HomeMy WebLinkAbout36173 Stable Wilk Ave• e e u I T■ r T a
99, -A 99
6 7 2 --, _'R -ILA
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
• STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIONS
CERTIFIED BUILDING CONTRACTOR:
•FLORIDA BUILDING CODE, RESIDENTIAL,
ABv
ABOVE
WV.
LAVATORY
5TH EDITION (2014)
A/C
AIR CONDITIONING
IIIM.
LmDNous
•ALL LOCAL AND STATE
CODES
AM
ALT.
ANUSTABLE
ALTERNATE
Mt.
MFR.
MEDICINE calm
MANUFACTURER
D.R. HORTON HOMES
AMP.
AMPERAGE
MIN.
MINIMUM
— RESIDENTIAL, GROUP R3
ED.
EDAED
MTD
MOUNTED
12602 TELECOM DRIVE
:CONSTRUCTION
•CONSTRUCTION TYPE
— VB
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CAB.
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NOT TO SCALE
TAMPA, FL 33637
•MIN• INTERIOR FINISH
— CLASS B
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oPROPER�TY
•BASIC WIND SPEED
MPH
PL'
LINE
TEL: (813) 740-9720
Vasd 116 MPH
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PH
PHOSH�Bm70N
FAX: (813) 740-9715
•EXPOSURE
_ B
CVult=150
PT.
C.T.
CERAMIC TILE
PLT.
PLATE
•I —STORY RESIDENCE
D.
DRYER
PLYWD.
PLYWOOD
•2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
DD.G.
DW
DUAL GBL DOUBLE LAZED
DIAMETER
P..f.
R.
PAIL
PRESSURE TREATED
RISER
DIM.
DIMENSION
RAD.
RADIUS
STATE OF FLORIDA
DISP.
DP.
DISPOSAL
DEEP
RA.G.
REF.
RETURN AM GRILL
REFRIGERATOR
PROFESSIONAL ARCHITECT:
D.S.
DO NNSPOUT
.
RR..o.
Room
ROUGH OPENDIG
ROLAND A. ABOUCHACRA
DD.WI`
DIISSHWWASHER
SO
S.H.
SMOKE UNG °R
SINGLE HAIL
AR NO. 93723
EIEVA.
EACH
ELEVATION
sEA.
m.
SIIWR.
SHEATHINGSQ.FT.
CALC.'S
M.
Eat.
EQUAL
EILADS
Li.
SHOWER
sDmArs
A.B. DESIGN GROUP, INC.
ERR' .
ERT
SL.
SLIDING
LIVMG
1612 5Q. FT.
F.C./FX .
GLASS
FMGLASS
SL CL
SLIDING GLASS
1441 NORTH RONALD REAGAN BLVD.
6ARA6E
432 50. FT.
F.G.
FUEL GAS
STD.
STANDARD
LONGWOOD, FLORIDA 32750
EANAI
30 50 FT
FIN.
FLB.
FINISH
FLOOR
CIS
SETINALL
SECTION
Tel: (407) 774-6078
L
.
S6 SQFT.
FLUOR.
FR. DR.
FLUORESCENT
FRENCH DOOR
se
TEMP.
SOLD CORE
TEMPERED GLASS
TOTAL
2239 SQ, FT.
Fax: (407) 774-4078
8A.
GAUGE
TO O.C.
TO of CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GL
GYP. BD.
H.B.
H.C.
HDR.
HOT. OR LIT
INSUL
GROUND -FAULT CIRCUIT
INTERRcl"
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
BRIGHT
INSULATION
TYP.
UNO
V.P.
W.
W/
VD.
IN.
W/H
TMCAL
UNLESS NOS
VAPOR PROOF
WASHER
WITH
WOOD
WDIDOW
WATER HEATER
PLAN
REVIEW
\TE
CHECKED BY:
INT.
INTERIOR
V.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
ALL WORK SHALL COMPLY WITH
PREVAILING CODES
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, AND
CITY OF ZEPHYRHILLS ORDINANCES
REVIEW DA
CITY OF ZE
PLAN EXAh
SHEET #
bir _ z 3
O11
,Sls
INDEX OF DRAWINGS
DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG 1A—DOWEL PLAN
PG 1B—LINTEL SCHEDULE
PG 2 —FLOOR PLAN
PG 3D—ELEVATION "D"
PG 3D.2—WALL ASSEMBLY ELEVATION "D"
PG 4D—FRAMING PLAN ELEVATION "T
PG 4.2—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—MECHANICAL PLAN
PG Di —FOUNDATION DETAILS/SECTIONS
PG D2—MISC. DETAILS
PG D3-1—STORY WALL SECTIONS & NOTES
PG D4-2—STORY WALL SECTIONS
PG D4.1-2—STORY WALL SECTIONS
PG D5—MISC. DETAILS
PG D6—PRODUCT APPROVAL LISTING
PG WAI—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
Grou
DesigEn
.
11 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA W: 0003326
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SILVERADO
LOT #22
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0441128.000-22001
MODELS
4EAB
1672— ARIA"
GARAGE 8'IING:
RIGHT
PAGE:
COVER
PAGE
150 MPH EXP. B
�
I 11/3/16
8CALZ: 1/4"=1'— O"
BIERMT
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II, ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VIi. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
1. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. NAND LOAD CRITERIA
I. BASIC WIND SPEED VOLT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS :0.18
V. RISK CATEGORY II
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID
NON-METALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
t. REFER TOTHE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTIUTIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN V2 THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
ALL BACKALL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT
TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT
EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
9. EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW FOOTING LINE.
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1P2CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518' COX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
10. FLOOR SHEATHING SHALL BE APA RATED/4* SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR VT CDX PLYWOOD SHEATHING.
MASONRY
12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO.
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2
PROVISIONS OF INS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
PSI.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
3, OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
VARY BUT IT SHALL NOT BE LESS THAN'/. INCH AND NOT MORE THAN'/.INCH, REFER TO FBCR 5TH EDITION (2074), SECTION R607.2.1
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
FOR MORTAR JOINT THICKNESS TOLERANCES.
SHALL BE LIMITED TO U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 25W PSI PEA
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014).
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG TIE BY SIMPSON CO., OR EQUAL. UNLESS
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX).
MANUFACTURER IN THE LATEST CATALOG.
REINFORCING STEEL
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014).
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
PLUMBING
REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
1 SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
Z WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. WELDED WIRE FABRIC SHALL BE 6' X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED NTH AMAFLEX.
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25* WHEREVER POSSIBLE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
I. #5, W310R D31 AND SMALLER 2"
EDITION (2014).
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER %"
EMRIOR WALL COVERINGS
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/:'
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
APPROVAL OF THE ARCHITECT.
EXTERIOR FINISHES
A R C N IT I C T S
6
Design
Grou 1N�.
L441 N. KUNALU KLAUAN ULVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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F
9VHDIV. 8. LOT.
SILVERADO
LOT #22
BLK #1
PROJECT*
04128.000-22001
1[ODE%
4EAB
"1672- ARIA"
GARAGE D'WOfC :
RIGHT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
k
I
TIMBER 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8' THICK, OVER FRAMED WALLS APPLIED OVER IROLAJ A AB ftkCRAA
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 3 COATS, &T THICK, ` AR NO 93723
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) WHERE APPLIED OVER MASONRY OR CONCRETE.
B. NATIONAL FOREST PRODUCTS ASSOCIATION: DP 11 /3/16
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-122.
SCALE 1/4"=1'-O"
2-STORY GYPSUM BOARD :SET
UNDER STAIR PROTECTION: T
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/T GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15
A R C H I T E C T
2' V.T.R
�2'
I I/2'1/2'� I
2, 1
I ;1-I1/2'
I TUB I I
I I ILAV
WC'
KITCHEN
SINK W/
V
AUTO VENT
2V.T P
re12''
11/2';
I
I/2'
7sH
LAV.
LAV.
SHWR I ,. I
I
Wr
o '
TO3— \-3'
MAIN 4, 3
PLUMBING RISER DIAGRAM
24'X24'XI2' CONC.
PAD W/3-S BARS
EIU. ON CHAIRS 12'-0" _
MIN. 3' COVER --
■� ■
4
DI o
4• {j -
0 I CONC., yi LL
SLAB o4
4
DI I 1 3 1/2'
■
�1
F-------
I
4' GONG, REINF. W/ 6'x6'
WIAXWI.4 UJIM ON 6-MIL POLY-
I
I I
ETHYLENE VAPOR RETARDER
L -ail
ON WELL -COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL
ri
• I BE BORA-CARE--____`
I
�aJl
LJN
I I �I I' PVC CHASE
II
FOR ELEC. TO
II
■ I ISLAND
II
I
II
I
■
I
,
IGA/A
\�
4' PVC-
CHASE
■ I EXTEND
SLAB 1 1/2'
■ I = I
I
D
N
1
5
DI
2X6�
2'-9' 2
-
_g l1/2'I
EXTEND
SLAB 1 1/2'
I I
F..
IoL 0'-0' ELEV. DI I~I
\IFFIN. CONG. SLAB
gl
4' CON-
— — — SLAB 5
DI
■ ■ ■ t ■
10'-10, I, 8'-8'
8"
CONC.
19' -8"
W�rr I
w���I
J
I
I■
I
I DI
I
I
I
I
I■
I N m
(WCII I■ -
0
I � �
III (II
e II A ---
?HWR PAN - �, -
IHIS
7_el 4' CONC.
SLAB
3°� •
_ BOLLARD-
A5 REQ. PER
BLDG. CODE
EXTEND END OF PVC.
CHASE UP 12' ABOVE
COND. CONC. PAD
I
I
EXTEND WALL l 1/2'
FTG. UNDER
ENTRY COLS.
_J
0'
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113.1 OF THE FESCR 5TH EDITION (2014)
SECURE STRAP TO
UNIT W/ (2) -5x1 1/4
A/C
SHT MTL 6CRE11,15
-lk
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC.
CONC. W/ (2)-3/16'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
LVNUwUUU, rL 32IOU
PH: 407-774.8078
FAX: 407-7744078
www.abdesigngroup.com
AA x: 000sazs
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$LTHDIV. a. LOT
SILVERADO
LOT #22
BLK #1
PROJECT*
04128.000-22001
W0DRU
4EAB
"1672—ARIA"
GARAGE $PIING:
RIGHT
PAGE:
FOUNDATION
PLAN
50 MPH EXP. B
ARCMECT
STATE OF FLORKA
PIUNT
DATIW. 11/3/16
SCALE: 1/4"=1'-0"
$i1EET
1
IID'-4"
�3 8
DOWEL PLAN
ARC N I T E C T E
6
Design
Grou .��.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.00m
AA S: 0003325
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STJHDIV. aC LOT.
SILVERADO
LOT #22
BLK #1
PROJMT#
04128.000-22001
moDlyu
4EAB
"1672-ARIA"
CAPLAaIC B'WMG:
RIGHT
PAGffi:
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT-.
STATE OF FLORDA
1
Dp TM 11/3/16
EICAIM: 1 /4"=1'- O"
BHEmT
1A
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
cc noevrry i nene cnm a•• mmccerr a wmccrmcsmcn ua lasso a
*--4-
SAFE LOAD - POUNDS PER LINEAR FOOT
TY2'E
8U8
aFa•
-
LENGTH
en-B
wT•o
ew•m
4•
-es
T-10'(349 PRECAST
2231
auras
3N9
Ym8
.0 11sa'I
60
1541
eel+
0334
mW`
Ibd!
N-6' (42') PRECAST
2231
lm6B
nn
52aa
s6m1
aura.
ssm:
meal
SNB
Nm5
bIQ
A4l
eB'14
Imme
4'-0-(48')PRECAST
1966
]ebl
»ss
2A1
4rmD
'Rt0
ria
4asm
A41
pe61
-
1mll
misl
nDm!
4'-6' (549 PRECAST
599
B6s
2-
tam
4!A
2531
.1.
SA3
le4l
Alb
N
D4mm
msaa
bxt4
It009
9'-4' (64')PRECABT
DY1
IY19
HSa
Mn
2D60
!n9
!•N
41M
rs3
!m!m
DSN
Asi
s13s
5'-10'00'1 PRECAST
1062
amm!
s.,m
u
49•m
sm
1W
e3]
6'-W 08') PRECAST
908
n!a
n3s
Jm
2m
Mae
34N
Stull
e3a
11m1
e3sm
4»a
sNl
l'-6' (90')PRECA9T
143
mll
bM
]I]s
n2D
X92
TNI
2Xe
seas
26sa
N61
llal
Mil
9.6
W-4' 012'1 PRECAST
--.
�''
AI
Irom
n4D
ate
mw
2sbt
]e•4
3(es
SIN
26b
4
lSm2
10'-6YD6'1PRECAST
419
a!s
ea0
Qn
]me!
n11
JW
Hsa
64!
maJ
BD!
2W
4141
114•4' (1969PRECAST
362
-
413
Sn,
4Bm.
9N
ter•
11-
24TD
3m
4mN
IT-0.044W RECAST
33,
sae
nsa
m64
2
tame
3M2
sae
use
2ro
nee
9eD2
13'-4-("'PRECAST
256
411
411
Tee
lDD
Im'ID
HX
H»
1638
b!6
23M
y
]De!
2ae3
W-0•068'PRECAST
21S
424
lm•
mm2
TeX
teal
20
263m
MS
GI
J69m
H'-8'lf16•) PIQaT!
N.R.
4eB
1e9
t3lm
lam]
3349
an
nn
IB'-4'(1849 nE
NAL
tR
Ht
w
Na
N!
NQ
4Q
1m
nDm
ms
]mse
al2m
Ml3
IT'-4'l20B'1PIa:a1F'eee
NJ-
Me
e3s
see
8]6
I60'9
Ws
2-1
19'-4'(23Y)q
NR
NR
NR
Ne
T%
4
A0
m!l
Qa2
2ew
nu
22'-OY264')NR
m74'-0T288')NR
rR
w
NR
NR
MR
Q9
Xm
4em
see
w
ms2
Q22
SAFE UPLIFT LOADS FOR 8" PRECAST B PRESTRESSED U-LNITELS
CMNC/MIm
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
aF8-rt
6Q-rt
aFm-R
tFM-R
EPl4-R
lfT6R
!!x-R
aF6n
ffQ-n
sm-n
-n
aP]bn
03J-n
3'-6' (47') PRECAST
"t
26DD
M4
43aa
D26!
aW
-t
H 4
1lef
*261
W
1-1
4'-V' (48') PRECAST
D6!
]3mD
9mbm
!eB
451m
D329
sans
e!»
4'-6' (54') PRECAST
2-!SA
4ew
4111
e!A
Qml
l0em
21m1
3!A
4m49
4111
D l
S'-4' (64') PRECAST
m16
ne
22
xels
ass!
De6l
4aJT
Ids
ne
]tale.
xe3s
3as!
aD•I
4S]2
51-101(10') PRECAST
N1
x
3
36
483
9]
B6l
S3620
453
PRECAST
ees
D
9
110
ass
uml
tare
]
x,se
9MI
!-In
T-6' (90')PF£CA5T
1
wa
24
1
4
424MIS
24M
!2
9'-4' (1129 PRECAST
e'a1
I
M
26
asT
me
Ir43
leas
TJs.
»n
10'W0269FRECAST
e30
a
916
I"
{
2.1
It
by
412
-S
(1369PRECAST
414
103
nl4
B6
M3
2.n
12'-0'!14{'JP�CAST
no
124
Sss
ne!
4lm
e6m
U'N
M10
13'-4' (160-PRECAST
4MS
a0l
w
WS
4X
,rm
,am
IH
ma
14'-0-068.)PRECAST
Se4
4
4 e1
1n
sm
B
IBI
n34
14'-8- M61) PFEST!
]4•
399
DM
N3
12
19'-4' (184') P>ffallE
n4
2
3B
3rD
w
911
W
Il'•4' (208'2'IaEeTm1
IBl
26'J
NI
b
A6
19'•4'(292•)I•I'EDTI!
-2
SN
239
,4m
Ml
SIl
nll
64
HV
141
us
»3
4M
un
21'-4' l756'f1oESTx
wx
W
2m4
a3]
Set
SV
Sv
931
Tll
22'-0'(26{•,T1ffDTR
l3l
L91
B'i
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2s9
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am
462
M
74'-taY788')PlmesTE
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39
4
49]
Al
N1
aA
*-114-
SAFE LOAD - POUNDS PE q LINEAR FOOT
TTPE
LENGTH
B1016
urea
4'-4' (52-) PRECAST
M119 lSaB 92M 4l49 a4T1 64U Abl
1b35
mm 9•s! 52N NM amour 9nD men
4'-6' (S4•) PRECAST
ass
Bsb lOr3 ]s3I 9s6D 4s16 Bet4 bees
nDa Ns9 D106 amrm 9ns mev
5'-8' [BB')PRECABT
s20 RIm nm 22T1 Iese 94m2 ssN
Nb
Xl T4q 4N1 .sae 1M1 vn
5'-10-(10-)PRECAST
pp
Ns lies Immm Q4 2•4D 9I14 slam
Ina Tl12 1T4T 66 n
6'-8' (80')PRECAST
l9l
9d Dm4a T111 •JI/p
s01 ID2B em4e l% DnD
l'-6' (90')PRECA$T
669
1 19 �� 24 T a143 V!9 N29
'195 H90 a4DB TNr a143
9'-8' (1161) PRECAST
47
4N see tar 2293 sm 4mv sus
D26 sB! Ur► TMs sQD IB0 eD`J
*WV41101110
SAFE LOAD- POUNDS PER LINEAR FOOT
iYFE
LENGTH
4'-4' (52') PRECAST
aaa rt
s�R
aRwn
eRn-n
INS
.Im.f-rt
Ua2
awls
aRrTr
3aN
aam-Tr
sw
awn.-Trea3a
440
sum
Sure
1N8
2l62
30N
!AI
4445
DHm
4'-b' !94') PRECAST
N1
m:mf
2n2
2Bls
saml
4as
ssu
Nl
aam
JYTJ
J'4!s
9rml
Nl5
4DI!
B'-8' (68') PRECAST
A
Q.s
w
2N•
MW
-1
am
069
Ilml
=6
11D4
1362
!MI
9'-10'(l0'1 PRECAST
sae
nos
2Xa
vu
32
nss
bBe
Qss
R46
22es
nl3
SRN
21e9
6'-8•(DW)PRECAST
51m
sJs:•:
D9m
24
»
elm
ma0
;w
400
242a
Ie-ID
s.lB
T-6' (90')PRECAST
90•
14T
tW4
M
TW
2eb1a.
9p
B9D
Q64
n•9
TIN
1861
Je4a
V-S' (1169 PRECAST
Me
Q22
a
3Y
Sam
mV
mr
]ld
]0M
2lsl
MATERIALS
I. rc B' pr.ra.t Imt'1 • 4mmm pal
2. re p- sad 11-1 . 6mii� pal
3. &M per ABM C416 rg 9009
pal m/ wazemm 3/B Nk:h
ggr.get. I B to II Isloop
4. Ccll Me.ony Unftlt. [CHIT) pa
ABM c905 m wnnuimmn n.t a.e
Bmm l
6. Z pr Asm n AST(
6. Prrtrr.ing Wand pa A9M 4416
grade nm low ralaz t
1. fiwter pa ABM c210 type n w s
L-2 L-2
L-3
(2) 3052-51-I
l2) 3052-6I.1 EGRESS
:*I
EG�SS
L- i
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM
ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
EQUIVALENT OR GRATER CAPACITY THAN THE VALUES STATED
4^ZT-44911111T4 LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
I1'-4'
SF28-I5/IT
L 2
'I'-6'
8FI6-IBAT
L 3
12'-0'
8FI6-I15/IT
L 4
1'-4-
BF16-11BAT
L 5
1'-6'
SF24-115AT
L 6
4'-6'
SF16-05M
L -7
1 4'-6'
1 SFB-IBAT
ASV. DOOR ASSEMBLY, BTM. ® V-0
GENERAL NOTES a Barr lead rat ba.W on rational tlasl la SAFE LOAD TABLE NOTES 43 R99.A AT TOP
1. f4-v Nil mortar bad and head Jolrm.. ens Far 1n•50Dpei 1. All valor ba-1 an minimum 4 In h 1. For TYF'E DESIGNATION nIN fl) READ
A0 3m end AC 530 cwputta INtal hrlgMla net .Ylouat -I/1' CLEAR
2i2. SYlor. flll.d Iinl.l. a. re �uhsd. Im. Thr oKlsI- wrf- of 11M 6 W W Ibd N mct>Iw conartr W I brednngg wr fr bad hon nrzt T helgFA Mnun. F .FILLED Ull]N 41KM / U • 11FLLLED
DWelbtlen e112nu1 oust eeelply with Ur erWtacWel .0 -11. "it Yaw a coat of .tutu ilad M accwdarlu Ezc'pum: Befm ludo fa Innllad lamle nwt 8. For IMsu IrrlgU• not sheen, us. We load
eery b9 aPP BEE 6a LATERAL LDAD
and/a .Wclural deamrts. with ABM C-296 or oUwr ad coati be ra>duc'd by 2mL If b.erzg Irgth le non next I t usgth Noun a11NITRY Q 7 fEBAR AT
aFFr� •5 TABLES FOR LOAD RATING
4. U-LMI.Ib err merwfectu•sd with 5 IQ' bog notcYw at IL Llntale load'd Nmuaansor with vantlul ( I IMa then 6 In NId1r. 9. All ears bade In units of pounds pr Iinrar 4 CJ'ILL
ly grev ty or FOR EACH ADDITIONAL PATTCn OF LINTEL CAVITY dd the ands to eccomadat' vaKlul cell rehyacing end grouteg. yalin).14 honxonbl ([.-.)lead. should tar ehaduW REWF,0RCW CM FULL. 3. NA .Nat Rat" root
5. Retest. the CAST-gG£TE Load D.fl.clton c aph brodve Iw Un <.onl2Nled bedbg Wth Um fellaung .cluetlon: COIIR.eE 3. 8ah bade err ayaalnpo.ed .thus be W. m. All -fa loeda W-1 an .le piq aippartrd n
for IeIIN a.rleetlon IMerMllon. 4. B.Ia batle b. grads 4m « grad' 6m span SF I �O -1
6. Bottom fl.m adc rebar to be b -I at U bottom flab rl2er. IL The r..lba b U•e the pararah'.b O � GRamf
oft llrltal uvn . gppn.e venleal bad• M2elletl heriaernel lead /2' CLR TYP S.
•1 saber r b' .W.11tutad for tmo Intllutr Ul' aductlon for dr 40
y 5 Im y paurit r gra
1. l/32' tliam.aa .Ir..11nupa are welded to nm Sr.aValloel loed Safe hQHZe l bad 9 reMn b B' Totten only fl.ld edd.d saber. aUANtITY OF 9 CF L�INTCL CAN��p
Bolton .lwl far matllenlul arld xaga Q. AddltluMl utaal load capacity un ba (2) S REBAR 6. TYr drigrwr nay ova .. eoneanNated Ezanpl. T'-6' Ilnlel type 32-8 .ef. L RIx.aR AT TOP S
S. Case-Nl-pbea ealu'te may ba pravltl.d M appglW IHzrl dxam'd by the drlgla by prwming ad -I rana'orc.d GR4m w c~ load. hen tTl. r e mad tabi- try r-'ty load . 64121 w/ Fiw NCHYLIL 1EIG4r Boman REIfFo ft
In 114w or carr.0 maaerny alit•. eorlcrels m..orry above the IMlal. 9" dsull at right. ulWlatlrlg tM mezm.m rrialblg monrlt rduetlon*6412 (26). 5501 plr I. 1-era•ACIUAL FRONDED aJ LN41E1.
and eMar dt d- ham fdu of NOI'1NAL'WDT'l a' (VARIES)
A R C H I T E C T!
6
Design
GrouF a.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.a6dBE gngroup.com
AA #: 0003325 df
W
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SUDDIV at LOT
SILVERADO
LOT #22
BLK #1
P1tOJECT#
04128.000-22001
�[ODEIs
4EAB
"1672-ARIA"
GARAGE 81rMG:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
ARCF6iECT:
STATE OF FLORDA
� J 11/3/16
SCALE: 1/4"=1'-0"
SiI81ET
1�
CpVMW AND ClADDNG
W!O LOADS
BASCYNOSPOSI EFOR3MOfD008
OPENNGS
SOuaE
ME
1%WH WD (YW
FEMAINS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
IS
5
24/-31
DR MIN. CRITERIA
SGD. MIN.
41
5
23/-n
CRITERIA
19,010 CAD.
112
5
20.4/-22.1
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT —II,
EXP—B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2
TO MEET TESTED ALLOWABLE OR NOMINAL WIND
LOAD VALUES FROM THE PRODUCT MANUFACTURER.
COMROL DATE O7/"i
FLOOR PLAN
NOTE:
-2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR A55EMBLY TO BE THERMA-TRW FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EC3UIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FBCR 5TH ED, (2014).
SQ.FT. CALC. S
LIVING 1612 SO. FT.
GARAGE 432 SO. FT.
ENTRY 38 50. FT.
LANAI S6 50. FT,
TOTAL 2238 80. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRG.
4'
DBL.
TOP
PLATE e
A BAR DETAIL
ARCH
w
C�
A R C x I T E C T s
6
Design ...
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www,a bdesigngroup.com
AA S: 0003325
F
w
ti
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F
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SILVERADO
LOT #22
BLK #1
FIWJ W
04128.000-22001
moD"a
4EAB
"1672— ARIA"
oAstAas S'WMG:
RIGHT
PAOIC:
FLOOR
PLAN
k.150 MPH EXP. B
ARChYFECT-.
STATE OF FLOFMA
IFF
IM I 11/3/16
8CAL&: 1/4"=1'- O"
grico CT
2
A R C H IT EC T S
SHINGLE
ROOF
--l'!"ml
FYPON —`
BKTI IXII OR
EQUIVALENT
4' RAISED
BAND (TYP) \
00' FIN. FLR. _
TEXTURED FINISH
TD. CALCS - OFF -RIDGE VENTS ONL-T
4REAOFATTIC
= 2235 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIREDVENTILA RON AREA
= 2235/300
= 7.45
VENTILATION AREA X SQ. INCHES PER FT. (144)
= 1072.8 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 10728
IN UPPER PORTION OF ATTIC
= 536.4 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PERVENT
536.4 /115
TOTAL# OF VENTS REQUIRED
= 4.66435
TOTAL# OF VENTS PROVIDED
= 5
*AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
+/-I8'-V BLDG. HGT.
�— FYPON
BKTIIXII
OR
EQUIVALENT
CORATIVE
BRACKET
FYPON
LV12X24 OR
12
6
EQUIVALENT
LJ
-8' BRG. HGT.
RAISED
ND (TYP.)
8'-8' BRIG. HGT.
0'-V FIN. FLR 0'-O' FIN. FLR
I— —�
� 2 I—mo 2--1
I�� I
\ 4" /
OFF RIDGE VENT 12 nLOUVER DETAIL
SOALE= 1/2' = 1'-0'
Lill—] 1:1
12 OFF RIDGE NT
6
REAR ELEVATION
TEXTURED FINISH
OFF RIDGE
m
T 0'-0' FIN. FLR I
.-- -- - ---- - ----- -- ------ --- - ----- -- ---- - -- --- - --- - ------ ---- ---- -�. 0-0' FIN. F(_R
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
6
T. - - - - - - - — - - - -- - -- - — - -- - - - 8'-8' Bfdi. NCsT.
0
0'-0' FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
0
Design
G% .2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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LOT #22
BLK #1
PROJECT
04128.000-22001
MODEL:
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1672— ARIA
GARAGE awIIdG:
RIGHT
PAGE:
FRONT,REAR
RIGHT &
LEFT
ELEV. 'D"
50 MPH EXP. B
ARCHRECT
STATE Cr- FLORIDA
AR IAt y
DATM 11/3/16
19CALE: 1 /4"=1'- 0"
skim=
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A R C N I T E C T E
P�
EQ
FRONT ELEVATION
WA3 ❑ a ❑ TYP.
WA
REAR ELEVATION
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I
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LEFT ELEVATION
RIGHT ELEVATION
0
Desi .
Grou la
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32760
PH: 407-774-6078
FAX. 407-774-4078
www.abdeslgngroup.com
AA #: 0003325
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BLK #1
PROJMT#
04128.000-22001
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4EAB
"1672- ARIA"
GARAGE MrMG:
RIGHT
PARSE:
WALL
ASSEMBLY
ELEV. "D"
150 MPH EXP. B
ARg ECT.
STATE OF FLOMDA
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Design
Grou . .
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAK 407-774.4078
www.a Ddmigagr0UP.ODM
AA #: 0003325
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LOT #22
BLK #1
04128�.000-22001
mopZU
4EAB
1672- ARIA"
GARAGE 91WMG:
RIGHT
PAGE:
FRAMING
PLAN
ELEVATION
11 D"
k.50 MPH EXP. B-CC
E
i
pamT
.Aim 11/37
19CAM 1/4"=1'-O"
BHEET
4D
CONNECTOR
SCHEDULE CONTROL DATE: 01-05• l
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-16
1625
(8) led x 1 1/2' I -PLY, (6) 16d 2-PLY, CUSP: (10) led X 1 1/2' - NO I6d OPTION)
(2) META-16
1985
(2) HTA I6-18
2800
(10) led x 1 1/2' I -PLY, (USP: (10) led x 1 1/1')
2515
(I4) I6d 2-PLY (USP: NO I641 OPTION)
HETA-lb
laic
HTA I6
1610
(9) led x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) led x 1 1/2', NO Ibd OPTION
I-ETA-20
1810
HTA 20
1810
(9) Ned x 1 1/2' I -PLY, (8) I66 2-PLY USP: (10) led x 1 1/2', NO I6d OPTION
}
(2) HETA-20
2035
(2)WTA•20
3230
(10) led x 11/2' I -PLY USP: (10) lied x 1 1/2'
2500
(12) Ibd 2-PLY CUSP: NO I6d OPTION)
QLGT-2
2150
LUGT-2
1550
(1) - 1/4' x 2 1/4' TITEN, 2 CUSP: BLK (5) 1/4' WB, WOOD (16) led
V)
DETAL-20
2480
OWTA-20
2430
(18) - Tod x 11/2, 1 PLY
MGT
3565
MUGT
4115
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (22) IOd TO WOOD CUSP: (26) led TO WOOD)
HGT-2
1098e
HUGT-2
5190
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (IS) led TO WOOD CUSP: WOOD (8) 10d)
HGT-3 .
10530
HUGT-3
S060
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (l6) led TO WOOD (USP: WOOD (8) 10d)
LGT3-SD825
3288
LUGT-3
3525
(12) SDS 1/4'xV TO GIRDER, (4) 3/8' x S' TITEN HD TO WALL (USP: CONIC. (4) 3/e' X 5' WEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
ISIO
(I0) led x 1-1/2' (USP: (10) led x 1 1/2'
wT
4540
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), OW -SIDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MT5-12
1000
MTW 12
II%
(14) 10d x 1 1/2' (USP: 04) led x 1 12', (14) led)
HTS-16
1150
HTW 16
1260
06) led x 1 1/2' CUSP: (16) 10d x 1 1/2', (IS) led)
14TS-20
1450
HTW 20
IS30
(24) led x 1 1/2' CUSP: (24) lied x 1 1/2'. (20) 10d)
HTS-24
1450
HTW 24
1530
(24) led x 1 1/2' CUSP: (24) led x 1 12', (20) led)
LSTA-12 .
'325
LSTA 12
930
(10) Ned USP: (10) lied
LSTA-18 .+
12-15
LSTA 18
1235
(14) ied USP: (14) led
MSTA-18 .+
1315
MSTA-10
1310
(14) led USP: (14) led
V)
MSTA-24 .
1640
MSTA-24
1640
(18) led USP: (18) ICd
a-
MSTA-30 «
2050
MSTA-30
2065
(22) Ned USP: (22) Ned
<
MSTA-36 +
2050
MSTA-36
2065
(26) led USP: (26) led
E—
MSTI-36
3800
KST1236
3890
(36)led x 112' USP: (36)led x112'
N
MSTI-48
5065
KTSI 248
5140
(48) Ned x 1 1/2' USP: (48) Ned x 1 1/2'
H6
950
LFTA 6
1210
(8) 86 TO PLATES, (8) Sd TO STUDS (USP: (I6) ad x 1 12', (I6) ad)
SP4
885
SPT 4
945
(6) Ned x 1 12' TO STUDS USP: (6) Ned x 1 12' TO STUDS
A34
395
MP 34
380
(4) Sd x 1 12' TO BEAN, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
HHCP 2
Soo
(12) led x 1 12. USP: (10) led x 1 1/2' TO TRUSS, (10) led X 11/2' TO PLATE
HICA
1140
RT 16A
1380
(I8) led x 1 12, USP: (9) 10d x 1 12' TO TRUSS, (8) led X 1 12' TO PLATE
VGT 1 HDU4
4S40
PHD 4A
S215
(16)-SD5I/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUT6NIA5HER/2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
VGT [ 14018
4940
TDX 10
10140
06)-505 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5AUASHER/2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
ABU 44Z
2200
6665
PAU 44
2535
6115
(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC„ (12) I6d TO WOOD USP: SAME AS SIMP50N
ABU 66Z
2300
12000
PAU 66
2380
16005
(U 5/V A.TR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (12)16d TO WOOD USP: SAME AS SIMP50N
V)
LTTI9 .+
1340
LTS 19
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (8)10d TO WOOD USP: SAME AS SIMP5ON
LTT2� +«
1500
LTS 206
1105
(1) 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. V EMBED) IN CONC, 60N0d TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 12', 2-12'
0
HTT4
4455
HTT45
4160
(1)5/8' A.T.R. IN HIGH STRENGTH EPDXY MIN. 1' EMBED,) IN CONC, (18) SC-10 X 1 1/2' (USP: (20) Ibd X 2-12')
USP HAS MORE NAIL OPTIONS: (20) Ned, (20) led x 1-12', (20) Ibd x 2 12'
Z
Q
HTT5
5090
HTT45
5C05
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) I(pd X 2 12' CUSP: (20) Ibd X 2-12')
USP HAS MORE NAIL OPTIONS: (20) lied, (26) lied x 1-12', (20) led x 2 12'
HHDQII-SDS 25+
11010
UPHD 11
14395
(I) 1- ATR N HIGH STRENGTH EPDXY, (MIN 10' EMBED) IN CONC„ (24) 806 4' x 2h' WOOD SCMWS (USP: (24) W83 WOOD SCREWS)
HD113
6645
TDX 10
10140
(U 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (3) 314' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
MBHA 3.56/1115
3415
5330
NFM35X12U
29W
1130
SIMPSON: (1) 3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4'
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18)I01:J TO BEAN
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
W
V'
HUSC412 (WOOD)
3635
2660 (PLR)
HU94121F
3060
2110 (FLR)
(10) Ibd TO HEADER <I0) I66 TO WOOD USP: SAME A9 SIMPSON
3265 (ROOF)
3325 (ROOF)
Z
Q
HUC410 (CAN)
1800
4920
HD410 IF
BOB
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: CIS) I/4' x X WS3 SCREWS, (10) led TO WOOD.
USP (20) 3/I6' TAPPER+, (10) led TO WOOD
=
HUC210-2 (CMU)
1800
Seer,
ND210-21F
1305
5000
(18) 1/4' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) Ned TO WOOD: (USP: (0) 1/4' x 3' W83 SCREWS, (10) [Old TO WOOD.
USP (20) 3/16' TAPPER-, (10) led TO WOOD
HUC210-3 (CMU)
woo
5005
WD210-31F
L305
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (10) 1/4' x X W53 SCREWS, (10) led TO WOOD.
USP (20) 3/I6' TAPPER-, (10) led TO WOOD
LGUM26-2-906
1430
5595
LGUM26-2
2125
6065
(4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CAW, (4) 1/4' X 2 12' SOS SCREWS TO WOOD,
USP (4) 3/8' X 4' WEDGE BOLT.* W63 WOODSCREWS
HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23' REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
U)
+ + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
LJ
H
0
ATR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x Fi
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-O'
DBL 2 x 10
1'-0' TO I0'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO V-0'
DBL 2 x 12
8'-0' AND OVER
FRAMING= NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8'-0.
U.N.O.
4'-II 1/2'
1'-II 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 .12
1 2 SYP)
AS, OSB
NAIL (3) 12d 6 6'-8' O.G.
TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-ICo
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER,
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD LINO ON FRAMING PLAN
!o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1, EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL Co SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C N I T E C T S
6
Design
Grouly...
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAK 407-7744078
www.abdesigngmup.mm
AA 8: 0003325
W
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EIVHDIV a. RAT.
SILVERADO
LOT #22
BLK #1
PROJICC"
04128.000-22001
MODffiz
4EAB
"1672— ARIA"
GARAGE 81Imo:
RIGHT
PAGE.
CONNECTOR
SCHEDULE
50 MPH EXP. B-CC
ARCHITECT-
STATE OF FLOFSDA
DP IN 11/3/16
NCALE: 1 /4"=1'- 0"
B*Ec P
4.2
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
W A•IP B.,r. a MLE
110V OUTLET
00V OUTLET
VT OF OUTLCT WRm
TO $—
CFI
110V CUTLET
EOA WA1ff FA0
NT6MRPIER fTAI'PER
_
REBIBTPNT TTPE1
220V OUTLET
(4/ WRE C CT(ON
=LEETT TCRFiCOF
T
N1ERiPTER
EWITOH
-TOM
B-WAY OPER
W4
BWTON
4-WAY OFER
Flit\\��
IOALL MOWIED
��
LI6FfT
CEILING LKaHT
'0) A-
LVA—
WM PRa<f
RECEBBm CMl
'0
WALL SCONCE
FIB-WIED
VENT. FAN
1 CRY PER 80. FT,
VENT. FAN
pVLIGHT
I Girl PER BO. FT.
V FIXIt111E
f9fEC'8 � Dr
i
FLUO�Bi EENT
T-DULD LLRAP
u�
T' FL1101E!BCpN
_ _ �
4' FLIIOIEiACENT
. � p—A p-�
4• TRACK LKi1T
0
PANEL
METER
O SD.
elTDtS DETEeroR
�Dc SLY LEYs4EA -C
t�
IW1LL HOIlNTED
DATT. 6aae-�P
I � I
BHOI� DETECTOR
yV..tl�IA�
64iT. BA[\.IP
® S/CO
CAR" MONOXIDE
°J•IC� �O't
CQ1B0
LIED
B DE A DDTANCD
OP NOT LEBB DEN 4.
PEIIDANT Lk.NT
lJ�
NATURAL OAS
I ✓
CUTLET
.
TELEPHOiE JACX
WATER /EATER
DISCI—ECT
TO IY EIEVATlD
.-... .-. .�
L� TELevrelcN .LACK
CEILCNG DON Rcdll
OTG DE eUPPORIm N
J �-Dox AccOloA+cE uv Dox
CEILRYa i.YJM1KaNI ACCOI®ANCE YU DO%
rIARKEo AB ^,AICN FOR
FLOOD L—
OPT. BENEITY
I¢rpAD
I"O PH. FVBN-CartTON iOR CNREB
��uBB PORT
LOCATION OF TV JACKS / PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE-CON5TRJCTICN MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M150T3 FBCR 5TH EDITION (2014).
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 5TH ED (2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014),
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND '15% OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER FBL, ENERGY
CONSERVATION !RESIDENTIAL ENERGY
EFFICIENCY) 2014. 5th EDITION R404.1
METER
FIELD
(ERIFY
LOC.
ELECTRICAL PLAN
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN
1-1/2" CIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
-2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 8O PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEc coDE DTI
HOUSE PLAN: MODEL "ARIA"
LOAD INFORMATION
VA
IaTt SG FT' GENffitAL LN:HTING R s VA P}8N Sp R
6018
2 2G Al(P APPLIANCE CnCVTT AT UtOO VA LL
soot,
t I.AuN CIRCIRf
16U0
I RANGE AT NAB t— RAITAG OR COO1C[OP/OVEN
12000
t WATER HEATER
4600
1 DIBHWA9Wt
12-
1 CWT7ffi DR
6000
1 DlsPt,sAL
Boo
WMOWAVE
1sOo
R6TWGERATOR
12W
susTDTAL OF GENERAL WAD
ssoOB
FUM t0 "A OF OENEfUL WAD AT 1001[
1o000
REYADNO®t OF GBIIERAL WAD AT 40i 280M YA z .4
1t22s
TOTAL NIUR GENERAL WAD
2I229
as TON HRAT PuN (W/ 5" RI6RGENCV HEAT STRIP)
21 AYP z 240 VM
as TON COOLINO awW3t 40 — z 240 V
• -W
NET OAICRAL WAD
2122s
NCf TOTAL HVAC
VB00
TOTAL WAD
3O82s
CALCULATED LOAD FOR SERVICE
90023 VA/240 V�
150 AMP S.RVIC .
•WORST CASE SCENARIO - HIGHF HVAC WAD
TISID FO CAWUfASlONB.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA a 100%, REMAINDER • 35%
NET LOAD: 6,94E VA
RANGE: 12,000 6 10% 8,400 VA
DRYER: 5000 6 10% 3500 VA
TOTAL 18,84E VA
NEUTRAL AAPACITY: I8,489 / 240 - 18 A
'2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIDE
3 -2/0 AL, 1-4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT to OVERHANG.)
e
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
15OA/2P
MCB
TELEPHONE EENTRANCE QUIPMENT SERVICE SERVy y ICE ENTRANCE
I
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014),
5/8" CIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C R I T E C T 5
6
Design I/1C.
LONG WOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT #22
BLK #1
p1iOJECT#
04128.000-22001
MODEL:
4EAB
1672- ARIA"
GARAGE 81MG:
RIGHT
PAGE:
ELECTRICAL
PLAN
50 MPH EXP. B
M0f=rrFLC0TFUWQA
ROLAM ABOUCHACRA
AR NO 93723
Dp N 11/3/16
SCALE: 1 /4"=1'- 0"
aHEET
5
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MF& REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH F15CR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION "-I.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING
00
EXTERIOR WALL
PLENUM
T� y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
11 y
REFRIGERANT LINES
y
AIR HANDLER
JII
EXTERIOR WALL
y
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
y
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORM)
RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. OR WALL
BRASS PLUG i4=�ll
— —
�• --FITTING OR EXTENSION TO
I I SOIL OR WASTE AS
_ REQUIRED
— WADE 8240-K JOSAM 56000
INSIDE I I SERIES NICKEL BRASS TOP
CAULK J I P.V.0 OPTI/SPEC
—. — — — — — — — v ILINV. SEE
—9 SITE PLAN
FLOOR SLAB CLEAN —OUT (TYPNT)
LEGEND
M
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE. SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
l
BALANCING DAMPER OR OBD
0
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
THERMOSTAT
CS]
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
16XI 114' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
COUNTERSUNK
C.O. PLUG
SEE SPEC.
m
FIN. GRADE
OR PAvING--
-� FITTING OR
I
I EXTENSION TO SOIL
OR WASTE AS
I
REQUIRED
I
yINV.
SEE
SITE AN
NEXT. GROUND
CLEAN —OUT (TYPN
75
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
�I
A R C N I T E C T E
esigDn
GRo ..
Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-607S
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SLTBDiV ae LOT:
SILVERADO
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"1672-ARIA"
GARAGE 8WMG:
RIGHT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
ARCFNTECT.
STATE OF FLORDA
D � 11/3/16
SCALE: 1 /4"=1'— 0"
SiIEET
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PCUI CELL
pee DERsr Cc0! FDIeIe Fae
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L G p• p-D
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{' CG]C, IQIIF. YY 616' 11.{>mIM W W ON
8-MIL DOLT lTHTLBE VAPOR RETARDER
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• 4' CCNC. REM. oV iM- WAMLAm W V1
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a srni F��oL�r WlTu �C vAPa�ie
RLTMOlR ON DELL -COMPACTED CLEAN
'' NFOEdgM
FILL il•TRE lI1EA1fFNT SHALL BE
1—STORY FOOTING
1—STORY FOOTING
2—STORY FOOTING
1—STORY FOOTING
1 W/ BLLOEyK WALL
2 AT L.BB..IW._(W/ UPLIFT)
AT LB.W.
2 SCALE: i 3 .I'-0'
OAT L.B.W. (W/ NO —UPLIFT)
2 �A E:I�••I•-m•
-- —)
STAIR DETAIL
GARAGE STEP—UP
rJ NON —HEARING
3 SCALE. I'.'-m'
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9 IA' .LEAD LR 4AIEAfiE
VAREB WTH 8LOF8
KawE P.T. DT. PLATE TO eLAB YV
V]')°8' ANCHOR BOLT YY ]' WABFER l'
EMBED. MIR . !]' OG MAX
___— • A 1'CpC. RlpF.wb'"b'WA]•AAm WW
'k ON b-ML POLr ETNnGE vdPOR
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VARIFA WTN ELOPE
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M48awT NAIL 9]' OG Mdx
0 ••°- O'CONC. REM.IW 016'WAXYfAm Wl1'1
GN i-MIL Fq.T ETHTLEIff VAPOR
K IET.OImER ON YELL-LCMP.°CIEp CLlAFI
L FLLL TERflIE TREATI'EF]T SHALL BE
• �• A �"� GAIPYE
VAREe Y.1TN ELOPE
e@aARi PT. BT. RdTE TO eLA6 YV
MABONtT NAIL . !]' OG MAX
£ >
0, • A
- A' Cl]IC, REYF. WI i'4' WAb111M W W
QI b-MLL PELT EIHTLDE VAPOR
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IR' FECE@• FOR BCRNLE OR
m A'CCNC. RIK. YYbS.O'WAfOYIAm YIN'1
ON b-MLL POET ETNYLEIff VAPOR
RETAROBR CH DELL-CQPIGI@D CLEAN
• ' ILL TEI•'NE TRd1T'ENf 6HALL DE
rU •! REBM �ERfIC.ALLY YV CONC.
_- POR CELL
f G •' GFD
_
-
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CLEAN FILER IERTTE TREAIMEM bNALL
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n BDRd-cae
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E I LLAI®ER ON YELL-CCT•PACTED 0.EAN
FILL TERMITE TRlATENt ENdLL DE
(' BOIE4-CARE
tt
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t1J b REDAR CN CHAIRS
m O 6 4 �BORA-CAIEL
bl-8•
n �
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GARAGE STEP—UP
(lJS RCBAR ON Gl1°.%.•
GARAGE STEP—UP
GARAGE STEP—UP
1—STORY L.B.W.
GARAGE STEP—UP
SLAB AT GARAGE
1—STORY FOOTING
6 1—STORY LB.W.
•'I'
6A 2—STORY LB.W.
SCALE: IQ'.P_O•
W/NO E: IQUPLI•I'-0'FT
vL SGAL'
LB.W. W/ NO UPLIFT
\u v/ SCALE: 12'.1•_0•
�1 SERVICE DOOR
�1 AT GARAGE
`•�
�/
rU � REDN! vERlICALLr
—_._ nu cmNc. PCIIR cEu
CUm KKN! VARlB
(u � IBeBAR ♦ERIK'dLLr uv caYc.
EIEKaT CODE
N8'1ATKN R-vAL1EB
L 4
_ pp {' OONO. RIM. WJ i'W WAJWAm
i y W W ON B-ML POLY ETNYLII.!
t Q TEM4ED FINISN
p• CTL
J
a O WiLL-COMPACTED CLEAN FLL
TERMNE TpEAIFIEM SHALL CK
BORA-CARC
FECEBp FJR
� �bD. TRACK
MIEN FLOG!
VwV
L Y' � YIDOD B� W"
ro
�
GIGADE
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2—STORY FOOTING
mL
2—STORY FOOTING
AT GARAGE
SCALE: IR'.I'-0'
9 CONCRETE PAD
cdLe. R•-I'-m•
LAB AT S.G.D.
1 0 pcAl.E. r.r-m•
GARAGE DOOR FOOTING
11 BCALl� N••r-F
�1 SHOWER RECESS FOOTER
1!v BR E, I••IS
��1W/ BLOCK WALL
1J
SCALE: I/2'.I•_0•
I I
���CAILLK AIA BQAI.
� � --`
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� �_—__
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1 i• PVC BL@!VB FOR 4A8 LY:E
9 CrL
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_ � m,-m, FRL FLR
TO HOIETOHTAL
REDAR YY Im' HDac
lAd1JTlD D.'TD REAM
dl•Ee PER
z TIC vERIICAL REBAR
17
L TO IIOIBZONfAL
C REBAI¢ YV IB' NOaG
� ° AREe PER ELEV.
�Y CI'D FlLLED CELL (TYPJ
'� �•�
@LEV.
k
/ ♦- - � Y _
_,_ .� � �._—
I)( YL1LL PRAMN6
���88I $'X1' AFYA(OR 00.18 a r{ Y!
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'
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L ' 1 -
CdE01111D DQO DIAM
Jt�.�1LL WC91iR bb IUT SPACED EKlIY FR?I
ROORTO BCW BEAR 8ET N JOM9
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^ � i• PK CFIAEC THV FCOIING
I -STORY
(]J 91EDAR ON CHdRB
2-.T—
-
,�.
EXT./INT. FRAME WALL TO
.MBAR ON CNAIR9
4 NOT USED
1 BLOCK WALL CONNECTION
SCALE: I/t•.I'-0'
GAS LINE THRU BLOCK
16 ,I.I
(N9REBAR�ERT,CALLTYVCQC.
Paw CEIl
T°
,
,
BEE @IER4T CODE FDI.18 FOR
Al— R-VALLle
In �4
V!' 4T. YL. W.
- —
h CLEANOR REd11RlD
_ FOR NEPlGTION
CLEANgR I@411RED
FOR N8PlCTKN
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1
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--
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d1T81DE RCDdR TO BE
LAPRD YV BGND BEAU
b' PVC CNABE THRI Fcoimr
7
{
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{' CONG- IEIM. w ib' WAMYAm
�, Par CORNLIWB
(U9REBAR AT CORERS
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n °
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•,� VAPOR RETARDER CN
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•.
3 w
L > I -STORY
m o a, 9 REBae a1 CIUIR9
HORIZONTAL/VERTICAL
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
Iv1 REINFORCING
%1 BEARING CHANGE
1—STORY FOOTING
OMITTED DOWELS
'( t1 _ a�,17r.1•-o
REBAR LAP AT FOOTING
B xALe. In•.r-®•
AT LINTEL CORNERS
��C�aL.�E:.
D W BLOCK WALL
ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R 0 N I T E C T 3
6
Design
Grou ,nD.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-77"078
FAK 407-7744078
wwwAbdesigngroup.com
AA #: 0003325 J
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SILVERADO
LOT #22
BLK #1
PROJECT*
04128.000-22001
MODEU
4EAB
"1672-ARIA"
GARAGE S'WMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHITECT-
STATE OF ROPoDA
1 01
L
P � D11/3/16
SCALE: 1 /4"=1' — 0"
EI D 1
FRE-ENGINEERED
TRUSS
4'-m• MIN.
MTS-12
BOTTOM PLATE:
1/Ib' 09B.
(2) 12d NAILS AT
2X4
EA. STUD.
BTM.
PLATE 2X4 DBL. TOP PLATE
2X4 STUD, I&' OC.
l/16' 058.
1/2' AB. W/ MIN,
I' EMBEDMENT
LOCATE b'-8' FRJI'1 ENDS
AND 32, O.C. MAX.
TEXTURED FINISH
Mi8-12 META -lb
32' O.C. MAX. 8' CMU WALL
(2) 12d NAILS WITHIN 4' OF EA
PRE-ENGINEERED
END 4 (2) 12d NAILS a 12' O,C.
TRUSS
MAX IN FIELD.
KNEE WALL DETAIL
1 STICK BUILT WALL DETAIL
NTS.
2 TO BLOCI
SCALE: 1/2'.V-0'
SECURE 2x6 MIN. TO BLK W/(2)V
ANCHOR BOLT W/ 2- WASHER SET
IN SIMF'90N HIGH STRENGTH
EPDXY 4' EMBED.
—_ -
2X4 SECURED TO
GABLE END
W/(21I2deEA. UFR�Hi
TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS a 16' O.C.
MAX
a EA. STUD TOP 4
BPSPRE-ENG
BOTTOM
BOTTOM
PF£-ENG TRU58E8 W?RJ99
CONNECTOR UP TO '1U210m
UPLIFT
DOUBLE TOP PLATE
A
SECURE 2x PC BLOCK
W/ (21 �' TAPCONS OR
DRIVE PIN
(MIN SHAW, SIZE !45)
- HEADER
_
pp
SECURE 2x4 ON
FLAT TO BLK
0 T
L -
H9EPA�NECN$AIR�T �R
_
_
I•�caeT
GA2X4 SEBLE NAG W�/1D2712d
OG.
STUD, BOTH SIDES OF EA. JACK
OPENING.
2x STUDS • 16' OZ. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
4e'
SIMPSON META-24 s EA. JACK
2x0 STUDS a 16' O-C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(MIN EMBED. }') ao�_
WITH. 0' OF EACH o`
END AND B' O.C. MAX m
SPACING.
--
J• OBB. SHEATHING OR
� DOOR/
_
Q�
W/ CUT NAILS.
WINDOW
OPENING
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA
SIDE OF OPENING
}' CDX PLYWOOD
�_
SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
Y/'X9' J-BOLTS 4' EMBEDMENT MIN
W/ 2`X2'XI6 WASHER AND NIT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I-2X6 PT BLOCK a CENTER OF
DOOR HEADER LUKU U4'XS' J-BOLTS
A DMENT W/ 2'X2'Jdb' WASHER
W
L 30 a
GABLE BLOCKING
TRUSS
2.4 BLOCKING
EA. RAFTER
L-3m EA
RAFTER
W25 EA.
z4 RAFTER TER
F2x4RAf1MG24' O.C.
ITI
I
�J L
(SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)°
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPEC CATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
4EH NAE, TWO WITHIN 6'
FROM EACEND RE NO MO
FROM
THAN 12' O.C. STAGGERED
PLATES SIDES
OAF LENGTHSTUD,
OPE
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
JACK STUD ASSEMBLY TO BE���
JACKSTUDS
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN b'
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
WINDOW SILL W/CRPPLES
}' DIA ANCHOR BOLT
AT 16. OG, MAX WITH l'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 e A
JACK, SECURED
ANCHORS E
2X8 P.T. BOTTOM PLATE-L
2x4 BLOCKS
CMJ WALL
_
--
F1�cneT aLL
G
?
--
_
-
L,
�°
-
NOTES: _
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS U41 RE
_
- '�--
--�"-
TYP.
F
v
EXTERIOR WINDOW
PENING WD FRAMED
_
/ DOOR
W FLOOR
—
WINDOW
® 2—STORY
—
OPENING
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
��1BUCK ATTACHMENT
�e1 FRAMED OVERHANG
NT9.
BREAK V-4' MIN FROM 2ND
FLR LINE.
TRUSS
�j�
WALL
.
FRAME SECTION
r-m• A
ARCH WINDOW
v scALE: I/2•.
SCALE, ia•. r-m•
FASTENER SCHEDULE
NOTE: TYP. EM. SHEATWIW ATTACHMENT
ROOF DIAPHRAGM
.¢ RiNc. sunNx ��. -1- . 4• oc.
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
USE 1/16' OSB. OR 1/2' CDX PLY WITH'S RING SHANK
GIN NAILS AT 4' OL. AT
• �-�'+>=ems
GRADE) CONVECTORS FROM STUD TO PLATE ARE
SUPPORTED PANEL EDGES AND 'S RING SHANK GUN
NAILS AT 6. O.C. AT
�
NOT REQUIRED EXCEPT • OPENINGS
PRE-ENG. TRUSS
T
[77
INTERMEDIATE SUPPORTS. SEE DETAIL.
�
DBL 2x 70P PLATE
_
ROOF SHEATHING TO GA%E END FRAME
USE '8 CANU NAILS a 4' OZ.
l/Ib' O.SB.
2X BLOCKING e
_
EXTERIOR SHEATHING
TOP OF
@
Ik
!
USE 1/16' 0AB. OR 1/2' PLY WITH '8 RING SHMK GUN NAILS AT 6' OL, AT
PANEL SIDES AND '9 RING SHANK GIN NAILS 4' OG. TOP 4 BOTTOM
PANEL AND 'S RING SHANK CAN NAILS AT 6. OC. AT
INTEPo"BDIATE SUPPORT$. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANIFACTURER
Z
/
<
T
w
i.
�j
'8 RING SHANK GUN
a 6. O.C. M FIELD
.
NAILS
for OEB.
2- STUDS Ib' O.C. MAX
2X BTM. PLATE
3/4' FLOOR DECKING
NAIL REQUIREMENTS
N
aP
ENGINEERED
PREFLOOR TRUSS e
m
SIZE HEAD LENGTH DIA. TENSILE 9
S. ROWDMODIFIE 2 3/8' .113 Ilm.mmm
OR T
NOTE: NAILS TO BE MFG- BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAI-IETER
TOP CORD BLOCKING AT 4'
O.C.MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHING
'�
w
y
3 o
_ F
W
IY (j
:
.p
•
&
'
2X4 a TOP
BOTTOM CONT. --
HETA-16
BLK WALL
QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 114' GAP FROM BLK TO O.S.B.
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
2X4X4' SECURE TO TRUSS W/ 3-12d
OZ. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-I2d
SECURE TO BLK W/ META-16
3. 16 TO 20 RINGS PER INCH
5. 2 INCH NAIL LENGTH
ROOF 6HEATH ING LAYOUT
L
T _
z" z
m 3
i '8 2• DECK SCREWS a 6•-8'
OL. MAX • EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
u 'SHANK TO EMEND BEYOND
O THICKNESS OF SUB -FLOOR
SHEATHING
rce
/
O HORIZONTAL 2X SSTRUCTURAL BLOCKING A
PERIMETER OF O.S.B.B. 70 PR'ONDE CONT. NAIL PATTER)
Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® WOOD a TOP OF OOD FRAMED WALL TO BE
STAGGERED MIN OF le,'FROM SHEET BELOW
QQ INSTALL ALL SHEETS W,FACE GRAIN PARALLEL
El. SHEATHING ATTACHMENT
AND ENI)WALL BRACING * --BUILDING LENGTH TI
p
TO STUDS
2'-0" EXTENSION OPT SERVICE DR.
8 NOT USED
FOR CABLE END FRAMING
FOR
STRUCTURAL
WALL SHEATHING (085 TO
GRADE)
BE
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
EXT. WALL SHEATHING
�9
SCALE: 1/2'-V-m'
SCALE, '
A R C H I T E C T!
6
Design
Grow I�..
AI N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA #-. 0003325
W
T
a
V
W
0
a
y
G
F
O
SVBDIV & LOT:
SILVERADO
LOT #22
BLK #1
P1tOJECT*
04128.000-22001
>t[ODELt
4EAB
"1672— ARIA"
GARAGE SIWJXG:
RIGHT
PAGE:
MISC.
DETAILS
50 MPH EXP. B
r- ARCWECT, 9
Z$ATM 11/3/16
SCALE' 1/4"=1'-0"
a>HEET
D 2
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON �,,' O.S.B.
SHEATHING OR }' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
CONS
TRUCTIO
r7�o-
w
A
L�
TEE ENERGY CODE FORMS
OR INSULATION R-VALUES
' GYPSUM BOARD OR I' HIG
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
'EE ENERGY CODE FORMS
OR INSULATION R-vALUES
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
® I&' O.C.
8' GMU
1/2' GYP, WL. BD -
WOOD BASE
1—STORY
1 BLOCK WALL
-SCALE: 3/4' = I' - 0'
l/I&' O.S.B. OR f CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAP
GALV'D MTL. LATH
1/8' TEXTURED
FINISH 6 WOOD
Ye' TO 5/e MID WALL
WEEP SCREED
zq
EJ
—8' cMU
-5/8' TEXTURED
FINISH R MASONRY
WEEP SCREED
DETAIL Cab WOOD TO
2 1JV1
1n l.VININ.
SCALE: 1 1/2'21'-0'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
PER FBCR RS052.1 ON
TRUSSES WHERE 'X' BACIN
R
OVER #30 FELT PAPER
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
IS PRESENT
IS PRESENT
O.S.B. SHEATHING OR 1' GDX
SnO5.2.1 ON -116' O.S.B.
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
SHEATHING OR I' COX
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x& SUB -BAND
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
I2d'e ® EACH TRUSS
PER ELEVATIONS
m
W/ (2) 12d's a EACH TRUSS
2x4 OR 2x& SUB -BAND �/
TO BE INSTALLED 9 MID. POINT OF
VENTED ALUM. SOFFIT
TYP.
o.H.
TO BE INSTALLED 4e MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' O.C. MAX.
STIFFBACK AT ALL UPRIGHTS
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT 0'4
SEE ENERGY CODE FORMS
OVER 4'-10' HIGH (SEE
10'-0' O.G. MAX.
STIFFBACK AT ALL
FOR INSULATION R• VALUES
SEALED ENG. FOR SIZE t
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-I0'
GYPSUM BOARD OR
CONDITION.)
FOR INSULATION R-VALUES
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
O.S.B. SHEATHING OR I'
GYPSUM OR }'
FOR SIZE 4 CONDITION.)
BOARD
GDX PLYWOOD. ATTACHED
HIGH
HIGH STRENGGTHTH CLG.
16 O.S.B..SSHEATHING OR }'
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
GDX PLYWOOD. ATTACHED
2x4 m 24' O.G. A INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
l/8' THICK, 3 COAT
GONG. FILLED LINTEL BLK W/
ON SHEET D5
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
1/8' THICK, 3 COAT
FILLED LINTEL BLK W/
OVER EXPANDED GALV E)
SEE ENERGY CODE FORMS
PORTLAND CEMENT PILASTER
ASTER
(1) 05
ll) REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) •5 REBAR VERTICALLY
WEEP SCREED
(1) 05 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ GONG. POURED CELL
(SEE DETAIL 2)
W/ GONG, POURED CELL
PLATE W/ 12d's 8' O.C. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x& P.T.
Ix2 P.T. FURRING STRIPS
® I&' O.G.
PLATE W/ 12d's 8' O.G. MAX
g I&' O.C.
SECURE 2x& PT. PLATE TO
i
8' CMU
SECURE 2x& PT. PLATE TO
BLK W/ }'x9' ANCHOR BOLT W/
BLK W/ �'x5' ANCHOR BOLT
8' GMU
2' WASHER SET IN SIMPSON
I/2' GYP. WL. BD.
W/ 2' WASHER SET IN SIMPSON
I/2' GYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
HIGH STRENGTH EPDXY 1'
WOOD BASE
EMBED. MIN. a 32' Or- MAX.
EMBED. MIN. o 32' OC MAX.
%' THICK, 3 COAT
% THICK, 3 COAT a
PORTLAND CEMENT
�' n
PORTLAND CEMENT
PLASTER APPLIED
\ w
PLASTER APPLIED
w
DIRECTLY TO MASONRY
�.
DIRECTLY TO MASONRY
z° L
�o
NOTE:
1—STORY GABLE
1—STORY GABLE
ROOFSLOPES 2:12
PIER FBBCRHAN 4012 A
BLOCK WALL
W/ VAULT CLG.
C2JFOA
SYSTEM 18 REQUIRED. FOR ROOF SLOPES OF
1
q
A SCALE: 3/4'=1'-0'
BLOCK WALL
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=I'-0'
PERMITTED BUT MUST BE PER ASTM D22& TYPE
II, ASTM D 48&'9 TYPE IV, OR ASTM D 6751
B' CMUI
Y' DRT'WALL
I•X4. OR I'X2• P.T. NAILER
❑ La4 P.T. OR %X4' MIN SECURE
THRJ FRAME 4 EXTEND I-Y'
INTO BLOCK W/ V TAPCONS
OR DRIVE PM
<MI. SHANK SIZE J45
I MIN READ SIZE I-Y
MIN. EMBEDMENT 4I
WTHIIN & OF EACH END 4 B'
O.G. MAX SPACING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3/4 OR +5/4
UA WINDOW TO BLOCK +3 4 OR +5 4
SCALE: I'.I
2X4: CM
SECURE TO BLOCK W/•
TAPCONO OR DRIVE PM
(MIL SHANK SIZE J45
MIN. HEAD SIZE 300
MIK EMBEDMENT IY'1
WITHIN S' OF EACH END 4
IBM O- MAX SPACING.
2X6: CEO
SECURE TO BLOCK W2-i('
TAPCONS OR DRIVE PM
MINK L SHASIZE .H5
MIL HEAD SIZE "0
MIN EMBEDMENT 149
WITHIN S' OF EACH END 4
IS' OC. MAX SPACING.
2218: ® a aMu
SECURE TO BLOCK W2-9.' 1' DRYWALL
TAPCONS OR DRIVE PM I'X4' OR 1'M' P.T. NAILER
(MIL SHANK SIZE J45 DOOR CASING
7w
MIN. HEAD SIZE 900 DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y.'J ATTACH TO 2X PER
WITHIN e' OF EACH END 4 MANUFACTURES DETAILS.
18' OC. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-1/2"
iB1 WINDOW TO BLOCK +1-1/2"
SCALE: I'.I'-0'
2X4: ®
2X4: ®
2X4: CM
SECURE TO BLOCK W/ i(4'
SECURE TO BLOCK W/
SECURE TO BLOCK WHs'
O TAPCONS R DRIVE PIN
TAPCONS OR DRIVE PM
TAFCDNS OR DRIVE PIN
(MIN. SHANK SIZE J45
(MIK SHANK SIZE .145
(MIN SHANK SIZE J45
MIN. READ SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN EMBEDMENT I Y•)
MIN. EMBEDMENT I W)
MIN. EMBEDMENT I Y')
WITHIN S' OF EACH END 4
WITHIN e' OF EACH END 4
WITHIN S' OF EACH END 4
IS' O.C. MAX SPACING.
10' OC. MAX SPACING.
IS' O.C.MAX SPAOIN6.
2Xb: ®
SECURE TO BLOCK W2-')('
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
2X6: ®
SECURE TO BLOCK W2- ❑
TAPG0145 OR DRIVE PIN
NOTE: 8TRUCTURAL 2X MUST
2X6:
SECURE TO BLOCK WAX'
TAPCONS OR DRIVE PIN
❑
NOTE: STRUCTURAL 2X MIST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRIGTIURAL
(MIN. 9HAK SIZE J45
MIN HEAD SIZE 300'('
THROUGH NON-STRUCTURAL
TAPCON MIN 1-Y.'
(MIL SHANK SIZE .145
MIN. HEAD SIZE 300
BE ON OUTSIDE 4 SECURED
TWIWUC04 NON-STRUCTURAL
MIN SHARK SIZE J45
MIN HEAD SIZE 300
TAPCON MIN.
MIN EMBEDMENT I Y49
EMBEDMENT INTO BLOCK.
MIN. EMBEDMENT I Y49
if.' TAP(.ON MIN. I-Y'
MIN EMBEDMENT I Y')
EMBEDMENT INTO BISLOCK
E
WITHIN S' OF EACH END 4
S• CM,
WITHIN S' OF EACH END 4
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END 4
IS, O.C. MAX SPACING,
Y• DRTUUALL
IS• O.C. MAX SPACING.
B• cm
18' OC. MAX SPACING.
e' GM1U
DRYWALL
.DRYWALL
2X6: ®
SECURE TO BLOCK W2-3('
I-X4' OR I-X2' P.T. NAILER
2X& ®
SECURE TO BLOCK W2-)W
)S ORTW.4LL
2X8, ®
SECURE TO BLOCK W/l-I/4'
1'X4. OR P.T. NAILER
TAPCONB OR DRIVE PIN
JI.' 098. X 4• MIN
TAPCONS OR DRIVE PIN
I'X4' OR I'M' P.T. NAILER
TAPCON9 OR DRIVE PIN
36' O.SE. X 4' MR
(MIN. SHIAK SIZE .145
DOOR CASING
(MIK SHANK SIZE J45
DOOR CASING
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN READ SIZE 30C
DOOR JAMB OR WINDOW
MIK HEAD SIZE 300
MIK EMBEDMENT I EN
ATTACH TO 2X PER
EMBEDMENT I Y.•J
ATTACH TO 2X PER
MIN EMBEDMENT YEN
DOOR JAMB OR WINDOW
10' 0,C. MAX OPWITHIN D'OF AACMG. 4
MANFACTUREB DETAILS.
WIT
BT Or- MAX SPACING. HIN S' OF EA. END4
MANUFACTURES DETAILS.
WITHIN
MAX INC. 4
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
L' SCALE: 1'.I'-0'
2X4: CM
SECURE TO BLOCK W/ %•
TAFIC40NS OR DRIVE PIN
MIK SHANK SIZE .145
MIK HEAD SIZE 300
MIL EMBEDMENT I Y'1
WITHIN B' OF EACH END 4
IBM OC. MAX SPACING.
2X6: I$i
SECURE TO BLOCK W2-j(H'
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MIST
BE ON OUTSIDE 4 SECURED
(MIK SHABC SIZE J45
THROUGH NON-67(UCTURA.L
MR HEAD 612E .00
V TAPCON MIN. I-Y'
MIN EMBEDMENT 029
EMBEDMENT INTO BLOCK.
WITHIN B' OF EACH END 4
S' Cm
to, OC. MAX SPACING.
Y' DRYWALL
2X8, ®
I'X4' OR I'-' P.T. NAILER
SECURE TO BLOCK W2-V
TAPC40N5 OR DRIVE PIN
I' P.T. X A. MIK
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIK EMBEDMENT 1 W)
ATTACH TO 2X PER
WITHIN 8- OF EACH END 4
S'O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE, 1'.F-0-
NOTE: SHIM A8 NEEDED TO PLUMB JAM (DO NOT EXCEED )'.')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
E SCALE: 1'•I'•0'
2X4: CM
SECURE TO BLOCK W/'�(H'
TAPCONS, OR DRIVE PM
(MR SHAW SIZE J45
MIN. HEAD SIZE 300
MIK EMBEDMENT I Y')
WITHIN S' OF EACH END
18. O.G. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
2)&' ®
j( • TAPCGN MIL I-Y'
SECURE TO BLOCK W2;4%'
EMBEDMENTINTO BLOC
TAPCONO OR DRIVE PM
(MIN SHANK 012E J45
a
8' CM
MIN. HEAD SIZE 300
W DRYWALL
MIN. EMBEDMENT I ..')
WITHIN S' OF EACH END 4
1'.' OR I'.' P.T. NAILER
IS- O.C. MAX SPACING.
2NO 2X SECURE TO
2X8: ®
STRUCTURAL MEMBER W/12J12d
SECURE TO BLOCK W/U-i('
WITHIN S' O° EACH END 4 6'
TAPCONS OR DRIVE PIN
TO 8' OG. MAX
(MIN SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMIB OR WINDOW
MIK EMBEDMENT I Jl')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACW-
MlWIFACTUIES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)14')
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +3"
USCALE, I'.I'_0•
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7 16"
G
SCALE: V-V-0'
2X4: tM
SECURE TO BLOCK WH:
TAPCONS OR DRIVE PIN
(MR SHANK 812E J45
MIK HEAD SIZE 300
MIK EMBEDMENT I Y')
WITHIN S' OP EACH END 4
IS' O.C. MAX BPAGING.
2X6: CM
SECURE TO BLOCK W/1-1/4'
TAPCONB OR DRIVE PIN
NOTE: 87R1GTURAL 2X MAlBi
[MIN. SHANK 812E J
BE ON =SIDE 4 SECURED
MIK HEAD 912E 300
0
THROUGH NON-STRUCTURAL
MIN EMBEDMENT I Y,')
%' TAPCON MIK I-Y'
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
B' O.C. MAX &PACING.
B• cm
2X8: ®
)5' DRYWALL
SECUE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
I'X4' OR 1'X2' P.T. NAILER
(MIN. NK SHASITE J45
11 P.T. X 4' MR
MR HEAD SIZE 300
DOOR CASING
MR EMBEDMENT I Y.•)
WITHIN e' OF EACH END 4
DOOR JAMB OR WINDOW
IS' O.C. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3 3/4"
u1 WINDOW TO BLOCK +3 3/4"
SCALE:
•• I• Y I T C I• T!
5
Design
Grou ln..
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32780
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngmu p.com
AA #: 0003328
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svanrv. se LOT:
SILVERADO
LOT #22
BLK #1
PROJECT#
04128.000-22001
MOD=,
4EAB
"1672—ARIA"
GARAGE 9FWMG:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHrrECT.
STATE OF FLORIDA
DA11/3/16
aCAIM 1/4"=1'-0"
9I3l:ET
D 3
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OVER #30 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER FBGR
INSTALLED PER FBGR
TRUSSES WHERE 'X' BRACING
OVER "30 FELT PAPER
R9052.1 ON J' O.S.B.
RS052.1 ON J' O.S.B.
16 PRESENT
INSTALLED PER FBGR
SHEATHING OR J' GOX
SHEATHING OR I' CDX
R505.2.7 ON J' O.S.B.
PLYWOOD SECURED PER
PLYWOOD SECURED PER
SHEATHING OR }' CDX
FASTENER SCHEDULE
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG TRUSS
SEE ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
FOR INSULATION R-VALUES
2x4 OR 2x6 SU -5AN0 PER
W/ (2) 12d's a EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
2x4 OR 2x6 SUB -BAND
�' GYPSUM BOARD OR �'
ELEVATIONS
P.T.
T 12x4
1 GYPSUM BOARD OR '
PER ELEVATIONS
HIGH STRENGTH GLG.
VENTED ALUM. SOFFIT
OR 2x6 SUIB-BRAND
HIGH STRENGTH CLG.
VENTED ALUM. SOFFIT
80ARD
PER ELEVATIONS
BOARD
DOUBLE TOP PLATE
TWIST STRAP VERIFY W/
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
VENTED ALUM. SOFFIT
SIMPSON
WINDOW HEADER SIZE
TRUSS PLAN
HIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS
M
1,000 UPLIFT
SP2 ® EA.
VARIES PER WINDOW
WINDOW ATTACHMENT AS
FOR SIZE 4 CONDITION)
FOR INSULATION R-VALUES
CONNECTOR
2X8 STUD
OPENING SEE HEADER
SPAN CHART FOR
PER MANUFACTURES
SECURE 2x4 PLATE TO WALL W/
I' GYPSUM BOARD OR
2x8 SYP 02
DETAILS
SPECIFICATIONS
i'x6' THRU-BOLTS a 32' O.G.
STRENGTH
DBL TOP
ib O.S.B. SHEATHING OR I'
WINDOW SILL
MAX THEN SECURE GABLE TO
HIGH CLG.
BOARD
PLATE
DRY WALL
CDX PLYWOOD.
2x4 PLATE W/ 12d's 6' O.G. MAX
WALL
#' PIA ANCHOR BOLT
ATTACHED PER FASTENER
2x STUDS a IR' OC. MAX W/
OR
DOUBLE TOP PLATE
SHEATHING
AT 16' O.G. MAX WITH 1'
SCHEDULE ON SHEET D5.
INSUL., SEE ENERGY CODE
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
2x8 SYP "2
EMBEDMENT AND 2'
1/V THICK, 3 GOAT
FORMS FOR INSULATION
PLATE W/ SIMPSON HTC4 0 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
PORTLAND CEMENT
R-vALUES
O.G. MAX
SPECIFICATIONS
AT 12' D.G. MAX
PLASTER OVER
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMPSON SPI
EXPANDED GALV'D
' T 4 G SUBFLOOR GLUED
PER WINDOW OPENING SEE
g EA. 2X8
STUD
METAL LATH ON
AND SCREWED AS PER
HEADER SPAN CHART FOR
2x STUDS 6 Iro' O.C. MAX W/
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
FASTENER SCHEDULE
DETAILS
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x8 P.T. SYP "2
TYVEK BUILDING WRAP
O.S.B. SHEATHING OR }' CDX
R-vALUES
O SOLE PLATE
(1) COURSE TIE -BEAM
(REFER TO STUCCO
PLYWOOD. ATTACHED PER
z
POURED SOLID WITH
SPECS FOR COMPLETE
FASTENER SCHEDULE ON SHEET
' T 4 G SUBFLOOR GLUED
w Z
CONCRETE. (1) S
INFORMATION)
p5
AND SCREWED AS PER
(L Q
REBAR HORIZONTALLY
1/8' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
O J
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
PRECAST LINTEL
NOT BREAK 1'-4' MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALV'D METAL LATH
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
ON FORTIFIBER JUMBOTEX
+_ d
WINDOW ATTACHMENT AS
2x4 CONT. ®TOP AND
GYPSUM BOARD OR
GRADE 'D' PAPER OVER TYVEK
'V i
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PER MANUFACTURES
PER
BT. OF FLR TRUSS (TOP
HIGH STRENGTH CLG.
BUILDING WRAP (REFER TO
w
2x4 SUPPORTS BT
BOARD
STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRUSSIL
O
PLATE OF 2ND FLR, BT.
GONG. FILLED LINTEL BLK W/
INFORMATION)
(INSTALL PER MFG. SPECS)
? "5 REBAR m I6'
PRECAST SILL
2x4 IS FOR WALL
(1) "5 REBAR CONTINUOUS
NOTE: SHEATHING MUST NOT
GYPSUM BOARD OR }"
Z w O.G. MAX, IN
SHEATHING NAILER)
SEE ENERGY CODE FORMS
BREAK 1'-4' MIN. FROM 2ND FLR
HIGH STRENGTH CLG.
ul CONCRETE
WEEP SCREED
FOR INSULATION R-VALUES
LINE
BOq�
WO POURED CELL,
VERIFY PER
Ix2 P.T. FURRING STRIPS
(SEE DETAIL 2/D3)
PRECAST LINTEL. L
2x4 CONT. g TOP AND BT. OF
O -
u- ~ PLAN.
g 16' O.G.
EMBED. STRAP VERIFY
WINDOW ATTACHMENT AS
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, 2x4
CONC. FILLED LINTEL BLK W/
(1) *5 REBAR CONTINUOUS
8' CMU
W/ TRUSS PLAN
PER MANUFACTURES
AT.
IS FOR WALL SHEATHING
PRECAST LINTEL
-� � SEE ENERGY
O O
I/2' GYP. WL. BD,
s/s' THICK, 3 COAT
SPECIFICATIONS
NAILER)
d) CODE FORMS
(I) 04 CONTINUOUS REBAR
PORTLAND CEMENT
PRECAST SILL
WEEP SCREED
WINDOW ATTACHMENT AS
_j w FOR
>
WOOD BASE
PLASTER APPLIED
(1) 05 REBAR VERTICALLY
(SEE DETAIL 2/D3)
PER MANUFACTURER
Q O INSULATION
DIRECTLY TO MASONRY
W/ GONG. POURED CELL
SPECIFICATIONS
!p R-VALUES z w
04 REBAR 48' LONG
2—STORY
Ix2 P.T. FURRING STRIPS
PRECAST SILL
R Q Z lL [�
W/6' HOOK 6 24' O.G.,
® 16' O.C.
EMBED. STRAP VERIFY
(I) +'S REBAR VERTICALLY
� Q Q
o - A w
MIN. 24' IN SLAB
FIRST FLOOR
8' GMU
W/ TRUSS PLAN
W/ CON(. POURED CELL
W N 'n
2'-0' (MIN.
BLOCK SECOND
1/2' GYP. WL. BD.
s/e' THICK, 3 COAT F
Ix2 P.T. FURRING STRIPS
O
IN SLAB)
FLOOR FRAME
WOOD BASE
l
PORTLAND CEMENT
PLASTER APPLIED
o 16' O.C.
—
1 SCALE: 3/4'=I'-O'
DIRECTLY TO MASONRY 1
8' CMU
Y 9 °
WALL I
9 °
I/2' GYP. WL. BD.
° °
4' CONC., REINF. W/ R'x6'
2—STORY GABLE j
WOOD BASE
SECTION — = L
wwM ON RETIE POLY
L°-
FIRST FLOOR
�:
WOOD
ETHYLENE R ON
� a
BLOCK SECOND
9
WELL -COMPACTED CLE N F ILL
oa
FRAME TO ; 6° 6' 6" 6"
TERMITE TREATMENT SHALL BE
1A FLOOR FRAME L� °
1B LOCK WALL° 2, 0°
°
BORA-CARE
(3) 05 REBAR ON CHAIRS
SCALE: 3/4'-I' 0' a
�°
2x STUDS a 16' O.C. MAX W/
O.S.B. SHEATHING OR %' CDX
2x STUDS 9 16' O.C. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBGR 9052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4' T 4 G SUBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND
4' T 4 G SUBFLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
AND SCREWED AS P£R
CEMENT PLASTER OVER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D226 TYPE
FASTENER SCHEDULE
EXPANDED GALV'D METAL LATH FASTENER SCHEDULE
II, ASTM D 4869 TYPE IV, OR ASTM D 6151
ON FORTIP15ER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
3/4' T 4 G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT. a TOP AND BT. OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
— PRE-ENG FLOOR TRUSS
>�tl
FASTEN 2X4 RIBBON (P.T. m
FLR, 8T. 2x4 IS FOR WALL
CMU) W/ (3) 12d NAILS A EACH
SIMPSON HETA-16 EMBED.
SHEATHING NAILER)
' GYPSUM BOARD OR %'
TRUSS
STRAP g 32' O,G, MAX VERIFY
WEEP SCREED
HIGH STRENGTH CLG.
W/ TRUSS PLAN
(SEE DETAIL 2/03)
80ARD
PRE-ENG FLOOR TRUSS
EMBED. STRAP VERIFY
(INSTALL PER MPG. SPECS.)
' GYPSUM BOARD OR
W/ TRUSS PLAN
CON(. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
5/s' THICK, 3 COAT PORTLAND
(1) 05 REBAR CONTINUOUS
GONG. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(I) 05 REBAR CONTINUOUS
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
RIBBON
(�T�
NDICULAR PRE—ENG FLOOR TRUSS
@�:2TEENING DETAIL
SCALE: 3/4'=1'-0'
3/4'= I'-0'
A R C N I T E C T 3 1
Design
Grou .ne.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAK 407-7744078
www.abdesigngroup.eom
AA #: 0003325 J
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SILVERADO
LOT #22
BLK #1
Iiton CT#
04128.000-22001
Woazu
4EAB
"1672-ARIA"
CAP -AGE 9FWMG:
RIGHT
PA43E:
MONOLITHIC
2— STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
DaWT
A 11/3/16
OCAIM 1/4"=1'-0"
sign=
k. D4
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R5052.1 ON I*" O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE -ENS TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
b O.S.B. SHEATHING OR }'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/6' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK I'-4' MIN,
FROM 2ND FLR LINE
2x4 CONT. 6 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
),, FLOOR FRAME
SCALE: 3/4' = I'-0'
\_SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UNDOW SILL
?x STUDS 6 16' O.C. MAX W/
NSUL., SEE ENERGY CODE
'ORMS FOR INSULATION
e- VALUES
�' T 4 G SUBFLOOR SLUED
4ND SCREWED AS PER
:ASTENER SCHEDULE
ARE-ENG FLOOR TRUSS
'INSTALL PER MFG. SPECS..
;' GYPSUM BOARD OR
41GW STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK
'I) "5 REBAR CONTINUOUS
BEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'RECAST LINTEL
111NDOW ATTACHMENT AS
'ER MANUFACTURES
SPECIFICATIONS
'RECAST SILL
'U 05 REBAR VERTICALLY
W/ CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
6 16' O.G.
8' CMU
1/2' GYP, WL. BD.
WOOD BASE
OVER 030 FELT PAPER
INSTALLED PER FBCR
"05.2.1 ON a' O.S.B.
SHEATHING OR 3' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 51.115-BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENS.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
$'x6' THRU-BOLTS m 32' O.G.
MAX THEN SECURE SABLE TO
2x4 PLATE W/ 12d's 6' O.G. MAX
OR
SECURE SABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 - 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/S' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE; SHEATHING MUST NOT
BREAK 1'-4- MIN. FROM 2ND FLR
LINE
2x4 CONT. ® TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
s/e THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
SCALE: 3/4' = I'-0'
2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES
TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER
IS PRESENT INSTALLED PER FBCR
"052.1 ON I,' O.S.B.
SHEATHING OR J' CDX
PRE -ENS GABLE TRUSS PLYWOOD SECURED PER
FASTENER SCHEDULE fF
EE ENERGY CODE FORMS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's 6 EACH TRUSS PRE -ENS TRUSS OR INSULATION R-VALUES
P.T. IX2 W/ MTL DRIP EDGE' GYPSUM BOARD OR }'
2x4 OR 2x6 SUB -BAND IGH STRENGTH CLG.
PER ELEVATIONS OARD
VENTED ALUM. SOFFIT IMPSON
SEE ENERGY CODE FORMS 1000' UPLIFT SP2 0 EA.
FOR INSULATION R-VALUES X8 STUD
CONNECTOR
2x8 SYP "2
' GYPSUM BOARD OR %' DBL TOP
HIGH STRENGTH CLG. PLATE
BOARD WALLji ' DRY WALL
DOUBLE TOP PLATE SHEATHING° DIA ANCHOR BOLT
WINDOW ATTACHMENT AS AT 16' O.C. MAX WITH 1'
2x8 5YP "2 EMBEDMENT AND 2'
PER MANUFACTURES WOOD STUDS DIA. WASHER
SPECIFICATIONS AT 12' O.G. MAX
WINDOW SILL SIMPSON SPI
EA. 2X6
2x STUDS s 16' O.G. MAX W/ STUD
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION 2xE, P.T, SYP "2
R-VALUES O SOLE PLATE (1) COURSE TIE -BEAM
POURED SOLID WITH
T t G SUBFLOOR GLUED w CONCRETE. (1) "5
AND SCREWED AS PER Q q REBAR HORIZONTALLY
FASTENER SCHEDULE PRECAST LINTEL
Or
tT (L WINDOW ATTACHMENT AS
%71t1 _ _W PER MANUFACTURES
w Q V SPECIFICATIONS
PRE-ENG FLOOR TRUSS O
(INSTALL PER MFG. SPECS.) �? 05 REBAR 616" PRECAST SILL
' GYPSUM BOARD OR Z W O.G. MAX, IN
HIGH STRENGTH CLG. W CONCRETE
BOARD fir Z POURED CELL, Ix2 P.T. FURRING STRIPS
O O VERIFY PER 6 16' O.C.
GONG. FILLED LINTEL BLK W/ PLAN.
(1) 05 REBAR CONTINUOUS Q cl 8' CMU
J O SEE ENERGY 1/2' GYP. WL. BD.
PRECAST LINTEL O U
CODWINDOW ATTACHMENT AS FOR E FORMS CONTINUOUS REBAR
WOOD BASE
T PER MANUFACTURER 4 O INSULATION
SPECIFICATIONS 9 M R-VALUES w 04 REBAR 46' LONG
PRECAST SILL v 4 F W p W/6' NOOK ® 24' O.C.,
= -4 ? Q MIN. 24' IN SLAB
(U S REBAR VERTICALLY O _J L IY
W W/ CON2'-0" (MIN.C. POURED CELL Ix2 PIN SLAB)
T. FURRING STRIPS O I - —
9 Iro' O.C.
8' CMU z _72'0
1/2' GYP. WL. BD. WALL 4' GONG., REINF. W/ 6'xfo'WOOD BASE SECTION aWIAXWIA0 WWM ON 6-MIL POLY
WOOD k-ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
oTERMITE TREATMENT SHALL BE
FRAME TO >BORA-CARE
1 BLOCK WALL °(3) «5 REBAR ON CHAIRS
a -
A R C N I T E C T S
6
Design
Grou Inc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #,. 0003325
F
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RADO
##1
PRoim"
04128.000-22001
MoDmu
4EAB
"1672-ARIA"
C;<ARAOE awIIda:
RIGHT
PAGIC:
MONOLITHIC
2-STORY
1- HR WALL
SECTIONS & NOTES
%150 MPH EXP. B
ARCHITECT;
STATE OF FLORIDA
J 1Jr
TM I 11/3/16
OCALB.` 1/4"=1'-0"
skim=
D4.1
PRECAST WEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3116 TAPCON
OR DRIVE PM (MIN SHANK SIZE345
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IB' �"-
OG. MAX MIN I-114' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-2A& TAPCON mi
OR DRIVE PIN (MIN SHANK SIZEJ45
MM HEAD 812E 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS -
MAX.
MAX. MIN 1-I/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPGON
OR DRIVE PM (MIN SHANK SIZEJ49
MR HEAD SIZE 300
2X4 SOLID BLOCKING
MIN EMBEDMENT I I/4'J
SECURE TO SHEATHING W/
e' FROM EACH END MID 18'
MIN. 2.124 PER BILK EA END
OG. MAX. MIN 1-1/4' EMBEDMENT
1/16' 086 SHEATHING
CM WALL
ARCHWAY DETAIL
/i"\16" AND UNDER
SCALE: 12'•I'-0'
DBL. TOP PLATE
2X4 I6' OG. MAX,
SECURE 2X4 TO
7 W2-12d • 6'-a'
145 MIN. HEAD 912E
300 MR.
EMBEDMENT IN WAN
ARCHWAY
EXCEED B'OG.
MAX
2X4 SOLID
ST. PLATE
BLOOKMG SECURE
12'PLYWOOD.
TO SHEATHING WITH
OR T/16' 02B.
MR 2-12d PER BLK
EA END
� EXTERIOR ARCHWAY
`")
SCALE: 12'•I'-0'
10 T/,g OAS. OR I2 PLYWOOD SHEATHING
C2i SO BLDG. FELT
O3 24' WIDE 26 GA GALVANIZED METAL
FLASHING
MUST ADD DIS10, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
O FIBERGLASS SHINGLES
PRE-FABTRUSS
12' CLG. BOARD t TENT.
SIMPSON SP4
2X4 DBL. TOP PLATE
- EVERY
12' DRYWALL
OTHER STUD
2X4 WOOD STUDS 016' OG,
UNTO. ON TRUSS PLAN
2x4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32, Of MAX
2'XS' AS. 32' O.C.
coH+c.9LA8
2 5'. CON-.
1-STORY
6 INT. BEARING WALL
NOTE: FOR
SCALE: 12'•I'-0'
WALLS WMO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 16' OC. MAX
SECURE 2X4 W/ 2-j('
TAPCONS OR DRIVE PIN
(MIN SHANK SIZE J45 MR
HEAD SIZE -A" MIN
EMBEDMENT I V WAN 8'
EA, END NOT TO EXCEED
B' OG. MAX
2X4 SOLD
BLOCKING SECUM
TO SHEATHING WATW
MIN. 2-nd PER SLK
EA. ENE
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PM MIN SHANK 61ZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IB'
OG. MAX MIN 1- 1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON
OR DRIVE PM (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT I I/4')
8' FROM EACH END AND IS'
OZ. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 MIN 2 X 3) 2-3/16 TAPCCN
OR DRIVE PM MIN SHAKO S12E.H5
MIN HEAD SIZE 300
1/16' OSB SHEATHMG
MIN EMBEDMENT 1 1/4')
2X4 16' OC. MAX
$' FROM EACH END AND 0'
(WHEN OVER 16' IN HEIGHT.)
OC. MAX. MIN 1.114' EMBEDMENT
2X4 SOLID BLOCKING -
SEC)RE TO SHEATHING W/
MIN. 2-12d PER MILK EA END
ARCHWAY DETAIL
16 AND UP
't SCALE: 12'•I'-0'
/��CLOSED VALLEY FLASHING DETAIL
SIMPSON
SP4
EVERY
OTHER
$TUD
DOUBLE TOP PLATE
2.4 CONTROUS STRESS
BLOCKING MID WALL
2x4 STUDS • I6' OC. MAK
UL)➢l.
J' T t G S USFLOOR GLUED
AND $OWED AS PER
FASTENER SCHEDULE
UST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-36 s 32'
OC. MAX
PE-EW. FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTROUS STRESS
BLOCKING MID WALL
2x4 STUDS s IS' O.C. MAX,
U.OhI
12' GYP. WL. BD.
SECURE ST. PLATE TO SLAE
W/ I'x8' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY l'
EMBED. MIN
SIMPSON SP4 • 32' OC. MA
7 INT. 2-STORY L.B.W.
SCALE: 12'•I'-0'
PRE-ENG TRUSSES OR
CONY. FRAMED RAFTERS
9' O.B.B. SHEATHING OR I'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCORE
BETWEEN TRUSS BAYS W/
(3) 12d'e EACH END
2x DOUBLE TOP PLATE
STUDS s 16, OG.
MTS-12 • EVER STUD
2X4 ST. PLATE
DORMER
8 ATTACHMENT
SCALE: 12'•I'-C'
DBL. TOP PLATE
SECURE 1 X RIP TO FIT
W242dS 6•-8' OG. MAX.
T/e' TEXTURED FINISH
T/I6. OSB SHEATHING
2 X 4 IG' OG. MAX
(WHEN OVER IS' IN HIEC04TJ
2 X 4 (WHEN OVER 16' M WMGHTJ
TEMPERED MASONITE
GLUE t NAIL W/ed'S e'-12' OG.
F NEEDED.
2 X SOLID SLK'G • ARCM
SECURE W2-12d EACH END
ATTACHMENT PER
MANUFACTURER'S SPEC'$.
MTL WDW FRAME
'NOTE: NO GAP • WOW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
A CUTAWAY
SCALE: I2'•I'-0'
2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 I/41)
e' FROM EACH END AND 18'
EXISTING SLK ASV.
OG. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN
1/8' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 30C
1/16. OSS SHEATHING
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 1.
2 X 4 W' OG. MAX.
O.C. MAX. MIN I-I/4' EFEIEDMENT
(WHEN OVER 16' IN WEIGHT)
2 X 4 (OMEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
16' IN HEIGHT.)
OR DRIVE PIN (MIN BHAK SIZEJ45
X SOLD B•ARCH
MR HEAD 812E 300
MIN EMBEDMENT 1 1/4'1
SECURE
SECURESECURE W2-t2d 12d EACH END
a- FROM EACH END AND B'
ATTACHMENT PER
OZ. MAX. MIN 1-114' EMBEDMENT
MANFACTURER'S SPEC*.
MTL WOW FRAME
1/4' TEMPERED MASCNITE
'NOTE: NO GAP • WDW FRAME
GLUE + NAIL W/8d'S 8'-12- OG.
TO EXCEED 1/4'
IF NEEDED.
ARCHWAY DETAIL
CUTAWAY
SCALE: 12' • I'-0'
ASPHALT SHINGLES OVER
•30 FELT ON 1/I6' O.BB.
PRE -ENO GABLE TRUSS
OFF (SEE BEENS. PACK FOR
SIZE t CONNECTION)
2.4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
�- CONT. 2.4 SPF RAT RW '
SECURED W/ (2) 12d'n • EACH
TRUSS
(2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3)
12d'c • EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
g' GYPSUM BOARD OR P
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE - ANY SPAN 15'-0' OR GRATER REFER TO
TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0-0' TO 30'-C' (1)B X-RACE
30'-1' TO 60'-O' (3) X-BRACE (I) X-BRACE • CENTER AND (2)
BRACE DIVIDED EOUALY FROM CENTER TO END
9 GABLE X- BRACING
BGALE: 1,2 I'-0'
2x RIDGE ONE SIZE LARGER
THAW RAFTER SIZE
MR. (3)12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d CAN NAILS
2. RAFTERS
Wc8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GIIN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG. TRUSS
�
ALTERNATE Q4NNECTION 10 CONV. FRAMED ROOF
MSTA-24 RAFTER TO BLK'G SCALE: 12'•I'-0'
BETWEEN TRUSSES
0'-0' TO 30'-0' (1)'X' BRACE
304TO 60'-0' (3) 'X' BRACE
(I 'X' BRACE s CENTER)
(2 X.
BRACE DIVIDED EOUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
SO FELT ON 1/16' O.BB.
(2) 2X4 1 SYP DIAGONAIL BRACE
W/ 3-12d • EA TRUSS ( DIAGONAL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BRACING
IS PRESENT
(2) and NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE t CONNECTION)
cD110M
1/I6' O$B SHEATHING TRUSS 24' oc.
USE 8d NAILS AT
4' oc. EDGE t 6' oc. FIELD
12' CLG. BOARD
2X4 W/ 3/8' X 5 LAG -32. OZ. M NAIL CONT. RAT RUN TO
OR SUMP° d MSTA-24 - 32' O.C. MAX. TRUSS W/ (2) 12d - EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
SHEATHING NAILING TO BE DBL TOP PLATE
6'-S' OC. IN FIELD
4' O.CPALL EDGES W/Sd NAILS
2X4 STUD Ib' OZ. MAX.
n2-STORY GABLE END CROSS BRACING
SCALE: 12'•I'-O'
• 1175 UPLIFT
SIMPSOM HTBMI20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4.
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO 10d TO TR155
AND (4) 1/4' x 2 114.
TAPC0NS TO CONT
-POURED LINTEL
PRE-EW. TRUSS
CONTINUOUS
BOND BEAM
CONS
MIN. 2' COVER
2TAP' APART
12TRUSS ANCHOR RETROFIT
N.Ts.
12" Z
FINISH 6 LANDING
3/4' PLYWOOD F.F.
z
DBL 2X6
I
36" MIN, FINISH
1 3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED RIN R
FINISH g LANDING PLYWOOD INTO
3/4' PLYWOOD FF. EACH STRINGER
3-2x12 SYP STRINGER 'DBL 2XI2
REINFORCED W/2X4 SPFOR
W/CONT, BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR a
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)08 3' SCREWS a EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10% MAX. RISER 1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABI L I TY
WINDERS- MIN. 6' WIDE o NARROW END
MIN. II' WIDTH Q 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
2XI2 TREAD ------
CUT TO FIT
IX8 RISER
m�
1 Z \HAND RAIL
upuv
1/2 DRYWALL
IXIO TRIM
I' NOSING TYP.
(L) IOd CUT NAILS
g 2X4 P.T. � X
SLEEPER INTO i
SLAB-17
0;3��STAIR SECTION DETAILS
SCALE: 3/4' m I'-O'
A R C R I T E C T E
Design
Grou .2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
E:
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MGM ae LOT
SILVERADO
LOT #22
BLK #1
041 28.000-22001
MODR U
4EAB
"1672-ARIA"
C3Al2AQZ aT►1NO:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
1
J � 11/3/16
HCA1,M 1/4"=1'-0"
skim=
�5
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
FL 158-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM
W W W.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-16
A R C H I T E C T 31
6
Design
Grou0E..
41 N. RONAL.D REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA M. 0003325
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y.
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0
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aysD:v ae Los
SILVERADO
LOT #22
BLK #1
p1iOJECT*
04128.000-22001
MODEL,
4EAB
"1672—ARIA"
GARAGE OTM90:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
A
])ATM 11/3/16
SCALE: 1/4"=1'-0"
8*rmZT
D6
A R C N IT E C T E
PREFORMED CONTROL JOII
FLANGE OF CONTROL JOINTS TO
BE WIRED TIED TO LATH • S'
O.C. MAX (VERT.). NOTE; DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
fie` LEG MAY BE USED TO TEMP.
SEOARE CONTROL JOINT
DURING INSTALLATION —�
FASTENERS TO BE SPACED
• T' O.C. MAX VERTICALLY /
I
H SHALL NOT
CONTIMlOU9
DL*w CONTROL
NTS BUT SHALL
STOPPED AND
AT EACH SIDE
nI -
%' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 2, FORTIFIBER
BUILDNG PAPER
APPROVED METAL LATH
FASTENED -T' (VERT.) O.C. MAX
AT SUPPORTS
WFfl LATER 01,
STUCCO WRAP
WOOD SHEATHING
-R ASTM
°R CI063
PROVIDE 2X4 BLOCKING
14
PLACED FLAT MAX. 6' TO S'
FROM CONTROL JOINT WHEN
Jam.
=ASTENER5 FOR LATH TO BE NAILS OR
CONTROL JOINT FALLS ON
i / STRUCTURAL STUD
fAPLES IN COMPLIANCE W/ ASTM CM 63 r
WIRE TIES TO BE MO. Ie) 0,04T5' WIRE /
BLOCKING 54OUN MAY BE IN ADDIT17 \
7 WALL STUDS RECYIIRED PER PLAN
yYU
t
O"M" TYPE CONTROL
JOINT
OL SOLD tllNFd7 P pT A
®KJLD
I
OI. SOLD R'ipAF9
RNA
3.OEA8E . PT. G
I 8Ne1GLE IeLNLieYa—� .
GRIP EDGE: OVNSAP 3—
EXIEIC N' BELOW
91ffATNIJG, KCHANICALLY
MATEN 4. OG. I.44)L
OI.
FOLD Ne/I� . Pr. A
2. OREAeE .
Pr. e
9. CiEABE . PT. C
4. SOLD PT. C OVER PT.
a ru.L rt. c rouge
eortorl q.ANGE
BOTTQ`1
FLMYaE tlWTER TKN!
SEAL. FOLD. Q2
U2T CUr.
]' THICK, 9 COAT CEMENT
PLASTER
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6 `
b' VERTICAL LAPS !ROLL FLASHING (COMPATIBLE W/ HOUSE
ENDS) ( b' HORIZONTAL LAPS. WRAP MATERIAL) OVER 4'
ALL SEAMS NEED TO ISE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP.
WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE
/ I' OR LESS PIPE —6'x6' SELF -ADHERING MEMBRANE
/ \ PENETRATION I FLASHNG (COMPATIBLE W/ HOUSE
/ \ WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
/ rL LAP • -TAL LA1N
FLASHING TO EMEND ONTO PIPE
X X X
CUT AND OVERLAP ONE SIDE OF
METAL LATH SELF -ADHERING MEMBRANE --
FLASHING —CUT AND OVERLAP ONE SIDE OF
STEP ry STEP 42 SEASHW, RWG MEMBRANE
WRB LAYER P, P THICK 3 COAT CEMENT
STUCCO WRAP I PLASTER —._ WIRB LATER P,
In PA�rz LAP aELcw c.ILY METAL LATH —STUCCO WRAP
6 / I 111RB LAYER P:, FORTIFIBER WRB LAYER P:, FORrIFIBER
WRB LAYER 4, FORTIFIBER BUILDING PAPER L ILy BUILDING PAPER
WRB LAYER P,
STUCCO WRAP —FLASH IW. OVER 4'.4' N1ET'®RAJE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS !CLIPS, FLASHING OVER APPROVED
WOOD SHEATHING _ HOUSE WRAP.
RECUIS,STAPLECURE
�LUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE
PIPE/ WIRE TO FRAMING
4'x4- SELF -ADHERING MEMBRANE
—� FLASHING OVER APPROVED
I• nIN LAna _ HOUSE ILRAP.
FLASHING TO EXTEND ONTO PIPE
AP, A LaP R —
2 APER LAP 2-z IN ALL
' —ib' COAT. BEAD OF SEALANT
SCALE: 1 I/2'.I'-0
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
' SI-EATHWCa
/ \ ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
® KICKOUT
DETAIL
uRAP
;OF
SEAANCE.WA, 8A7TOP
9h UWLL PLA9HRG
KICK -CUT PLAIlHNG (BPF
DETAIL)
.
A
g
IQ7_: MTN.L KICKOIIT
FL 9NIr'✓( AT I-17 1 CF POLE 1
aR£RIEGTICW
UWLL
sowR DO NQL1 (LEND ae
z
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMWG MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0.0415-I1,1. (121-MM)
WIFE AT INTERVALS NOT
MORE THAN S' (22H-MM).
AS PER ASTM CI063
12.1.
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
WA40USE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
WOOD
SHEATI
BUILOf
PAPEF
STUCO
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING
WRB LAYER •1,
STUCCO WRAP
A' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WRB a TAPE OVER
ROOF/IUALL 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
SHINGLE ROOFING
O"L" FLASHING
N.T.S.
SECTION PER CR703.8.1
EAWIor Iedr4rp and pla.lerMrg
Exterior se of porUwd mmeM plan
shall comply wldl the application
requirements of ASTM C 926-12A.
1111,111aum of exterior IetNrg and hang
`_hell comply mth ASTM C I063-12A_._
PENETRATION DETAIL
NIiG
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 1*2 (FORTIFIBER - - -'-'-'-
BUILDING FAFER)
METAL LATH x-x-xx
STUCCO
WOOD SHEATHING T�1T
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-8��-09, MIN- 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
Design
Grou IR�.
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA N: 0003325
E;
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SVHDIV. As M!
SILVERADO
LOT #22
BLK #1
PROJ=w
04128.000-22001
mODEL:
4EAB
"1672-ARIA"
GARAGE grWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
%150 MPH EXP. B
ARCHITECT
STATE OF FLONDA
A
DP AIM. 11/3/16
SCALE: 1 /4"=1'— O"
E{HEE'1'
Yy AI
A R C H I T E C T S
INSTALL W SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM. 2. SIDES, 3. TOP
X. VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
I TOOLED 50 A5 TO DEFLECT
r L WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
rl X
r VENT -APPLY SEALANT ALL
i X JOINTS AND INTERSECTIONS
,1 I`
APPLY SEALANT AT PERIMETER OF
BACKER ROD NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES,V CAULKING a JOINT
I ALL AROUND
PER FBC R703.6.1
Exterior lathing and plastering
BACKER ROD Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
X Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.�
WRB LAYER -1,—
STUCCO WRAP ° X
X. HOODED VENT
X J' THICK, 3 COAT CEMENT
-. PLASTER
METAL LATH
WRB LATER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT (FRAME)
WOOD SHEATHING
WRB LAYER fl,
STUCCO WRAP
WRB LAYER 2, FORTIF15ER
ml�
BUILDING PAPER
wooDcoNSTucnoN
—METAL LATH
e' OMU" VINYL CASING BEAD
W RAISED BAND
V TO i(i' MID -WALL
WF_EP SCREED
0' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (WRB
LAYER "I, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO_'_
WOOD SHEATHING PllTlT�T/TlT/�
SELF-ADHESIVE FLA5HINCx - — — — -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6,1 / A5TM C-04-1-0E9, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
1
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
��VENT PENETRATION
1-i SCALE: N.TS.
ELEC. METEF
VERIFY LO
f-+�Rc,•+, Iv r�c�.�lvc
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
�ELEG. METER FIELD
VERIFY LOCATION
I
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CONSTRUCTION
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
Ya' TO va, MID -WALL
WEEP SCREED
SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
I5OCYANOTE-POLYBLEND FOAM
I AT 1 7R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
7,O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAi
EDGE
APPLY E-Z
OVER 60 M
GRADE 'D'
FELT-PROVI
SEALANT Al
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRB LAYER fl,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD -1/8' TEXTURED
CONSTRUCTION�FINISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER s T• O.C. MAX
8' CMU
Ye' TO 'ib' MID -WALL
WEEP SCPSED
EJ
• &' WIDE STRIP SELF
-- ADHESIVE FLASHING, CLEAN
_. MASONRY BEFORE APPLYING
V FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER W,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
rl
STEF #1
APPLY 60 MIN -
GRADE FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
POUSEWRAP
STE F' #3
8"
STE F #2
WRB LAYER "I,
STUCCO WRAP
ElSELF -ADHERING
MEMBRANE FLASHING
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEP #ro
OELECTRICAL RECEPTACLE
Desn
Grou Ine.
-r LONGWOOD, FL32760-•
PH: 407-774�8078
FAX: 407-774-4078
www.abdesigngroup.com
AA#,. 00033251
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04128.000-22001
i[ODEIr
4EAB
"1672— ARIA"
GARAGE 81WING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
AF tcHrrECT-.
STATE OF FLORDA
I ATJM 11/3/16
DCALM: 1 /4"=1' - 0"
a112IZIT
Vd A2
WOOD SHEATHING
WOOD
CCNSTRUCTICN
% HAT CHANNEL
WI%- TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
THICK, 3 COAT CEMENT -
PLASTER
WRB LAYER 9,
STUCCO WRAP a
AMIGO AMbb-WFWC-l80
CUSTOM CASING BEAD
EXT. WOOD FRAMEC
WALL
WRB LAYER -1,
STUCCO WRAP
SUB -FLOOR DECKING
WRB LAYER 2, FORTIFIBER
BUILDING PAPER
PRE-ENG'D TRUSS
J* THICK, 3 COAT CEMENT
LLEATI-ER RESISTIVE
PLASTER
BARRIER -1
( ' SAF. to TOP OF WEEP SCREED
WEATHER RESISTIVE
TO SHEATHING BEHIND WEEP SCREED
BARRIER -t
J' THICK, 3 COAT CEMENI
4' POSITIVE DRAIN
IIFFP Se —REED
PLASTER
METAL LATH
WOOD SHEATHING
W SELF-ADHEREING
FLASHING WRAPPED
e TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER M,
K'
,1
STUCCO WRAP
'i
WRB LATER -2, FORTIFfB
i
BUILDING PAPER
r
6'SELF-ADHEREING
FLASHING WRAPPED
e CORNER OF CANTILEVER
4'
1 , WEEP
POSITIVE DRAIN
SCREED
NO GAP INFIELD �
(SHCUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
IOA DTL.C) CANT.
SCALE: I I/2' • I'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.ro.1 / 45TM C-84'1-09, MIN, 25 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
�I
I
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED a PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER '2
2' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD 5HEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
ES
d EXTERIOR GRADE
DRY WALL
4' POSITIVE DRAIN THICK, 3 COAT CEMI
WEEP SCREED PLASTER
VINYL CORNER BEAD
NO GAP IN FIELD VINYL CASING BEAD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@pAANInILEVER
DRIP
EDGE
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER *12 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO r-T`
WOOD SHEATHINCx C'T7�1
SELF-4DHE51VE FLASHING - -
COLUMN SHEATHING
_WEATHER �51STIVE
BARRIER •1
3' X 3' 26 GA. GALV.
FINISH LAYER (2 LAYER METAL DRIP EDGE j WEATHER RESISTIVE
PEEL a STICK) BARRIER -2
SET IN FULL BED OF _
W SAP.
6' PEEL a SEALANT, JQ MIN. / q� •\
STICK s DRIP SPACE FROM DRIP j �qy — PEEL a STICK
EDGE TO FACE TO TREX / IV3' 'L' FLASHING
DECK •� ' FULLY EMBEDDED
r ................. •'l IN ROOF CEMENT
1 I$' X 3' 26 GA. GALV.
Y,' GAP FOR BACKER METAL DRIP EDGE
I J¢'XI 3/s' P.T. OR SIMULATED ROD a SEALANT SET IN FULL BED OF
Yi GAP FOR BACKER
WOOD (TREX) FILLER, ROD 4 SEALANT SEALANT, J4' MIN.
CONTINUOUS ',! VINYL CASING a SPACE FROM DRIP
NG B
FACE TO TREX WEATHER RESISTIVE
WATER PROOFING lot I \\ WEATHER RESISTIVE VINYL CASING BEAD / BARRIER -1
LAYER (2 LAYER PEEL +i\ BARRIER 'I a WEATHER RESISTIVE
STICK) WRAPPED FROM \' 1 /', BARRIER 4
BALCONY DECK TO - JI WEATHER RESISTIVE WATER PROOFING 1st
BARRIER -2 LAYER (2 LAYER PEEL i EXTERIOR COLUMN
CANTILEVER t �'°"'�-�°^* %i a STICK) COLUMN SHEATHING
6' PEEL a STICK e l
DRIP EDGE TO DECK 1 DECK MEMBRANE, 'b' SAF.
SUB FLOOR ! EXTEND OVER DRIP \PEEL a STICK
EDGE \ I JU'x3' 'L' FLASHING
®® 3' X 3' 26 GA, GALV, SUB FLOOR I { • 'FULLY EMBEDDED IN
'� METAL DRIP EDGES ROOF CEMENT
---_----------- _--- ----------- --. _- 'SET IN FULL BED OF
I VXI si'4' P.T. OR SIMULATED i SEALANT, J4' MIN. — - , . ' - - METAL DRIP EDGE V.
WOOD (TIiEX) FILLER, {SPACE FROM DRIP SET IN FULL BED OF
CONTINUOUS / FACE TO TREX I $'XI JS' P.T. OR SIMULATED SEALANT, h' MIN-
, WOOD (TREX) FILLER,
Y� GAP FOR BACKEVINYL CASING BEAD gpq FROM DRIPR / CONTINUOUS
ROD a SEALANT i WATER PROOFING let /FACE TO TREX
FINISH LAYER (2 LAYER I LAYER (2 LAYER PEEL a Ys' GAP FOR SEALANT VINYL CASING BEAD
PEEL a STICK) STICK) WRAPPED FROM OPT' BACKER ROD' WATER PROOFING let
3/4 RESILIENT _ BALCONY DECK TO MODIFIED 9O LAYER (2 LAYER PEEL 4
HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM
VINYL CASING BEAD I' J' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO
PLASTER VINYL CASING BEAD CANTILEVER
METAL LATH J' THICK, 3 COAT CEMENT
5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER
W/TEXTURED a PAINTED I WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH
FINISH BARRIER -1 W/TEXTURED a PAINTED
WEATHER RESISTIVE FINISH WOOD SHEATHING
J' THICK, 3 COAT CEMENT BARRIER -2
PLASTER 4' POSITIVE DRAIN THICK, 3 COAT CEMENT 4' POSITIVE DRAIN
VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED
M FIELD
VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOLLN FOR CLARIFICATION OF
(SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP BALCONY DRIP
011C EDGE INSTALLATION EDGE INSTALLATION C COLUMN
0 (W/"L" FLASHING)
WOOD SHEATHING:
2x FRAMING MEMBER
WRB LAYER •I,
STUCCO WRAP
THICK, 3 COAT CEMENT>
WOOD SHEATHING
PLASTER
WRB LAYER 02, FORTIF15ER
CORNER BEAD
BUILDING PAPER ''
-
'" f T 1
I '' WRB LAYER «I,
FASTENED TO SHEATHING
_1"
METAL LATH ��� ', ;
STUCCO WRAP
ID O.G. MAX.
THICK, 3 COAT CEMENTS
WRB LAYER •2, FORTIFIBER
I
PLASTER
BUILDING PAPER
WRB LAYER •I,
!�"SELF- ADHERING [;
-/N
METAL LATH
I
STUCCO WRAP
FLASHING
_ 1
'
rexPLODEp THICK, 3 GOAT CEMENT
WOOD SHEATHING
it
'VIEW FOR PLASTER
l CLARITY)
METAL LATH
DRIP CAP
DRIP EDGE j_ I,
INSTALLATION -
WRB LAYER °2, FORTIFIBER
11D
BUILDING PAPER WINDOW FLANGE
5/6' TYPE 'X' DRYWALL
W/TEXTURED a PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER "1
WEATHER RESISTIVE
BARRIER -2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@bRIP EDGE INSTALLATION
i �T A CORNER BEAD Ca? FRAME
z vz °
- - CORNER BEAD
(FASTENER 4 SPACING: A -1' O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1q-B CORNER BEAD C BLOCK
WRB'LAYER M,
STUCCP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER(
METAL LATH -�.--
J' THICK, 3 COAT CEI
PLASTER 1
6'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
15B CASING BEAD C WINDOW
( FRAME, NO BAND)
A R C N I T E C T S
Design
Grou
.T. LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0003325
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SILVERADO
LOT #22
BLK #1
PROJMTp
04128.000-22001
MODEL&
4EAB
"1672-ARIA"
GARAGE S'W MG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
%150 MPH EXP. B
ARCFWTECT--
STATE OF FLORIDA
DP r 11/3/16
SCALE: 1 /4"=1' - 0"
914MICT
WA3
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING—
FLASHING
vINYAL ANGLED /
CASING BEAD
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
W WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
j` � ' i
.(EXPLODED J" THICK, 3 COAT CEMENT
vIEW FOR PLASTER
CLARITY)
WRB LAYER "I, —
STUCCO WRAP
vINYAL ANGLED
WRB LAYER "2, FOF
BUILDING PAPER -
METAL LATH
' THICK, 3 COAT C
PLASTER —77-
6'SELF-ADI-IERIN
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD C> WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01, __)v STUCCO WRAP
WRB LAYER 02, FORTIFIBER x
BUILDING PAPER
g' THICK, 3 GOAT CEMENT
PLASTER
JC
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD?.
Y,' GAP TYP J' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO TRIM —METAL LATH
IX TRIM MEMBER
m STUCCO TO
SIDING TRANSITION WRB LAYER "2, FORTIFIBER
BUILDING PAPER
SIDING r ugpp SHEATHING
WOOD SHEATHING
67U CO WRAP \ \ WRB LAYER "I,
STUCCO WRAP
' - CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRUCTION
�—
BEYOND
WOOD SHEATHNG
UEATHER F951871 VE
BARRIER -1
-� I
WEATHER RESISTIVE
BARRIER 2
Y� LAP SIDING
/
\ W SELF-ADHERNG
Ur6' REVEAL
i
FLASHING
b'SELF-ADHERMG
I d
FLASHING y
\ I
WEATHER RESISTIVE
BARRIER �
/
\ \
WEATHER RESISTIVE
STARTER STRIP
\ \
BARRIER 2
DO NOT CAULK OR I
I \ \
ev 6' SELF -ADHERING
SEAL OPENING
- - - -
I _
/ FLASHING
\
�
GALv'D METAL
GALYD METAL
�
'Z' FLASHING
'Z' FLASHNG - -
- 00e1 NOT CAULK OR
Y' X 6' SIMULATED
UI�IOD TRIM MEMBER
ST V'1w CASIW- N
X 6' SIMULATED
W�OD TRIM MEMBER
\ GAPVEDSLA�:SEAL
OR APPROVED SEALANT
9TUC(-O CASING
BEBQ
SIDING TO STUCCO
@ BLOCK TO FRAME
��� TRANSITION
l�
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.io.1 / ASTM C-54-1-0S, MIN, 2.5 LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
UJRB LAYER *'I,
._..__.._.
TUCCO WRESISTIVE----_
SRAP
WOOD SHEATHING
WEATHER
,
BARRIER'(
HEATHER RESISTIVE
BARRIER 2
X
WRB LAYER *12, FORTIFIBER
RE Y.L SIDING—�
VE A
BUILDINCx PAPER
�HERNG
FLASHING
METAL LATH
STARTER STRIP--y/
DO NO
S THICK, 3 GOAT CEMENT
4Ee1 W.
_. _�GAULKHI
\
(EXPLODED
VIEW FOR
PLASTER
'Z'FLAGALV'IW3
'Z' fLASHING
CLARITY)
I Y.' X I. SIMULATED_
WOOD TRIM MEMBER
CASING BEAD C� RAISED
s17A-ii
BAND (FRAME)
SCALE: 11/2'=I'-(O"
W SELF -ADHERING
FLASHING
WEATHER
BARRIER
(LEATHER
BARRIER
------------------------------------------------------------- - - - - -- ---- - --
�' THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
i
`i
' WINDOW FRAME �( I
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
I
E-Z BEAD VINYL CASING
-- (W/%' FLEXIBLE PVC BACKER ROD)
i
2X FRAMING
MEMBER
WEATHER RESISTIVE
BARRIER 01 TO LAP
W MIN ABOVE TOP
L
WEATHER RESISTIVE
BARRIER '1
UEATHER RESISTIVE
BARRIER 2
GALV'D METAL
I
'Z' FLASHING
DO NOT CAULK OR
-- -
WEATHER RESISTIVE
"
BARRIER -1 TO LAP
`
6' MIN. ABOVE TOP
OF 'Z' FLASHING
I Y' X W SMULATED
/
Ul TRM MEMBER
\ /
' SELF -ADHERING
i1
I FLASHNG
\
SEAL GAP W/CAULKING
\
OR APPROVED SEALANT
_
WEATHER RESISTIVE
BARRIER 9
E-Z BEAD VINYL CASING
(IU/jY FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARKER 2
® FRAME TO FRAME
19 TRANSITION
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING ;
MEMBER
Co' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------------------------------�----------------------------------------------"
-------------------------------------------------------------------------------------
Ya" CsAP TYP 8' THICK, 3 COAT CEMENT
GA51NCz BEAD PLASTER
SEALANT TO WINDOW METAL LATH
I `1
I
- WRB LAYER 02, FORTIF15ER
BUILDING PAPER
WINDOW FRAME
---- WOOD SHEATHING
1
i
1
i
i
- WRB LAYER "1, ;
STUCCO WRAP
1
--- 6' WIDE PEEL 4 STICK I
OVER FLANGE ;
WINDOW FLANGE -
I
---- €-Z BEAD VINYL CASING
2X FRAMING-
(W/3/e' FLEXIBLE PVC BACKER ROD) 1
MEMBER
I
-APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
----------------------------------------------------------------------------------------------
EZ
BEAD WINDO�T CASING
���
LEGEND
DRAINAGE PLANE (WRB
LAYER "I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO E _" - _7
WOOD SHEATHING FZ=Z=
SELF-ADHESIVE FLASHING — —
A R C N I T E C T II
6
Design
Grou .n�.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT #22
BLK #1
PROJECT*
04128.000-22001
MOaEIA
4EAB
"1672- ARIA"
GARAGM B'WMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
� 011
n �T 11/3/16
91CALE: 1 /4"=1' - 0"
8i9111ET
WA4
CUT HOUSEWRAP
AT 45' ANGLE
135'
MODIFIED 11, CUT I Il'
IN HOUSEWRAP,�*
LINE OF WINDOW
OPENING
I APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
IINSTALL
SELF -AC
FLASHING
NAILING
JAMBS
EXTEND
I' BELOU
FLEXIBLI
DO NOT
FIN
TEMPORARILY
FOLD -UP t SEC
HOUSEWRAP(0
TUCK FLAP UNC
at HEAD
FOLD HOUSEILI
IN AT JAMBS l
SLOPE SILL R
NSTALL b'
BELF-ADHE
-LASHING C
VINYL WEAI
'LASHING (
TAMS) NAIL
=LANGE
EXTEND
SELF-ADHE
-LASHING P
BEYOND J,
=LASHING
NSTALL VIP
:AP
ALIGN FLASHING
Wl INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TF
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO:
WINDO
1PPLY V NOM.—
:ONTIN000S BEAD
7F SEALANT AT
AMES AND HEAD o
tPPLY TO BACK OF
11NDOW NAILING
LANGE IN LINE W/
'RE -PUNCHED
IOLES OR SLOTS.
11DE ADHESIVE -
:XIBLE FLASHING
VER DRIP CAP
ECTO-WRAP
EOUIV)
WINDOW FLASHING
INSTALLATION DETAILS
q�
(FULL WRAP)
O SCALE: NTS
STEP 4
STEP J
INSTALL WIND(
PLUMB, LEVEL
AND SOJARS
MANUFACTURE
WRITTEN
INSTRUCTIONS
APPLY
MEMBRANE
FLASHING
- OVER JOINT
CIE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRl1CTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
CN'1PATIBLE.
NOTE
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
NOTEz
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
NOTE — -- _--,I
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT J I
A R C N I T E C T E
6
„Design
PH: 407-774-6078
FAX: 407-774-0078
www.abdesigngroup.com
AA #: 0003325
F
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SILVERADO
LOT #22
BLK #1
PROJECT
04128.000-22001
aLODEL
4EAB
"1672-ARIA"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHrrECT
STATE�O.4
J l
P IM —1114
D11/3/16
SCALE: 1 /4"=1'— 0"
SiEEE'P
tl d A5