1160
1625
2564
3486
2818
1 3302
9'-4" (112") PRECAST
326
512
230
9'-4" (112") PRECAST
591
708 (ssj
1136(x)
1474 snt
18151m
215T(34)
2500134)
"N
F.I
µ
`
752
1245
1843
2564
3486
4705,3r,
6390(40
591
862
1318
1043
1969
2294
2619
10'-6" (126') PRECAST
475
535
890
1247
2093
2777
2163
2536
10'-6" (126") PRECAST
284
401
180
1
10'-6" (126") PRECAST
530
575 (zq
916133)
1188 (33)
1461133)
1736133)
2011(33)
643
1052
1533
2093
2781
3643,3s)
4754 (4s)
530
695
1180 (e)
1472 14)
1763 t
2055
2346
1V-4" (136") PRECAST
362
582
945
1366
1846
2423
3127
4006
1V-4" (136") PRECAST
260
452
154
114" (136") PRECAST
474
504(n)
800,3sy
1037(w)
1274m
1513rn
1753,,,
582
.945
1306
1846
2423
3127
4006
494
607
1042no)
1372m)
1643,
1915(s)
2187
12'-0" (144") PRECAST
337 `
12'-0- (144") PRECAST
244
402
137
1214r (144") PRECAST
"
sao
673
125a
16B4
zts3
2a05
3552
470
550
1 940(,o)
1302„
1580(13)
late)
2075(,0)
1T4° (160") PRECAST
296
471
755
90T5
1428
1838
2316
2883
13'4" (160") PRECAST
217
324
110
13'4" (160") PRECAST
418,$)
386 Rz)
607(33)
785(3s)
964 3)
114331)
1323(31
j
4T4
755
1075
1428
1038
2316
2883
428
460.
78019)
1159 (z,).
141312o)
1653i9)
1867(17)
14'-0" (168") PRECAST
279
424
706
1002
1326
1097
2127
2630
14'-0" (168") PRECAST
205
293
100
14',-0" (168") PRECAST
384(15
350(21
56D
724(w
889
1054
12204"
I
442
706
1002
1326
1697
2127
2630
410
425
77719)
10631z,)
1358(23)
1582(zz)
1807(zv
`.(
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
14'-8" (176") PRESTRESSED
N.R.
284
91
J.
14i-
(176") PRESTRESSED
239
3Mat
520 ze
672
825 z
978 zv
1131("j
45a
783
1370
1902
2245
251T
2712
248
395
063 (e)
980 (2o)
1303 )
1518(2s)
1T34,-a)
'
15'4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
15'4" (184") PRESTRESSED
N.R.
259
83
164" (184") PRESTRESSED
224
313 2o)
486 (a)
627 rpq
769 `3)
911 (n)
1054(zs)
412
710
1250
1733
2058
2320
2513
230
368
616 (>t
908 (N)l
1240p)
1460=
1668(2s)
17'4" (208") PRESTRESSED
I.R.
NR
NR
NR
NR
NR
NR
NR
17'4" (208") PRESTRESSED
N.R.
194
64
17'4" (208") PRESTRESSED
B7
263 t"
405 2s)
521 (n)
638
756 21
873
3D0
548
950
1$26
1009
1849
2047
192
305
5W ,")
740 pe)
100. 0
127131
1473(1,
19'4" 232"
( )PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
19'4" 232"
( )PRESTRESSED
N.R.
148
52
19'4° 232"
( )PRESTRESSED
162
229 07)
348 (a)
447 R3,
$47 ,is)
647.(2s>
747 (zs)
235
420
750
1037
1282
1515
1716
168
.263
429e
623 (13)
841.
1059(»)
1227
21'4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
21'4" (256") PRESTRESSED
N.R.
125
42
21'4" (256") PRESTRESSED
142
204 ,ej
307 W)
393 (23)
480 I2a)
568 ,z4)
655 (N)
s�
180
340
598
845
1114.
1359
1468
142
232 -
373 0)
537 (1D
721 (2s)
905,)
1048(,)
221-0" (26411) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
22'-0" (264") PRESTRESSED
N.R.
116
40
22'-0" (264") PRESTRESSED
137
197 (16
295 (zz)
379(23).
462 2s
546 (a)
630 ,z3
165
315
550
784
1047
1285
1399
137
223
358. r
513 (1T)j
686 p)l
863
999
24'-0" (288")PRESTRESSED
N.R.
NA
NR
NR
NR
NR
NR
NR
24'-0" (288') PRESTRESSED
N.R.
91
33
24'-0" (288") PRESTRESSED
124
179 (14)
--
:- 202.-:319
267 (21)
—
vi
342 (zt)
455 pe)
416 (2,)
806,zs)
492 (21)
757Izr)
567 m)
876 (zn
128
25D
450
854
884..E
1092
1222
1?k
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE PERCENT
ADDED
REBAR.
(#) THE
REDUCTIONS
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NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
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-ALL VALUES TAKEN FROM
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°SAFE
ARE TO
LOAD TABLES"
BE INSTALLED
BY
CASTCFjgTE
PER MANUFACTURES
MAY
2015
SPECIFICATIONS
EDITION
PREC
PROV
ST
DE
PRODUCTS BY OTHERS TO
MINIMUM 4" OF BEARING PAST
MEET OR
EACH
EXCEED
SIDE OF
VALUES
WINDOW
STATED
OPENING
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a:1
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CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
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LIFT BEAM PLAN
SCALE: 1/4" = V-0"
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE,IFLORIDA 32901
PH: 3211-802-3591
www.a bd e�igngrou p.com
AA #; 0003325
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AGE SWING:
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PLAN AND
NOTES
111160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Od 17101
ICHA 1, �CM%J F-R0N!
AR,, NO T73US
.CIAT_ 10/16/19
SCA 2J. 1/4"=1'-0f4
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551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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DETAILS
ARCHrrECT-
TATE OF FLORIDA
OCT 17 01g .
ICHAEL C. ANDERSON
AR NO 17305
DATE:: 10/16/19 „
CALE:1/4"=1'-0"
SHEET
2. ;_.
FRAMING NOTES:'
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:
USP HTA161N/ (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,
ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETINGTHEREQUIREMENTS 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 SHOWNIN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELSSHALL 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 U-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/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
t ^1 � -
CONNECTOR SCIIEDULL
If CONTROL DAT[.S1435 ll
MiTekUSP 'i
SIMPSDN
MiTek USP
SIMPSON
DES,
UPLIFI
GRAVITY
DES.
UPLIFT
GRAVITY
FASIENER
FASI LNLR
I ITA 12-18
1625
ME10.-16
10.50
(BI lOd X11/2"k-P(7)1Gd 2�, Ai4D4
(e) 10d x 11/2' 1-PLY, 16d2PLY, EMBED 4"
(2)1ITA 16-18
2430
(2) META-16
1985
(12)Old x 11/2"1-PLT EMBED 4".-
(10)10d x 11/21PLY, EMBED 4'
1900
(30)16d2-PLY, EMBUD4
(14)16t11 VLV,EMBEU4'' -
HIA 20
1870
HEIA-20.
1810
(10)Tod x 11/2".(8)16d 2-PLY, EMBED 4"
(9) LOU x 11/2 1PLY, 18)16d2 PLY,LMBLU4"
�.
HLUGT-21
(21111A 20
1430
2111 L1A 20
2035
(12)Tod ";21/",1-PLY, EMBED 4" "
(10) Too x 11/2"1-PLY, EMBED 4"
2500
(10) (02gLV, EMBL04" :
(12) lbtl 2-PLY, EMBED 0"
(])-1/4" 21/4" 111 EN, WOOD 11611fid 1,
2260
BKIS)1/4'x3"WegeBolt+AnmWOD(1)10d
Q
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2430
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3965
3965
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(II5/$ .H ( L( ) ) %r-
1 5
( IR
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B A.I.R. I ),{ ) J
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9]90
IIGI-2+
30980
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:9860
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10530
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�213
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3525
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3285
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L1A2
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1210 P4RPLNDICULAR
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(10)lOdzl 1/2' _
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MUG115
4175
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4940
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I6
115/8"A.1.R. I N I IIGI I SI BE W I I I L PO%Y(MIN. 12"LMOLD L( ) SIDS 1/4x3"
U.
7185
(2)VGT
2185
@1S/,8 AT.R. IN I IIGI I STRCNGTIJ EPDXY (MIN. 12"EMBED),(81Tod
(2)5/8"A.T.R.IN IIIGII ST0.[NGTLI EPDXY IMIN'12"CMBCDI. 321 SDS 1/4"x3"
MIW 12
1195
MTS-12
1000
(14110d x 11/2",(14) Told t..
(14)SOd X 11/2
I ITW 16
1260
TITS-16
1150
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HlW 20
1530
HIS-20
1450
(24)TEd X:111/2",(20)too
(24)10tl X 11/2'
H1 W 24
1530
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1450
(24)10d X 11112", (20) 30d
L51Al2-
930
TEST A-12++
925
(10)Im
LSTA 18++
1235
157A-18++
IDS
(14)10d
114) old
MSTA-18++
1310
MSTA-18-
1315
(14)IM
(14)10d.
MSIA-24++
1640
MSTA-24,
1640
(18)10tl
1
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MSTA-30++
2065.
MS1A-30+F
2050
(22)10d
(22)10d
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2065
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2050
(26)IW
(26)10d
F
K9I236
3890
M511-36
3800
(36)10tlX11/2"
(36)10dX 11/2
KTS1248
5140
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5065
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1210
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950
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1
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800
(10)10tl 1/2' 101 RUSS, TED)10d X 11/2" 10 PLAl E
(12)10dA 11/2'.
R116A
i380
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1140
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(18) d%l U2"
MUG115&PHU4A
4175
VGT&HOU4
1565
(28)10d TOTRUSS,(10)WS3 WOOD SCRCWSTO POST W/5/8"THREADED ROD
(36)bDb 1/4'x9'TO. WOOD, (10)SDS1/4"x21/2"W/TI TREADED ROD, (2) NUTS/WASI ICR/2:PLY
M UG 115&P11 DMA
41]5-
VGT&IID]B
4940
(28)10d TO�TRU$S,'10)WS3 WOOD SCREWSTO POSTW/5/9k HHRCAD[DROD
(16) 0; 1/4'x3 TO WOOD, 13)-3j4"STUD BOLTS W/i11REACICD ROD, 121 NUTS/WAS[IER)2PLY
PAU44
2535
6]]5
ABU 44Z
2200
6665
(1)5/8,"A11,R. IN HIGH Si R6NG1H EPDXY,(MIN.]" LMBED)INCONC.,(12) 16d 10 WOOD 1
(1)5r8 A.I.R.':IN HIGH STRENGTH EPDXY, (MIN. ] EMB1,DT INCONC 12)16d10 WOOD
PAU66
2386
16005.
ABU 66Z
2300
12000
(1)5/8'pI1R. IN HIGH STRENGTH EPDXY, (MIN .]"EMBED)JNEDNEa (12)tGd 10 WOOD
(1)5/8 A1.N IN HIGH S18MGIH EPDXY, (MIN. ] EM8l,D.)lNCONC,H2H6d1OW00D
i
L1 S19 +++
1205
L1119 +++
1340
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34"0.TH IN I IIGI I SRENGN I EPDXY MIN.] LMBLU: INCONC. B10d TOWOOD
(1) .i 1 ,( ) ,( ).
v,
S
L152UB+++
1100
L11200+++
1500
1 3 4° A T R IN IIIGI I STRENGTI I EPDXY MIN. ]" CMBC IN CONE 10 lOdx 1-12TO WOOD
1 1 / .( a I /
IGI I STRENGTI I EPDXY MIN ]'CMBCD. IN CONC., 10d TO WOOD
112'ATR IN II ,.( ,I
( 1 I
O
111145
4160
I114 -
4235
(1)5/8 AUR. IN IIIGII ST0.ENGTI1 EPDXY CONE., 118116tlX 21/2"
GTII EPDXY MIN ] EMBED,)IN ONC 26 ibdX21 2"
(1)5/8':ATR IN HIGH. STRLN (. COW., 1. /
U
Z
❑ITTE
5005
1ITTS
5090
11)5/8 A.,{;R. IN H IG H SIT FILING I H EPDXY (MIN.]" EMBED) IN CONC., l6d X2112"
(1)5/8"0.iR I N H IGH 51 BENGT H EPDXY ] EMBED;) IN COIC,(26) 156% 21/2"
4
UPHD11+
14395
HIIDO31-SAS
25+
1IRtq
(31 TRI IN IC; .LNGTl Er NiN.10". EMBED) IN COW, WS3 WOOD SCREWS
(Ill"."^ ., rn ciRCNGTII EPDXY, [MIN. 10 CMBC011NCONC,(24)SDSY,x2Y,WOODKRCWS
IDSA
6525
H078
6645
B IN IIIGII STRCNGT11EP0 V MIN J"[MOLD IN CONE. 14 WS3 WOODXREWS
158 A ri I I 11
(1 /
[MO IN CONE 334" STUD BOLISTO WOOD
1 ]'8"A 8 I IIIGII STRENGTH EPDXY, MIN ] CD /
( I r N .I ) )
.I
1Dk8
LD)IN COW (3)7/8 SI UD BOLTS IO WOOD
IT EPDXY, (LESSIHAN
WGMIN
NFM35X12U
2580
2580
]33D
m3HA
3.56/112B
34]5
5330
6"E�MBED&NOlGT
(1)1/2'p3 El 41FROM EDGE 04 CONE W/3/4"DIAIIW RAMSEI/REDHEAD
DYNq BOLT$LCCVCANCIIOR ORCOW/MINS"EMBCDINSTALLED INFACE . 114)IDdAT101Si
(113/4' ATR I N H IGH SI BENGT H EPDXY, (MIN.6,75"ORMOVE NI) INC.M, U. I OP, (1) 3/4" A.1.RN H IGH SI RENGIIT
ENO%Y,MIN 675 EMBEUMENI)INL.M:U. FALL, 1181IDtl10BLAN1
HU54121F
MAID
2710(100%)
Hu5CA12
(WOW)
3635
2660(100%)
I10)16d TO IICAOCR. I10)Sfid TO W000
'..
I10)16d TOIICADCR,110)1fid TO WOOD 1
3225(125%)
3265I125%)
1,
6
IID4101F (CMU)
1950
5000
IR1C910
(CMUI
1800
4500
118)1/9 xI3'Y'W53 SCNLWS,(I"3Dd TO
WDOU USN {2D13/16' 1APPLR+(10110d10 WOOD
(18)1/4x1d/4.. 111tN(11 PLR FIANGE)IOCMU, (10)1Utl 10 WO01}.
S
HU210-21F(CMU)
1950
5000
IIuC230-2
(EMU)
18M -
4500
(18)1/4 x3""WS3c RLWS,(10)10d10.
WOOD. USP 120)3/16' TAPPCR:I1B110d TO WOOD
(18)1/4"x2-3/4"114N(9 PLN FIANGE)10 EMU, (30)}bYl10 WOOD
HUL10-31F (EMU)
1550
5000
HUU10-3
(EMU)
18110
4500
W0004USP124WS3 RT FPCRO+)10dlO lOtlTO WOOD. ..
(18)1/4 x23/4 TITCN: III PER FIANGCITOCMU,HU) 10d TOWOODi
`.
LGUM26-2
2125.
GOES
LGUM26-2-SOS
1430
5595
(4)3/8'X4"Wedge-Bolt+ Anchors, WOOD(4)WS3 WOODSCREWS
(41i/IS..x 4111EN HU ANCHORS (2 PER FLANGE)IOCMHI{4)1/4X21/ZSUSSCHEW510 W000
1
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FRAMING PLAN
SCALE: 1/4" = 1'-0" Cpp�
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA32901
PH: 321-802.3591
www. a bd e$ i gngrou p. co m
AA #: 0003325 -
o' x�
1 S.TBDI . & LOT 'Q,
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04321.200 067R1
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MPH EXP.
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ARCH! TECT;
ATE OF FLORIDA
r�
r -
MICHAEL C. ANDERSON
AR NO 17305
ins �. 'T£SLmd'e4..S', a�,uPs
PRINT
DATE: 10/16/19
SCALE: 1/4"=1'-0"
SHEET
S 3
ENGINEERED WOOD TRUSSES--
PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP
"ROOF/WALUFLOOR
DRAWINGS FOR REVIEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
PLYWOOD SHEATHING, SEE
2 USP HTA16 TRUSS ANCHOR
'ROOFANALUFLOOR
WITH
SHEATHING
TRUSS EA. PROVIDE 4" MINIMUM
NOTE: FORA W/ SYNGLE
FASTENER SCHEDULE"
CONCRETE EMBEDMENT. DBL
PLY, A PT SYP #2 2"X6"X4'-0"
!�
A-(1)USP HTA16 TRUSS ANCHOR WITH (9)
STRAP, 1 EACH SIDE WRAPS UP
! MAY BE ADDED W/ 1Od
70d x 1 1/2" TO TRUSS. FL#17680
AND OVER TRUSS (NOT
NAILS, 2 ROWS, 3" O/C TO
B-(2) USP HTA16 TRUSS ANCHOR WITH (9)
SHOWN)
FACILITATE 2-PLY -
1 Od x 1 112" TO TRUSS EA STRAP. FL#17680
USED IN CONJUNCTION WITH
CONNECTOR.
DBL STRAP, 1 EACH SIDE WRAPS UP AND
HEAVY UPLIFT CONNECTOR
OVER TRUSS (NOT SHOWN)
FL#17680
(A) USP LUGT2 W/ (5) 1/4"x3"'POWERS
1 x2, 2x WOOD FASCIA
WEDGE BOLT& (16) 16 GALV. NAILS TO
I
SEE ARCHITECTURAL
TRUSS (2PLY) #FL17240 (NOT SHOWN)
2x SECURED' W/ (3) 16d
(B)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
AND APPROVAL
GALV. COMMON NAILS.
IF 4 BOLTS ARE USED
1x2 SECURED W/ 1Od
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
= U:1870 LBS, L:710LB3 (1 STRAP)
B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS)
B ALLOWABLE UPLIFT
= U:2430 LBS, L:1310LBS (2 STRAPS)
TYPICAL
TRUSS/
Qi,1b GIRDER CONNECTORS) SCALE:3/4"=V-0"
4 NOT USED
Q �
OUTER 1/3 OF
SPAN ONLY
I
BTM.-
PLATE
DEPTH 1/4'D
—HOLE EDGE >5/8"
—HOLE DIAMETER
< 2/5'D SGL. STUD
AND BORING LIMITS
)LE EDGE >518"'
HOLE DIAMETER
< 3/5'D DBL. STUD
2a 2b TYPICAL ROOF
GIRDER CONNECTOR(S)
# 1175 UPLIFT USP
HTWM20 W/101OdTO
TRUSS AND (4) 1/4"x21/4"
TAPCONS TO CONT
POURED LINTEL
# 1900 UPLIFT (2) USP
HTWM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 10d TO
TRUSS AND (4) 1/4"x21/4"
TAPCONS TO CONT
POURED LINTEL
PRE-ENG TRUSS
- CONTINUOUS BOND BEAM
\I I I
TAP CONS MIN. 2"
COVER 2"APART
REPAIR OF MULTIPLE
3 MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4"=V-0
(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA. TRUSSES WHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVERS TRUSSES) 4'-0" O.C. (AT SHEATHING
U-0" TO 30'-0" (1) "X" BRACE SEAMS)
30'-1" TO 60'-0 (3) "X" BRACE
SECURE 2x8 PT. PLATE
(1) "X" BRACE @ CENTER
TO BLK W/ 1/2" DIA.
(2) "X" BRACE DIVIDED EQUALLY
6'-0 `MAX (W/1 X4)
ANCHOR BOLT W/ 2"
FROM CENTER TO END.
OR 10--0" MAX (W/2X4)
WASHER SET IN HIGH
^
2x WOOD FASCIA, STRENGTH EPDXY 6"
SEE ARCHITECTURAL MIN. EMBED. AT32" OC
MAX.
1x4DIAGONAL
PRE-ENG GABLE TRUSS SECURE GABLE TO2x8
BTM. CHORD
P.T. PLATE W/ 12d's 8"
BRACING, SEE
STIFFBACK (AS PER O.C. MAX
PLAN FOR LOCATION
W U
TRUSS'ENG)
CONT. 2x4 SECURED W/
o jr a MAY NOT BE
� }
(2) 10d's @EACH TRUSS
i h 17 a REQUIRED
TO BE INSTALLED @
AF
10'-0" O.C. MAX.
BTM. CHORD OF
WOOD ROOF TRUSSES
SEE SCHEDULE FOR
BOND BEAM REQ.
5 NOT USED
9 NOT USED
1 x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END
INTERSECTION TYP. ! L I V
6 BTM. CHORD BRACING
SCALE: 3/4"=1'-0"
1 � NOT USED
PRE-ENG'D TRUSS
SCALE: 3/4"=
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOFTRUSSES ARE SUBJECT TO UPLIFT, F1
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1AND F2 FORCES.
ALTERNATE MATERIAIR
;ALE: 3/4„=1'-0" i- 1 °k
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE,IFLORIDA 329W
PH: 321-802-3591 `
www.abdesigngroup.com
AA # 0003325
CREEKSIDE
LOT #67
PROJECT#
04321.200 067R1
MODEL.
4EAB
"1672—ARIA"
ky
GARAGE SWING:
LEFT
F AGE:
:i
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DETAILS
i
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1
ad
H EXR, C,
r ARCHfTECT
STATE OF FLOR�DA
OCT 17 2019,<
MKI,AAEL. C. ANDERSON
R "FAD 17305
PRINT DATE: 10 16 19
SCAT :1/4"=1'—O"
S3�
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. ANCHO BOLT W/2"
WAS SET IN HIG
STRENGTH EPDXY 8' MIN.
EMBED. AT 32" OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
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 @ CMU WALL
SCALE: 3/4"=V-0"
r
CREEKSIDE
LOT #67
PROJECT
04321.200%067R1
MODEL:
4EAB
"1672— ARIA"
G. RAGE SWIN'C-:
LEFT
PAGE:
DETAILS
0 MPH EXP.a;
ARCHf1ECT;
STATE OF FLORIDA
. ,,f -
i
� 17 2019 - �
ti
LAEL C.ANDERSON
AR NO 17305
PRINT DATE 10 16 19
SCALE: 1/4"=V-0"
SHEET
S3
1
(2) 2X4 No.2 SYP DIAL.
BRACE W/ (3) 12d @ EA.
TRUSS (DIAG. BRACE TO
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-ENG GABLE TRUSS --
(2) "X" BRACE DIVIDED EQUALLY
�K Q. ,
STI. c ❑AC T nLL
FROM CENTER TO END.
GHTS OVER 4'-10" HIGH
UPRIGHTS
-
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOF/WALIFLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
2x6 OUTLOOKER @ 24" O.C.
SECURED W/ USP RT16A
1x2, 2x WOOD FASCIA Z- CONNECTION PER
SEE ARCHITECTURAL TRUSS MFG.
2x SECURED W/ (3)'16d ENGINEERED WOOD
GALV. COMMON NAILS. TRUSSES @',24" O/C,
ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
12" O/C AND APPROVAL SECURED W/ (2) 12d's @
MASONRY BOND BEAM EACH TRUSS
SEE SCHEDULE (:::1 GABLE END PRE—ENG'D TRUSS
W1 HIP RETURN SCALE:
SIDE VIEW
2
VTT SPACING (1) AT EACH END
Akin Cl n-,'l.C. MAX.
PRE—ENGINEER��
VALLEY TRUSS CONNECTION
SCALE: N.T.S.
551 S. APOLLO BLVD.,
SUITE 202
MELBOURNE, FLORIDA 32901
PH: 321-802-3591
www.abdesigngroup.com r
AA #: 0003325 5
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sysaTv LOT•
CREEKSIDE 4=
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LOT #67
ROJECT#
0421.200 067R1n
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4EAB
1672-ARIA"
GAEtAGE S WING: w.
LEFT
PAGE: z.p�
A55'
FA
Y
DETAILS
6 MPH EXP. CAP
ARCFiffECT
STATE OF FLORIDA
OCT 1 T 2019
P ICHAEL C. ANDERSON
AR NO 17305
FIDA: 10/16/19
'
rY
•
a
HIP ROOF
ROOF WIND DESIGNPRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 = 23.79 PSF 33.79
ZONE 2 = 39.48 PSF (49.48)
ZONE3 . 67.16 PSF 77.16
A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED'. 160 MPH
WIND EXPOSURE: "C"
RISK CATAGORY: II
APPLICABLE INTEf INAL
PRESSURE COEFFICIENT+- 0.18
GABLE - END
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.
ROOFSHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 ,
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END
A
i
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
(16-20 RINGS
SCREW SHANK
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 (ISANTA) 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.
8d RING SHANK GUN NAILS @ 4" O.C.
lz TOP & BOTTOM EDGES
J
Co/
Q I
Z
Z �
W
c7 FL
z
Q Lj
U) O
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Z
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a
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IIJZ
Y
Q
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U
U '
Z '
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00
00
Q W
Z W
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LU
CD w
Y @
z .
a
2 U
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00
J
Q
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09
aW w
x I CD
� U W
LU
U F U
o) � O
00 w co
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Il
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RA
FTER OR TRUSS
ROOF SHEATHING
cD
x
Z �
m
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
C8d RING SHANK GUN NAILS
0 6" O.C. INI FIELD
TO BE STRUCTURAL GRADE)
8d 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 J\
TYP, 3/4" T&G 1SU,B-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS I
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB ISPECIFICATIONS ANDI.
ARCHITECTURAL, MECHANICAL, ELECTRICAL, .PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS. FOR SLEEVES, DEPRESSIONS, AND OTHER. DETAILS NOT SHOWN
ON STRUCTURAL DRAWING
S. GS. APPLICABLE BUILDING DE T - U G CO STANDARDS: FBC R 2 17 h 0 6t EDITION
ACI 318-14 BUILDING CODE RE
QUIREMENTS
FOR STRUCTURAL
U 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.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TOWORKPERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND..
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf
20 psf TOP CHORD -non-concurrent
10 psf BTM CHORD non -concurrent
DEAD LOAD DEAD LOAD
15 psf TOP CHORD 20 psf. TOP CHORD
(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE)
10 psf BTM CHORD
P 5 CHORD
psf BTM CH p O
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: 1 Opsf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH
FIXED STAIRS: 3 f Ops ,BALCONIES" (EXTERIOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf; PASSENGER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS:30psf, STAIRS:
40psf
SHOD DRAWING REVIEW;
SHOP DRAWINGS WILL. BE: REVIEWE9 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 60CUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT bOCUlMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER. THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WPITING BY THE ARCHITECT. _
FQUNDATIONPSITE PREPARATION:
FOOTINGS WERE DE81GNED FAR 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. TREAT ALL
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 -fHE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN. MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER:
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVESTRENGTH3 AS FOLLOWS:
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" +/-PRIOR TO THE ADDITION OF PLASTICIZER
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301; STM C-94 OR MEASURING, MIXING TRANSPORTING, ETC.
CONCRETE TICKETS: SHALL BE TIME -STAMPED WHEN CONCRETE ISED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED SO MINUTES. IF FOR ANY REASON THERE IS
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. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS).
B, FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:
1-1/2' FOR #5 AND SMALLER
2" FOR #6 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4" FOR SLABS; WALLS AND JOISTS
1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
ALL. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
PROVIDE B% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EXPOSED EDGES OF CONCRETE. ARE TO BE CHAMFERED 14".
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VA OR B BARRIER MEMBRANE
P B E RANE 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.
EXCLUSIONS FROM THESE PLANS:
WATERPROOFING FLASHING, ND ISOLATION, FIRE.SEPARATION, S G, SOUOR OTHER NONSTRUCTURAL O ITEMS
ARE NOT PART OF THE STRUCTURAL' PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY REQUIRED BUT ARE BY OTHERS.
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM At85, GRADE 65 AND BE PLACED IN ACCORDANCE. WITH THE ACI
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE.
SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM 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
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
AND VERTICAL BARS SHALL LAP x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
REVIEW.
TYP. MIN LAPS A F BE - SHALL S FOLLOWS: : O O.. 5. #4 BAR `. - 25" #6 BAR - 36"
#5 BAR `- 30" #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED LAB E TINGTHEWALLATTH C S BEAM OR LINTEL SUPPORTING E TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
WALL
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER.
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES (AGI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES AND SPECIFICATION@ FOR MASONRY STRUCTURES AND COMMENTARIES), AS
PUBLISHED BY THE MASONRY STANDARDS JfdINT COMMITTEE.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLL®W CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASfM C-.90, GRADE.I'm = 1500 PSI::. BLOCK SHALL BE PLACED USING
LAY-UP MASONRY WALL
S TO BOTTOM OF TIE .RUNNING BOND UNLESS OTHERWISE NOTED. LA BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. @ROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ASTM C-476, AND SHALL PROVIDE A MINIMUM CPMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
COURSE AGGREGATE, AND SHALL BE. PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
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.
WOOD:
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ALL WOOD FOR BEAM 00 O 5 BEARING WALLS
, SOLE PLATE
S, TO
P OPPLATES, BRACING
, LEDGERS, BLOCKING
,
CRIPPLERS. SILLS ETC. SHALL BE SOUTHERN PINE
_ O 2 0R BETTER. Fb 11 PS
I SI AND A MODULUS F
US O
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.
MINIMUM NAILING PER FBCR2017, 6th.EDITION. SEE NAILING SCHEDULE ON PLANS.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
SYP #2.
UNTREATED WOOD SHALL 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
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF& FLOOR LAYOUTS. PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT SPANS
& ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE TR S UCTURAL BEARING
CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL. ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SH
OP OP. DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOAD§ 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 LO
AD PRESSURES
. THE DELEGATED
G fiED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS.
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL
T RAL
CONNECTORS" BY USP, OR EQUAL UNLESS NOTES OTHERWISE ON PLANS, INSTALL CONNECTIONS
WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE
LATEST CATALOG.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE
TYPE
SPACING
REMARKS
APPLICATION
SIZE
TYPE.
SPACING
REMARKS
e, O/C
..GARAGE DOOR BUCK
114" DIA.
TAPGON MASONRY
1 x2 PT FURRING TO
CASE HARDENED COIL
MASONRY/CONC.
NAIL 11/2 LONG.
TO MASONRY/CONO.
NOWASHER
FASTENER
8"O/C
1 12' EMBED., 4^ END DIST.,
11/2"EDGE DIST.
9" O/C
WINDOW/DOOR/ FASTENED
GARAGE DOOR BUCK
1/2" DIA. W/
SGD AL. EXT DOORS
CASE HARDENED COIL
1x PT,: SEE NOTE 6
NAIL 1 V2 LONG
STAGGERED.
INTO MASONRY/CONC.
TO MASONRY/CONC.EXPANSION
WASHER
BOLT
pq• O/O
4" EMBED., 4^ END DIST,
3" EDGE DIST.
WINDOW BUCKEENOTE
CASE
WINDOMASOR/FASTENED
METAL
CONTACT.THIS -ENGINEER FOR SPACING
1x PT. SEE NOTE6
NAIL11/2'LONG.
L11/Z'HARDENED ONG.
STAGGERED.
GGE
INTO MASONRY/CONO.
MASONRVICONC
SONRYICONC
REQUIREMENTS
EXT SWING DOOR
(2) 31167)IA.
'TAPCOV'
18" O/C
1 112"EMBED, WEND.
NOWSEAPING WOOD
1121.^
EXPANSION
BUCK 2. PT, SEE NOTE 6
NO WASHER
FASTNER.
DIST., 1 1/2" EDGE DIST.
WALL TO GONG SLAB
W! WASHER
BOLT
24" O/C
4" EMBED. 4" END.
DIST., 3' EDGE DIST.
2z PT W INDOW BUCK 0 138"PAF x 21/8" 9-O/C 4" END. DIST., 1 11T
PT TO STEEL COL SEE
NOTE6 W/ WASHER STAGGERED EDGE DIST.
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
j
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
f
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
--
. FASTENER SHALL BE THE STRICTER RE
5 S NEfl SPACING FOR THE BUCKS S C REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
E
`
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. 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPGONS OR PAF TOTHE SUBSTRATE.
— -- --�
551 S. APOLLO BLVD.,
SUITE 202
M.
ELBOURNE FLORIDA 32901
F
PH: 321-802-3591 k
www.abdesigngroup.com
AA #: 0003325I'
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"1672-ARIA"
GA-R.AVIE S W ENG: r.
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DETAILS
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160 MPH EXP. JC
ARCHfTECT:
STATE OF FLORIDA
1
Owl? Im
MICHAEL C. ANDERSON
AR NO 17305
M-ATE'
10/16/19
SCALE: 1/4"=1'—O"
,= 1' -I j ON
� I
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
.......... ........... I ....
FL # or Miami -Dade
.......................................... ........ .....
FLORIDA PRODUCT
...... -------------------------- 1 1 ...............
REVISION EXPIR
EXPIRATION
...... ....... ......... .... -----
I ... ...... ..............................
Model #
...... ..................................
Manufacturer
. .. ........ ..........................
Glass Description
.......................... ................................ ............. ............... ---------------- ........................ ......... ......................... ---- ... ....... ..... ............... - - -
Building
Building Design Product Design
Method of Attachment
APPROVAL REVISION
DATE
Pressure Pressure
1J4'° concrete screw 6" edge distance @ head, 4" edge distance @ Jamb, 4- each side
of transom centerline to bucking. Fastener spacing @ IS" o/c max. 0 head and jamb,
FL5891.2
R6
12/31/2021
Swing door
Smooth Star
Therma-Tru
N/A
Min, embedment of all anchors to be 11/4" (+36)
------------------------
---------- -- -- ----- -- ----- -------- - -----
------------ - - _ -----------------
--------- -- -- ------
------ - -------- -- - ---------------------- - --
- - ------------ ______ ....... . ..
____ -----------------
_ - --------------- --- ----------- - - - 1_______1 --- — --- - - - --------------- --- ___ ------
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 113/4" o/c at jamb,
16" @ head, 11/4" embedment. Type ll: 3/16" or V4" ITW concrete tapcon anchor. G"
max, from corners, 7 1/4" a/c at jamb, 10 1/4!'@ head. 11/4" embedment. Two
additional tapcon 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
(+39) 1-48) 1+
install per manufacturers recommended requirements. 50)/(-50)
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 10"
@ head. 11/4" embedment. Type lk 3/16" or 1/4" ITW concrete tapcon anchor, 6"
max, from corners, 8 1/2" o/c at jamb, 6" @ head, 11/4" embedment, fight
additional taipcons top and bottom required horitontatly, one midspan vertically each
FLI6100.1
R6
6/30/2020
Vertical Mullion
Ply Gern 1500
Ply Gem
Non Impact
side. Install per manufacturers recommended requirements, N/A N/A
.
.....................
.................
...... ..........
.....
...... ......
Type 1: 3116" or IIW'ELCO Ultracon anchor 6" max, from corners, 14" o/c at jamb, 16"
@ head / sill, 11/4" embedment. Type 11: 3/16" or 1/4" ITW concrete tapcon anchor,
6" rnax, from corners, 8 1/2" o/c at jamb, 10 112" @ head / silL 1 1,4" ernbedroest,
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
Sill Riser
Ply Gem
Non Impact
(+33) (-41) (+50) 00)
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline to bucking. Fastener spacing @ 15" ci/cmax. @ head and jamb.
R4
12/31/2019
Opaque single
Smooth Star
Therma-Tru
N/A
Min. embedment of all anchors to be 11/41,
(4-36) (-47) (+47) (-47)
door with transom
Double Garage
3/8n X 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
F1.161073
RIO
12/31/202P
Door
16.2x7 73 W6
Clopay
N/A
: (+29)1 (AS) (1-36) J (42)
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per
shingle placed 6-1/8" above the butt edge, approx. I" and 1"
3" from each end and 1/2
FL7006.1
RIO
Roof
IKO Cambridge
N/A
above each cutout, Drive nails straight so that nail head is flush with, but not cutting (436) (47) N/A
into shingle surface,
Miami -Dade approved corrosion risistant tin caps and 12 g& 1-1/4" annular ring
FL15216,1
R4,
12/31/2020
Undeflayment
Rhino U-20
Interweb
N/A
shank nails spaced G"O.C. at all laps and three stall rows fastened 12" O�C. in the
(RS)
(PENDING APPROVAL)
field, N/A
.......... ........ --------- .........
.......... ....... . ............... ......
....... . ............ ......... .
......................
.......
Position Vent Flange beneath loosened shingles aligned w/deck opening. Apply ASTM
0 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the vent
flange at both the inside and outside perimeter and to continuously surround and seal
the flange. Slide the top and side flanges of the vent underneath tie
allow the bottom flange to lie on top of the shingles. Attach the vent wish galvanized
or stainless steel roofing nails having a min 12 ga shank, min 3/8" diameter head and it
ql'Z4 N
sufficient length to penetrate through the sheathing (ring shank nails shall be used in
OFF -RIDGE VENT WITH
the HVHZ). Nails shall be located V from the edge of the flange and 8"O,C. along all
FL16918,3
R2
9/9/2026
Off Ridge Vent
TAMCO
N/A
four sides of the vent, All exposed fasteners shall be sealed with roofing N/A
BAFFLE
cement/mastic. all loosened shingles shall be adheared down with roof
cement/mastic. Refer to and follow ALL Manufacturer's installation instructions, AOR
is not responsible for Errors, Orrissions or interpritations of this Installation Method,
Apply Roofing Sealant on all seams inside the Roof Collar, Apply Roofing Sealant ---
along ail (4) sides of the bottom of the Vent flashing, Install in location under
F
shingles to roof deck Fasten Base Hang to Decking using I I/W' Ring Shank Nails,
Fasten Base Flange w/(1) nail ea comer @r'from edge, Fasten each Side of Base
Flange using (3) nailes spaced nominal S" apart and 1"from edge. Fasten Top and
FL3792
R11
Roof Vent
770-D
N/A
Rottomusing (3) nails spaced a nominal 5" apart and V'from edge fora, total of 22
8/16 1 /202�
(alternate)
Lomariaco
nails. Seal all seams and nail heads and loose shingles, Refer to and follow ALL N/A N/A
Manufacturers installation instructions. AOR is not responsible for Errors, Orrissions
orinterpritations of this Installation Method, AORisnot responsibiefor Errors,
Omissions or misinterpretations of this installation Method-
FL24161,1
NONE
12/31/202
Soffit
Vanform Soffits
PI Gem
N/A
FL24161.1.
(+31,5) (-38.8) (+77.0)/(-73,6)
1/4!'x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 —3/V in
Hurricane Panels
Hurricane Storm
concrete/ rnasonry, 2 1/2" rain• edge distance, 12" o/c max. spacing, Can be headed
FL16293A
R2
12/31/2019
Less than W span
24 GAGE
panel MFG,
N/A
screw orall thread but with wing nuts. N/A +or - 20 p.s.f.
........... ......
................................ .........
...... .... ...
........
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ I 3/4"m
FL16293,1
R2
12/31/2016
Hurricane Panels
24 GAGE
Hurricane StorM
N/A
concrete/masonry, 2 1/2" min, edge distance, 12" o/c max. spacing. Can be headed
6' span or more
panel MFG.
screw orall thread butwith wing nuts. N/A + or - 20 P.S,f,
Install per manufacturers recommended requirements.
Ftl�147,1
R3
6127/2019
Zip system
Wall Sheathing
Huber
N/A
N/A
----------------
Sheathing.N/A
------ ------------------
CONMR0L 1�4TE
551 S. APOLLO BLVD,,
SUITE 202
MELBOURNE, FIL ORIDA 32901
PH: 321802,3591
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AA #: 0003325
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