HomeMy WebLinkAbout36027 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
MEN
N'93), IN
99 t828-CAL19'
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-ALL LOCAL AND STATE CODES
•OCCUPANCY
— RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
— VB
• MIN. INTERIOR FINISH
— CLASS B
•BASIC WIND SPEED
— Vult=150 MPH JI
Vasd=116 MPH
•EXPOSURE
— B
•1—STORY RESIDENCE
—
•2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
CALC.'S
LIvMG 1026 5Q. FT.
GARAGE 430 SQ, FT.
ENTRY IF. SQ. FT.
LANAI W 50. FT.
TOTAL 2362 SQ. FT
ABBREVIATIONS
ABV.
ABOVE
IAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
AN
ADJUSTABLE
Y.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MID.
MOUNTED
CL
CENTER LINE
In
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CIG
CEDINGO.C.
ON CENTER
CLi
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBI.
DOUBLE
PR.
PAIR
D.C.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIM,
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTI.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EACH
SHT.
SHEET
EIEVA.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
EXH.
EXHAUST
SIM.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
F.G./FX .
FIXED GLASS
SL. GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR HALL
FIR.
FIAOR
SECTION
FLUOR
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTG.
FOOTING
THE.
TICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OTHERWISE
GYP, BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
N.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR HT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
IT.
INTERIOR
W.I.
WROUGHT IRON
G � '
i7
REVIEW DATE:
CITY OF ZEPHYRHILL ,�
BUILDING OFFICIAL A)7
REVISIONS
REV. I DATE DESCRIPTION
"ISH I'LOOR ELEVATION SHALL
�"IPLY WITH E?4G1NEERJID IGN
. R CITY OF ZEPRYRHILj4
BUILDL'4G SFALI, CCi`.�„PLY dt'IT7I
ALL r�.i' I ICALEJILJING,
ELECT?*JCAL, PLUNMa;(,- ANDMI CHANICAL CODES.
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG Cl-COVER PAGE
PG GN-GENERAL NOTES
PG I -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 2 -FLOOR PLAN
PG 3D-ELEVATION "D"
PG 3D.2-WALL ASSEMBLY ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.1-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-1-STORY SECTIONS
PG D4-2-STORY WALL SECTIONS
PG D4.1-2-STORY WALL SECTIONS 1-HR WALL
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
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A R C N I T E C T S
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774AO78
www.abdesigngroup.com
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150 MPH EXP. B
ARCHITECT
STATE OF FLOMA
16
DP �' 10/21/16
8CAIM: 1 /4"=1'— O"
armor
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
II. ATTICS W/ STORAGE
20
III. ATTICS NOUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
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)
I. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VOLT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
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 RESTRAINS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/.".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
uAenuoV
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 =1,500 PSI Fv =175 PSI E=1,600,000 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. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED''/.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
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 . SO.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH b 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 11 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 F'm 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 OR OMISSIONS IN 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. 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 13/8INCHES 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 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 X -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 Y 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.
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
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
FOR MORTAR JOINT THICKNESS TOLERANCES.
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
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 1 VON 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 (LINO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6"- W1.4 X Wl A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-0'.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:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 X"
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 INDS) FOR WOOD CONSTRUCTION
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 11W 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.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2"THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15
A R C N I T E C T B
6
Desou I. .ign
Gr
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesi�gngroup..com
AA #: 0003325
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0
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0
0
aTJmm Ae LOT
SILVERADO
LOT 1
BLK 2
128 000-01002
mole :
4EBB
"1828-CALI"
GARAGE STING:
RIGHT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
ARCHRECT-
STATE OF FLORIDA
16
D- � 10/21/16
SCALE: 1 /4"=1' - O"
axEET
1.1 1 V
A R C N IT E C T 8
24'X24'XI2' CONC.
'+
1
PAD W/3-'5 BARS
DI
DI
E.W. ON CHAIRS—
MIN. 3' COVER
_
• • • •
• •
4
B
W0 I
I g SLAB ■
4 W
WI IL 1
0'-0' ELEV.
I'-0' DI
FIN. CONC. SLAB
I
�3 I/2' ■
-- -- -, I
4' GONG, RE INF. W/ 6'xb'
■ ■ ■ ■
WIAXWIA WWM ON 6-MIL POLY-
]
— — —
ETHYLENE VAPOR BARRIER ON
j
10
EXTEND
WELL -COMPACTED CLEAN FILL
SLAB I I!2DI
TERMITE TREATMENT SHALL BE
BORA-CARE
I
VTR
\��\
VTR KITCHEN
SINK W/
A 1/2' AUTO VENT
j 1/2'
-
iT�
�2•
-I
I/2• Ir-21i-f 1/2'
Q 9
2'
I I/2
2
LAV
I
I
2. 1/2'A LAV
I U
WC 3
3'
I
I
3• g•
I I/2
L n
SNU1R 2,
WASHER
CO
TO
MAIN
PLUMBING RISER
!
I
I
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I
fl
I oPr LaJI
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`JJL DWWjl
REF I
LI--� I
SINK
II
I' PVC CHASE II
FOR ELEC. TO II
ISLAND I RAWSE
II r7
71
II I��
�11
`�_
_
2 -9�6
i
II
EXTEND
SLAB I I/2'
-L_2X6UALLL _
I \LAV.',
DI
Ilm'al
I
m
-
� I
EXTEND
SLAB 1 1/2'
CONC.
I 0'-0' ELEV.
•• SLAB
FIN. CONC. SLAB
L----—
—
■
1 1 4 @ 8 1
DI DI
14'_O'
4 4'
FOUNDATION PLAN
NOTES-
- vERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED ECaRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014).
QI�
TYP.
m
36'x60'
_
Y
f
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I
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HB
WH .>
4' PVC \ ...._ l 1 _ }{- 4' CONC-
}�-3 I/2' � SLAB
YYY- � I
\\ 7 a
CHASE y\/\ _
i ■ 1 COND
BOLLARD AS REQ.
Cs�\ \ 1 -
PER BLD. CODE -
EXTEND END OF PVC.
CHASE UP 12' ABOVE
COND. CONC. PAD I
I
WI �
0
J
5 V'
DI
I
8 I
�51/2' DI I
2-
SECURE STRAP TO
2!'-4'
-- _ -
UNIT W/ (2) -6xl 1/4
A/c SHT MTL SCREWS
I
UNIT SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC, GONG. W/ (2)-3/16'X2'
SLAB TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD a 12' FROM STRUCTURE
�rDes�n
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA ®: 0003325
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SILVERADO
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BLK 2
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04128.001-01002
][ODEL:
4EBB
"1828-CALI"
GARAGE 81WDIG:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
24
DARTS: 10/21/16
SCALE: 1 /4"=1'- 0"
SKEET
1
-
k
'-4
,,-6,
a
i
■
i5'-8'
DOWEL PLAN
3_0.
9
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M
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A R C N I T E C T E
rU-
lion
FM: 40/-/ /4-5018
FAX: 407-774-4078
w .abdesigngroupxom
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LOT 1
BLK 2
PROJECT
04128.001-01002
MODEia
4EBB
"1828—CALI"
CAP —WE 8WING:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHTECT-.
STATE OF FLONDA
201
V
ROLAND A ABOUCHACRA
AR NO 93723
Flp
I TM 10/21 77
DCA=: 1 /4"=1'— 0"
SHE=
IA
A R C N I T E C T >{
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
C
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENG7N
Wew
-®
rQ-b
rle-b
-
eF24-b
s-b
rm-b
2'-106(34') PRECAST
2131
9qD
3pD
�'�'
4eb9
e10
elt9
15ai
ls,l
Y3t4
Mtb
109DI
bsu
IBbD
IYpJ
(42') PRECAST
2231
SODS
301!
9,FJ
b65
DID!
DIL`
eebl
154,
{
202
103S1
tbRl
Ib09
4'-0' (48') PRECAST
g66
net
x1!
2191
4eb9
JaL4B9b
el0
tD4t
D%1
8914
tb94
1031I
a101
IIeb9
4--6' (54') PRECAST
&,5
Ises
]BD
]II0
491s
]1!I
eb
!M3
M4l
Hl6
06V
s4mb
IbSS1
D2]4
ItDBD
5'-4' (64')PRE046T
121-1
IN!
30Db
9xD
T941
l
Bl9
51-10'(10') PRECAST
1012
IIB1
dl3
2D4D
3b0D
3410
usl
un
44lI
3sm
,t6s,
em
,Ir
C
PREAST
"
Q�
Qx
M,
Im
lleb
3Nb
9091
s3a1
l,b1
13eb
43e3
Dma•I
l'-6' (W)PRECAST
143
tin
»92
22b9
LDa
91D1
sDaa
1011
Iln
]661
all
De&
8,e1
64l
9'-4' (111') PRECAST
554
•�
lD1
116b
Q49
42
B43
]%,
]9e4
94De
2eB
!302
10'-6YI26')PRECAST
415
D`J!
e3b
Q41
2019
till
]t63
]Dx
e4!
IW2
B33
]bD3
la
364
{,5a
II'-4' (136')PRECABT
362
sN
1Ns
b46
2423
3Q1
4BiDD
Sea
9N
Ixe
IN6
2,]3
3Q,
121-01lH4'1FRECAST
331
D,0
el9
QD,
I68t
]98
IEOD
l9D2
NO
al3
Q!{
16a4
]I99
2BOD
!aD]
13'-4'(I60'PRECAST
256
All
411
'S"
1%
Ib'15
4Ix
1,18
4!D
IDx
nN
291e
m
-i
14'-O'(168')PRECAST
21S
,bs
10ba
Is26
""
211
2esb
4,
]
,be
100]
B]6
B9'1
20T
2.W
14'-8'(Ilb')MelA
NP-
NR
tR
4De
1es
B,b
IDb2
nos
]sr1
tie
15'-4'l184') FRE6TR3eee
NV-
'm
FR
Ne
Fee
N[
{Q
ll0
Ili!
2323]
NB
Il'-4' (208')FRaeneaese
NR
Ne
ele
tee
M
Ne
NR
x1e
9x
Yb
m.
K00
b49
]b/1
IS'-4'(231')FeEeTee
NR
'�
eaa
N2
NR
2n
4B
MO
1091
m
ID6
nB
21'-4' (256')FRaenb
N.R
Im
Rai
rR
M¢
em
IN
34b
ei9B
84D
IIN
1999
1A-
22'-0Y264')rse:eTlr
NR
NR
eYe
Ne
Ne
Ta¢
IN
36
DDO
la4
WIl
QDD
B49
24'-0T280')Flffa
NR
fat
Fn
NR
He
He
N¢
twe
QD
25b
4Dm
6s4
ew
m2
SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS
C
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
a ff
-o'
rb-rt
rem-rt
ll -rt
ms-rt
r92-rt
w-2T
r12-2T
rB-2T
-2
r24.2T
-6=2T
r923T
3'-6' (42') PRECAST
B69
2_
-1
1-
D2e3
61.
tb01
2e96
-1
-
see!
6
4'-0' (48') FRECABT
Oef
23ft
9b60
3r!
b Nli
D325
i019
1363
230D
3060
-
-
ebl9
(54') FREGAST
QOl
Se40
21b1
93M
-1
,3M
II
93M
120'1
20b
2,e1
33M
,b,3
4111
9311
S'•4' (64')PRECABT
101i
nB
I2t&
lax
33D9
se61
asn
i—
tie
n,e
Iex
3sD3
—1
4su
5'-10'(l0') PRECAST
Ba
]919
3
,03
929
I"1
]020
2-
a-
-m
aa9
6'-6' (l8') PRECAST
999
IM
]3n
2
n51
91Q
699
IeM
23n
21Db
32DI
31Q
l'-6' (90'J PRECAST
,T
10'6
lex
2
24
]a2
sn
4
.24
2426
n2,
3ne,
S'-4- 02-) PRECAST
N1
:B
5rA
2
19
b43
M t
n94
2OB
10'-b'(126')PRECAST
93b
9l
9B
BD
—6
Il
2.1
930
63D
Ib9
w12.
-a
]059
2-
11'-4' OW)MWCAST
lA
wal.
m
60
IDS
49a
I e0'I
104
Bn
B49
BBw
2B1
11'-O'(144')FRECABT
Alb
124,
398:
IB3
Beg
1—
4tb
s!P
11D2
m
20
13'-4' (160'-PRECAST
4B
s6,
1
W
021
4
lB0
IB9
4
1e59r
l
I4'_0'(168')PREGAST
361
3D8
124
Q
41b
A.
111
—3
1
BW
—
I4'-8'(Il6')PREDTIaa9a
23D
246
99,
!99
a
—a
V
8a5
9M
lal
n
IS'-4' (IB4') FIPEBTIIE89E
n,
ub
30
3ee
er
e]l
,e
Q
9x
N4•
Il'-4' (208• PIffDTREDDe
bl
B2
2e9
sets
D I
l,m
s
l!4
al!
uv
19'-4'(232')fRE9
.2
2n Aj
A•n
D1
e41
141
21'-4• (1sb'rlffeTt�
the
lag
W
2e3
20,
2.
4n
3b1
!,9
6n
3d
D3l
esl
12.
ml
21'-O'(264'Mr.EBTPE
l
Bl
IDl
29D
3x
9l9
DI
]
e
DY!
24'-0Y2B8')FtaEellr
Q4
24
nD
m
L,
S9
9,2
459
41D
4g
Ml
-1
a,e
0--*—
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
-
ewe- claw-e elzle-B rm- esu- ae-
4'-4' (529 PRECAST
b99
Il4D 3359 92ab 49,9 D,]I 1419 1-1
ID91 x09 f3Be 6639 ib60 DIM Ib'B99
4'-b' (54•) PRECAST
49s
90e9 2DD2 s96a 5924 e1b4
fBD x99 9MD 6639 AD40 MM 10693
5'•8' (68')PRECABT
met M n. tin 2s39 940] ease
e66
IB1 2481 ,Del 6361 ,•yl 1911
5'-10'(l0'J PRECAST
61b
ess t693 4om 2Q4 ]e4D 9n4 9,bb
Ib -2 4I,2 ib l el
6'-S' (80')PRECAST
l31
�I Bn 3Qb 5dD ll,l 944s I13e0
1el B2D 312b 9dt Me MM
(W')PRECAST
1. 1,9p ]A. 3116 0,43 1291 -23
60D
1" 2Ae1b 31' —39'-8'
(IIb') PRECAST
A.
22 x9 ,091 Sue
42e D39 6eB 3M9 3Q9 4150 •i9'Y
CAs71•Cwm
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
•la
2T
4'-4' (52') PRECAST
16ee
2—
13b5i
.1s1w
AA.
914m
905
4ea
Ix]
3096
3MI
,A.
914b
FRECAST
86l
4m4
tin
219D
3601
Q'$
49,3
eel
16b4
3eb,
-1
5'-8' (68') PRECAST
M
Qe1
m,2
]vD
tie
AM
3e2
a1x
6M
QeD
i'MI
23M
]8S4
33aI
9DI1
P 5'- 10'(10') RECAST
eD9
Qmf
n4e
22D1
2119
Saar•
I,e!
659
Q39
n,e
22%
T,s
32u
2t99
6'-S' (B0•) PRECAST
9T0
SM-
B90
Flab
24
2eM
39a
910
IQ'!'0
B!b
Fbb
]4n
2-
99n
(90')PRECAST
'
l42
a04
2
.
9be
a1D
1364
TbD
2be
2-1
2Dea
(II6') PRECAST
999
M
8e4w
Qn
2
399
D60
w2
Is-
nQd
able
2l91
L— 3
L— 4
(2) 3052-SH
LANAI LIVING ROOM
8'-8' CLG. 8'-8' CLG.
R910IG
1 ------ I W.I.C.
I I
—
®I I
--� KITCHEN
r--
8'-0' CLG. LAUN. I
PAN. R — —
'-8'
BDRM.#3
8'-8' CLG.
• 34-�i BATH
BDRM•#2#2
8'-8' CLG.
0
LINTEL SCHEDULE
ENTRY
ECG.
L— 3
(2) 3052-SH
EGRESS
OWNER'S
SUITE
8'-8' CLG.
O 0
BATH
8'-8' CLG-
O
BEIM. #4/
DEN
8'-8' CLG.
16' -0'X V-O'O.EID-
------------ --------
L-1
4^%T`-4^1G,r4 LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENT5
L I
Il'-4'
8F28-IB/IT
L 2
4'-6'
SFib-06/IT
L 3
l'-6'
8F16-15AT
L 4
ll'-4'
8FI6-115AT
L 5
V-4'
8FI6-IBAT
L 6
1'-6'
8F24-IB/IT
L l
4'-6'
8F8-iB/IT
ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL a 8'-0' AFF.
L 10
5'-8'
8FI2-08/IT
LINTEL SET 8' BACK FROM FRONT OF HOUSE
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
I. rc IMlel 4b00
GENERAL NOTES
I. full
1. Sere lose reling based an retlor4l deei9n anelyele P.
�, I
�a
SAFE LOAD TABLE NOTE$
TYPE DESIGNATION
8' preuet pal
T. rc prmwseed Ihlel . 60b0 p•I
Provide morter betl and hmtl Joxas.
2. 9Nore tilled 1-1, ee requlrmd.
ACI 31B And ACI 530
m. Th. aztelar wfam or IIMe4 hmlelbd In - —I- concrete
I. All velum bawd on mmimsl 4 Inrh
romlrol ber6g.
l Fu compoelts IIMaI hef¢H rot •Noun,
vee re bdd non next Tower ]rigs ehoun
3. Gout per ASTH G16 r'g 3bZt9
pel w/ Mzrmun 3/8 YKfi
3. hw414tlan d 14te1 mwt eo'VhJ w1U tY1e erdvtaetval
and/w •tn,ctural doamai4.
uBl4 Nall hew a cost r stases IIW b aceadenu
way I^9 o ePP
SEE SAFE LATERAL LOAD
E:uptlrn: Safe load• fd :nnlled Ibtele ewt
be rec4ced by 101. rI beerlrg Irg1Y1 la
A. For Ihb4 bgU1e rot •Ylouel, uw ufe load
hon nett longest IenJth eYwm
F •FILLED WTN C�Ui 10 •UNFILLED
9gegate I B to II Inch slump
4. Concrete MesorrymUnlle (Cl-NJ
4. U-LIMsI• are menufeeUmetl with D 1/1• Ior19 motmre at
lYr stria to eecemetleta vrtlul ralnracMlB drd
wllh ABTM IC or elhr ad coal
apprev I^9
e. LIMeI• laded •imultaneauely wllh v®tlul (g Ity a
TABLES FOR LOAD RATRIG
FOR EACH ADDITIONAL bs• than 6 N Iridre.
NJt Rated
9. All seta loads In wits of pounds pa Ilnur
my
rrr---OYWtITY OF S REBAR AT �
1 BOTTOM CF LMTEL CAVItY td
pr
ABTM G90 wdnMb rlet eree
19mB
all growling.
S. Reference tb CAST-CRETE Load Derleetirn Gaph brodlre
fp
tplln) and horizonlel (bteraU beds eNoub bs dxcMsd
rot Ur combined bedirrj wIN Ur folldulrg eelWlloni
1iERSORCED OFN FULL
CplR9E
2. •Not
3. We beds ere euprrpoeed ellowabb beds.
fool
10. All We loads ba•etl on ereply •uppMlatl
n
ep}Ymelve sirenglll • p•1
s. Reber ABm A615
IMlel defblen Mfdnel etlen.
Bettam neld ee4letl rber to be bcetetl at the boltan
4. Bete load! Wed M gatle 40 p ride 60
g
neld
II. T�v nlwlber M Uv U1e
a� � � — 1 5 / I T
pr gads
6. Re•4roMg eVerd pr ABTM A416
of the Imlel uvlly.
gx+llsd vwereel bed � AaTt211ed InrlTaMel Iced
R' CLR TYP
rebar.
5- Orr P rebar may be eublulutetl ra Lwo
persM/w4
Irdlutm Ur perca4 rmductlon fw gads 40
I_
grede 2,0 bw rabeallontllemgtr
Florlx
wMe ellnt�2s aro welded to the
Safe vwllcel load fiefs hcT120Me1 bdd
9 rebero In B' INMIe OnkJ
rleld ridded -bar.
fglellTlTT OF 9 �
1. pr ASTM C210 type M w 8
bottom steel for meehanlul enr}prage.
12. AddlUonal 41ra1 loss upaelty un bs
(21 9 REBAR
6. TM dmigrr My evaludb wricentrated
Eumpls l'•6' lintel lyw S32-I8 sets
[NQIWAL
AiTOP8.concreteubeprov(detlInGR4®arCF60hamlMcarebadtabletbygavltyoad64l]/e/15zNOMWALHBIGLITInIleaorunl4.aboveMMs.saedetellatigR:m4zieeenrm1•Ungmonmleducllon�6412(BS)55OIplr
nd•Ytle
WDTN
C
EAR AT TOP
n REO•D
CLEAR
9 RE(3AR AT BOTTCM
OF LINIEL CAVITY
BOTTCM REIfFORGING
PROVIDED M LMTEL
(v4RIEBJ
Design
Grou In�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
W
y
j
V
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--7
EITJHDIV. at Lo
SILVERADO
LOT 1
BLKK 2
04128 000-01002
MODEL
4EBB
"1828- CALI"
GARAGE 81UNG:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST—CRETE)
ARCHITECT. -
STATE OF FLORIDA
2fi
PDTE 10/21/16
SCALE: 1/4"=1'-0"
819c
COINO HT AND CLADDHO
NO LOADS
BASIC 00 BrOSM
FOR 3 SECOID
MM
OPEMNGS
SGUAFE
ZOfE
I501fHWD(M
1EUM
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR. MIN. CRITERIA
SGD. MIN.
41
5
22/-28
CRITERIA
16010 O.H.D.
112
5
21/-25
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 SECTION 612.2
OF THE FBCR 5TH ED. 2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. CONIIiOLDATEW�
3'-4
(2) 3052-SH EGRESS
LAAI
LIVING ROOM
8 8NCLG.
8'-6' CLG.
!
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ro_
I
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1
SUITE
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i
- 8'-8' CLG.
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-
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I ATTIC I
L ACCESS U
LAV 3'-8'
r
m
BOLLARD
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f f
v
BATH U
e v PER BLDG.
IIQ�.
Aff�m
8'-8' GLG.
GODE
GARAGE
V. CLG.
m
- FOYER
BDRM•#2
CLG.
d� m
m ti 3068 W/
N
_
BOTTOM OF
I- M 36'XIO' TRANS.
LINTEL o 1'-6'
AFF.
10 - ST$ CCG.
'
...
2) 3052
ro
1
II'-4"
e 8" Ca
_ 10 0_
4 v3IOle",2 8* 16 0 2 8
4'-4" 21-4
30.8,
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 ASSEMBLY 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 (R302.5.1) FBCR 5TH ED. (2014).
SQ.FT.
CAM'S
LIVING
IS26 SQ. FT.
GARAGE
430 80. FT.
ENTRY
16 SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
I i
�I
" 8'-8' BRG.
itI, n
I � I'_4•
DBL.
TOP
PLATE 0
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m
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PH: 407-771!4-00711
FAX: 407-77078
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04128.00 -01002
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"1828- CALI"
GARAGE 911
RIGHT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
ARCHffECT: -
STATE
^'Of: FLORIDA
/ 1 6 ,
� I 10/21/16
sc,&=: 1/4 7 1'-0"
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OR EQUIVALENT
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E LU
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ro
El 1:1
oa -I-
0'-C' FIN. FLR. 0'-0' FIN. FLR.
FRONT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT
AREA OF ATTIC =
2364 SO. Fr
NET FREE VENTILATION AREA REQUIRED =
1/300
REQUIRED VENTILATION AREA
2364/300
7.88
VENTILATION AREA X SQ. I N-ES PER Fr. (144) =
1134-72 SO. IN.
MIN. REQUIRED VENTILATION
.5 x IMn
IN UPPER PORTION OF ATTIC
SE736 SO, IN.
OFFRIDGEVENTILATIONAREA =
M SQ, IN. PER VENT
567-36/115
TOTAL #OF VENTS REQUIRED =
4.MM7
TOTAL # OF VENTS PROVIDED
5
'AREA OF ATTIC IS THE PEW MITER OF THE HOUSE, LESS THE OVERHANG
(DITERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
12
OFF RIDGE VENT
EH_I
REAR ELEVATION
OFF RIDGE VENT
TEXTURED FINISH
a' -a' IBRS. W.T. A, 513aLkG7,
-0
0'-0' FIN. -IN FLR
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
01-01 FIN FLR_
&'-bBRc..
_0VI
FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
HGT_ I
0'-0- FIN. FLFZ
I-
2'
LOUVER DETAIL
A SCALE: 1/2' 1'-0'
L FAX: 407-774-4078 J
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AA #f. 0003325
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SILVERADO
LOT 1
BLK 2
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04128.000-01002
MODMIL&
4EBB
1828-CALI"
GARAGE ISIMMO:
RIGHT
PAGE:
FRONT, REAR
LEFT &
RIGHT
ELEV. "D"
150 MPH EXP B
McffmcT.. 1
STATE OF R_0MA
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F"PR13NT "I DATIL. 10/21/16
SCALE: 1/4"=1'-0"_
opmcm
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A R C H I T E C T S
C4
W4
FRONT ELEVATION
RAH
TYP.
I
L
REAR ELEVATION
LEFT ELEVATION
RIGHT ELEVATION
WDeslen
PH: 407-774-E078
FAX: 407-7744078
www.abdesigngrc p.com
AA #: 0003325
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SILVERADO
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MODEL:
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"1828— CALI"
GARAGE SVfMG:
RIGHT
PAGE:
WALL
ASSEMBLY
ELEVATIONS
"D"
150 MPH EXP B
ARCFWrECT.
(� STATE Cr- FLORIDA
ROLAND A ABOUCHACRA
AR NO 93723
DPRXNT 10/21/16
SCALE: 1 /4"=1' - 0"
SHEET
3Do2
.. _DENOTE RAT RW a IO' O/C MAX.
.. = DENOiE 1X6 BiRRYe&YK � 10' O/G MAX
CJI
CJ3
CJB
CCA 01/14/14
CJ3
CJ5
A RC H IT EC T S
5
Design
Grou0.�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
PAX: 407-7744078
www.a bdesigngroup.com
AA S: 0003325 Lj
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4
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SILVERADO
LOT 1
BLK 2
PROJECT
04128.000-01002
MODEL-
4EBB
"1828-CALI"
GARAGE S'WMG:
RIGHT
PAGE:
FRAMING
PLAN
ELEVATION
11 D"
50 MPH EXP. B CC
ARCHITECT
STATE OF FLORIDA
4
ROLAND A ABOUCHACRA
AR NO 93723
D 'M 10/21/16
acwTa: 1/4"=I'-0"
B*EMM
4D
CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
NTA 16-I5
1400
(1) 10d x 1 I2' ]-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 12' - NO Ibd OPTION)
l21 META-16
1985
(2)HTA 16-18
2800
(10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2')
1900
(14) Ibd 2-PLY (USP: NO I6d OPTION)
HETA-16
1810
HTA I6
1615
(9) 1Od x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 1" 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 1/2%NO I6d OPTION
�-
�.
(2) "ETA-20
2035
C2>HTA-20
3110
(10) 10d x 112' I -PLY USP: (10) 10d x 1 1/1'
25M
(12) I6d 2-PLY (USP: NO Ibd OPTION)
Z
Q
LGi-2
2150
LIXsT-2
1915
(l) - I/4' x 2 I/4' TITEN, 2 PLY (USP: BLK (5)1/4' LLB, WOOD (16) 10d
V)
DETAL-20
24S0
NO USP CONVERSION FOR SIMPSON DETAL-20
(IS) - 10d x 1 12, 1 PLY
MGT
3965
MUGT
40M
(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IY EMBED),. (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
10980
HUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
HGT-3
10530
HUGT-3
9365
(2) 3/4' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 10d)
LGT3-SDS2.5
3286
LUGT-3
5330
(12) 5D8 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN ND TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-1/2' (USP: (I0) 1Od x 1 12'
VGT
4540
NO USP CONVERSION FOR SIMPSON VGT
(U 5/V ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A-TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
15%
(14) 10d x 1 12' (USP: (14) 10d x 1 1/2', 04) 10d)
HTS-Ib
1150
NTW 16
1660
(I6) 10d x 1 1/2 (USP: CI6) 106 x 1 12', 06) 10d)
HTS-20
1450
HTW 20
2045
(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
HTS-24
1450
HTW 24
2045
(24)10d x 112' (USP:(24)10d x 112',(20)10d)
LSTA-12 +
S25
LSTA 12
9l0
(10) 10d USP: (I0) 10d
LSTA-18 .
1235
LSTA IS
1360
(14) 10d USP: (I4) 10d
MSTA-18 +
1315
MSTA-18
1315
(14) 10d USP: (14) 106
N
M6TA-24 •
1640
MSTA-24
I150
(18) 10d USP: (18) 10d
MSTA-30 »
2050
MSTA-30
2140
(22)10d USP: (22)10d
<
MSTA-36 •
2050
MSTA-36
2525
(26)10d USP: (26)10d
MSTI-36
3900
KSTI 236
3090
C36) 10d x 112 USP: (3( ) 10d x 1 12'
(n
MSTI-48
5065
KTSI 248
4250
(48) 10d x 1 12' USP: (48) 10d x 112'
H6
550
LFTA 6
555
(8) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) Sd x 1 12', (16) Sd)
SP4
885
SPT 4
S45
(( ) 10d x 1 12' TO STUDS USP: (( ) 10d x 1 1)2' TO STUDS
A34
395
MP 34
410
(4) 5d x 1 1/2' TO BEAM, (4) Sd x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
HHCP 2
1010
(12) 10d x 1 I/2' USP: (10) 10d x 1 12' TO TRUSS, (10) Wd X 1 1/2' TO PLATE
HIOA
1340
RT I6A
2180
(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 106 X 1 12' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
OW-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT N ND1B
4540
TDX 10
5110
(I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON
ABU 66
23W
12000
PAU 66
2535
13815
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (12)I6d TO WOOD USP: SAME AS SIMPSON
N
LTT19 •
1340
LTS 19
1205
(1) 3/4' AJR. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (8AOd TO WOOD USP: SAME AS SIMPSON
Q
=
LT720B •»
1500
LT9 205
1105
!U I2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., 110A0d TO WOOD
USP: 3/4' ATR MIN -I'EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
0
Z
HTT4
4455
HTT4
4465
(1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC, (18) SD-10 X 112' (USP: (20) I6d X 2-12')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12'
Q
HTT5
5090
HTT5
5430
(I) 5/8' 47R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (26) I6d X 2 1/2' (USP: (20) I6d X 2-12')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x I-1/2', (20) I6d x 2 12'
HHDOII-SDS 25+
11010
UPHD 11
120SO
(1) I' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC. (24) SDSY+' x A* UIOOD SCREWS (USP: (24) W83 WOOD SCREWS)
HD1B
6645
TDX 10
5110
(U 1/6' AS. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
(n
MBHA 356/11.25
3415
5330
NFM35XI2U
3165
1130
SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (b.1W EMBEDMENT) IN CMU. TOP, (1) 3/4'
A.TR IN HIGH STRENGTH EPDXY, (MIR 6.15' EMBEDMENT) IN CML. FACE, (IS)Iod TO BEAM
USP: (1)1/2' J-BOLT W/ MINIMUM 6: EMBED. N NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSETAEDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
1 i I T
Of
Ld
(D
HUSC412 (WOOD)
3635
2660 (FLR)
HUS4121F
3060
2530 (FLR)
(10) I6d TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON
3265 (ROOF)
3225 (ROOF)
QHUC410
(0-1U)
ISO
50S5
HD410 IF
1905
3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 101d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (I0) 10d TO WOOD.
=
HUC210-2 (CMU)
1810
5OS5
HD210-21F
1905
3115
(18) 114' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
HUC210-3 (CMU)
1810
4000
HD210-31F
11,905
13115
(I8) 1/4' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' LLS3 SCREWS, (10) 10d TO WOOD
LGUM26-2-SDS
1430
55%
NO USP CONVERSION FOR SIMPSGN LGUM26-2-SDS
(4) 3/8' x 4' TITER HD ANCHORS (2 PER FLANGE) TO CMU, (4) 114' X 2 12' SOS 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.
• WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CAL. WALL MUST BE FILLED SOLID w/ GROUT.
•. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
W
I—
0
A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A67M-AI53
USE OF EXPANSICN 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-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-SAS-20H.
SOFFIT SMALL COMPLY WITH FPCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x &
UP TO 5'-4'
DBL 2 x 8
5'-4' TO l'-O'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-O' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO V-4'
DBL 2 x 10
S'-4' TO V-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
w-0'
U.N.O.
4'-II I/2'
1 l'-II I2'
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 5YP)
l/16' 055
NAIL (3) 12d O
TYP 2x12 BM /HDR
FRAMING NOTES: I 1
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-Iro
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 MT5-12
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 3-12d HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 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 3
6
Design
Group....
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA #: 0003325
[at
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BLTHDIV. Ae LOT
SILVERADO
LOT 1
BLK 2
PROJEC
04128.00 -01002
iiODEL
4EBB
"1828-CALI"
GARAGE OWING:
RIGHT
PAGE:
CONNECTOR
SCHEDULE
ARCHITECT-
STATE OF FLORIDA
4
Dw 10/21/16
SCALE: 1 /4"=1' - 0"
a
4.1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
—e
1i OUTLET
20 AMP ENGLE POLE
�
110V OUTLET
Ili OUTLET
OF OUTLET YAKED
T
TO EWTU
WI
-�j
III OUTLET
EGIIPED IF.MIL
NTERR'TER (TAMPER
RENSTANT TYPE)
220V OUTLET
l41 WIFE: CONNECLICN
UP
EXT. EWTEFTIII
OId7M1D FAULt
CFI
CUTLET
MERRUI
SWITCH
SWITCH
S-WAY OPER
�D4
SWITCH
4-WAY OFER
WALL MOIl1TEO
LKiIT
CEII LKeMf
\O\ VP
LK>IT FI�CF
\
\O
RECE88ED CAN
WALL SCONCE
PIE-wiD
VENT. FAN
I CM PER I IT.
VENT. PAN
WILIGNT
I CR1 PER 80. FI.
V L
FIXTRi
Si TBD eY
Li
RES4X2
FLUORESCENT
T
2-BULe WRaP
]_ _ �
2' ROOREECENT
R110RESCENt
--.�,ry
dOd
4' TRACX I
PANEL
mimmlm
METER
• $_D_
enoKE ceTecTae
OiIJi�YIJ.Be�1�
�
WALL HUNTED
GATT. BAIX-W
SD.
Si DETECTOR
Ey-H9�ABE
CARCGFIMTEa—E
BATT. Banc-� uv
lied
SMOKE DEtECtOR
CO1B0
LATER-C A DiiED
SHALL EIE A DBTANCE
Cf NOT LEES TERN a'
PENDANT LK•NT
I�
NATIRAL GAS
V
OUTLET
►
TELEPHONE JACK
WATER IEATER
DISCQ.FECi
TO BE ELEVATED
Abili
AIR CONDITION
.121
__
TELENEICN JACK
CEILEI Ei REOIIIRE
OJ-BOX
TO BE SUPPORTED N
ACCORDANCE YU BOX
HARKED AS SUCH I
NAPI
CE LING BOX REQU
CEILRYa FANILK•NT
TO BE SUPPORTED N
ACCf.T4DiAS BOX
MAgcED ASsSUCH FOR
O
n
ROW LKaMt
OPi. SECURRY
KEYPAD
PB.
PUSH- T-
FOR CHIMES
u6B PORT
NOT ,
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
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 (2014).
ALL RECEPTACLES TO BETAMPER-
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR STH ED (2014)SiH ED (2014).
F
ALL LAMPS SHALL
SELECTED BYBE�LECTED BY
BUILDER AND 15% OF LIGHTING MUST BE15% OF LI�HTI��T�
ENERGY EFFICIENT TYPE FER FBG ENERGY EFFICIENT TYj�FBC. ENEMY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014 5th EDITION R404.1
1 - - - -LANAI - -
CEILING
I LIGHT
TO BE
INSTALLED,
PROVIDE I W
J-BOX FOR 1 G
I OPT. FAN \
DININI-ry \
j ROOMI
LIVING ROOM
SWITCH IN
CARNET OUET TL'---
_
0
No
GFI IB
�.-W.I.C.�-A iWy l ® I
KITCHEN ' -
�LAUNiH ;i IL
\ RANGE \ O
_—
GF1
r� (` GFI \ IF 11
9�T i�ID F C�T� 1w
BA
HOOD WIRE W/ J
OUTLET FOR
FUTURE MICRO
BDRM.#3
PRE -WIRED \
CLG FAN \
1
I
BATH
/
BDRMM..#2
PRE -WIRED
CLG FAN
FOYER
_t_=dam ENTRY
P.B. FOR
._. CHIMES -
OWNER'S
SUITE
PRE -WIRED
CLG FAN
BDDRM. #4/
\ � M
L?.�. PRE -WIRED
CLG FAN
44'
AFF.
\ J
\
BOLLARD
AS REQ.
COND.
\ WALL MOUNTED
PER BLDG
\\ LIGHT W/SWITCH IN
CODE
--I
\ ATTIC
\\
\ y GFI
CLG.
W
METER
KEYLE668 OUTLET
Z
FIELD
FIXTURE
d
VERIFY
IRRIGATION
OUTLET a
48' APP. _
GARAGE
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
I EC CODE'D2)
HOUSE PLAN: MODEL "'CALI"
LOAD INFORMATION
VA
ma SQ In GENERAL LICHTmO % 9 VA PER FT
6464
2 20 AMP APPLGNCE CIRCUIT AT 160o VA EA
woo
LAUNDRY CIRCUIT
RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
WATER HEATER
a600
..___ -_
DISHWASHER
1200
CLOTHE- DRYCR
6000
1 D6PoSAL
6W
1 1RCROWAVE
1600
1 RLTRIGERATOR
120o
SUa 0TAL OF GENERAL WAD
M-4
FRRST 10 KVA OF GENERAL LOAD AT IpOs
I000o
RD1ADiDER OF GENERAL LOAD AT 40X 2 624 VA 1
10364
TOTAL NET GENERAL WAD
20M4
3.6 TON HEAT PUMP (W/ 6KW EMERGENCY HEAT STRIP)
21 AMP X 240 VA-
--
3.6 TON COOLING 111—
• "Do
NEP GENE LOAD
2OS64
NET TOTAL HVAC
SS00
TOTAL WAD
29 4
CALCULATED LOAD FOR SERVICE
22664 VA/240 V— 126 AMP
150 AMP SERVICE
•WORST CASE SCENARIO — HIGRINT RVAC I
US® PoR CALCULATIONS.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA
3000 VA a 1009., REMAINDER 6 35%
NET LOAD: 6,949 VA
RANGE: 12,000 a 10% 8,400 VA
DRYER: 5,000 a 10% 3500 VA
TOTAL 18049 vA
NEUTRAL AAPACITY: 16,489 / 240 = l8 A
-2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 •1 CU, I % CU GLAD 2" CONDUIT OR PROVIDE
3 2/0 AL, 1 A4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
Ism AMP ELECTRICAL RI5ER
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 I
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POUTER
COMPANY REQUIREMENTS. 150 -
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWd UNLESS
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX
ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
-210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT r^!
V
1 F4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/6" DIA X 8 FT LONG COPPER GLAD GROUND ROD
PF A R C H I T E C T!
DsnEL441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA iY: 0003325
W
y
V
Ol
0
4
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W
4
O
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SVBDIV. dt LOT.
SILVERADO
LOT 1
BLK 2
PRO'
04128.00 -01002
MODEL:
4EBB
"1828-CALI"
GARAGE SWII90:
RIGHT
PAGE:
ELECTRICAL
PLAN
150 MPH EXP. B
ARCHITECT
STATE OF R-011 A
I
YYY v
DP Tm 10/21/16
SCALE: 1 /4"=1' - 0"
SHEET
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 i MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA SOA 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, $14ALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, 5PA$ AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403,
8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. 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.
11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING
,I.. C TO .__..
EXTERIOR WALL
PLENUM T y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
y
REFRIGERANT LINES
y
AIR HANDLER,.
EXTERIOR WALL
y
I'
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
I
y
PVC SLEEVE TO LINES BELOW SLAB
..
REFRIGERANT LINES TO
PL ATFOR`1 I
RETURN
CONDENSING UNIT
_-ve�MECHANICAL
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014)
BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. — � OR WALL
BRASS PLUG - 71
I�
=FITTING OR EXTENSION TO
501L OR WASTE AS
REQUIRED
— WADE 8240-K JOSAM 56000
INSIDE I I SERIES NICKEL BRASS TOP
CAULK ) I P.V.0 OPTI/SPEC
INV. SEE
—ti>L------�r—�- 'NV SEE
PLAN
FLOOR SLAB CLEAN —OUT (TYP. )
NTS
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
FL
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
THERMOSTAT
ED
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
SECURE STRAP TO UNIT W/ (2)
4' CONCRETE SLAB '6XI 1/4' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN GONO. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
COUNTERSUNK
C.O. PLUG
16
-_; SEE SPEC.
FIN. GRAD ' N_
OR PAVING — --I�
--(FITTING OR
I EXTENSION TO SOIL
OR WASTE AS
—� REQUIRED
I I
�— ,----- PLAN
DEXT. GROUND CLEAN —OUT (TYP.)
N S
LANAI
LIVING ROOM
14
OWNER'S
SUITE
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12XB
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12X8
14XI4
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FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
F
D
A R C N I T E C T S
Design
GrOu .2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abdmigngroap.mm
AA #: 0003325
W
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2
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SV9DIV. Ae LOT:
SILVERADO
LOT 1
BLK 2
PROJM
04128.00 -01002
MODEIt
4EBB
"1828-CALI"
GAP-tGR 8TIMG:
RIGHT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
ARCHFECT
STATE OF FLORIDA
P � D10/21/16
SCALE: 1 /4"=1' - 0"
SHEET
(1)5 REpNe VERTICALLY YV CAIC.
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•^ FILL AIeE TREATIEM SHALL BE
GARAGE STEP-UP
W/ BLOCK WALL
1 DCN.e, In•.r-m•
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r..° SLKE, In+r-m•
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CONTROL DATE: 07/01/15
A R C N I T E C T $
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 A
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LOT 1
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04128.00 -01002
MODA IC
4EBB
"1828-CALI"
GARAGE B'WD90:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHITECT
STATE OF FLORN7A
V
D � 10/21/16
OCALJB: 1 /4"=1' — 0•'
>,D 1
PRE-ENGINEERED
4'-m' MIN.
TRUSS
MTS-12
BOTTOM PLATE:\.,
•�
1/I6' OSB.
(2) I2d NAILS AT
EA. STUD.
BTM.
PLATE
2X4 DBL. TOP PLATE
'.,
2X4 STUD 16' OL.
l
IR' A.B. W/ MIN.
1' EMBEDMENT
LOCATE b' 8' FROM ENDS
j
AND 32' OC. MAX
I
TEXTURED FINISH
MTS-12
META-Ib
TOP PLATE:
32' OL. MAX,
8' CMU WALL
(2) I2d NAILS WITHIN
4' OF EA.
PRE-ENGINEERED
END , (2112d NAILS a 12or.
TRUSS
MAX IN FIELD.
KNEE WALL DETAIL
ij� STICK BUILT WALL DETAIL
1 N.TB.
2 TO BLOCK
SCALE: 1/2'°I'-O'
a EA. STUD TOP
SPSPRE-ENG
2x6 MIN. TO BLK Wl (2)X!
BOLT W/ 2' SET
N HIGH STRENGTH
' EMBED.
_.__.W/(21I2dsEA.
SE4�4
2X4 SECURED TO
GABLE END
UPRIGHT
TRUSSES W/ TRUSS
FRAMIWSCONNECTOR VERIFY W/
DOUBLE PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS a 16- O.C.
MAX
BOT
BOTTCM
TRUSSES W?RISS
CONPRENECTW.OR
CONNECTOR UP TO °Ira00
UPLIFT
DOUBLE TOP PLATE
A
SECURE 2x TO BLOCK
W/ (2) TAPCONS OR
R(MIN SHANK SIZE J45)
'HEADER
SIZE PER -
j SPAN CHART.
- 1--
2X4 SECURED TOHEADER
GABLE ENS W/(2N2d
OL.
91HF'SOIV LSTA-12 • EA. JACK
STUD, BOTH SIDES OF
OPENING.
STUDS a I6' OL. MAX W/
SHEATHING. SHEATHING TO BE
��i"��'
91Mp8gN META-24 a EA. JACKCJ
2xB STUDS • I6' OL. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
WITHIN b' OF EACHp".g-6'-8'
ENDRIND18'OL. HAX°2a
SPACING'
1-
FLAT 70 BLK
DOOR/
WITHIN j' OF WINDOW/ DOOR
FASTENER SCHEDULE
�' 0.9B. SHEATHING OR
- W/ CUT NAILS.
WINDOW
OPENING
`
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS a EA.
SIDE OF OPENING
LLL��
}' CDX PLYWOOD
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACK STUD ASSEMBLY TO BE
USE 12d NAILS, SECURED ONE TWOPLY WITHIN A TIME.
�P .cee
2.4 BLOCKS
w a
` o_
__`
_....__-
- 61
li
-'--�T--
1l _
-
•O C7 1
1.` SIDES: --
2X6 GARAGE DOOR BUCK W/ (3)
X/'XS' J-BOLTS 4' EMBEDMENT MIN. —
W/ 2'X2'Xl'e WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
.T I-1X6 Pt BLOCK < CENTER OF
DOOR HEADER W/!U J2'A WASHES
AND NUT
4' EMBEDMENT W/ 2'X2'X16' WASHER LL
o
- -
L-30 •
GABLE BLOCKING
TRBL
2x4 BLOCKING
EA RAFTER
L-30 EA.
RAFTER
RAF EA.
RAFTER
RAFTER
sx24' OC.
Fx�4
- _.. .._
r-
�ll
1 I
- - L _ -J_
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE I2d NAILS, iUlO WITHIN b'
FROM EACH END , NO MORE
THAN 12' OL. STAGGERED
SP4 OR HS a TOP AND
BOTTOM OPEN OGTH STUD, BOT SIDES TOP
WALL.
9EATHSONRY SHEATHING I-R1LAP9T NOT
FROM EACH OC. STAGGERED
TWAN
WINDOW SILL W/CRIPPLES •
I6' OL.
!�' DIA ANCHOR BOLT
q7 16' OL. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
BIMPSON MSTAM-24 a EA.
3/4' TAPCON9 TO CMU
3/4'IXS TING- WM[N.APCONViEOM (PLA EST
1 �c T SILL
CMU WALL
j
__ -
-
_
-_
-� - —
--1- 1 - -T"--
-
-
----
MIN.FROM2ND
�� GARAGE DOOR
/g7 1BUCK ATTACHMENT
SCALE: IR'•I'-0'
�� FRAMED OVERHANG
`'�" N.T9.
OPENING
r��
\ v /
EXTERIOR
FRAMED
/ DOOR
WW FLOORFTRUSS
(_/
LIRL LINE.
)
5 WINDOW
® 2—STORY
OPENING
WALL
FRAME A SECTION
ARCHI WINDOW
SCALE: 1/1'.1'-0'
\�
SCALE: IR .I-0
--- - 6;° -- -
FASTENER SCHEQ)ULE
NOTE: TYP. EXT. SHEATHING ATTACHMENT
ROOF DIAPHRAGM
re a�uc. s..ewc cxw nays • 4' oc.
FOR SHEAR , UPLIFT (O.SB. TO BE STRUCTURAL
USE 1/I6' OSB. OR 1/2' CDX PLY WITH •8 RING SWANK
SUPPORTED PANEL EDGES AND -8 RING SHANK GUN
GUN NAILS AT 4' OL. AT
NAILS AT 6' O.C. AT
*aP : eo--rcn
-- "- s,-
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT RECUIRED EXCEPT • OPENINGS
PRE -ENS. TRUSS
/
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE •8 GIN NAILS a 4' O.C.O
't•
_ _ _ _ _ _ _
DBL. 2X TOP PLATE -
F
l/16' BB. w,
1X BLOCKING •
EXTERIOR SHEATHING
USE 1/Ib' OSB. OR 1/2' PLY WITH °B RING SWANK CNN NAILS AT 6' OL. AT
PANEL SIDES AND -8 RING SHANK GUN NAILS 4' O.G. TOP , BOTTOM
PANEL AND % RING SHANK GUN NAILS AT 6' O.C. AT
!
"j
n _
� of
_ __
TOP OF
l/I6' 03B.
2X STUDS Ib' O.C. MAX.
s
-�77
li j I
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS
ACCEPTABLE FASTENER FROM ANY MMLIFACTURER
NAIL REQUIREMENTS
AN
Q
Q
Z
o
w '8 RING SHANK GUN NAILS
-
a s b' O.C. IN FIELD
�a
aP
-
2X BTM, PLATE
w
3/4' FLOOR DECKING �I
PRE F� -0 a'
SIZE HEAD LENGTH DIA. TENSILE S
ad ROUNDMODIFIE 2 3/8' 113 110jd00
OR T
NOTE; NAILS TO BE MFC BY MEMBER OF INT.
STAPLE. NAIL ,TOOL ASSOCIATION
L 0.113 INCH NOMINAL SHANK DIAMETER
2- RIW3 I I T
TOP CORD BLOCKING AT 4'
OL. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TR188
ROOF SHEAER THING
p
a w
><°
z_
Id
� i
a
ryL
Z
�1 O
®
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.SB. TO BE STRUCTURAL GRADE)
2X4 a TOP
,BOTTOM GONT. -
META-16
BLK WALL
CONTINUOUS
Oj CON OUS SHEATHING TO BEGIN AT TOP OF BLK
W/ I/4 GAP FROM BLK i0 O.S.B.
2X4X4' SECURE TO TR158 W/ 3-I2d
OL. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-I2d
SECURE TO BLK W/ META-16
3. I6 TO 10 RINGS PER INCH
4 I H
5. 2 INCH NAIL LENGTH
ROOF 5HEATHIN6 LAYOUT
AND ENDWALL BRACING
-
I_
-r
_ -_- _- r - L.-_10
1-
*--BUILDING LENGTH _ _
- -
- I
k
TYP.
�ml
°8 2- DECK SCREWS a 6'-8'
V �I MAX IN FIELD�UNTH�ADED
'SHANK TO EXTEND BEYOND-
SHEATHING OF SUB -FLOOR
d
EXT. SHEATHING ATTACHMENT F /
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF O.SB. TO PROVIDE CCNT. NAIL PATTERN
® REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
®SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF I6' FROM SWEET BELOW
O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
2'-0" EXTENSION Cep OPT SERVICE DR.
�-_/
FOR GABLE END FRAMING
FOR
STRUCTURAL
WALL SWEATHWG (OSB TO
GRADE)
BE
�-
TYP. XP SE SUB-FILOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
9 EXT. WALL SHEATHING
SCALE: I/1'•I'-0'
7 SCALE: 1/2'•1'-0'
ARCN IT ECTE-1
GDespin
roune.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA $: 0003325 J
F
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W
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z
SLTBDIV. & 1,0
SILVERADO
LOT 1
BLK 2
pROJEC
04128.000-01002
MODELc
4EBB
"1828- CALI"
GARAGE SWING:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCF#MCT.*
STATE OF FLORIDA
►2
PRINT
10 /21 /16
SCALD 1/4"=1'-0"
sHEET
D 2
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON 126' O.S.B.
SHEATHING OR 2 CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
'.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
s/s' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
iEE ENERGY CODE FORMS
OR INSULATION R-VALUES
' GYPSUM BOARD OR 1' HIGI
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL ELK W/
1) 15 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-VALUES
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 I6' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4' = I'-O'
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAPE
GALVD MTL. LATH
TEXTURED
WOOD FINISH 19 WOOD
CONSTRUCTION Ye' TO 5/e' MID WALL
WEEP SCREED
z�
CMU
TEXTURED
FINISH - MASONRY
WEEP SCREED
DETAIL C� WOOD TO
LOCK CONNECTION
SCALE: 1 1/2'=1'-0'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR R9052.1 ON 16'
O.S.B. SHEATHING OR J' 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.)
O.S.B. SHEATHING OR
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET 05
1/6' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIFIBER
JUM50TEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRAC
IS PRESENT
PRE-ENG GABLE TRUSS
2x4 NAILER
CONT.2x4 RAT RUN SECURE
-m' W/ (2)12d's IS EACH TRUSS
TYP. TO BE INSTALLED o MID.
o.H.
POINT OF TRUSS SPAN, OR
10,-0' O.G. MAX.
SECURE GABLE TO 2x6 P.T. J
PLATE W/ 12d's 8' O.C. MAX
4
SECURE 2x6 PT. PLATE TO
I
BLK W/ }'x9' ANCHOR BOLT W/
2' WASHER SET IN 51MPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. 6 32' OC MAX. —
%' THICK, 3 COAT
PORTLAND CEMENT
I
PLASTER APPLIED m
DIRECTLY TO MASONRY a
Q
1S• DRYWALL
I•X4. OR I•X2- P.T. NAILER
OR E'X4' MIN. SECURE
❑
T. J F I-Y.,
TNRU FRAME +EXTEND I-Y.'
INTO BLOCK W/ it TAPCONS
OR DRIVE PIN
(MIN. 9HMIK SIZE 145
IL MHEAD SIZE 3000
❑
MIN EMBEDMENT I-Y.'
WITHIN S' OF EACH END 4 IS-
OC. MAX 9PACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
�n1 WINDOW TO BLOCK +3/4 OR +5/4
CS
9DALE: 1'.I
2X4: CM
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIL HEAD SIZE 300
MN. EMBEDMENT I J")
WITHIN 8' OF EACH END 4
IS' O.C. MAX SPACING.
2x6: CEO
SECURE TO BLOCK W/J-%
i6PCON9 OR DRIVE PIN
(MIN SHANK SIZE .145
❑
MIN. HEAD SIZE 300
MM. EMBEDMENT I V)
WITHIN 8' OF EACH END +
18' OC, MAX SPACING.
8' CMU
2X8: ®
)S' DRYWALL
SECURE TO BLOCK W/J-%'
TAPCON9 OR DRIVE PIN
I-X4- OR I-' P.T. NAILER
(MIN. SHANK SIZE J45
DOOR CASING
MR HEAD SIZE 300
DOOR JAMB OR WINDOW
MIL EMBEDMENT I Y,')
ATTACH TO 2X PER
WITHIN 8' OF EACH END +
Is, OC. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SWIM A9 NEEDED TO FLU'15 JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +1-1
B WINDOW TO BLOCK +1-1 2//2"
SCALE:
1—STORY GABLE
BLOCK WALL
1 SCALE: 3/4'=I'-O'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
sg' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK i
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(I) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
® 16' O.C.
S' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES —
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 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 —
5TIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION.)—
O.S.B. SHEATHING OR 2
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/6' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15ER
JUMBOTEX GRADE 'D'
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ J'xY ANCHOR BOLT
W/ 2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. e 32' OC MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
I PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's o EACH TRUSS
m. TO BE INSTALLED o MID. POINT OF
TYP TRUSS SPAN, OR 10'-0' O.G. MAX.
c.H SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
J' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 a 24. O.G. e INTERIOR
KNEE WALL
CONC. FILLED LINTEL BLK W/
(1)"S REBAR CONTINUOUS
DIRECTLY TO MASONRY \ o
z
�o
1—STORY GABLE
W/ VAULT CLG.
Uj—B—p� BLOCK WALL
SCALE: 3/4' = I'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
NOTE:
PER FBCR 9052.1 - 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, A5TM D 4869 TYPE IV, OR ASTM D 6151
2X4, ®
2X4: ®
2X4: CEO
SECURE TO BLOCK W/ i(.'
SECURE TO BLOCK W/ 'i(.'
SECURE TO BLOCK Wd'
TAPCON9 OR DRIVE PIN
TAPCO46 OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. SHAY, SIZE J45
(MIN. SHANK SIZE J45
(MIN. SWANK SIZE .145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIL MEAD SIZE 300
MIN. EMBEDMENT I Y.')
MIN. EMBEDMENT I V)
MIN. EMBEDMENT I Y,')
D + WITHIN S' OF EACH EN
WITHIN 8' OF EACH END +
WITHIN 9' OF EACH END +
18' OC. MAX SPACING,
10' O.O. MAX SPACW-
18. OZ. MAX SPACING.
2X6: CEO
SECURE TO BLOCK W/1-%'
T OR DRIVE PIN
NOTE: OJ SIDE 4 2X MUST
O4 OUTSIDE +SECURED
2X6, ®
SECURE TO BLOCK W/t-9('
TAPCONSSHA OR DRIVE PIN
❑
NOTE: STRUCTURAL 2X MUST
2X6: ®
SECURE TO BLOCK W/I-I/4'
G2 DRIVE PIN
TAPOONS(MIN.
❑
(MIN. SHAH, SIZE .145
IN, SWANK
TH : H NON-STRUCTURAL
TW
(MIN. SIZE J45
ON OUTSIDE +SECURED
(MIN. SHANK SIZE
MIN. NERD 917E 300
TA
E' TAPCON MIN,
MIN. NERD 917E 300
EAD S
TH
THROUGH NON-STRUCTURAL
MIN HEAD 912.E 300
0
MIN. EMBEDMENT I Y.')
15
EMBEDMENT M10 BLOCK.
EMBEDMENT
TAPCON MIN. I-B
MIN EMBEDMENT I
WITHIN 8' OF EACH END +
S. CJ'A1
WIT
WITHIN 8' OF EACH END +
EN
EMBEDMENT
EMBEDMENT INTO BLOCK
WITHIN 8' EN
END +
10' OC. MAX SPACING.
15' DRYWALL
IS* O.C. MAX SPACING.
a, CMU
MAXEACH
IS O.C. X SPACING.
2X8, ®
I'X4' OR I'X2' P.T. NAILER
2X8: ®
Y' DRYWALL
2XS, CEM
SECURE TO BLOLX W/I-
TAPCOMB OR DRIVE PIN
Ys' OSH. X 4' MM.
SECURE TO BLOCK WQ-9(.'
TAPGCNS OR DRIVE PIN
I'X4' OR I'M' P.T. NAILER
SECURE TO BLOCK W/I -I/4'
TAPCONS OR DRIVE PIN
(MIN. SHAH, $IZE J45
DOOR CASING
(MIN BRAN, SIZE .145
DOOR
SIZE
MIN HEAD SIZE 309
D� JAMB OR ER
MM. HEAD SIZE 300
DOOR JAMB OR WINDOW
JAB
M K AD 1
MIN. EMBEDMENT I Y')
ATTACH TO 2X PER
MIN EMBEDMENT I Y..)
ATTACH TO 2X PER
MIN EMBEDMENT I Y')
WITHIN S' OF EACH END +
18' O.C. MAX SPACING.
MANUFACTURES DETAILS.
WITHIN H' OF EACH END +
IS' OC. MAX SPACING.
MANUFACTURES DETAILS.
WIT IN D' OF EACH
IV OC. MAX SPACING. +
NOTE: 5HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
c SCALE:
2X4: CM
SECURE TO BLOCK W/ W.'
TAPCO4S OR DRIVE PIN
(MIN. SHAH, SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I )I.')
WITHIN I.OF EACH END +
V OC. MAX SPACING.
2X6:
SECURE TO BLOCK W/1
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MST
BE ON OUTSIDE + SECURED
(MIN. SHANK SIZE J45
THROJG94 NON-STRUCTURAL
MIN. HEAD 917E 300
1)6- TAPCON MIN. I-Y •
MIN. EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END +
8• CMU
I8' OC. MAX SPACING.
Y' DRYWALL
2XS: CID
SECURE TO BLOCK W/1-%'
I'X4' OR PM' P.T. NAILER
TAPCONS OR DRIVE PIN
1' P.T, X 4' MIN.
OC.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +2 1/f
%T� WINDOW TO BLOCK +2 1/4"
SCALE: P.I'-m'
NOTE: $HIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
L SCALE: 1'.1'-m'
2X4:
SECURE TO BLOCK W/'
TAPCCNS OR DRIVE PIN
(MIN. SHAY, SIZE J45
MIN EAD SIZE 300
MIN. EMBEDMENT I Ys')
WITHIN S' OF EACH END 4
NOTE: STRUCTURAL 2X MUST
I8' O.C. MAX SPACING.
BE ON OUTSIDE + SECURED
THROUGH NON-BTRUGNRAL
2X6: ®
j(' TAPCON MIN. I-W
SECURE TO BLOCK W/2-�W
EMBEDMENT INTO BLOCK
TAPCO4S OR DRIVE PIN
(MIN. SWANKSIZE .145
8' CMU
MIN. HEAD SIZE 300
IS' DRYWALL
MIN. EMBEDMENT I)"')
WITHIN S' OF EACH END 4
I'X4' OR I'X2' P.T. NAILER
18' OC. MAX SPACINS.
2ND 2X SECURE TO
2XS: ®
STRUCTURAL MEMBER W/l2)126
SECURE TO BLOCK Wn-%-
WITHIN S' OF EACH END + 6'
TAPCONS OR DRIVE PIN
TO 8- OC. MAX
(MIN SHANK SIZE J45
DOOR CASING
MR HEAD SIZE 300
MIN EMBEDMENT 1 Y.')
DOOR JAMB OR WINDOW
WITHIN S' OF EACH END +
ATTACH TO 2. PER
18' OZ. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
SCALE: 1'.I'-0'
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
W.' TAPCON MIN. I-V
EMBEDMENT INTO BLOCK
e' CMJ
1S DRYWALL
I'X4' OR I•X2- P.T. NAILER
%.• OSH. X 4- MIN
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 +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: I'.I'-0'
2X4:
6EC1RE TO BLOCK Wd'
TAPCONS OR DRIVE PIN
(MIN SHANK SIZE .145
MIN EAD SIZE 300
MIN. EMBEDMENT I YW)
WITHIN S' OF EACH END +
IS- OC. MAX SPACING.
2X6: CEM
SECURE TO BLOCK IlA 114'
T.OR DRIVE IN
NO STRUCTURAL 2X MUST
(MIN. SWAN, SIZE J46
BE ON OUTSIDE + SECURED
MIN. HEAD SIZE 300
THROUGH NON-BTRJCTURAL
MIN EMBEDMENT I Y4')
I' TAPCON MIN I-Y.'
WITHIN 8. OF EACH END +
EMBEDMENT INTO BLOCK
IS' O.O. MAX SPACING.
e' cm
2XS' ®
JS' DRYWALL
SECURE TO BLOCK W I I/
TAPOONS OR DRIVE PIN 4'
I'X4' OR I')O' P.T. NAILER
(MIN. SWAN, SIZE J45
I' P.T. X 4' MIN
MIN HEAD SIZE 300
DOOR CASING
MR EMBEDMENT IY-)
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
10' O.G. MAX SPACNNC+.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK
+3 3/4"
WINDOW TO BLOCK
+3 3/4"
H/
SCALE: I'.I'_0•
C C Y 1 T C P T a
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774E078
FAX: 407-7744078
www.abdesigngmup.com
AA M: 0003325
w
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[4
Bt Emm a LOT:
SILVERADO
LOT 1
BLK 2
PROJECT
04128.000-01002
MODEL:
4EBB
"1828— CALI"
GARAGE 8"WING:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
V.150 MPH EXP. B
ARCHrrECT:
STATE OF FLORIDA
DP 10/21/16
BCALE: 1 /4"=1' — 0"
SHEET
D 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'B05.21 ON I,' O.S.B.
SHEATHING OR ? 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
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.S. SHEATHING OR J' J
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIF15ER JUMBOTEX
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. 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
FIRST FLOOR
BLOCK SECOND
�LOOR FRAME
CALE:
2x STUDS a 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4' T a G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
SIMPSON HETA-Iro EMBED.
STRAP 9 32' O.C. MAX VERIFY
W/ TRUSS PLAN
' GYPSUM BOARD OR 2'
HIGH STRENGTH CLG. BOARD
EE ENERGY CODE FORMS
DR INSULATION R-VALUES
GYPSUM BOARD OR i'
IGH STRENGTH CLG,
SOARD
WIST STRAP VERIFY W/
RUSS PLAN
INDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICATIONS
WINDOW SILL
2x STUDS ® 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
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
® 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON �,,' O.S.B.
SHEATHING OR J' 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)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS o 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d'5 8' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 ® 24"
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR #' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
05
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALv'D METAL LATH
ON FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. 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 2/1)3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE ]'
FIRST FLOOR
BLOCK SECOND �/�
1A FLOOR FRAME
SCALE: 3/4'=I'-0' x ��
L116 O.S.B. SHEATHING OR �' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/5' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK '
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. ID 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/s' THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
(�2
PERPENDICULAR PRE-ENG FLOOR TRUSS
SCALE: 3/4' = I' - 0'
2x STUDS A IF' 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
a' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT, 2x4 RAT RUN SECURED
W/ (2) 12d'a A EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR j'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS m 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
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(U 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16, O.C.
FIBERGLASS SHINGLES
OVER •30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 1-16' O.S.B.
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUS -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x6 SYP "2
DBL TOP
PLATE
WALL
SHEATHING
2x6 SYP 02 —
WOOD STUDS
AT 12' O.C. MAX
2x8 P.T. SYP 02
SOLE PLATE
"5 REBAR 6 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODEFORMS
FOR
INSULATION
R-VALUES w
F W'I Z Q
�7
ro ,.
a, CMU
n GYP. WL. BD. I WALL
WOOD BASE SECTION -
3/4' T 8 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
FASTEN 2X4 RIBBON (P.T. a
CMU) W/ (3) 12d NAILS 9 EACH
TRUSS
PRE -ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
GONG. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
WOOD
FRAME TO
1B LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR f
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 a EA.
2X8 STUD
}' DRY WALL
" DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
ID EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) "5
REBAR HORIZONTALLY
, yll
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
8' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
O.G.,
MIN.. 24' IN SLAB
i
4' CONC., REINF. W/ 6'x6'
WI.4XWI.40 WWM ON 6-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
6,
BORA-CARE
-
C3J "5 REBAR ON CHAIRS
NOTE:
PER FBCR B05.2.1 - 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 486S TYPE IV, OR ASTM D 6151
0
1 R C.H I T F C T•
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abde igngroup.com
AA 8: 0003325
w
y
w
w
0
F
4
0
0
3
BLJSDIV. & LOT.
SILVERADO
LOT 1
BLK 2
041 28.00 -01002
MODEL&
4EBB
"1828- CALI"
GARAGE B'WING:
RIGHT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
ij Li6a
DATIm 10/21/16
BCATm• 1/4"=1'-0"
BEEFY
D 4
FIBERGLASS SHINGLES
OVER'30 FELT PAPER
INSTALLED PER FBCR
R505 2.1 ON �' 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
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.
7/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYvEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. 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
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
UFLOOR FRAME
SCALE: 3/4'=1'-O'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPEC IF ICAT IONS
llINDOW SILL
?x STUDS 19 16' O.G. MAX W/
NSUL., SEE ENERGY CODE
=ORM5 FOR INSULATION
e-vALUES
J' T 4 G 5UBFLOOR GLUED
4ND SCREWED AS PER
=ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'INSTALL PER MFG. SPECS.,
j' GYPSUM BOARD OR
41GH STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK I
'1)05 REBAR CONTINUOUS
3EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'RECAST LINTEL
1JINDOW ATTACHMENT AS
IER MANUFACTURES
SPEC IF I CAT IONS
'RECAST BILL
'1)05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
6 16' O.C.
8' CMu
1/2' GYP. WL. BD.
WOOD BASE
OVER'30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON r' O.S.B.
SHEATHING OR J' 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)
SECURE 2x4 PLATE TO WALL W/
8'x6' THRU-BOLTS - 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.C. MAX
OR
SECURE GABLE TO DEL TOP
PLATE W/ SIMPSON HTC4 6 24'
O.G. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
0.5.15. SHEATHING OR J' 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 JUMBOTEX
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. 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
s/e THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
SFLOOR FRAME
11 i SCALE: 3/4'=1'-0'
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
I' GYPSUM BOARD OR
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 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPEC5.)
1' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1)05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1)05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.G.
8' CMU
1/2' GYP, I.I.L. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER'30 FELT PAPER
INSTALLED PER FBCR
1;n052.1 ON �,' O.5.5.
SHEATHING OR %' 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
1,000' UPLIFT —
CONNECTOR
2x8 SYP "2 —
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP "2
O
SOLE PLATE
z
�Q
OW
R'
�W
w
�O
a Z
"5 REBAR a 16'
z w
Qf
O.G. MAX, IN
W
CONCRETE
W Z
POURED CELL,
p 0
VERIFY PER
PLAN.
QQ
JO zp
SEE ENERGY
N V
CODE FORMS
>
FOR
(DNSULATION
B
R-VALUES z u1
(YQ
fL
�
WALL
SECTION -
WOOD
FRAME TO
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 m EA.
2X8 STUD
J' DRY WALL
I' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON BPI
6 EA. 2X8
STUD
�(I) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1)'5
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
i
PRECAST SILL
Ix2 P.T. FURRING STRIPS
I6' O.G.
8' CMU
1/2' GYP. WL. BD.
(1)04 CONTINUOUS REBAR
WOOD BABE
04 REBAR 40' LONG
WIroMIN.
4SLAB
00K.G 2'-0
O.,
°
4' GONG., REINF. W/ ro
WIAXWIA0 WWM ON 6-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
XO------*
BORA-CARE
(3)'5 REBAR ON CHAIRS
A R C H I T E C T S
Grou . .
Design
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32T50
PH: 407-7T4.6078
FAX: 407-774.4078
w .abdesigngroupxom
-. AA #: 0003325
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SILVERADO
LOT 1
BLK 2
PROJEC
04128.00 -01002
moaEu
4EBB
"1828- CALI"
GARAGE 9'W►WG:
RIGHT
PAGE:
MONOLITHIC
2-STORY
1-HR WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
pnnrr --1141
DATM 10/21/16
BCALE: 1 /4"=1' - 0"
BPEEW /��
D4. 1
PRECAST HEADER(MIN)
2 X 4 MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
S.FROM EACH END AND B' zi
OC. MAX MIN I-1/4' EMBEDMENT
2 X 6 (MIN 2 X 9) 2.3/16 TAPCON mi
OR DRIVE PM MIN SHANKs12E.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IB'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZE.14500
MIN HEAD SIZE 3
2X4 SOLID FLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
8' FROM EACH END AND IS'
MIN, 2.12d PER BLK EA END
OL. MAX. MIN 1-1/4' EMBEDMENT
IAA OM SHEATHING
CMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: IR'.I'-0'
DEL. TOP PLATE
2X4 IS' OC, MAX.
SECURE 2X4 TO
WOOD W/2-126 + 6'-S'
OC. STAGGERED
SECURE 2X4 W/ 2
EMBEDMENT IY'W/N
6' EA. END NOT TO
ARCHWAY
EXCEED V OC.
MAX
2X4 SOLID
BT. PLATE
BLOCKING SECURE
1/2' PLYWOOD.
TO SHEATHING WITH
OR 1/I6' OSB.
MIN 2-12d PER BLK
EA. END
3 XTERIOR ARCHWAY
$GALE, I/2'. I'-0'
lO. 14,; OSS. OR IV PLYWOOD SHEATHING
0 w BLDG. FELT
Q3 24WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD DISTO, 36- WIDE AND
AND MUST BE A MIN 24- WIDE METAL.
OS FIBEId5LA55 514IIXLE5
OBL. TOP PLATE
2X4 IS' O.C. MAX
SECURE 2X4 W/ 2-44�
TAPCCN6 OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN
HEAD SIZE 300 MIN
EMBEDMENT I Ya' W/N 8'
EA. END NOT TO EXCEED
18' OC. MAX
2XOLI 4 S
BLOCKING SECURE
TO 51EATHNG WM
MIN. 2-Rd PER BLK
EA ENE
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PM (MIN SHANK 81ZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
S.FROM EACH END AND IS'
OC. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MN 2 X 3) 2-3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4"
a' FROM EACH END AND 11.
OC. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 MIN 2 X 3) 2.3/16 TAPCCN
OR DRIVE PIN MN SHANK 51ZE.145
MN HEAD SIZE 300
1/16' 0515 SHEATHING
MN EMBEDMENT 1 1/4')
2X4 le' OC. MAX
S.FROM EACH END AND IS'
(WHEN OVER 16' IN HEIGHT)
OC, MAX. MIN 1.114. EMBEDMENT
2X4 SOLID BLOCKING —
SECIRE TO G: SHEATHINW/
MIN. 2-12d PER BLK EA. END
/= CLOSED VALLEY FLASHING DETAIL
J N.T S.
ARCIIWAY DETAIL
16 AND`UP
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/242dS 6'-8' OL. MAX.
l/8' TEXTURED FINISH
l/I6' 09B 9NEATHIN'a
2 X 4 16' OC. MAX
(WHEN OVER 16- IN HIEGHTJ
2 X 4 (WHEN OVER I6' IN HIEGHTJ
1/4, TEMPERED MASCHITE
GLUE 4 NAIL W/B.d'S 8'-12' OC.
IF NEEDED.
2 X SOLID BLK'G + ARCH
SECURE W/2-1261 EACH END
—MIL WOW FRAME
-NOTE: NO GAP + WDW FRAME
TO EXCEED 114'
�1 ARCHWAY DETAIL
CUTAWAY
C1 SCALE: 1/2'.1'-0'
2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
EXISTING BLK ASV.
OC. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
l/S' TEXTURED FINISH
OR DRIVE PIN MIN SHANK SIZEJ45
MIN HEAD SIZE 300
l/ib' OSB SHEATHING
MIN EMBEDMENT 1 1/4')
8' FROMI EACH END AND 18'
2 X 4 I6. OC. MAX.
(WHEN OVER IN HEIGHT.)
OC. MAX. MIN 1-1/4' EMBEDMENT
ER 16'
X 4 (WHEN OVER
2 X 8 (MIN 2 X 3) 2-3/lb TAPCON
S' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD 91ZE 300
MIN EMBEDMENT 11/4')
2 X SOLID BLK 'G s ARCH
SECURE WR•I2d EACH END
8' FROM EACH END AND IB'
ATTACFMENT PER
OC. MAX. MIN I-V4' EMBEDMENT
MANUFACTURER'S 5PEC'5.
MTL WDW FRAME
114' TEMPERED MASONITE
'NOTE: NO GAP • WDW FRAME
CLUE 4 NAIL W/8d'8 8'-12' Or_
TO EXCEED 114'
IF NEEDED.
ARCHWAY DETAIL
�R1 CUTAWAY
SCALE: IR'4'-m'
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
Ixe NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAIL$ OR
(3) 10d CAN NAILS + EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG, TRUss
CONV. FRAMED ROOF
SCALE: 1/2'.1'-0'
V-0' TO 30'-0' (1) 'X' BRACE
30'-1' TO 60'-0' (3)'X' BRACE
(I 'X' BRACE + CENTER)
(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
430 FELT ON l/ib' OSB.
(2) 2X4 2 SYP DIAGONAIL BRACE —
W/ 3-12d + EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BRACING
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIMBACK
(SEE $EALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/I6' OSB SHEATHING —
USE Sd NAILS AT
4• — EDGE 4 6' oc. FIELD
2X4 W/ 3/8' X 5 LAG +32. O.C.
OR SIMPSON META-24 + 32' C.C.
SHEATHING NAILING TO BE
O.C. IN FIELD
4- OCPALL EDGES W/8d NAILS
TRUSS 24' oc.
1/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d + EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DEL TOP PLATE
2X4 STUD 16' OC. MAX.
112—STORY GABLE END CROSS BRACING
SCALE: 1/2'.I'-0'
• ills UPLIFT
SIMPSOM HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS iO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMP901M HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4•
PRE-ENG TRUSS
CONTINUOS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
�21N.TTRUSS ANCHOR RETROFIT
S.
12, Z
FINISH o LANDING ------
3/4' PLYWOOD FF. —_
I
DBL 2X& \� ---
PRE-FAB TRUSS
F'RE•ENG TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUB STRESS
SIMPSON BLOCKING MID WALL
PRE-ENGtRUS5E8 OR
CONV.FRAMEDSSES R9
ASPHALT SHINGLES OVER
30FELT ONI/I6.OSB.
PRE-ENG GABLE TRUSS
(SE srIFFBACK
PACK FOR
(SEE i CON E CONNECTION)
SIZE 4 CONNECTION)
2x4 BLOCKING BETWEEN TRUSSES
1 3/4' PLYWOOD WITH
4 12-D COMMONS WINDER DETAIL
LANDING DETAIL NAILED TNRU 3/4'
PLYWOOD INTO
FINISH a LANDING
3/4' PLYWOOD FF. EACH STRINGER
1/2' CLG. BOARD 4 TEXT.
SP4 + 2.4 STUDS + 16. O.C. MAX,
WHERE 'X' BRACING 19 PRESENT
RE
LESS THAN 4' TYP.
SMPSON SP4 2X4 DBL TOP PLATE
EVERY IU.Ox
OTHER
3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES
• EVERT IR' LUOODLL
OTHER STUD 2X4 WOOD siUp9 +I6' OL„
STUD ' T 4 G SUISFLOOR GLUED
REINFORCED W/2X4 SPF OR CUT TO FIT
UN.0- ON TRUSS PLAN
AND SCREWED AS PER
FASTENER SCHEDULE
FLOOR JOIST
W/CONY. BEAD OF IXS RISER
2X4 CONT. STRESS
BLOCKING: HID -WALL
ISr FLooR snlDs ro
gIMF'BON STUDS
2ND FLOOR STUDS
+ 32'
SUB -FLOOR ADHESIVE 10,
PL-400 OR SIMILAR w HAND RAIL
OC. MAX
EA HORIZONTAL RUN f
:M�
SECURE TREADS TO STRINGER
2x4 P7. PLATE
THING oR I
W/13�8 3' SCREWS g EA2'
s MPsoN sPa +
OC. MAXF'RE-ENG
FLOOR TRJ$$
D SECURED
caNT. 2xa sPF RAT RwSTRINGER,
UNTHREADED SHANK _ I/2' DRYWALL
2'XS' A2' OL.
DOUBLE TOP PLATE
SCHEDULE
7PLATE
SECURED W/ (2) I2d'> + EACH
TO EXTEND BEYOND THICKNESS
l' EMBEDMENT
2xa coNnNo s STRESS
2KING UNDER
TRUSS
(2) 2x4 2 S.YP. DIAGONAL BRACE W/ l3)
OF SUB -FLOOR SHEATHING IXIO TRIM
BLOCKING MID WALL
2x4 STUDS + I6' O.C. MAX,
BETWSS BAYYS ICU/
X-S s EACH TRUSS (DIAGONAL
X•BRACING TO COVER 5-TRUSSES
NOTE: 1) I' NOSING TYP.
CONC. SLAB
UO)y
'e EACH END
STAIRS RISERS TO CONFORM
2 s'„ CONT.
12• GYP. wL. BD.
2x DOUBLE TOP PLATE
$• GYP911M BOARD oR;'
HIGH STRENGTH CLG.
TO FBCR 5TH EDITION (2014)
SECURE BY. PLATE TO SLAB
UR
s . I6. OL.
NOTE: BOARD
MIN. TREAD 10', MAX. RISER T-3/4'
(3) 10d CUT NAILSW/
ANCHORBOLTSLr
EVER STUD
DIACONAL BRACE + CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
'® 2X4 P.T.yy�XWASHER
3/ICE' MAX. VARIATION IN RISERS/TREADS , IHIGH
SET IN gIMP50N
STRENGTH EPDXY l'
4 8T. PLATE
DIAGONAL BRAce ro BE +ANY SPAN B'-0' OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
ADJACENT TO EACH OTHER SLEEPER INTO
° EMBED. MIN.
TO 30'-0' (1) X-BRACE
SLAB
3/5' MAX. VARIATION IN ANY RISER/TREAD
1—STORY
- SIMPSON SP4 + 32- OC. MAX
30'-1' TO 60-0' (3) X-BRACE lU X-BRACE + CENTER AND (2)
HANDRAIL CIRCULAR GROSS SECTION DIA.
DORMER
BRACE DIVIDED EOUALY FROM CENTER TO END
INT. BEARING WALL
6 SCALE: I/2'.1'-0'
INT. 2—STORY L.B.W.
8 ATTACHMENT
9 GABLE X—BRACING
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPgBILITY
STAIR SECTION DETAILS
NOTE: FOR WALLS WMO UPLIFT OR
SCALE: I/2'.1'-0'
SCALE: I/2'.I'-0'
SCALE: 1/2'.1'-0'
WINDERS- MIN. 6' WIDE 6 NARROW END 3
HAS FLOOR LOAD ONLY, DO NOT
MIN, 11' WIDTH 61 12' FROM NARROW END
INSTALL coN4ecTORs.
34' MIN. HANDRAIL HGT.
• e I. Y i v e C v a
Design
Gro O.nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA iF. 0003325
F
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Kai
W
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F
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summ & LOT
SILVERADO
LOT 1
BLK 2
PROJECT
04128.001-01002
HODEIs
4EBB
1828— CALI"
GARAGE OMMO:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORDA
1.
00'�FtOLAPD A ABOUCHACF
AR NO 93723
DAA=: 10 /21,
9C4111l 1 /4"= V — 0"
slim=
5
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-R2
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-R2
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-117
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-R6
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.FLORI DABUI LDING.ORG
CONTROL DATE: 05-19-16
A It C H I T E C T 5
6
Design
Grou .nc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
m
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0
fi
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0
F
4
---summ Z LOT
SILVERADO
LOT 1
BLK 2
PROJEC
04128.00 -01002
MODEflu
4EBB
1828- CALI"
GARAGE OWING:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
ARCFUIECT
P TE D10/21/ls
8CALE: 1/4"=1'-0"
BHEET
D6
FORMED CONTROL JOINT -
FLANGE OF CONTROL JOINTS T(
BE WIRED TIED TO LATH a S' -
O.C. MAX (VERT.).. NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION —�
FASTENERS TO BE SPACED
s l' O.C. MAX VERTICALLY
I
H SHALL NOT \
CONTINUOUS
CUGH CONTROL
4TS BUT SHALL
STOPPED AND
.� AT EACH SIDE
TO e• I aP r
J' THICK, 3 COAT CEMENT
PLASTER
WIRE, LAYER 2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED el' (VERT.) O.C. MAX
AT SUPPORTS
WRB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
:R ASTM C1063
PROVIDE 2X4 BLOCKING
'
PLACED FLAT MAX. 6' TO 8'
\
/ FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
'ASTENERS FOR LATH TO BE NAILS OR
i STRUCTURAL STUD
.APLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES TO BE (N0. IS) 0.0415' WIRE /
BLOCKING SHOWN MAY BE IN ADDITI07 \
> WALL STUDS REQUIRED PER PLAN /
i
\"M" TYPE CONTROL
JOINT
OI. POLD MWAIPD . PT. A
®FOLD
OL FOLD INWARD . ® I. GOLD INIUArA . P<. A
PT,A
3. CREASE
2. CISEASE . PT.
9. cREABE . PT. C
.CREASE
FOLD IC OVER Pr 6 .
TILL PT. T.O iCIICHEB
BOTTOM FLANGE
I *ROTTO"
TIGHT
SEAL. FOLD,
rau CUT.
SHINGLE ROOFING
DRIP EDGE: �MAP S.
EXTEND IR'EFLOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
_j' THICK, 3 COAT CEMENT
PLASTER
�WRB LAYER 2, FORTIFIBER
BUILDING PAPER
r--WRB LAYER -1,
STUCCO WRAP
(— LAP LAYERS 6 MILD STOP
OVERNAILMG 0j.A oSTOP
uA� ems, 1)f• ABOVE
- BNINGLES
SH WALL BA9HMG
�aao
3W
`y DETAIL) BASHING (SEE
DETAIL)
IIOTE' INSTALL KKxp1T
LASHING AT BOTTOH OF R06
WALL INTERSECTIONS
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAP -PEE) A MINIMUM OF
6' a VERTICAL LAPS (ROLL
ENDS) 1 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BTTAPED
WITH FORTIBER SHEATH
IN. LAP a M
LATH VERTICAL LAP TO BE I'
7C JC—f JC
METAL LATH
WRB LAYER 1,
STUCCO WRAP
b nIN PAPER LAP f3ELOIJ ONLY /
111RB LAYER 2, FORTIPBER
BUILDING PAPER'
2 APER LAP
SCALE:
® KICKOUT
DETAIL
a'yM
WATER TIGHT SEAL (BEND OR
90_DER QV hlQl-QLTl
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMWS MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0,0415-IK (121-MM)
WIRE AT INTERVALS NOT
MORE THAN S' (22'a-MM).
AS PER ASTM CI063
1.5.1.
NOTE:
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/HCUSE WRAP TAPE
PER MANUF. SPEC. OR
PEEL + STICK
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WIRES LAYER 2, FORTIFIBER
BUILDING PAPER
WIRES LAYER -1,
STUCCO WRAP
WOOD SHEATHING
WOOD STUC
SHEATHING
PAPER
STUCCO
HORIZONTAL LATH
& PAPER DETAIL
)D SHEATHING
S LAYER "I,
:CO WRAP
4ICK, 3 COAT CEMENT
STER
AL LATH
' WRB t TAPE OVER
)F/WALL SCREED
5' 'L' TYPE CONTINUOUS
V. METAL FLASHING
L TO ROOF DECK, NOT
L SHEATHING)
' SHINGLE - DO NOT NAIL,
BALL WITH ROOF CEMENT
sIGLE ROOFING
"L" FLASHING
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
F OR LESS PIPE —
PENETRATION NYC
CUT AND OVERLAP ONE SIDE CF�
SELF -ADHERING MEMBRANE
FLASHING
STEP '1
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
ME��
6.
J
6'x6'SELF-ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EMEND ONTO PIPE
——CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
STEP n FLASHING
U RIS LAYER n,
STUCCO WRAP
LLWRIS LAYER 2, FORTIFIBER
— MEi�%I LA fN �R
---SELF-ADHERING MEMBRANE
FLASNINY OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVEDHOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4- SELF -ADHERING MEMBRANE
FLASHING OVER D APPROVE
HOUSE WRAP.
FLASWW TO EXTEND ONTO PIPE
%' CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
C.v. FINISH (SEE TYP WALL SECTION)
SECTION PER FBC RM.&01
Exleria lathing ana plaeteallg
Exterior use a portiaM cement plaster
shall —ply vAth the ap0, n
nowt anerw of ASTM C B2&11A
Installation of exterior lathing and framing
n_ shefl mangy xMh ASTM C 10fi3-71A
Iffi ,AVI
INI
DRAINAC3E PLANE (UJR5
LAYER *'I, STUCCO WRAP)
WRS LAYER #2 (FORTIFIBER-
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO r
WOOD SHEATHING �
SELF-ADHESIVE FLASHING - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.ro.1 / ASTM C-04-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R C R I T E C T S
5
Design
Group.nc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abclesigngroup.00m
AA #: 0003325
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LOT 1
BLKK 2
04128 000-01002
MODEL&
4EBB
"1828- CALI"
GARAGE 9WINC3:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT:
STATE CV- FLOMA
� T 2 g'
II
DHMWT
AATM 10/21/16
9CAL M 1/4"=1'-0"
8191c=
HAI
�=7•Gi3�-T7 7�7
BACKER ROD
WRB LAYER w,
STUCCO WRAP
INSTALL W SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I, BOTTOM, 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO 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,Ya' CAULKING a JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathingand plastering
Exterior use of Portland cement plaster
shall comply with the application
requirements of ASTM C 926-11A.
Installation of exterior lathing and framing �
shall comply with ASTM C 1063-11 A.
HOODED VENT
X"
X.1 A' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER-,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
8' CMU VINYL CASING HEAD
{ W RAISED BAND
75' TO i' MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
�C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
o l b,
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO E_ ' ,
WOOD SHEATHING �lT�TlT/TllTl�
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R'103,6,1 / ASTM C-04-1-12, MIN, 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METEf
VERIFY LO
STUCCO
FINISH
G' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT m
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
1
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUR SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
A-�ENT PENETRATION
U SCALE: N.T.S.
HIGH V m=G_CIYC
STUCCO SCRATCH COAT
d 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I 1
— I
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CONSTRUCTION
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
g' THICK, 3 COAT CEMENT
PLASTER
'/a' TO %' MID -WALL
WEEP SCREED
pro SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
UA HORIZONTAL WEEP SCREED
(FRAME TO FRAME
ELEC. METER FIELD
VERIFY LOCATION
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
�R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D,
FELT-PROVI�
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD (f
CONSTRUCTION
8 Cm
c
WOOD SHEATHING
WRB LAYER •1,
STUCCO WRAP
'WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
-'I/S' TEXTIURED
FINISH s WOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER • l' O.C. MAX
_ V TO V MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
FINISH s MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK
STEP #3
L a.
i
WRB LAYER •I,
STUCCO WRAP
CUT 'X' INTO
,
SELF -ADHERING
MEMBRANE FLASHING
-
I
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
MI
5TEP
#2
WRB LAYER "I,
STUCCO WRAP
APPLY 60MIN
SELF -ADHERING
GRADE "D' FELT
MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER "2, FORTIF15ER
BUILDING PAPER
5TEP
#4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
l
5TEP *5 5TEfi #(o
(�) ELECTRICAL RECEPTACLE
A R C H I T E C T S
6
Design
Grou .!_
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.com
AA lh. 0003325
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SILVERADO
LOT 1
BLK 2
PROJECT
04128.07-01002
MODEIc
4EBB
1828- CALI"
GARAGE !JIVING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
0,1
ARCHITECT
STATE OF FLORDA
PRMT
DATM. 10/21/16
SCAZE: 1/4"=1'—O"
$zZZIM
A2
WOOD
WOOD
CONSTRUCTION
V HAT CHANNEL
WA/e' TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER'I,
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 7,
STUCCO WRAP _
AMICO AM66-WFWC-1W
CUSTOM CASING BEAD
- WRB LAYER -4,
STUCCO WRAP
- WRB LAYER *2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
- 6' 5AF. ® TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
_ 4' POSITIVE DRAIN
WEEP SCREED
6' SELF-ADHEREING
FLASHNG WRAPPED
{{{{
• TOP OF WEEP SCREED
O SHEATHING BELOWR
\
WRB LAYER -1,
I
STUCCO WRAP
�
—4--
WRB LAYER 2, FORTIFIB
BUILDING PAPER
i
6' SELF- ADHEREING
FLASHING WRAPPED
e CORNER OF CANTILEVER
4'
POSITIVE DRAIN
r WEEP
SCREED
NO GAP IN FIELD —�
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR CASING
l0A BEAD DTL.CR? CANT.
SCALE: 1 I/2'.I'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R703./0.1 / ASTM C-84-1-12, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
4 RESILIENT
AT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING L NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR DRIP EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING
WOOD CONSTRUCITON
RESISTIVE
M
RESISTIVE
2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
NEADER/BEAM
VINYLVIYL CORP. 44•
POSITIVE DRAIN
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING -A,
PRE-ENG'D TRUSS
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER 2 f
I• THICK 3 COAT CEMENT) V RIES
PLASTER
METAL LATH
WOOD SHEATHING
EXTERIOR GRADE
DRY WALL
4' POSITIVE DRAIN --- THICK, 3 COAT CEME
WEEP SCREED PLASTER
VINYL CORNER BEAD
NO GAP IN FIELD VINYL CA51NG BEAD
(SHOWN FOR CLARIFICATION OF - --
SEPARATE ACCESSORIES ONLY)
@CAN�TILEVER DRIP
EDGE
I' it I'r lu
DRAINAGE PLANE (WRB
LATER #I, STUCCO WRAP)
WR5 LAYER #2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH X—X—X—X
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING —
FINISH LAYER (2 LAYER
PEEL t STICK)
6' PEEL t
STICK ®DRIP
EDGE TO
DECK
I Y,'XI %' P.T. OR SIMULATED
WOOD (TREX) FILLER, /
CONTINUOUS �/
WATER PROOFING lot '
LAYER (2 LAYER PEEL t\
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
I
6' PEEL 4 STICK e \
DRIP EDGE TO DECK--\ 1
I Yz'XI °/% P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS
Y% GAP FOR BACnE
ROD t SEALANT
FINISH LAYER (2 LAYER
PEEL t STICK)
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER '
VINYL CORNER BEAD
VINYL CASING —�
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, �' MIN.
SPACE FROM DRIP
FACE TO TREX
Y% GAP FOR BACKER
ROD t SEALANT
VINYL CASING BEAD
00 WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 2
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
I SEALANT, K' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 2
4' POSITIVE DRAIN
WEEP SCREED
(5140ILN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMBER
g' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
l" O.C. MAX.
WRB LAYER 0,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER "2, FORTIRBER
BUILDING PAPER
14A CORNER BEAD C FRAME
1 4
\ / 2 1,11
CORNER BEAD
(FASTENER 4 SPACING -m -1" O.G.)
CMU
5/5' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD � BLOCK
Y% GAP FOR BACKER 11�
ROD t SEALANT l
VINYLCASING BEAD
X'
WATER PROOFING lot
LAYER (2 LAYER PEEL
t STICK) ...,.,.a.a.,.
PEEL t
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
7LUMN SHEATHING
:ATHER RESISTIVE
ARRIER -1
=ATHER RESISTIVE
ARRIER 2
SAP. ,
-EEL t STICK
1 Xi x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
1 V X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, )J' MIN.
SPACE FROM DRIP
FACE TO TREX WEATHER RESISTIVE
BARRIER 'I
j WE RESISTIVE
BARRIER �1
EXTERIOR COLUMN
COLUMN SHEATHING
I )Q'XI )9' P.T. OR SIMULATED 1�
WOOD (TREX) FILLER, l
CONTINUOUS
Y% GAP FOR SEALANT
OPT BACKER ROD
W 5AF
1 Xi x3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
I ' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, J * MIN -
SPACE FROM DRIP
MODIFIED 90
WATER Plet ROOFING
LAYER (2 LAYER PEEL t
3/4 RESILIENT
I STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING HEAD
CANTILEVER
THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED t PAINTED
WOOD SHEATHING
FINISH —
THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
NO GAP IN FIELD
VINYL COWER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CA$I_ EAG�@ AD
SEPARATE ACCESSORIES ONLY
1—HOUR
BALCONY DRIP
11C EDGE INSTALLATION
0 COLUMN
(W/"T"
TaT ACT-TTTIT("_l
WRB LAYER -2, FORTIFIBER
BUILDING PAPER -,,
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
�o'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
1xi I WRB LAYER •I,
f STUCCO WRAP
k
WRB LAYER 02, FORTIFIBER
I ,
BUILDING PAPER
'
METAL LATH
8THICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
PLASTER
CLARITY)
WRB LAYER 12, FORTIFIBER
BUILDING PAPER—_
METAL LATH
THICK, 3 COAT CEr
PLASTER
ro"SELF-ADHERING
FLASHING
DRIP GAP _
WINDOW FLANGE
155 CASING BEAD C) WINDOW
(FRAME, NO BAND)
BAND)
A R C H I T E C T S
Des�n
G2 Ene.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 41. 0003325
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SILVERADO
LOT 1
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PROJECT
04128.001-01002
MODRU
4EBB
111828— CALI"
GARAGE SWING. -
RIGHT
PAGE
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCF RTECT
STATE OF FLORIDA
DATM 10/21/16
SCALE: 1 /4"=1' - 0"
Sze
A3
A R C N I T E C T S
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER -2, FORTINBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6"SELF-ADHERING-
FLASHING
vINYAL ANGLED
CASING BEAD �
DRIP CAP -
WINDOW FLANGE
WOOD SHEATHING
"
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
I
(__
EXPLODED
vIEW FOR
�° THICK, 3 COAT CEMENT
PLASTER
CLARITY)
ER -1, 'I
WRAP %%.::, -' \
ANGLED
BEAD ¢'r
12, FORTIFIBER
NG PAPER
3 COAT CEMENT
ADHERING y. J
DRIP CAP '
WINDOW FLANGE
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
g" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
WRB LAY
STUCCO
vINYAL
LAY
CA
WRB LA
BUILD
METAL L
J' THICK,
PLASTER
6'SELF-
FLASHIIN
IX TRIM MEMBER
,w STUCCO TO —
SIDING TRANSITION
SIDING
WOOD SHEATHING
Y,' GAP *YP r-
CASING BEAD
TO TR "'
----- ------------------------------------------- -
THICK, 3 COAT CEMENT _ g THICK, 3 COAT CEMENT
PLASTER PLASTER
METAL LATH SEALANT -----� --
METAL LATH
WRB LAYER "2, FORTINBER f 11
BUILDING PAPER
WOOD SHEATHING I '
WINDOW FRAME ...._1 .(
WRB LAYER "2 FORTIFIBER
WRB LAYER "I, �- WRB LAYER "I,
STUCCO WRAP STUCCO WRAP
CASING BEAD
6' SELF- ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRUCTION
BEYOND
WOOD SHEATHING
WEATHER RESISTIVE—\
BARRIER 1
UEATHER RESISTIVE
BARRIER -2
'REVEAL LAP 91DING�
6' SELF -ADHERING
FLASHING
STARTER STRIP
D00 NOTCAULKOR
GALV'D METAL
Z' FLASHING /�
I i" X 6' SIMULATED)
I`
SELFADHERING
(LASHING
WEATHER RESISTIVE
BARRIER 1
UEATWER RESISTIVE
BARRIER 2
�j b' SELF -ADHERING
FLASHING
GALv'D METAL
Z' FLASHUJG
DO NOT CAULK OR
BEAL OPENING
U11)OD TRIM MEMBER : \
STUCCO CASMG �!"
V X 6' SIMULATED
WOOD TRIM MEMBER
_ \ SEAL GAP W/CAULKING
/ OR APf (ROVED SEALANT
\`
MEMO CASING
SIDING TO STUCCO
C3 BLOCK TO FRAME
19 TRANSITION —
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ,4STM C-841-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LAYER #I, �CDONaTRJCTIGN
WIOOD SHEATHING—
STUCCO WRAP UIEATHER RESISTIVE —
BARRIER 1
fj ! WEATHER RESISTIVE—
(� ! B3�ARRIER 2
WRB LAYER I.S. FORTIFIBER G6 XREVEAL�SIDING
1 BUILDING PAPER FLASHING
b'SELF-ADHERING —
METAL LATH STARTERSTRIP—
I
1 DO NOT CAULK OR—
�" THICK, 3 COAT CEMENT SEAL OPENING
(EXPLODED 6 GALV'DMETAL
—
VIEW FOR PLASTER 'Z'FLASHING
CLARITY) WOODbTR M MEMBER
CASING BEAD C RAISED
(17A BAND ( FRAME)
SCALE: 1 1/2'=i'-�"
(W/%'FLEXIBLE PVC
BACKER ROD)
b' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
b- OF -Z'Z'
I I I
.----_-------_......----�_...-_-_..._ —
____- BUILDING PAPER
)4�
E-Z BEAD VINYL CASING I
--- (W/3/a' FLEXIBLE PVC BACKER ROD)
I
I` 2X FRAMING --
MEMBER
--------------
---------------------------------
SEALANT
I
I
I
WINDOW FRAME
I
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------
i--
,4 GAP TYP
CASING BEAD
TO LUNDCLU
-----------------------------------
-- g' THICK, 3 COAT CEMENT
PLASTER
----METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
I
--- 6" WIDE PEEL 4 STICK I
OVER FLANGE
WINDOW FLANGE
— E-Z BEAD VINYL CASING
2X FRAMING -- (W/%' FLEXIBLE PVC BACKER ROD)
MEMBER APPLY FULL BED OF SEALANT BETWEEN '
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
IIEAT14ER 61 MIN
RESISTIVE
\ BARRIER 1 TO LAP / \
\\ 01 .,. FLASHINCs� 1 /l A. \\I
�...ER RESISTIVE
\ / BARRIER 1
WEATHER RESISTIVE
/ BARRIER 2
/
DO NOT CAULK OR
SEAL OF'ENMG
RESISTIVE
1 TO LAP
SOVE TOP
SHIN.
' X b' SIMULATED
)OD TRIM MEMBER
WEATHER RESISTIVE
BARRIER 1
E-2 BEAD VINYL CASING
(Wl%' FLEXIBLE PVG
BACKER ROD)
SIDING TO STUCCO \—WEATHER RESISTIVE
® FRAME TO FRAME BARRER2
19 TRANSITION
CASINGB `AD WINDOW Ej
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO__ `._ —: _1
WOOD SHEATHING �II.11_7Z A
SELF-ADHESIVE FLASHING
Design
Grou .!.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abde igngroup.com
AA #: 0003325
CASING BEAD C RAISED
(17A BAND ( FRAME)
SCALE: 1 1/2'=i'-�"
(W/%'FLEXIBLE PVC
BACKER ROD)
b' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
b- OF -Z'Z'
I I I
.----_-------_......----�_...-_-_..._ —
____- BUILDING PAPER
)4�
E-Z BEAD VINYL CASING I
--- (W/3/a' FLEXIBLE PVC BACKER ROD)
I
I` 2X FRAMING --
MEMBER
--------------
---------------------------------
SEALANT
I
I
I
WINDOW FRAME
I
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------
i--
,4 GAP TYP
CASING BEAD
TO LUNDCLU
-----------------------------------
-- g' THICK, 3 COAT CEMENT
PLASTER
----METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
I
--- 6" WIDE PEEL 4 STICK I
OVER FLANGE
WINDOW FLANGE
— E-Z BEAD VINYL CASING
2X FRAMING -- (W/%' FLEXIBLE PVC BACKER ROD)
MEMBER APPLY FULL BED OF SEALANT BETWEEN '
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
IIEAT14ER 61 MIN
RESISTIVE
\ BARRIER 1 TO LAP / \
\\ 01 .,. FLASHINCs� 1 /l A. \\I
�...ER RESISTIVE
\ / BARRIER 1
WEATHER RESISTIVE
/ BARRIER 2
/
DO NOT CAULK OR
SEAL OF'ENMG
RESISTIVE
1 TO LAP
SOVE TOP
SHIN.
' X b' SIMULATED
)OD TRIM MEMBER
WEATHER RESISTIVE
BARRIER 1
E-2 BEAD VINYL CASING
(Wl%' FLEXIBLE PVG
BACKER ROD)
SIDING TO STUCCO \—WEATHER RESISTIVE
® FRAME TO FRAME BARRER2
19 TRANSITION
CASINGB `AD WINDOW Ej
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO__ `._ —: _1
WOOD SHEATHING �II.11_7Z A
SELF-ADHESIVE FLASHING
Design
Grou .!.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abde igngroup.com
AA #: 0003325
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04128.000-01002
MODEL:
4EBB
"1828-CALI"
CARA030 E 'WMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
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SCALE1/4=f— 0
8ETEA4�
"
CUT HOUSEWR,
AT 45' ANGLE
MODIFIED '1' CUT
IN HOU5EWRAP
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
I' BELOW 61
FLEXIBLE F
DO NOT SE
FIN
I
w I
STEP I
TEMPORARILY
FOLD -UP 4 SEC
HCUSEWR.4P (01
TUCK FLAP UND
at HEAD
FOLD HOUSED
IN AT JAMBS 4
SLOPE SILL R.
'INSTALL 6'
SELF_ ADHERING
=LA5HING OVER
VINYL HEAD
=LASHING (WITH END
DAMS) NAILING
FLANGE
EXTEND _
SELF -ADHERING
LASHING I' MIN
BEYOND JAMB
=LASHING
NSTALL VINYL DRIF
CAP
STEP 7
�I
'I'
MIN
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TH
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
APPLY %' NOM.-
:ONTIN000S BEAD
)F SEALANT AT
AMISS AND HEAD of
4PPLY TO BACK OF
IINDCW NAILING
LANGE IN LINE W/
'RE -PUNCHED
IDLES OR SLOTS.
VIDE ADHESIVE -
EXIBLE FLASHING
AVER DRIP CAP
'ECTO-WRAP
EQUIV)
WINDOW FLASI-IING-
INSTALLATION DETAILS
( FULL WRAP)
O SCALE: NT5
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCI
-APPLY
- MEMBRANE
FLASHING
OVER JOINT
NOTE
I. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
III
HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
Y. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
SEALANTS MAY REACT ADVERSELY IF NOT
I�
I
LWARDING
COMPATIBLE.
-
1,
\J
iNOTE
1
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
I
1
— —
REPSHOWN SHALL E
IMPLEMENTEDAIRSHEMS
A WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
ININTERIOR PERIMETER OF WINDOW WITHSEALANT
JJi
(Z
A R C H I T E C T S
6
„Design
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA N: 0003325
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04128.000-01002
HODEI9
4EBB
"1828-CALI"
GARAGE SWING.
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHMECT
STATE OF FLORIDA
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10/21/16: 1/4"=1'-0"
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