HomeMy WebLinkAbout36060 Carriage Pine Ct• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
1 PLAN REVIEW
99 1672-ARIA99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN
CRITERIA:
ABBREVIATIONS
• FLORIDA BUILDING CODE, RESIDENTIAL,
ABV.
ABOVE
LAY.
LAVATORY
5TH EDITION (2014)
A/C
AIR CONDITIONING
LUM.
LUMINOUS
• ALL LOCAL AND STATE CODES
IDI.
ALT.
ADJUSTABLE
ALTERNATE
M.C.
WE
MEDICINE CABINET
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
•OCCUPANCY -
RESIDENTIAL, GROUP R3
BD.
BOARD
MID.
MOUNTED
:CONSTRUCTION TYPE -
VB
CL
CAB.
CENTER LINE
CABINET
MTL
N.T.S.
METAL
NOT TO SCALE
• MIN. INTERIOR FINISH -
CLASS B
cw
CEILING
D.C.
ON CENTER
• BASIC WIND SPEED -
Vult=150 MPH
CLi
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
Vasd=116 MPH
CPT.
CARPET
PH.
PHONE
• EXPOSURE -
B
C.T.
CERAMIC TUE
PIT.
PLATE
•1-STORY RESIDENCE -
D.
DRYER
PLYWD.
PLYWOOD
•2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
DIN' D.C.
DUDUA
ALLGLAZED
P
P..TT .
PAIR
PRESSURE TREATED
AND STATE CODES
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
DLSP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
Rif.
ROOM
DS.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEVA.
EACH
ELEVATION
SHT,
SHTBG.
SHEET
SHEATHING
SQ.FT.
CALC.'S
EQ.
W.
EQUAL
EXHAUST
SHWR.
SIM.
SHOWER
SI UAR
EXT.
EXTERIOR
SL
SLIDING
LIVMG
1612 50. FT.
F.G./FX .
FIXED GLASS
SL. GL.
SLIDING GLASS
GARAGE
432 $0, FT.
F.G.
FUEL GAS
STD.
STANDARD
ENTRY
38 50. FT.
FIN.
FINISH
SWS
SHEAR WALL
LANAI
36 50, FT,
FLR.
FLUOR.
FLOOR
FLUORESCENT
Sc
SECTION
SOLID CORE
TOTAL
2238 50. FT,
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
PPG.
FOOTING
THK.
THICK
GA.
GAUGE
T.D.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.EI.
GROUND -FAULT CIRCUIT
TYR
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
if/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HIT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
NT.
INTERIOR
W.1.
WROUGHT IRON
REV
DATE
REVISIONS
DESCRIPTION
FIM*i FLOOR ELEVATION SI{ALL
COMPLY r'ITH ENGINEERRD DWAICANj
A14WOR CITY Of .7_'Ep39YRi'JA.S
ORDINANCE
i t l.`.azL.i CO vLY IK'IT�
`t�i1e�'; IuTLJiIVO
ELECTt,ICAL i'i illy ML� C�iANiAND
CAL CODES.
RFVfEW DATE.
CITY OF.ZEPIHYRH
"UILDING OFFICIA L
SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG Cl-COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 2 -FLOOR PLAN
PG 3D-FRONT, REAR, LEFT & RIGHT ELEVATION "T
PG 3D.2-WALL ASSEMBLY ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.2-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG Dl-MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-1-MONOLITHIC STORY WALL SECTIONS & NOTES
PG D4-2-MONOLITHIC STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WAl-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING
A R C N I T E C T S
Design
Grou .a
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdes'gngroup.com
AA 8: 0003325
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"1672-ARIA"
GARAGE 93W►1NG:
LEFT
PAGE:
COVER
PAGE
150 MPH EXP. B
ARCHITECT-
STATE OF FLORIDA
3
J 10/21/16
SCALE: 1 /4"=1'- 0"
8iIEET
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR►, STH
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
11. 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 A 10 (PSF)
C. ROOF LIVE LOADS R301.6 "
I. -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)
11. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS i0.18
V. RISK CATEGORY 11
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
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.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
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.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,500PSI Fv=175PSI E = 1,600,DDO PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 518' 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
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
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
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 5301 ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Ftn =1500
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS THE CONTRACT DOCUMENTS, OF
PSI.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
O
CONSTRUCTION.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED,
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 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 R307.5.1.
3. PER FBCR 57TH 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-METALLIC 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 % INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. 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 %THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
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
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
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
SIDES AND ENDS A MINIMUM OF 1T. LOCATE WWF ?FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-W.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR 031 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
A R C H IT E C T S
6
Deign
Grous.. .
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup..com
AA #: 0003325
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BLK 1
P1iOJECTp
04128.000-09001
MODEL
4EAB
1672- ARIA"
GARAGE 81TMO:
LEFT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH ARCHTECT�
EDITION (2014). STATE OF F LOF140
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS Ft qG4/
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITSC
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
cvreoino c1uleuce
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
FOLAPD A ABOUCHACRA
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2"THICK,
AR NO 93723
WHERE APPLIED OVER MASONRY OR CONCRETE.
DPA'TM 10/21 /16
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTML1063-06.
8CALE: 1 /4"=1' - O"
2-STORY GYPSUM BOARD
8I9MET
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
^, T
(�`
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15
lj�yl
VQA
HEN
W/
VENT
2' V.T.R.
2 �I�
I
I/2'I
\ 11/2'
I Ili
��
i
�I I2
I
�I I/2' �
2,
2�
--- �
7 1 1/2'
1
I In'
I
I LUC.
� WASHI
I
LAV.
LAV.
i SHWR
1/
2' V.TRUq
2.1
11/2'
2• I
112'� I
I I TUB I
LAVI I I
WC' I
2'
3'
—3' MTo
AIN
v 4'
PLUMBING RISER DIAGRAM
T
24'X24'XI2' CONC.
_-- _--- - ---- PAD W/3-"5 BARS
21_8° 12'-0" E.W. ON CHAIRS
---- _---- -- - -_ MIN. 3' COVER
---�-- ■
---------1 -� -
4
�■
1EXTEof DI
m�
DI SLABrIDI/2• _
rG4-
SLAB
4
m
1 ■ IL 0'-O' ELEV. 3 1/2' 1
DI I FIN. CONC. SLAB I DI
I
DI
L----
■ I
I
E
`�
n'-8" 19'-0-
----------- r----�` ----- _._---------------
I
DI
TYP.
4' GONG., REINF. W/ 6'x6'
■ I "��, Q WIAXWIA ULLIM ON 6-MIL POLY-
r 1 ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED GLEAN FILL
TEF2I"IITE TREATMENT SHALL BE
I v BORA-CARE
■
i t (l Q —�_
I
L e
II
i I
PVC CHASE
r -1 II FOR ELEC. TO
I
oI
I F v II ISLAND
I I dLL
I
■
L J II
2'- 2'
8'-5" 8'_5" H g• 19_O.
_
m,
0 0'-O' ELEV.
I I a 0
J90 4PVC FIN. CONC. SLAB
�_-Io CHASE
�{ f LA'"
EXTEND
I
III
;
SLAB 1 1/2'
I ■
L'L �J SHWR. PA+/,
-_-__.. NES
a coNc. 3 2
SLAB
.--
■ � (3 - ��i � DI I
I(� I I ■
O I�� BOLLARD I AS LAV.
GOND. i� REQ. PER "` 5
BLDG. CODE
I I
--
EXTEND END OF PVC.
CHASE UP 12' ABOVE ——
2X6
COND. CONC. PAD
-
3_6' 4.� ■ I _..__—_— 20'-8"
EXTEND
SLAB 1 1/2' I -3 I/2'
8 -
DI a ■■
�
a
I
1
1 1/2' EXTEND WALL ■ 01 `Og ■ I DI 0 0' ELEV.
FTG. U D R r °C I FIN. CONC. SLAB
�'�' 4' CONC.
I
Le I SLAB
l
— — — DI
SECURE STRAP TO
UNIT W/ (2) -8xl 1/4
_ ■ ■ ■ ■ — ■ ■ ■
■ ■ _-
--=
A/C BHT MTL SCREWS
-
I-----�---------.-_ _-_- _-�
-
- UNIT SIMPSON WB ROLL
�'�-
STRAP OR EQUAL
16 -0' 2'-2'
SECURE STRAP TO
10' -10
�— 8' -- - ----- _-- --- -- -- -- - — ��.-- -— _
-----
CONC. W/ (2)-3/I6'X2'
GONC.
-3'_ ----
SLAB TAP -CONS
A/C CONNECTION
FOUNDATI®N PLAN
TO PAD DETAIL
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
NOTE: MAIN COND. DRAIN 3/4' DIA.
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
OVER HEAD a 12' FROM STRUCTURE
MEET PROVISION OF R3113.1 OF THE FBCR 5TN EDITION (2014)
A R C N IT E C T S
Design
Groulrin..
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
W
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W
W
0
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2
0
SVHDIV. Z LOT
SILVERADO
LOT 9
BLK 1
PROJECT*
04128.000-09001
][ODELe
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
FOUNDATION
PLAN
50 MPH EXP. B
ARCHfTECT-.
STATE OF FLORIDA
ROL40 A ABOUCHACRA
AR NO 93725
PRINT
A 10/21//-
SCAB: 1 /4"= l' - 0"
SI3EET
_ 23' -a'
I
DOWEL PLAN
A R C H IT E C T S
Design
Gros ��.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX:407-7744078
www.abdesigngroup'mm
AA M 0003325
F
y
W
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V
y.
O
F
a
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4
a
ausniv aLoT
SILVERADO
LOT 9
BLK 1
FVROJSCT*
04128.000-09001
moz)zis
4EAB
"1672— ARIA"
GARAGM SVMG:
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHR'ECT:
STATE OF FLORDA
m
I � 10/21716
BCALS: 1 /4"=1'- 0"
DIEM=
I
SAFE LOAD TABLES
ReFOR RGRAVITY,
nensFnwnUPLIFT
ooEcecraPR arRAL vccc ^LOADS
In
CI1swC=
SAFE LOAD - POUNDS PER LINEAR FOOT
TwE
LENGTH
t1UB
+•-
sia•E
lF•-e
aw-B
-
4-
-D
2'-10'(34') PRECAST
2231
9osB
9mb9
4aN
466
s1a
618
l>4l
1941
en4
a914
18394
ImYv1
11ioa
Ibm9
3'-6' e42') PRECAST
2231
9mB9
!l9
5K!
66m1
Bm94
ffi02
Ima61
lmb9
_m_meK
l9al
s>l+
lesa4
nao>
4'-0•(48')PRECAST
1566
l%1
]ia3
2»I
4ee5
Wm
n
,aam
tNt
5961
e9l!
lm9a
1m994
ilml
IYIm9
(54') PRECAST
Sas
1>6B
21ea
"
4.9»
—1
10
s»3
l>,l
,
4>i
Nlx
B4mm
le]a4
in4
n85
V-4' (64')PRECAST
1211
H9a
15!>
256m
sk9
%M
4]4B
Kea
loaf
>!ea
,54,
1
sl»
5'-W(10')PRECA5T
1462
�•'
In9
K91
209m
94
14>I
%n
4%O
lK&
lIN
PRECAST
5"M
P%
a%
]DI
:m
a4eo
34am
sm31
5sA
lwi
slim
sa4
smee
1'-6'(50')PRECAST
143
Iai
M
%32
nm9
2."!MJ
%v
.1
n2a
M'
3e9e
56A
e461
64
V-4' 012') PRECAST
S54
195
l9]
110-0
e0
K29
W3
SBaH
SBeI
l4a6
34ee
tam
4
3lm2
l0'-&Y126')FRECA5T
415
a!9
s90
Wl
2mB9
2111
243
»%
613
M
on
2m»
xvi
%4
41114
(136')PRECAST
362
Bw
use
wa
!
3 l
4mmb
582
94B
866
a,b
2,3s
.1
40d
12'-0'(l44')PRECA6T
33,
940
el!
¢a4
I4e4
210
]8m9
m!I2
94m
a»
n94
walg
2w
3am9
9>53
13'-4'(160'2#CASi
2gb
411
"1
TSB
ls>
1m»
1mi9
u]e
HSD
lase
a3e
2!K
23K
Zees
a89
W-O'(168')PRECAST
215
424
Tmb
al
ID]b
Kel
SV
»3m
M2
1p
8L
K!l
2121
ri9m
14'•8'(116')Mlaslrt
NR
,>9
ta!
Kl0
-a
22
tall
272
IS'-4'(18l') FaE6
NR
NR
Ne
Lae
rR
Lae
Lae
4o
1
vm
I3lm
nil
2m%
:—
xBa
n'-4' (208')Paae
NR
LR
NR
raL
rrt
Lae
lee
roe
90m
9%
Sam
Ln6
K09
w9
2m41
15'-4•(232') PRaeTllEeeE
NR
sae
Ke
IR
f•e
roe
Lae
eat
23e
r
IlB0
m3,
oe2
8B
nK
21'-4'!2%')I#EBTREaaE
NJZ
�
lee
Lie
IJIe
Lae
Lae
rem
34m
55a
au
u
u5a
use
22'-0Y164')MIEBIRE
NR.
Ne
rat
ae
Lat
NR
roe
we
K!
3B
Tam
l8M
tm4,
UD9
4499
24'-0f288•)MReelRaaeE
NR
Ne
•le
Lae
Ne
Ne
Lae
ft
Ua
]Sm
49m
ado
ea4
10'n
tnl
SAFE UPLIFT LOADS FOR 8'• PRECAST A PRESTRESSED U-LINTELS
4CAW7-*MN
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
!Fe -IT
8R2-R
. -R
aP2m-R
_R
Mo-rr
vw-IT
8 2T
al
Ill
III
4-2T
6 V
613-]T
3'-6' (42') PRECAST
ebs
2aeB
3>24
4394
B%s
ia2
1aa1
sea
2e9a
392,
lB4
a%l
iw
Tmm1
4'-0• (48') PRECAST
Pbs
29mB
3•bm
%6
491m
>32>
imlB
%3
39m>
lag
4>t0
>s»
e4>»
4'-6' (54') PRECAST
00l
2—
2—
s/»
4m19
4111
>!lB
ITan
2
,ln
al»
V-4' (64') PRECAST
Imle
ne
n»•
Sass
—__
Y BI
Nn
ImK
nla
22»
2eae
a39B
sm.
4>32
PRECAST
909
B61
agg
2BB3
3e2
4133
929
156,
2—
3>Bi
9Kl
%2m
-
6'-6' (18') PRECAST
'
I.Im'1
2II
2
3"'
"I-
-I
23]!
1 2—
92&1
1112
l'-6' (90'J PRECAST
K]
n
l]i
vu
4
u%
9'-4' (IIZ') PRECAST86]
•�4
1
H,
26
2
591
Oa
1 i49
9i9
22M
2eB
I0'-6'e I26')PRECAST
59m
a
BY.
la
Sa1
5-bM
IW
NV
Il69
S
3
11'-4' el36')PRECAST
414
Mi.Ul
.31
n>3,
494
6m1
ImA
Ill2
K49
VIM-
201
12'-0'(I44')F`RECAST
4�
rb
B%
»3
lsi
8M
4lm
ma8m3
KKN
13'•4' (160')PRECA5T
4K
am
=
IH3,
M23,
426
46m
I_
H
Ka
Wa l
I4'-O'(168')PRECA9T
m"
Sm
124
e65r
a2
4»
In
9
14'-8•(116•) PRE9TRE
]99
46
9B1
999
>2m
669
bt2
e»
L1m
9»
IPI
Its,
IS'-4' (184') I�BIIE
224
29m
9
iK
ill
p
911
sa
14i
Il'•4' (208•.PI�BTRE
K1
N]
269
Bmb
5]I
lb
1%
I211
111
Hl3
19'-4' (232•)f#EBTREeaE
K2
SSa
94D
4,l
9,1
aN
141
21'-4' (156.71eEa,1�B8E
Ki
IQ
IQ
] !
]m4
In
3m'1
s,s
•21
Sal
.1
all
l21
21'-O'(264',FI�BTr839E
ml
131
In
229
2^L
Sea
3»
98
-2
ei
aBe
24'-OT288')RaEenE
U,
V,
M
]
,
919
49a
4K
,a2
151
%,
e»
CeFF C.RAVRV 1 11. F A'• PRF('.enT ur)Y' RF(:ERR r2nnR.Ll INTEI A
0a1r-4c--
SAFE LOAD - POUNDS PER LINEAR FOOT
TrPE
LENGTH
-
slaK
er. - stir erm-e er•.e •rm- era- ab-
4'-4' (52') PRECAST
K99
nH 3%9 9IB0 4349 —I a— ,>bt
lax %59 9 KY9 ambm 94» lmaaa
4'-6• (54') PRECAST
H94
B96 9mi9 299] 99N 4846 9at4 eam4
% %5e s]mi 6635 emem B4» ImeB9
V-8' (68')PRECAST
9� Ti_ nK 2211 mV'I 34m2 99N
eve
%, 24BI 4%T e3e> »n vn
5'-10'(10') PRECAST
859 K43 Kmm 2124 ]649 3114 31mm
Ilm ]342 424] N
6'-8' (80')PRECAST
l9l
�I KM Im lift l%m
9ml WS !PO 50,B ,% 941
e W
1'-b' (90'1 PRECAST
66a
% 149m 249a 9116 S143 239 -23
lB5 Ilan 24>B 911i 9113
9'-8'(IW')PRECABT
'� �' 3M! 9P9 4mll 1146
926 Cie 2»s 989 ,60
Aa— 1IDI 1-1 nenA FAA A'• DRFneST W/>" RFCFRC nnnR I KITFI .
C
SAFE LOAD- POUNDS PER LINEAR FOOT
TYPE
LENGTH
4'-4' (52'1 PRECAST
^e'^
9m9�
Kba
3%2
3T»1
514m2
9ms
164a
3%2
m M
l096
l
I.uu0
gum
4'-b' (54') PRECAST
a6l
Kmb
n12
]a!9
Simi
42»
4]45
ail
Kw
nv
2alB
lbml
u»
H13
51-a, (681) PRECAST
»
ph
I»l
]326
3%2
sail
e»
ea.
IT11
—
2—
39e2
3911
5'-10•(l0')PRECAST
aa6
Um1
46
22M
2113
a2ab,
2.--
i»
119!
nM
2299
2T13
3386
2198
6'-81 (80')PRECA9T
Blm
921e.
83m
MY0
24
2e»
>lm
Ra'm
84
am
!oM
T-6' (0•)PRECAST
9mi
l43
K
%
!mb
eaa
I%4
ne9
2K6
2%l
2868
V-9• (nb') PRECAST
sg
en
2
H•L
Sim
1OV
mi
nA
xmle
]asl
aB052-S
L-2
(2)H
EGRESS (2) 3052-SH
---------------- .
I
I
I LANAI j
L-5 I m 8'-8' CLG.
DINING
ROOM
OWNER'S a'-8' CLG.
1
SUITE I (2) 3052-SH
8'-8' CLG.
L— 2
r GREAT ROOM
W.I.C.
I e'-s• cLG.
I 0 ®II
I I • II
i 0 II
I
O KITCHEN
1 i
TW
0 BDRM.#3
BATH
8'-8' CLG. r--�
0 I I II
r--1 11
1 LAUN. I 1
O' 1 8 8 II
L — — CLG.
OO r-----� ATH #2 -
"
00
11
11
II
II
11
GARAGE FOYER
- 8— 81 CLG. 8'-8' CLG.
3068 W/
36'XIC,
BDRM.#2
L-7
ENTRY
L— 2
--------- L-1--------
l2) 3052-SH
O
EGRESS
LINTEL
SCHEDULE
C.►ST-�RE'1 LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
IT-4'
8F28-I1BAT
L 2
l'-6'
8F16-IBAT
L 3
12'-0'
8FI6-I5/IT
L 4
9'-4'
BFI6-IBAT
L 5
1'-6'
8F24-BAT
L 6
4'-6'
SFI6-06/IT
L l
4'-6'
8FS-I15/IT
ASV. DOOR ASSEMBLY, BTM. • 8'-0
NOT USED
NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM
ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED
MATERIALS
GENERAL NOTES
iL Sara sad raLnq based a raUaal de•Ign amiysle p:
SAFE LOAD TABLE NOTES
TYPE DESIGNATION
L nc 8' pretest 1.1.1 4a2mM p•I
1. Rovide Nil mortar bed and Lad Jo ,.
ACI SM end ACT 530
�0�•
I. 411 values based on minm3n 4 InU
1. For cneposlu Ilrael hMghte rot elaun,
TouKr
2. f e preelres•id IhItN 6mmm psi
3. Grout ABTM U16 fg . 3000
2. SYbre Wiled uMmla as regVlrad.
3. Intall tbn of Ibtel nuat apply RIU1 the erdvtaclwal
ID. Tla a —I- evreee or Untel• -taped in exlaror conc�ele
W I baarlrg.
Exee ' safe loads for vMlled nttele muse
we fe bed hom next bight eYglw.
8. For Ihtale lalgtfa rot ehaon, ues as fe toed
F . FLLED eMTH 61S�1JT r U. •UNFILLED
per
I (sxal 3/8 M h
Pe •/ Nx
ggregate 4 8 tO 11 Ie eheP
end)p •Vuewral doeumwlta,
4. U-LMtaK are manufae •W, 5 0' bng neldae at
maeonr "lle •hall Taw a coat r etw-co Iled m accordance
y o e�
with = C-25G — — ppro i CPating.
II. LMtaK loaded ebukarlaeue 'a U v 1-1 ( It
� p
SEE 9AFE LATERAL LOAD
TABLES FOR LOAD RATING rsduud by 20% Ir baarlriy length is
FOR EACH ADDITIONAL pa Uan a 1/a bdlee.
M1M next Ip�9ist IwgUn shcue
S All Nfa bade In unit. of pound• Par linear
pUANTITY 6 9 RESAR AT 'll
� BO{i01'i GP LINTEL CAVITY t�
4. Concrete fie Unla (Cell
°a^9
Ua and• to eceome iata vertical —11 relnfpa Arid aA1
9r ^9
y
yllirt) and hpl2onlal (letrelI bade •heuld dallied
�InFORCED CMIJ FALL
2. NR •Not Reled
foot
AST CSO eaninl.xr rat arse
15mm
5. RMarsoa lYla CART-CT�TE Load Deflection Gaph brodve
&
for llntal dsflactlon Kfomellon.
for Ua combined bedplg wil, the felbaing aquaii—
COURT
3. Safe bode era euprimpo•ad ellauebM bade.
A. sere 1,& 1 40
m. All safe loads bleed on elnply xpporled
o
cppreeelva strength . pal
5. Rliar per A - A615 grade 60
6. Bottom flail added rebar le be bca— at the bollan
toed. e on grade «grade 60
tall rebar.
11. The r.enbar in tla tlr peranUa•I•
CJ KJ LJ 8
6. PraNraal rd ABTH A4K
^9 eve per
of the 1-1 uN ly.
Qi2.aII d verliewl bed AI L 11ad I.eNeenlel bed
S I0
safe Ve 1-1 toed Safe horl—.I load
!]' 0.R TYP
5, Ona n rebar ma be eubellwtad r- tuw
y
lndbatw the cent retlucllon fp G 40
per 3e
11I al,e]liltt OF 5
,
gr ds 210 be relex.tl—
T.NorlM AST11 C210 H cT S
Per type
1. 1A2' diamalr — •limp, are urlded to the
bottan steel fp na hanlcal a Ftora 9a-
U. Addillonal Ktaral load capacAy mn ba
(2) 9 WEAR
9 reban a 8' tenets only
6. TY de• evakate eonearltre letl
191ar ^a
flab adeKtl rmar.
Exe le 1'-6' IMtal l 8F32-B safe
^P
L
3
REBAR AT TOP
L
,1
•
8. Cast-In-pbu mnoele may ba provided b coepeelte Imtal
M Ilau or concr4na maeany ,Iilu.
ob Ia l mbe ti a daaigner by provid.S addltldal ralnre `
corlcela soey above Ua Ilmel. Sea devil et rkjn�
GR40 p GR60
bad flan lb •a • lead tabu by
cakvleling Ua mexmrw rasKlhg eloelarnY
gravity bad 6412ru mJ 15x
etd,—I-7 412 (25) . 5501 pir
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LONGWOOD, FL 327PH: 407-774-6078
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04128.000-09001
1[ODEie
4EAB
"1672- ARIA"
GARA03111 OWWO:
LEFT
PAOffi:
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHRECT
STATE OF FLOFNDA
�Alall
I I -IA' CLEAR
l�r,tL P � D10/21/16
EICALE: 1 /4"=1' - 0"
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WND LOADS
BASIC VW E FOSM FOR S SECOID
WM
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NO TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR MIN. CRITERIA
S.GD. MIN.
41
5
23/-2S
CRITERIA
16010 OAD.
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.
CONTROL DATE 07/00 5
- 38 8—---_--
--- ----- --------------- --
-
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4 0 13' 4 4—, 2
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FOYER =—
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18 8 4'-4 _
-�
8'-4' II''-O"
9
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 A55EM5LY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED. (2014).
m:E lH I v1, I
— !i
SQ.FT. CALC. S
LIVNG
1612 90. FT.
GARAGE
432 SQ. FT.
ENTRY
38 SQ. FT.
LANAI
06 60. FT.
TOTAL
2238 50. FT.
EXTERIOR MASONRY
WALL ERG. HEIGHTS
8'-8' BRG.
ARCH
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"1672- ARIA"
GARAGE SIF MG:
LEFT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
ARCHffECT
STATE OF FLORIDA
ROLAND A ABOUCHACRA
AR NO 93723
DATE:- 10/21/16
SCALE: 1 /4"=1' - 0"
siiEE•r
2
A N C N IT E C T S
BLOG. HGT. ,L
FYI -ON
BKTIIXI1
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6t512
OFF RIDGE VENT
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�, 8'-8' BRG. HGT.
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FRONT ELEVATION
TEXTURED FINISH
iTD. CALCS - OFF -RIDGE VENTS ONLI'
AREA OF ATTIC
= 2235 SQ. FF.
NET FREE VENTILATION AREA REQUIRED
= v300
REQUIRED VENTILATION AREA
= 2235/300
= 7.45
VENTILATION AREA X SQ. INCHES PER Fr. (144)
= 1072.8 SQ- IN.
MIN. REQUIRED VENTILATION
= .5X 1072.8
IN UPPER PORTION OF ATTIC
- 536.4 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
536.4 /115
TOTAL#OFVENTS REQUIRED
= 4.66435
TOTAL#OFVENTS PROVIDED
= 5
`AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALLTO EXTERIOR OF WALL,
NO OVERHANGS INCLUDED)
I�6
8'-8' BFPf.. HGT.
m
REAR ELEVATION
TEXTURED FMISN
OFF RIDGE VENT OFF RIDGE VENT
0 -0' FIN. FLR... ,�_—
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT2
6
V
�I
0'_0' FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
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PN: 407.77460711
FAX: 407-7744078
www.abdesigngfuup.com
AA #: 0003325
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04128.000-09001
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4EAB
1672- ARIA"
GAMAGE 8MM0.
LEFT
PAGE•
RO NT, REAR,
LEFT &
RIGHT
ELEVATIONS
50 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
1. W-8'_BRG. HGT__
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ROLAND A.ABOUCHACRA
AR NO 93723
m 10/21/16
SCALE: 1 /4"=1' — 0"
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407-774-6078
FAX: 407-7744078
www.abdesigngmp.mm
AA #: 0003325
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FAX 407-7744078
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AA #: 0003326
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1672— ARIA"
GARAGE OWING:
LEFT
PAGE:
FRAMING
PLAN
50 MPH EXP. B-CCA
ARCHITECT
STATE OF FLOM
DA 10/21/16
SCALE: 1 /4"=1' — 0"
SHEET
4D
CONTROL DATE: 01-01-15
CONNECTOR SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-I8
1400
(1) 10d x 1 1/2' I -PLY, (b) 16d 2-PLY, (llOP: (10) 10d X 1 1/2' - NO 16d OPTION)
(2) META -IS
1988
(2) HTA 16-IS
2800
(10) 106 x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/1')
ISOO
(14) 16d 2-PLY (USP: NO Ibd OPTION)
HETA-lb
1810
HTA 16
1615
(9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION
HETA-20
ISO
HTA 20
1615
(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION
�i
(2) HETA-20
2035
(2) HTA-20
3110
(10) 10d x 1 1/2' 1-PLY USP: (10) IOd x I V2'
2500
(12) Ibd 2-PLY (USP: NO Ibd OPTION)
Z
O
LGT-2
2150
LUST-2
ISIS
(1) - 1/4• x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (I6) 10d
in
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON DETAL-20
(18) - 106 x 1 1/2, 1 PLY
MGT
3965
MUGT
4000
(U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
10980
WLIGT-2
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) 10d)
HGT-3
10530
HUGT-3
9365
(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (U5P: WOOD (8) I0d)
LGT3-SDS25
3285
LUGT-3
5330
(12) SDS 1/4'x2 12' TO GIRDER, (4) 3/8' x S' TITEN HD TO WALL (USP: CONC. (4) 3/8' X S' WEDGE BOLT, WOOD (I2) W525)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-1/2' (USP! (lo) IOd x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMP9CN VGT
(1) 5/B' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
(2) VGT
li85
NO USP CONVERSION FOR SIMPSCN (2) VGT)
(2) 5/S' A.T.R. IN HIGH STRENGTH EPDXY_(MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
loco
MTW 12
15,35
(14) 106 x 1 12' NSP: (14) 10d x 1 1/2', (14) 10d)
HTS-I6
1150
HTW 16
1660
(16) IOd x 1 1/2' (USP: (I6) IOd x 1 120, 06) 10d)
HTS-20
1450
HTW 20
2045
(24)10d x 112' CUSP:(24)IOd x112% (20)10d)
HTS-24
1450
HTW 24
2045
(24)10d x112' (USP:(24)10d x 112',(20)101d)
LSTA-12 .
925
LSTA 12
9lo
(10) IOd USP: (10) 10d
LSTA-18 ..
1235
LSTA 18
1360
(14) 10d USP: (14) 10d
MSTA-18 ••
1315
MSTA-18
13B
04) 10d USP: (14) 10d
N
MSTA-24 ••
1640
MSTA-24
1150
(I8) lod USP: (15) 1"
MSTA-30 ••
2050
MSTA-30
2140
(22) 10d USP: (22) 10d
<
MSTA-36 .
2050
MSTA-36
2525
(26)10d USP: (26)10d
F-
MST[-3&
30"
KSTI 236
30W
(3( ) 10d x 1 12' USP: (36) 10d x 1 12'
V)
M$TI-48
5065
KTSI 248
4250
(48) 10d x 1 12' USP: (48) 10d x I W'
H6
13W
LFTA 6
IS%
181 Sd TO PLATES, (6) 86 TO STUDS (USP: (16) ad x 1 12', (Nb) 8d)
SP4
885
SPT 4
945
(6)10d x 112'TO STUDS USP: (6)10d x 112'TO STUDS
A34
395
MP 34
410
(4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
HHCP 2
1010
(12) Iod x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) IOd X 1 12' TO PLATE
HIOA
1340
RT 16A
2180
(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT A HOU4
4565
P14D 4A
4535
(1(.)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 WD15
4940
TDX 10
5110
(I&)-SDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN)ASHE"PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TWRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS 5IMP50N
ABU 66
2300
12000
PAU 66
2535
13815
(1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN GONG, (12)lbd TO WOOD USP: SAME AS SIMPSON
(n
LTTI9 •
1340
LT5 19
1205
(U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON
0
=
LTT205 •••
1500
LT9 20B
1105
(U 12' A.TR IN HIGH STRENGTH EPDXY, (MIN 1' EMBEDJ IN CONC, 110II0d TO WOOD
USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) ]Old, (10) 10d x 1 12', 2-12'
U
Z
1I774
4455
HTT4
4465
(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (18) 5DO10 X 112' (USP: (20) 166 X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) 16d x 2 12'
Q
NTTS
Sow
H7T5
5430
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (26) Ibd X 2 12' (USP: (20) Ibd X 2-12')
USP HAS MORE NAIL OPTIONS: (2W Oct, (2811" x 1. 1/2', (20) Ibd x 2 1/2'
HHDQII-SDS 25•
11010
UPHD 11
120W
(I) I' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC, (24) SDS Y.• x A' WOOD SCREWS (USP: (24) W83 WOOD SCREWS)
1-I0113
6645
TDX 10
5110
(U l/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
V)
MBHA 356/1125
3415
5330
NFM35X12U
3165
1130
SIMPSON: (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN GMU. TOP, (V 3/4'
Al. INHIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (18A0d TO BEAM
USP: (U 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 EQ W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
4 T
Of
LJ
U'
HUSC4I2 (WOOD)
3635
2660 (FLR)
HU54121F
3060
2530 (FLR)
(10) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME A9 GIMP50N
1 3265 (ROOF)
3225 (ROOF)
QHUC410
(CMU)
1810
SOBS
HD410 IF
1905
3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d 70 WOOD: (USP: (I8) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
HUC2I0.2 (CMU)
1810
5085
140210-21F
1905
3115
(I8) 114' x 2.3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
HUC210.3 (CMU)
1810
4000
HD210-31F
1905
1 3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (10) 1/4' x 3' W53 SCREW$, (10) Nod TO WOOD
LGUM26-2-505
1430
5595
NO USP CONVERSION FOR SIMPSON 1_6UI.126-2-SD$
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD
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.
• UA4ERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
• 10d COMMON NAIL$ CAN BE SUBSTITUTED WITH 10d x 1 12' NAIL$ IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
v,
• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
LJ
i-
O
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 C0RRCGICN PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR&, USE FASTENERS GALVANIZED PER ABTM-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-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE A MASONRY CATALOG
C-SAS-2012.
SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO
DBL 2 x 10
1'-0' TO 10'-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 &
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 (1`0
UP TO
5'-0' TO
V-0'
UN.O.
4'-II 1/2'
1'-li I/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
I
3
2 x 12
("2 SYP)
1/16' OSB
NAIL (3) 12d a
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-I(o
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 UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES 1w 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.
&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 FBG RESIDENTIAL -SECTION R302.12.
S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C N I T E C T S
Design
GrouP-inc.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 J
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PROJECT#A
04128.000-09001
HODEIt
4EAB
"1672—ARIA"
GARAGE STUNG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
50 MPH EXP. B-CC
ARCHITECT
STATE OF FLORA
W,.r
D � 10/21/16
SCALE: 1/4 V— 0"
S*1mzT
k. 4.2
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
W AMP e E POLE
110V OUTLET
110V OUTLET
N OF OUTLET WRED
TO eWITCN
wl
IIOV OUTLET
EOWPED WKdiND —
NtERTMTT TN1PER
IE&eTANT IYPE)
2201 OUTLET
[4) WRE CCMIE--
--FF
-i�- WI
EauTLWAtERPRDOF
G E RT
ID
SWITCH
ItsSWITCH
3-WAY OPEN
j4
SWITCH
4-WAY OPEN
WALL HOMED
V
LKdrt
CEILING LIGHT
VP
LKW
`0
IEGE69ED CAN
�.
WALL 9CGNCE
PRE -WEED
VENT. FAN
1 QM PER 80. ET.
VENT. PAN
UMLIGHT
CRI PER
y
i. ♦
V FIxIUFE
1 �J
tePEce RB BY
L R
^
I
4�X2-
FLUORESCENT
2-BULB 21edP
ARn)D
2' I4uoREece+T
4- RUMESCENT
ram --,err+
dOd
W TRA(X LI
PANEL
METER
O SD.
eraKc DETEciae
�� JCY '�iy*y -�
Nes�Y�
WALL MOUNTED
BAIT_ Baas
8D.
SMOKE DETECTOR
YEbA�d1A8E
Cdl®W TLC �
BATi. BAOC-1P
® 5/CO
M10.T:��
MH CTED
eNALL BE A DBTMIC
OE NOT L TNEN Y
L96
L
PENDANT L—T
1 I�
_TUTLRAL GA9
ET
►
TELERIOIE JA
_777
WATER NEATERELEyp�D
DISCQNIEOT
..., ,...s
A/
J
TELEN&ON JACK
C_�
CE LN6 BOX REOJ
OJ-BOx
TO BE 811PIFOIIHED N
AGCCImANCE
MARKED AO &IGLU FOR
I
//
OBE suFT+DRTED N
FL000 L—
METEP
FIELD
VERIFY
LOC.
Q
DPI. eecTmTr
Pa
RISK-BOTTON
FOR 04MO
_--�
U9B PORT
NOT S:
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL F-ROV15IONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI ® ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 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 120141
ALL RECEPTACLES TO BE TAMPER-
RE515TANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
NEC CCDE'D2)
HOUSE PLAN: MODEL "ARIA"
LOAD INFORMATION
VA
IBT2 SQ - GENERAL uoH NG x 9 Vw PER SQ PT
5019
2 20 AMP APPLJANCE CMCUTT AT 1500 Vw EA
9000
1 LAUNDRY CIRCUIT
3500
RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
WATER HEATER
4500
— Df9""MR
1200
CLOTHE DRYER
5000
1 D®PoSAL
50o
MICROAAVE
1600
REFRIGERATOR
1200
sUSTOTAL OF GENERAL LOAD
3505e
FIRST IO NVA OF GENERAL LOAD AT 100%
Ioo00
REMNNDER OF GENERAL LOAD AT 40Ji 25055 VA x
II2E
TOTAL, NET GENERAL LOAD
21229
3.5 TON HEAT PUMP (w/ 5Nw RME MCY HEAT OMP)
2l AYP x 240 Vw�
— TON COO—IG SYSTEM 40 AMP x 240 Vw
• 5000
NET GENERAL LOAD
NET TOTAL HVAC
21-1
s000
TOTAL LOAD
30523
CALCULATED LOAD FOR SERVICE
90823 -/24O - 129
150 AMP SERVICE
•wOIST CASE SCENARW - MGNES'I NVAC LOAD
U9® FOR CALCULATION -
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA
3000 VA a 100%, REMAINDER a 35%
NET LOAD: 6,S4'b VA
RANGE: 12000 a 10% 5,400 VA
DRYER: 5000 a 10% 3500 VA
TOTAL 18,134E VA
NEUTRAL AAPACITY: 18,489 / 240 = 18 A
A2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 Al CU, I % CU CND 2" CONDUIT OR PROVIDE
3 P2/0 AL, I P4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
150 AMP ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
LO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. IS�GBP
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 M COPPER (CW IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
F210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE I CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
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" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C R I T E C T s
5
min
Grou InD.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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BLK 1
PROJECT*
04128.000-09001
HODELT
4EAB
1672- ARIA"
GARAGE EiTIMO:
LEFT
PAGE:
ELECTRICAL
PLAN
50 MPH EXP. B
P TM D10/21/16
SCALE: 1 /4"=1' — O"
Eri3EET
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. 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 161 CLASS I AIR DUCT A5 PER NFPA 90A 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 51MILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
6. ALL EXHAUSTED BATH ROOM5, 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 MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF NO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE= SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
1
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
4
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(`)
THERMOSTAT
ED
PASS-THRU AIR GRILL
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING
�_
���
EXTERIOR WALL
PLENUM
y-�
AIR RETURN
1
SUCTION AND LIQUID
AIR SUPPLY
I�
y
REFRIGERANT LINES
--�
�
II
�—
I
y I
AIR HANDLER
Ij
EXTERIOR WALL
SECURE STRAP TO CONC.
CONDENSER
PVC CONDENSATE DRAIN LINE
W/ (2)-3/16'X2' TAPCONS
UNIT
SIMPSON WB ROLL STRAP
EVAP.TRAY
yPVC
SLEEVE TO LINES BELOW SLABOR
EQUAL
REFRIGERANT LINES TO
PLATFORM
RETURNCONDENSING
L3/4'
UNIT5ECURE
DRAIN LINE AND TERMINATE
STRAP TO UNIT W/ (2)TRAP
4' CONCRETE SLAB •8XI I/d' SHT. MTL. SCREWS
IN AN APROVED DRAIN, AS PER
FE,CR 5TH EDITION
�
MECHANICAL BLDG.. CODE
ME
ME
CONDENSER UNIT
SECTION 3012.1.1
HVAC
DRAINS
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD s 12' FROM STRUCTURE
SCORIATED NICKEL
BRONZE FL. PL.
BRASS PLUG
INSIDE I —
CAULK J
y II, i
II; ,
�FIN. FLOOR
OR WALL
I
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 5240-K JOSAM 56000
SERIES NICKEL BRA55 TOP
P.V.0 OPTI/SPEC
IV. SEE_
aiTE AN
OFLOOR SLAB CLEAN —OUT (TYPNT)
COUNTERSUNK
C.O. PLUG
I _6.
--�� SEE SPEC.
--------i i----------
L._'._.JAI'-8'X8
CONC.
FIN. GRADE
OR PAVING
--
FITTING OR
I
EXTENSION TO SOIL
I
OR WASTE AS
r--
- REQUIRED
I
II
I
it
—
INV. SEE
15I------�"--ATE PLAN
NEXT. GROUND
CLEAN —OUT (TYPN
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C H I T E C T S
6
NsiOn
Grou .2
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroup.com
AA 8: 0003325
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PROJECT#
04128.000-09001
MODEL:
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"1672-ARIA"
GARAGE BVrDCG:
LEFT
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MECHANICAL
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ALL EXTERIOR FOOTERS
AT FINISH SCAB'S
TO BE MIN. 12" BELOW
'UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C H I T E C T$ 1
Design
Grouse nc.
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA M. 0003325
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04128.000-09001
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4EAB
111672-ARIA"
GARAGE BIW MG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
ARCHRECT
STATE OF FLORIDA
DPA�TW 10/21/16
OCALM 1/4"=1'-0"
8 D1
a C P Y I T C C T•
///---SECURE 2x6 MIN. TO BLK W/ (2));'
/ ANCHOR BOLT W/ 2' WASHER SET
/ IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
-_.
_T.._
SECURE 2x4 ON
-
i
FLAT TO BLK
W/ CUT NAILS.
-
O SIDES:
r-'I -7-�'
2X6 GARAGE DOOR BUCK W/ (3)
K'X8' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'Xis WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
-
1-2X6 PT BLOCK s CENTER OF---T�
DOOR HEADER W/(U }f'XB' J-BOLTS
4' EMBEDMENT W/ 2'X2'X16' WASHER
AND NUT
_
L
Ej
V HRHVI; UVVR
3 BUCK ATTACHMENT
SCALE: IR'.I'-0'
2X4X4' SECURE TO TRU59 W/ 3-12d
6'-8' O.G. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-16
7 2'-0" EXTENSION ® OPT SERVICE DR.
SCALE: IR''I'-0'
2X4 SECURED TO
GABLE END
W/(2112d-EA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(21I2d
b'-8' O.C.
2x4 BLOCKING
EA. RAFTER
L-30 EA.
RAFTER
V
ER
.
2x4
FRAMING
(TYP)
FRAMED OVERHANG
4 N.T.S.
r_o_'�NOT USED
rj1 STICK BUILT WALL DETAIL
1 N.TS.
SIMON
III.
- -
WAN,
IrEi
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY IW
FRAMING PLAN
— DOUBLE TOP PLATE
— CRIPPLE STUDS • 16' O.C.
MAX
— SIMPSCN LSTA-12 • EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
I� JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME,
USE 12d NAILS, TWO WITHIN 6-
FROM EACH END ( NO MORE
THAN 12' O.C. STAGGERED
SP4 OR H5 • TOP AND
BOTTOM PLATES s EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
T BREAK 1'-4' MIN. FROM IND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
cJ OPENING WD FRAMED W FLOOR TRUSS
51-ALE:
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE T/16' O.S.B. OR 1/2' CDX PLY WITH'e RING SHANK GUN NAILS AT 4' OC. AT
SUPPORTED PANEL EDGES AND -8 RING SHANK GUN NAILS AT 6' OC, AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF 5HEATHING TO GABLE END FRAME
USE '8 CNN NAILS • 4' O.C.
EXTERIOR SHEATHING
USE 1/16' O.S.B. OR 1/2' PLY WITH'8 RING SHANK GUN NAILS AT 6' OC AT
PANEL SIDES AND'S RING SHANK GUN NAILS 4' OC. TOP 4 BOTTOM
PANEL AND 'e RING SHANK CNN NAILS AT 6' OC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK Gf•1 NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
�.
NAIL REQUIREMENTS
N
81ZE
HEAD
LENGTH
DIA.
TENSILE S
TOP CORD BLOCKING AT 4'
Sd
ROUND" DIFIE
OR T
2 3/8'
.113
1T0R100
O.C. MAX. IN FIRST 2 FRAMING
{
�5
SPACES AT EACH END.
Y
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE. NAIL 4 TOOL ASSOCIATION
RAFTER OR TRUSS
I. 0.113 RJCN NOMINAL SHANK DIAMETER
ROOF SHEATHING
TOF 0 R SHANKT
— E
3. 16 TO 20 RINGS PER INCH
4. 02e0 )NCR FULL ROUND HEAD DIAMETER
-.
z
5. 2 INCH NAIL LENGTH
T Zr�
mil
ROOF SHEATHING LAYOUT
ENDWALL BRACING
eul�ENNT".__-__
LONGAND
FOR GABLE END FRAMING
BPS s EA. STUD TOP I
BOTTOM
PRE-ENG TRUSSES W/TRUSS
CONNECTOR UP TO -1000
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 - EA. JACK
2xb 5TUD5 s 16' O.C. MAX W/
BREATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS a EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN IY O.C. STAGGERED
WNDOW SILL W/CRIPPLES
16, O.C.
I' DIA ANCHOR BOLT
AT I6' O.G. MAX WITH l'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 • EA.
JACK SECURED W/(3) Y' X 1
3/4' TAPCONS TO CMU
W/MIK 2' COVER 4 2' APART
2X8 P.T. BOTTOM PLATE
4WINDOW OPENING
® 2-STORY WALL
�s,+oNx c w -ILI . a• oc.
oP mr=on_egvEs —�
J
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR A UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT RECUIRED EXCEPT a OPENINGS
r
i—
PRE-ENGINEERED
TRUSS
OSB.�
2X4
2X4
PLATE BTM
PLA
PLA
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
T/16' OSB.
1/2' A.B. W/ MIN.
T' EMBEDMENT
LOCATE b'-e' FROM ENDS
AND 32' O =. MAX.
TEXTURED FINISH
MTS-12
META-16
32' O.C. MAX.
8' CM WALL
FIRE -ENGINEERED
Miss
KNEE WALL DETAIL
2 TO BLOCK
51-ALE: 1/2' • 1'-O'
LIRE 2. TO BLOCK
.) & TAPCONB OR
/E PIN
SHANK SII.E J45)
EMBED. I �') 1��
N 8' OF EACH
AND W OZ. MAX CMG.
TSB. SHEATHING ORS �
:�X PLYWOOD
BLOCKS —
WALL
���ARCH WINDOW FRAME A SECTION
v / SCALE: Irl'.1'-0•
J, RING SHANK GUN NAILS
• 6' O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
'8 2'-- SCREWS • b'-8'
OC. MAX 4 EDGES ( 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TKs SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DBL. 2X TOP PLATE
T/16' OSB,
2X BLOCKING
TOP OF
T/I6' OSB.'
2X STUDS 16' O.C. MAX.-
2X B. PL
ATE
3/4' FLOOR DECKING
FIRE - ENGINEERED
FLOOR TRUSS'
2X4 • TOP
BOTTOM CONT.
BLK WALL I /
Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO OSB.
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16, FROM SHEET BELOW
O5 INSTALL ALL SHEETS WRACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE, IR'.I'-0'
Design
Grout -nc.
UN i
N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abdeslgngroep.com
AA#: 0003326
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8mwrv. a LOT:
SILVERADO
LOT 9
BLK 1
PROJECW
04128.000-09001
MODEL
4EAB
"1672-ARIA"
GAP-h03C SIVING:
LEFT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLOWDA
TM I 10/21/16
SCALE: 1 /4"= V - 0"
SHEET
D 2
FIBERGLASS SHINGLES
OVER'30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON 116' O.S.B.
SHEATHING OR J' CDX
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
% THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
Wo 0•
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR %' HIGI
ITRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-VALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1)'5 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
8' CMU
112' GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4' = I'-0'
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIF15ER BLDG PAF
GALV'D MTL. LATH
1/0' TEXTURED
FINISH m WOOD
YS' TO %' MID WALL
WEEP SCREED
ZQ
E J
-8' CMU
-5/8' TEXTURED
FINISH ai MASONRY
WEEP SCREED
DETAIL C) WOOD TO
2u1JUUis UU1N1N
SCALE: 1 1/2'=1'-O'
a' CMU
Y1' DRYWALL
FIBERGLASS SHINGLES OVER
*30 FELT PAPER INSTALLED
PER FBCR RS052.1 ON I6'
O.S.B. SHEATHING OR 2' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
CONDITION.)
I, O.S.B. SHEATHING OR I'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/8' 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)
WEEP SCREED
(SEE DETAIL 2)
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRAC
IS PRESENT
f PRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
m° W/ (2) 12d's m EACH TRUSS
TYP, TO BE INSTALLED 9 MID.
POINT OF TRUSS SPAN, OR
10'-0' O.C. MAX.
SECURE GABLE TO 2x6 P.T. J
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ J'x9' ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
..
HIGH STRENGTH EPDXY 1'
EMBED. MIN. 632' OC MAX
% THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED IW
DIRECTLY TO MASONRY ?a
F �
-
m�
I'X4' OR I'X2' P.T. NAILER
P.T. OR E'X4' SECURE
❑
Tk
TN31 FRAME 1 EXTEND 1.'
INTO BLOCK W/ V TAPCONS
OR DRIVE PIN
(MIN SHANK BIZE 145
MN HEAD 512E 3000
MIN EMBEDMENT I-W
WITH 8' OF EACH END 1 B'
O.G. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
('",,-WINDOW TO BLOCK +3/4 OR +5/4
SCALE: 1'-1'-0'
2X4:
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MIN SHANK 912E J45
MN. HEAD SIZE 300
MIN EMBEDMENT I&')
WITHIN 8' CF EACH END 1
B' OC. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/A-V
TAPCONS OR DRIVE PIN
IN.SHA
(MIN SHANK 812E 145
❑
MIN. HEAD SIZE 300
MN. EMBEDMENT I Y.')
WTHN S' CF EACH END 4
B' OC. MAX SPACIWs.
GFAI
8'
2XS. ®
DRYWALL
SECURE TO BLOCK W/A-%
TAPCONS OR DRIVE PN
I'X4' OR 00' P.T. NAILER
(MN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y.)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 1
IS' O.C. MAX $PACNG.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +1-1/2"
OBWINDOW TO BLOCK +1-1/2"
SCALE:
1—STORY GABLE
� A BLOCK WALL
11i SCALE: 3/4'=1'-O'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK I
(1) "5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) "5 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
OVER'30 FELT PAPER
TRUSSES WHERE 'X' BRACING
INSTALLED PER FBCR
IS PRESENT
R9052.1 ON �,,' O.S.B.
SHEATHING OR I' CDX
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
P.T. Ix2 W/ MTL. DRIP EDGE:]
12d's e EACH TRUSS
2x4 OR 2x6 SUB -BAND
TO BE INSTALLED a MID. POINT OF
PER ELEVATIONS TYPm..
TRUSS SPAN, OR 10'-0' O.C. MAX.
VENTED ALUM. SOFFIT O
SEE ENERGY CODE FORMS
STIFFBACK AT ALL
FOR INSULATION R-VALUES
UPRIGHTS OVER 4'-10''
GYPSUM BOARD OR
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
FOR SIZE 4 CONDITION.)
BOARD
a O.S.B. SHEATHING OR g'
2x4 NAILER
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
2x4 6 24' O.C. 6 INTERIOR
ON SHEET 05
KNEE WALL
1/8' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
PORTLAND CEMENT PLASTER
(1) •5 REBAR CONTINUOUS
OVER EXPANDED GALv'D I�
METAL LATH ON FORTIF15ER
PRECAST LINTEL
JUMBOTEX GRADE 'D' 11
WINDOW ATTACHMENT AS
PAPER OVER TYVEK
PER MANUFACTURES
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
WEEP SCREED
05 REBAR VERTICALLY
(SEE DETAIL 2)
W/W1 GONG. POURED CELL
SECURE GABLE TO 2x6 P.7.
Ix2 P.T. FURRING STRIPS
PLATE W/ 12d's 8' O.C. MAX
6 16' O.C.
SECURE 2x6 PT. PLATE TO
BLK W/ �'xY ANCHOR BOLT T8'
CMU
W/ 2' WASHER SET IN SIMPSON
1/2' GYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
EMBED. MIN. 0 32' OC MAX. .
5/a THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY w
7: U
mn
1—STORY GABLE
W/ VAULT CLG.
Uj__Bp_� BLOCK WALL _
SCALE: 3/4' = I' -O'
NOTE:
PER FBCR'3052.7 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4869 TYPE IV, OR ASTM D 6757
2X4: CM
2X4, CEO
2X4: CECI
SECURE TO BLOCK W/ N.'
SECURE TO BLOCK W/ V.
SECURE TO BLOCK WHI'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE 345
(MIN. SHANK SIZE J45
MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.'1
MIN EMBEDMENT I V)
MIN EMBEDMENT I Y,')
WITHIN 8' OF EACH END 1
WITHIN 8' OF EACH END 1
WITHIN S' OF EACH END /
C
IS' OC. MAX SPANG.
B' OC. MAX SPACING.
IS'' OC- MAX 9PACIN
2X6: ®
SECURE TO BLOCK W/2-11('
TAPCGNS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
ON
BE ON OUTSIDE /SECURED
2X6, ®
SECURE TO BLOCK W/1-'('
TAPCONS OR DRIVE PIN
❑
NOTE: STRUCTURAL 2X MUST
2X6: ®
SECURE TO BLOCK IUA-1/4'
TAFCONS OR DRIVE PIN
❑
(MIN SHANK SIZE 145
NON-STRUCTURAL
MIN SHANK SIZE 14S
BE ON OUTSIDE 4 SECURED
(MIN. SHANG SIZE J45
MIN. HEAD SIZE 300
%' TAPCON MIN 1-12'
MIN HEAD SIZE 300
THROUGH NON-9TIf11CTURAL
MIN HEAD SIZE 'N
MIN. EMBEDMENT I XV)
EMBEDMENT INTO BLOCK
MIN EMBEDMENT I Ys')
%' TAPCON MIN. 1-V
MIN EMBEDMENT I Y')
WITHIN 8' OF EACH END 1
cm
WITHIN S' OP EACH END 1
EMBEDMENT INTO BLOCK.
WITHIN 9' OF EACH END 1
Is, OL. MAX OPACMG.
JS' DRYWALL
IS- OC. MAX SPACIWC
8, cm
IS' OC. MAX SPACING.
2XS, C23M
I-X4- OR PX2- P.T. NAILER
2X8: CM0
Y' DRYWALL
2XS: CEM
SECURE TO BLOCK W/U-j('
TAPGONS OR DRIVE PIN
3W OBE. X 4' MN.
e�Eq)� TO BLOCK W/2-
TAPOONS OR DRIVE PIN
I'X4' OR 1'X2' P.T. NAILER
SECURE TO BLOCK W/1-1/4'
TAPGCNS OR DRIVE PIN
(MIN. SHANK 612E J45
DOOR CASING
(MIN. SHANK SIZE J45
DOOR CASING
MIN. SHANK SIZE 145
MIN. HEAD SIZE 300
DOOR JAMB OR WRIDOU
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN HEAD SIZE 300
N8' OAF
ATTACH 2E PER
EMBEDMENT,
VEND
ATTACH TO 2X PER
EMBEDMENT
WITHIN EEACH E,ND 1
B' OL. MAX SPACING.
TU
MANUFACTURES DETAILS.
WITN. HIN N OF EACH 1
B' OC. MAX SPACNG.
MANUFACTURES DETAILS.
WITHIN OF EACH END 1
IS, OL. MAX SPACING.
NOTE: BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB
TO BLOCK +1-15/16"
C WINDOW TO BLOCK +1-15 16"
SCALE:
2X4: CM
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MIN SHANK SIZE J45
MIN HEAD SIZE 300
MIN. EMBEDMENT I J1')
WITHIN 8' OF EACH END /
18' D.C. MAX SPACING.
2X6: Cm
9ECURE TO BLOCK W/1-36'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
(MIN. SWANK SIZE .145
THROUGH NON-STRUCTURAL
MIN. HEAD SIZE 300
%' TAPCON MIN. I-Y.'
MN. EMBEDMENT I V)
EMBEDMENT INTO BLOCK
WTHIN 8. OF EACH END 1
8• Cl'Al
IS'
B' O.C. MAX SPACING
Y' DRYWALL
®
SECURE TO BLOCK W/1•iL'
I'X4' OR I'X2' P.T. NAILER
TAPC045 OR DRYS PIN
I' P.i. X 4' MIN.
(MIN SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1)")
ATTACH TO 2X PER
WITHIN 8' OF EACH END 1
B' OL. MAX SPAC WC
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/4"
D WINDOW TO BLOCK +2 1/
4'
SCALE:
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
1 WINDOW TO BLOCK +T
SCALE: 1'-1'-0'
2X4: CM
SEOJRE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MN HEAD SIZE 300
MN. EMBEDMENT I Y')
WITHIN S' OF EACH END 1
NOTE: STRUCTURAL 2X MUST
B' OC. MAX SPACIW-
BE ON OUTSIDE 1 SECURED
THROUGH NON-STRUCTURAL
2Xb; CEO
%' TAPCON MN. W.'
SECURE TO BLOCK W/D_)6
EMIBEOMENT NTO BLOCK
TAPCONS OR DRVE PIN
SHANK SIZE .145
❑
S cm(MIN.
MIN. HEAD SIZE 300
YI' DRYWALL
MIN. EMBEDMENT I Y')
WITHIN 8' OF EACH END 1
I-X4. OR I-X2- P.T. NAILER
B' OL. MAX SPACNG.
2ND 2X SECURE TO
2X8: ®
STRUCTURAL MEMBER W/(2A26
SECURE TO BLOCK WQ-V
WITHIN 8' OF EACH END 4 6'
O TAPCONS R DRIVE PIN
TO S' D.C. MAX
(MIN SHMK SIZE 145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I Y.')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 1
B' OC. MAX 6PACW-
UF
MANACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y'1
DOOR JAMB TO BLOCK +T
%1 WINDOW TO BLOCK +T
1� SCALE:
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 1 SECURED
THROUGH NON-STRUCTURAL
96' TAPCCN MN. I-).'
EMBEDMENT INTO BLOCK
B' CMIJ
V DRYWALL
I'X4' OR I'XV P.T. NAILER
36, DAIS. x 4' MIN
DOOR CASING
DOOR JAMB OR WNDCW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7 16"
G SCALE: I'.I'•0'
2X4: CEO
SECURE To BLOCK Wb'
TAPCCNS OR DRIVE PIN
(MIN SHANK SIZE 145
MIN HEAD 51ZE 300
MIN EMBEDMENT I Y4')
WITHIN 8' OF EACH END /
18' OC. MAX SPACING.
2X6: CEM
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2x MUST
(MIN. SHANK SIZE J45
BE ON OUTSIDE 1 SECURED
MIN HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN EMBEDMENT I Y.')
V TAPCOI MIN -
WITHIN 8- OF EACH END 4
EMBEDMENT INTO BLOCK
10' OC. MAX SPACING.
a cm
2X8: =
Yi' DRYWALL
SECURE TO BLOCK WA-1/4'
TAPCO46 OR DRIVE PIN
I'X4' OR I'x2' P.T. NAILER
(MIN. SWANK SIZE J45
I' P.T. X 4' MN.
MN HEAD SIZE 3"
DOOR CASING
MIN EMBEDMENT I Y')
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
IB' OC. MAX SPACING,
ATTACH TO 2X PER
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +3 3/4'
II WINDOW TO BLOCK +3 3 4"
SCALE:
A R C H I T E C T S
Grou .. .
Design
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bde9igngroup.com
AA A: 0003326
F
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9VSDIV. de LOT:
SILVERADO
LOT 9
BLK 1
PROJffiCT#
04128.000-09001
woa
4EAB
"1672—ARIA"
GAisw030 8TnNG:
LEFT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCWECT:
S/rTATE Or- FLORIDA
RO/D A Al30UCHACRA
AR NO 93723
DF'luamT -I
w10/21/16
8CAUM 1/4"=1'-0"
B*fm=
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R-J052.1 ON I,' O.S.B.
SHEATHING OR I' 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
DOUBLE TOP PLATE
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.
1/0' 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. o 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
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
(-, FLOOR FRAME
SCALE: 3/4' = l' -O'
2x STUDS 9 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4' T e G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
SIMPSON HETA-16 EMBED.
STRAP s 32' O.G. MAX VERIFY
W/TRUSS PLAN
J' GYPSUM BOARD OR 2'
HIGH STRENGTH CLG. BOARD
EE ENERGY CODE FORMS
OR INSULATION R-VALUES
GYPSUM BOARD OR
IGH STRENGTH CLG.
SOARD
W15T STRAP VERIFY W/
RUBS PLAN
IINDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICATIONS
UNDOW SILL
?x STUDS S 16' O.G. MAX W/
NSUL., SEE ENERGY CODE
:ORMIS FOR INSULATION
R- VALUES
' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
:ASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(U "5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(U S REBAR VERTICALLY
W/ CONC, POURED CELL
Ix2 P.T. FURRING STRIPS
a I%' O.C.
a' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON I,' O.S.B,
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFF -BACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x(o' THRU-BOLTS is 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 s 24'
O.G. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
ib O.S.B. SHEATHING OR J' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/V 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
L INE
2x4 CONT. 9 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
5/9 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
SGALE: 3/4'=I'-O'
fy O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/0' 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)
2x4 CONT. a 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
THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
NDICULAR PRE—ENG FLOOR TRUSS
(�TERPE�
SCALE: 3/4'=1'-O'
2x STUDS 9 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) *5 REBAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's A EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
j' GYPSUM BOARD OR 2'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS a 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T a G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
6 16' O.C.
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
R505.2.1 ON ib' O.S.B.
SHEATHING OR 2' CDX
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
1,0000 UPLIFT
CONNECTOR
2x8 SYP "2
DBL TOP
PLATE
WALL
SHEATHING
2xa SYP "2 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
"5 REBAR m 16
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
0-
_z
y:
Q7
°o
a' CMU F-
1/2' GYP. WL. BD. WALL
WOOD BASE SECTION —�
WOOD --
FRAME TO
1B LOCK WALL �°
3/4' T a G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
FASTEN 2X4 RIBBON (P.T. s
CMU) W/ (3) 12d NAILS 9 EACH
TRUSS
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
GONG. FILLED LINTEL BLK W/ J �"
(1) 05 REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
2A SGALE: =I'
NOTE,
PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 4669 TYPE IV, OR ASTM D 6151
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 9 EA.
2Xa STUD
' DRY WALL
" DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
6 EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
9 16' O.C.
8' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 40' LONG
W/6' HOOK 9 24' O.G.,
MIN, 24' IN SLAB
2'-0` (NiN.
�4' CONC., REINF. W/ 6'x6'
_
WlAXWI.40 WU1M ON 6-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
6 6
BORA-CARE
(3) 05 REBAR ON CHAIRS
J�
AItCN IT E C T 8
6
Design
Grou �nc.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-774-4078
www.abdeslgngroup.c
AA #: 0003325 J
w
a
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0
a
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0
c
m
8LI113DIV. & LOT
11
SILVERADO
LOT 9
BLK 1
PROJECT/►
04128.000-09001
MODEL:
4EAB
"1672—ARIA"
GARAGE sNDdG:
LEFT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHRECT:
STATE OF FLORIDA
N
D � 10/21/16
sCALE: 1 /4"=1' - 0"
SHEET
D4
a e e u E r e e r g
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3Ab TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END MID B'
OL. MAX MIN 1-1/4' EMBEDMENT w
l6
2 �b (MIN 1 X 3) 2-3/TAPCON �x
OR RIVE PIN (MIN SHANK SIZE.145 w_.
-
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND B'
OL. MAX MIN 1-I/4' EMBEDMENT
2 X 8 (HM 2 X 3) 1-3/16 TAPGCN
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SEGO TO SHEATHING W/
S.FROM EACH END ARID B'
MIN. 2-12d PER BLK EA END
O.C. MAX. MIN 1-114' EMBEDMENT
"IA6- OSB SHEATHNW.
CMJ WALL
DBL. TOP PLATE
2X4 I6' OL. MAX
SECURE 2X4 TO
WOOD W/2-12d a b'-0'
OL. STAGGERED
SECURE 2X4 W/ 2-%'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
J45 MIN. HEAD 61ZE
300 MIN.
EMBEDMENT I Y' W/IN
8' EA END NOT TO
EXCEED 10' OC.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN 2.12d PER BLK
EA. Elm
ARCHWAY DETAIL
ri116" AND UNDER
SCALE: I!['.I'_0•
3 EXTERIOR ARCHWAY
SCALE: I2' • I'-0---
lO. Tg 0.6.6. OR I/2' PLYWOOD SHEATHING
7O. W SLOG. FELT
O3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
4O. MUST ADD DISlO, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
® FIBERGLASS SHINGLES
III 7-7pFM-rZr5 TRUSS
12' CLG. BOARD 4 TEXT.
aIMPSON SP4 2X4 DBL TOP PLATE
EVERY 12' DRYWALL
OTHER STUD 2X4 WOOD STUDS a16' OL.,
UNO, ON TRUSS PLAN
2X4 CONT, STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4 s
32, oz. MAX
12'X5' A.S. 32O.C.
1'EM15EDMENT
CONK. SLAB
2 S'e CONT.
1—STORY
INT. BEARING WALL
6 SCALE: 12'.I'
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
SIMPSON
SP4 a
EVERY
OTHER
STUD
DBL. TOP PLATE
2X4 16- OL, MAX
SECURE 2X4 W/ 2-4w
TAFCONS OR DRIVE PIN
IMIN. 614AM SIZE .145 MM.
DEAD SIZE 'N MIN.
EMBEDMENT I Ys' W/N e'
EA END NOT t0 EXCEED
18' OL. MAX
2X4 50LIC
BLOCKING SECURE
TO SHEATHING WITI•
MIN. 2-12d PER BLK
EA. END
EXTERIOR ARCHWAY
WITH WINDOW
�- SCALE: 1/2'.I'-0'
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END MID IS-
OL. MAX. MIN 1- 1/4' EMBEDMENT
2 X b (MIN 2 X 3) 2-3A6 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS-
O'. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
1/16' OSB SHEATHING
MIN EMBEDMENT 1 I/4')
2X4 16- OL. MAX
S.FROM EACH END AND I8'
(WHEN OVER 16' IN HEIGHT.)
OL. MAX MIN 1.1/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECIIRE TO SHEATHING W/
MIN. 2-12d PER BLK EA END
ARCHWAY DETAIL
4 16 AND UP
SCALE: I/2'.I'_0•
5 CLOSED VALLEY FLASHING DETAIL
N.T.S.
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS a 16' O.C. MAX,
UON.
9' T 4 G W13FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
191 FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON META-36 • 32'
O.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP ELATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS s 16' O.C. MAX,
UON.
12' GYP. WL. BD.
SECURE BT. PLATE TO SLAB
W/ JJ'x5' ANCHOR BOLT W/ 2'
WASHER SET IN 61MPSON
HIGH STRENGTH EPDXY T'
EMBED. MIN.
SIMPSON SP4 a 92' OL. MAX
7 INT. 2—STORY L.B.W.
SCALE: 12'.I'-0'
PRE-ENG TRUSSES OR
CONV. FRAMED RAFTERS
OBJS. SHEATHING OR I'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2x4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3) 12d'= EACH END
2. DOUBLE TOP PLATE
STUDS s 16' or.
MTS-12 a EVER STUD
2X4 BT, PLATE
DORMER
8 ATTACHMENT
SCALE: 12'•I'-0'
DEL. TOP PLATE
SECURE 2 X RIP TO FIT
W2-12dS 6'-8' OZ. MAX.
1/0' TEXTURED FINISH
1/16- 098 SHEATHING
2 X 4 I6' OL. MAX
(WHEN OVER 16' IN HIEGHT.)
2 X 4 (WHEN OVER I6- IN HIEGHTJ
1/4' TEMPERED MA50MITE
GLUE A NAIL W13d'S 8'-12' OL,
IF NEEDED.
2 X SOLID BLK'G a ARCH
SECURE W/2-126 EACH END
ATTACHMENT PER
MAN FACTURER'9 SPEC'S.
MTL WOW FRAME
MOTE: NO GAP a WOW FR41E
TO EXCEED V4'
�1 ARCHWAY DETAIL
CUTAWAY
1-1 SCALE: I2'.I'-0'
2 X 4 (MIN 2 X 3) 1-5/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MN EMBEDMENT 1 1/4')
e' FROM EACH END AND 10'
EXISTING BLK ABV.
CC. MAX MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3A6 TAPCON
1/6' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MM HEAD SIZE 300
1A6' OSB SHEATHING
MIN EMBEDMENT I I/4')
8' FROM EACH END AND 18'
2 X 4 W' (WHEN OVER ER 16MAX.
' IN HEIGHT)
OL. MAX MN I-1/4' EMBEDMENT
2 X 4 (WHEN OVER l6'
2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON
le' IN HEIGHT)
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLID BLK'G a ARCH
SECURE W2-12d EACH END
8' FROM EACH Elm AND 10'
ATTAOPIENT PER
OL. MAX. MIN I-1/4' EMBEDMENT
MANUFACTURER'S " EC'S.
MTL WDW FRAME
114' TEMPERED MASONITE
GLUE 4 NAIL W/ed'0 e' 12' OL
'NORAYS TE: NO GAP • WOW F
TO EXCEED I/4'
F NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: 12'•I'-0'
ASPHALT SHINGLES OVER
B0 FELT ON 1116' 05B.
PRE-ENG GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE t CONNECTION)
2x4 SPF BLOCKING BETUEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
ml
�— CONT. 1,4 SI F RAT RUN
SECURED UV (1111d'e s EACH
TRUSS
(2) 2.4 -2 S.Y.P. DIAGONAL BRACE W/ (3)
12d'a a EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
I'GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE a ANY SPA! 15'-0' OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0'TO 30'-W (1) X-BRACE
30'-1' TO 60'-V (3) X-BRACE (U X-BRACE a CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
9 GABLE X—BRACING
SCALE: 12'=I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN.(4)10d GUN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GIN NAILS
2. RAFTERS
Ixb NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d CAN NAILS a EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION -
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-EN6, TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLKY=
BETWEEN TRUSSES
FIBERGGLA55 SHINGLES OVER
-30 FELT ON 1A6' 09B.
10 CONV. FRAMED ROOF
SCALE: 12'•1%
0'-0' TO 30'-0' (11'X' BRACE
TO 60-0' (3)'X' BRACE
(I 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
(2) 2X4 2 SYP DIAGONAIL BRACE —�
III/ 3-12d a EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WI -ERE 'X' BRACING
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPA STIFFEACK
(SEE SEALD ENG. PACK FOR
SIZE i CONNECTION)
IAb' 0515 SHEATHING USE 8d NAILS AT
4' ...EDGE (6' oo. FIELD
R IMMPS N MSTA-� ®331 OC.
SHEATHING NAILING TO BE
OC. IN FIELD
4' OLmALL EDGES W/8d NAILS
TRUSS 24' oe.
1/2' CLG. BOARD
NAIL CONT. RAT RN TO
TRUSS W/ (2) 12d a EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
C2—STORY GABLE END CROSS BRACING
SCALE: 1/2'•1'-0'
• 1115 UPLIFT
91MPSO`1 HTSM20
W/10 Imd TO TRUSS
MID (4) I/4' z 2 1/4'
TAFCONB TO Cr
POURED LINTEL
• 2350 UPLIFT
(2) SIMP90M HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
-ENG TRUSS
TAP CONS
MIK 2' COVER
2' APART
12 TRUSS ANCHOR RETROFIT
N,TS.
12, z
FINISH a LANDING �----� 1
PLYWOOD FF. _
z
DBL 2X6 -----
I —�
30" MIN. �INiSN 1
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/,
FINISH s LANDINCs PLYWOOD INTO
3/4' PLYWOOD FF. EACH STRIN�sER
3-2x12 SYP STRINGER ' DBL 2XI2
REINFORCED W12X4 SPFOR
W/CONT. BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR 0
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)8 3' SCREWS m 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 GROSS SECTION DIA.
TO BE 1 314' 4-1/4' OR PROVIDE EQUIVALENT
GRASPABIL ITY
WINDERS- MIN. (o WIDE g NARROW END
MIN. 11' WIDTH s 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
LESS THAN 4' TYP,
2XI2 TREAD ETWEEN SPINDLES
CUT TO FIT
IXS RISER
10_� HAND RAIL
Y 1/2' DRYWALL
%1'
XIO TRIM
SINGTYP.
(3) I0d GUT NAILSm 2X4 P.T.SLEEPER INTO SLAB 24If
STAIR SECTION DETAILS
3 S
SCALE: 3/4' =1'-O'
Design
GrouP"inc.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407-774-6078
FAX: 407-7744078
www.a bdesigngroup.lbm
AA M: 0003325
F
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4
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O
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7 UBDIV. dg LOT
SILVERADO
LOT 9
BLK 1
PROJECT#
04128.000-09001
MODELg
4EAB
"1672—ARIA"
GARAGE DWING:
LEFT
PAGE:
MISC.
DETAILS
VI,150 MPH EXP. B
ARCHITECT:
jSTATE OF FLORIDA
k / 1
/ 1
ROLAPD A ACRA
AR NO 723
D10/21
ii
SCALE1/4"=1'-0"
911EETTM
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10456-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17236-112
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-R6
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-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-115
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 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
FL 4103-R8
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
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.FLORIDABUILDIN G.ORG
CONTROL DATE: 05-19-16
I R C H IT E C T 5 1
Design
GrouP-ia
31 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX 407-774-4078
www.abdesigngmup.com
AA #: 0003325
F
0
w
4
U-13
aysDiv. at M-711,11
SILVERADO
LOT 9
BLK 1
PROJWT#
04128.000-09001
MODELa
4EAB
"1672-ARIA"
GARAGE BVfMG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
DR MA10/21/16
8OALM 1/4"=1'—O"
siIEET
D6
REFORMED CONTROL JOINT
cAWW OF CONTROL JOINTS T!j
- WIRED TIED TO LATH R Y
C. MAX (vERrJ.. NOTE, DO
7 FASTEN CONTROL JOINT TO
ALL EVEN IF STUD EXISTS
EYOND EXCEPT STAPLES W/
- LEG MAY BE USED TO TEMP.
'CURE CONTROL JOINT
JRING INSTALLATION ------
18TENERS TO BE SPACED
1' O.C. MAX VERTICALLY
I
PS
3 COAT CEMENT
\ /WRB LAYER 7, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED R1'(VERT.) O.C. MAX
AT SUPPORTS
UAS LAYER 1,
STUCCO WRAP
UIOOD SHEATHING
SAP niry
:7H SHALL NOT
CONTINUOUS 6' !O B•
a• ro e•
ROUGH CONTROL
INTS BUT SHALL
STOPPED AMID
iAT EACH BID E.
DI
PROVIDE 2X4 BLOCKING
ASTM CI063
PLACED FLAT MAX 6' TO 8'
alp
\
/ FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
>7
IASTENERS FOR LATH TO BE NAILS �
STRUCTURAL STUD
APLES IN COMPLIANCE W/ ASTM CI063
WIRE TIES TO BE (NO. 18) 00415' WIRE
BLOCKING SHOWNMAY BE IN ADOITIQ7 \
> WALL STUDS REQUIRED PER PLAN / \,y,
2� N \ —
i
O"M" TYPE CONTROL
JOINT
O1. FOLD INIIAIID . PT. A
®FOLD
OI. FOLD INLLARD
R.A
3. CREASE . PT. D
9MMGLE ROOFING—/
OPoP EDlt� OVET3AP 9_
ENEATN 4- 1@CHANICALLY
PABTeN 4' OL. MAX
OI. FOLD INWARD . PT. A
]. OREAAE . PT.D
FOLD
4E
®
I. BOLD bYNfA . PT. 4
]. OREAEE . PT. D
9. CREASE . Pr.0
LD PT. C OVER PT.
6 TILL
TLL PT. C TOIICNEB
DOTTOM FLANGE
DT-
-;!� rFL
WATER
9EAL.FOLD.922
wl err.
J' THICK, 3 COAT CEMENT
PLASTER
URB LAYER n, FORTIP15ER
BUILDING PAPER
U.RB LAYER 1,
STUCCO WRAP
LAP LAYERS OF WILDING WR4P
OrER NAILRG RANGE. STOP
wFas e� o ADOVE
BN—LEB
tr 1 Z I 'm9 WGLL FLA9NNG
Sao
KICK-pR FLAt%IMG (eEE
DETAIL)
NOTE:
APPROVED BUILDING WRAP
914ALL BE LAPPED A MINIMUM OF
6' R VERTICAL LAPS (ROLL
ENDS) 2 6' R HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I'
ALL SEAMS NEED TO BE TAPED
WITH FORTtBER SHEATHING TAPE
/ I- MIN. LAP . —AL LATH \
—X X X
X X X
T METAL LATH
URB LAYER 1,
STUCCO WRAP
e WRB LAYER F2, FORTIFIBER / I
BUILDING PAPER
lug
n ry L�Tu
APER LAP 7 LA«2LAPR
2 SCALE: II2'•1'
® KICKOUT
DETAIL
a
\ I
" � \ la
NOTE, - A L KICKOIIT
R W O" CF ROOF t
WALLLINT TEFEECTO}KNL I
uwreR TICirt xAL taErm oR
SOLDER DO NOT �
VERTICAL LATH
& PAPER DETAIL
t'ICTF:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 00415-IN. 021-MM)
WIRE AT INTERVALS NOT
MORE THAN S' l22S-MM1.
AS PER ASTM C1063
18.1.
FOR REPAIR OF TEARS
IN IIRB LAYERS, TEARS
MAY BE PATCHED
UPHOUSE WRAP TAPE
PER MANIF. SPEC. OR
PEEL ! STICK
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
URB LAYER 4, FORTIFIBER
BUILDING PAPER
WRB LAYER 1,
STUCCO WRAP
WOOD SHEATHING
WOOD
SWEAT'.
BUILD[
PAPEF
STUCO
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING
WR5 LAYER'!,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WR5 4 TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
O"L" FLASHING
N.T.S.
4'x4' SELF -ADHERING HEMBRAtJE `
FLASHING MATERIAL)
(COMPATIBLE
VER Ul/ HOUSE T f
APPROVED
MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EMEND ONTO PIPE
I' OR LESS PIPE —
PENETRATION Jik.
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
STEP 01
6'x6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE IJlr2AP.
del—TO���TO PI- TO M��TO PI
SELF -ADHERING MEMBRANE ..�
STEP 02 FLASHNG
URB LAYER 1,
—— STUCCO WRAP
URB LAYER -2, FORTIFIBER
.. f'1ETAL LATHAPER
I --6'Z- SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
_
SELF-ADW RING. MEMBRANE
INSTALL FASTENERS !CLIPS,
��
FLASHING OVER APPROVED
STRAPS, STAPLES) AS --
HOUSE WRAP.
REQUIRED TO SECURE
FLASHING TO EMEND ONTO PIPE
PIPE/ WIRE TO FRAMING,
-- 4'x4' SELF -ADHERING MEMBRANE
-J----
-
FLASHING OVER APPROVED
HOUSE WRAP.
i _�-
� FLASHING TO EXTEND ONTO PIPE
� 11a' CONT. BEAD OF SEALANT
----INSTALL APPROVED NOUSEWRAP AIR
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION I PER FSC R703.&Ot
Elomor Iatft? m N.-I-ia3
Exterior uae of poNland —m plaster
,hall campy with uR application
requirements of ASTM C 92611A
I! Installation of exterior lall," anmi d frang
I�shall comply with ASTM C 1U -I IA
FIFE
FENETF;,114TION DETAL
N.T.S.
LEGENID
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER - - - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO =!
WOOD SHEATHING rZ' == ZZ-
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.&.1 / ASTM C-847-12, MIN, 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R c H I T E c T 8
6
Design
Grou .DD.
—R. ITVRXLV RCX —DLYU.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngmp.com
AA p: 0003325
W
y
j
V
W
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0
F
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I
ET.THDIV. Ae LOT
SILVERADO
LOT 9
BLK 1
PROJECT#
04128.000-09001
MODRU
4EAB
"1672-ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARC II ECT
STJ]ATE OF FLOMA
2y `"
m
DP � 10/21/16
DCAXM 1/4"=1'-0"
8lamET
W AI
BACKER ROD
BACKER ROD
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
L. BOTTOM, 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 15 TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Yi CAULKING ® JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application I
requirements of ASTM C 926-11 A.
I
Installation of exterior lathing and framing I
shall comply with ASTM C 106&_ i
WRB LAYER'(,
s7ucco wRAP
HOODED VENT
x�
J' THICK, 3 COAT CEMENT
X,.I
Ii..
PLASTER
METAL LATH
WRB LAYER •2, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
6A DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER w,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
OONSTUCTION
—METAL LATH
8' Cm VINYL CASING BEAD
W RAISED BAND
36' TO %' MID -WALL
WEEP SCREED
&' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
7C 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 �TIlITTT/TlT/�
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-84"1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METED
VERIFY LO
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 9
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
6' SELF ADHESIVE
FLASHING (INSTAL
PER MANUF. SPEC
BUILDING PAPER
UNDER 'QUICK FL<
�A�VENT PENETRATION
SCALE: N.T.S.
HICCH I V ICCL.Ml VC
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
8' THICK, 3 COAT CEMENT
PLASTER
Ye' TO 5/s' MID -WALL
WEEP SCREED
6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER'(,
STUCCO WRAP
WOOD SHEATHING
APPROVED
j
HOUSEWRAP
BELOW
ELEC. METER FIELD
VERIFY LOCATION
CUT SUCH THAMEMBRANE
NO MEMBRANE
ENTERS BOX,
APPLY STUCCO SCRATCH COAT
APPLY TO FA(
AND ONE (1) LAYER OF PAINT
EDGE
PRIOR TO INSTALLING ELEC,
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
('GREAT STUFF" OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVr
SEALANT AT
JOINTS AND
INTER5ECTIC
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD 1/8' TEXTURED
CONSTRUCTION _ ��FINISH • WOOD
-'� FASTEN TO WOOD STRJCTURAL
MEMBER • T' O.C. MAX
81 CMU ;..
lb' TO %* MID -WALL
{}jWEEP SCREED
�J
• 6' WIDE STRIP SELF
----- ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
_- FINISH a MASONRY
�B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER N,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
5TEP #1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5TEP #3
UX\-7
5TEP #2
WRB LAYER •I,
STUCCO WRAP
ADHERINGSELF - MEMBRANE FLASHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
5TEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.v. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TEP 1*5 5TEP #(o
OELECTRICAL RECEPTACLE
A R C H I T E C T 6
6
Design
Grou tnQ
L441 N. RONALD REAGAN BEND.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: G003325
w
y
a
w
0
r;
F
O
E:
EILTBDIV. at
SILVERADO
LOT 9
BLK 1
0TO
�412 0 0-09001
1iODEis
4EAB
"1672-ARIA"
GARAGE 81rING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHfTECT-.
STATE O-- F LONDA
DP TM 10/21/1s
SCALD 1/4"=1'-0"
>9
'� F��j
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WOOD
WRB LAYER -2, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
' HAT CHANNEL
J' THICK, 3 COAT CEMENT
WAlo' TYPE 'X' DRYWALL
PLASTER
6' SAP. • TOP OF WEEP SCREED
-
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WOOD SHEATHING
WEEP SCREED
WRB LAYER -1, /
STUCCO WRAP - -
�' THICK, 3 COAT CEMENT
PLASTER _
'A W SELF- ADHEREING
AM 6- -T CUSTOM A I
T.. FLASHING WRAPPED
i m TOP OF WEEP SCREED
TO SHEATHING BELOW
� y\
-1,
WRB LAYER
STUCCO WRAP
WRB LAYER -2, FORTIFIB
'
BUILDING PAPER
i
\
i
6' SELF-ADHEREING
WRB LAYER •I, 1
FLASHING WRAPPED
STUCCO WRAP
o CORNER OF CANTILEVER
1 4' POSITIVE DRAIN
AMIGO AM66-WFWG-TSm
I Y WEEP SCREED
CUSTOM CASING BEAD
r�-
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR CASING
10A BEAD DTL.® CANT.
SCALE:
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.&.1 / 45TM C-04-1-12, MIN. 2,5 LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
j WOOD CONSTRUCTION
I
WEATHER RESISTIVE
BARRIER fl
3/4 RESILIENT WEATHER RESISTIVE
HAT CHANNEL BARRIER 2
A
THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE7BEAQ
METAL LATH
W/TEXTUREWOOD
SHEATHING
FINISH
THICK, 3(2)
2x12 HEADER
PLASTER
VINYL
4' POSITIVE DRAIN
V_ WEEP SCREED
VINYLNO
GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR DRIP
EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CA5I�BEAD
WOOD CONSTFAICITON
RESISTIVE
�I
RESISTIVE
2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
/ POSITIVE DRAIN
./ WEEP SCREED
NO GAP IN FIELD
FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUBS
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER 21
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
}' THICK, 3 COAT CEME
PLASTER
VINYL CONKER BEAD
V INY
10 CANTILEVER DRIP
EDGE
pres, ma1'01
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
3' X 3' 26 GA. GALv.
FINISH LATER (2 LAYER
METAL DRIP EDGE
PEEL STICK) _ ---
SET IN FULL BED OF
�•`� SEALANT, Y)' MIN.
6' PEEL 4
SPACE FROM DRIP
STICK ® DRIP
FACE TO TREX
EDGE 70 /
•�
DECK
;
Yi GAP FOR BACKER
ROD SEALANT
I VXI % P.T. OR SIMULATED
WOOD (TREx) FILLER,
CONTINUOUS
VINYL CASING BEAD
i%
WATER PROOFING let ��
WEATHER RESISTIVE
LAYER (2 LAYER PEEL
BARRIER •1
STICK) WRAPPED FROM
WEATHER RESISTIVE
BALCONY DECK TO
BARRIER 2
CANTILEVER ...R..o, a...R
,+
6' PEEL 4 STICK • 11
'
DECK MEMBRANE,
DRIP EDGE TO DECK \
EXTEND OVER DRIP
SUB FLOOR
EDGE
®®
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
--------------------- ------_--- -------- '==-
SET IN FULL BED OF
1 ,�'XI 'IA* P.T. OR SIMULATED
i SEALANT, 'MIN.
WOOD (TREX) FILLER,
/ SPACE FROM DRIP
CONTINUOUS
:' FACE TO TREX
Yi GAP FOR BACKE
VINYL CASING BEAD
ROD 4 SEALANT
WATER PROOFING let
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASING BEAD i't
;}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED 4 PAINTED
FINISH -
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
THICK, 3 COAT CEMENT
BARRIER 2
PLASTER
4' POSITIVE DRAIN
VINYL CORNER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(514OWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR BALCONY DRIP
11 A EDGE INSTALLATION
x—x—x—x
WOOD 5HE,4THING [(III
SELF-ADHESIVE FLASHING
2x FRAMING MEMBER
g' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHINGS
I' O.C. MAX.
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHINGS
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDINGS PAPER
� ,� n CORNER BEAD C FRAME
1`Tri
2 1/2"
- CORNER BEAD
(FASTENER 4 SPACING 51 l' O.C.)
CMU
THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
Yi GAP FOR BACKER I
ROD 4 5EALANT Il
9
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL
4 STICK)
\PEEL 4
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
)LUMN SHEATHING
?ATHER RESISTIVE
4RRIER -1
-ATHER RESISTIVE
ARRIER -2
-EEL 4 STICK
I Xa'x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I Y,' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)i' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
BARRIER 7
WEATHER RESISTIVE
1
BARRIER 2
a/
EXTERIOR COLUMN
COLUMN SHEATHING
I )4-XI 6' P.T. OR SIMULATED
WOOD (TREX) FILLER,
CONTINUOUS
Y.,GAP FOR SEALANT
OPT BACKER ROD
6SAP
I Xi x3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
t
I Y4' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,K' MIN.
SPACE FROM DRIP
WATER PROOFING let
MODIFIED 90
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
THICK, 3 COAT CEMENT
PLASTER
5/6, TYPE 'W DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
• GAP IN FIELD
VINYL COWER BEAD
(5HOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1—HOUR
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
(W/"T"
VT ACUTTKT(-_I
WRB LAYER -2, FORTIF15ER
BUILDING PAPER\
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
w'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER •I,
I STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDINGS PAPER
: ' METAL LATH
6I-
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB LAYER "2, FORTIFIBER
BUILDING PAPER(
METAL LATH
•\ I
J' THICK, 3 COAT CET
PLASTER . ,
(o'5ELF-ADHERINGs
FLASHING
DRIP CAP
WINDOW FLANGE
15B CASING BEAD 0) WINDOW
( FRAME, NO BAND.
A R C H I T E C T S
Des
Grou n
Inc.
L LONG WOOD, FL 32750 �• V
PH: 407-774,6078
FAX 407-7744078
www,bd4:signgroup.com
AA #: 0003325
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04128.000-09001
MODE &
4EAB
"1672—ARIA"
GARAGE SVITTG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EV. B
r ARCHITECT-.
STATE OF FLORIDA
J � WV� 10/21/ls
aCAIa: 1 /4"=1' - 0"
aI3EET
A3
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER —
METAL LATH --------- \,
J' THICK, 3 COAT CEMENT
PLASTER
&'SELF -ADHERING —
FLASHING
vINYAL ANGLED ip
CASING BEAD r
DRIP CAP —
WINDOW FLANGE
WRB LAY
STUCCO t
VINYAL
WRB LAY
BUILD\
METAL L,
9' THICK,
PLASTER
6'SELF-
FL ASH IN
DRIP C
WINDOW ,..�
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDINGS PAPER
t ;
METAL LATH
J" THICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
PLASTER
CLARITY)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 112, FORTIFIBER
BUILDING PAPER
g° THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING: BEAD
Ya' GAF TYP
J' THICK, 3 COAT CEMENT
CASING BEAD
PLASTER
TO TRIM ----
METAL LATH
IX TRIM MEMBER
e STUCCO TO
SIDING TRANSITION ----WRB
LAYER 12, FORTIFIBER
BUILDING PAPER
SIDING -------
WOOD SHEATHING
WOOD SHEATHING
-- Wero LA T ter -I, WRB LAYER 11,
STUCCO WRAP STUCCO WRAP
CASING BEAD
ro' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRICTION
BEYOND
WOOD SHEATHING
(LEATHER RESISTIVE
BARRIER .1
WEATHER RESISTIVE
BARRIER -2
' X 1 Y.' LAP SIr
W/6' REVEAL
/
/
/
6' SELF -ADHERING
FLASHING
6' SELF -ADHERING
/
d
FLASHING
L
\
,
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
STARTER STRIP
\
\
BARRIER -2
DO NOT CAULK OR
I
I
\ \
o/ 6' SELF -ADHERING
SEAL OPENING
I
_
/ FLASHING
GALV'D METAL
GALV'D METAL
W FLASHMG
'Z' FLASHING
_
DO NOT CAULK OR
I Y.' X 6' SIMULATED
-
SEAL OPENING
WOOD TRIM MEMBER
STUCCO CASING
BEAD
/ -- I V X 6' SIMULATED
WEOD TRIM MEMBER
SEAL GAP Wl —K—
`� / OR APPROVED SEALANT
aTUccO CASING
BE9Q
SIDING TO STUCCO
C BLOCK TO FRAME
��� TRANSITION
1 J
NOTE:
METAL LATH: LATH TO BE PER FBC
R7103.o.1 / ASTI"I C-841-12, MIN. 2.5 LBS.
PER 5a YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
".
IURB LAYER #I,
WOOD CONSTRICTION
BEYOND
STUCCO WR,4P
WOOD SHEATHING—
WEATHER RESISTIVE -
BARRIER 1
I'. !
WEATHER RESISTIVE-
- e
BARRIER -2
"'
WfRB LAYER *2, FORTIFIBER
{6 SIDING
i
R'XEVyET'LAP
W/AL
BUILDING PAPER
� SELF-ADHERNG-
METAL LATH
STARTER STRIP
_ __
`j !
THICK, 3 COAT CEMENT
NOT CAULK OR—
DO DONOCAUL
(EXPLODED
6
VIEW FOR
PLASTER
GALV'D METAL
•Z•FLASHING
CLARITY)
WOOD TRIM MEATED-
MBER
CASING BEAD C> RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2'=1'-0"
6' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
- -- - -- --- - - - -- - ------------------
g' THICK, 3 COAT CEMENT
SEALANT PLASTER
-- METAL LATH
i
j I
i
1 a
a
i / 1
I WINDOW FRAME �(
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
I E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
I
2X FRAMING —
MEMBER
---------------
------------------------
SEALANT
7
i
I
WINDOW FRAME
FLASHING
I I
WEATHER RESISTIVE
BARRIER'I TO LAP
66' MIN_ TOP
\
'Z'
OF FLASHING
d
.a
WEATHER RESISTIVE
BARRIER M
HEATHER RESISTIVE
\
/ BARBER -2
\
\
GALVD METAL
I
I
/
'Z' FLASHING
DO NOT CAULK OR
SEAL OPENING
HEATHER RESISTIVE
BARRIER -1 TO LAP
V MIN. ABOVE TOP
`
OF 'Z' FLASHING
_
\ I V X 6' SIMULATED
WOOD TRIM MEMBER
WEATHER RESISTIVE
BARRIER 1
E-Z BEAD VINYL CASING
(WR6' FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
® FRAME TO FRAME BARRIER
TRANSITION
1J
—WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
-- 6' SELF ADHESIVE FLASHING
--WOOD SHEATHING
i
DETAIL BELOW EXPLODED
FOR CLARITY
_____________i ___-___-_-_ ---- _ -'
Y4" GAP TYP' THICK, 3 COAT CEMENT
/CASING BEAD PLASTER
TO WINDOW l�METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER 'I,
STUCCO WRAP
6" WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE /
— E-Z BEAD VINYL CASING
2X FRAMING - / (W/3/a' FLEXIBLE PVC BACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
BUILDING
FLANGE 4 BUILDING WRAP
-
WRAP
--------------------------------------------------------------------------------------------------
EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 1*2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHINGS PITtIITIIIIII�
SELF-ADHESIVE FLASHING — — — —
A It C N I T E C T 8
Design Ine.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA N: 0003325
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SILVERADO
LOT 9
BLK 1
PROJMT/1
04128.000-09001
U0DMU
4EAB
"1672—ARIA"
OAPt"M OWWO:
LEFT
PALM:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHMECT
STATE OF FLORIDA
CT
R A ABOUCHACRA
AR NO 93723
D � 10/21/16
SCAM 1/4"=l'-0"
8i3LET
WA4
A R C H I T E C T S
CUT HOUSEWR,
AT 45' ANGLE
MODIFIED '1' CUT
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
IINSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL.
JAMBS
EXTEND FL
I' BELOW 6
FLEXIBLE
'DO NOT SE
FIN
TEMPORARILY
FOLD -UP A SEC
HOUSEWRAP l0
TUCK FLAP UNC
at HEAD
FOLD HCUSEW
IN AT JAMBS 1
SLOPE SILL R
NSTALL 6'
iELF-ADHERING
:LASHING OVER
VINYL HEAD
°LASHING (WITH END
CAMS) NAILING
-LANCE
EXTEND
SELF -ADHERING
-LASHING 1' MIN
5EYOND JAMB
-LASHING
NSTALL VINYL DRIF
7AP
ALIGN FLASHING
Wl INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING AT THE
\\FOLD
DOWN
DIAGC
ACRO
WINDC
l
\ I 1.
711WIMIN
`
STEP 7
1PPLY 4e'
:ONTINUOU.
SEALAN
AMISS ANC
I,PPLY TO
11NDCW NA
LANCE IN
'RE-PUNCF
IOLES OR
11DE ADHESIVE -
-XIBLE FLASHING
VER DRIP CAP
ECTO-WRAP
EQUI V )
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
O 5CALE: NT5
STEP 9
INSTALL WINDC
PLUMB, LEVEL
AND SQUARE
MANUFACTURE
WRITTEN
INSTRUCTIONS
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
L IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
12. INSTALL ALL MATERIALS PER MANUFACTURERS
1 f
WRITTEN SPECIFICATIONS
iWARNING: MAY REACT ADVERSELY IF NOT
EALANTS
PATIBL
��III
!CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 119E FOLLOWING COMPLETION OF
Il
EXTERIOR RETROFIT WORK
�
I
—
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
--- -------
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
Design
Groin"-!.-
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroupmm
AAfi 0003325
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PROJECT#
04128.000-09001
MODIM
4EAB
"1672-ARIA"
GARAGE BVING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
IARCHITECT:
STATE OF FLORIDA
CT I'll 7H
DAIM 10/21/16
SCALE: 1 /4"=1' — O"
WA5