HomeMy WebLinkAbout36146 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
BY:
4E OUB
2432—PUALEN99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN
CRITERIA:
ABBREVIATIONS
• FLORIDA BUILDING CODE, RESIDENTIAL,
ABV.
ABOVE
LAV
LAVATORY
5TH EDITION (2014)
A/C
AM CONDITIONING
LOW.
LUMINOUS
• ALL LOCAL AND STATE
CODES
AD2.
ALT.
ADJUSTABLE
ALTERNATE
M.G.
MFR.
MEDICINE CABINET
MANUFACTURER
AMP.
AMPERAGE
MIN.
IINIMUY
• OCCUPANCY
- RESIDENTIAL, GROUP R3
BD.
BOARD
MID.
MOUNTED
CONSTRUCTION TYPE
- VB
CL
CAB.
C
CENTER• DUNE
CABINET
CABINET
�`
N.T.S.
NETS
NOT TO SCALE
• MIN. INTERIOR FINISH
- CLASS B
CE
CEILING
D.C.
ON CENTER
•BASIC WIND SPEED
- Vult=150 MPH
CLR.
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
Vasd=116 MPH
CPT.
CARPET
PH.
PHONE
•EXPOSURE
- B
C.T.
CERAMIC ME
PLT.
PLATE
•1-STORY RESIDENCE
-
D.
DRYER
PLYWD.
PLYWOOD
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
DIN"
D.C.
DOUBLEP
DUAL GLAZED
PR
P.T
P.T.
PRESSURE TREAT®
AND STATE CODES
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
BAD.
RADIUS
DISP.
DISPOSAL
RA.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
Si).
SMOKE DETECTOR
D.V.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEVA.
EACH
ELEVATION
SETT.
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC.'S
EQ.
EYH.
EQUAL
EXHAUST
SHWR.
SIN.
SHOWER
SORIAR
Mr.
EXTERIOR
SL
SLIDING
F.G./PX .
FDED GLASS
SL. GL
SLIDING GLASS
P.G.
FUEL GAS
STD.
STANDARD
15T FLIP, LIVING
1019 SQ. FT.
FAIR'
CDR
3IM
SHEAR WALL
SECTION
2NO FLR LIVING
1413 SQ. FT.
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPM GLASS
TOTAL LIvM
2432 SQ_ FT.
M.
FOOTING
THE.
THICK
GARAGE
5Q. FT
CA.
GAUGE
T.O.C.
TOP OF CURE
PORCH
l
5-1 SQ. FT..
GAR.
CAR. DISP.
GARAGE
GARBAGE DISPOSAL
T.O.P.
T.O.S.
TOP OF PLATE
TOP OF SLAB
C.P.I.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
TOTAL
2951 SQ. FT,
INTERRUPTER
U.N.O.
UNLESS NOTED
10'XS' PATIO
w SQ. FT.
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
VP.
VAPOR PROOF
H.B.
HOSE NIB
W.
WASHER
H.C.
HOLLOW CORE
if/
WITH
NOR.
HKADER
WD.
WOOD
HOT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W1.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
-pecr
R�U
[L ,��re
V1 `�
SHEET N
411
lI,
or
8 °fib/V",°CEs
INDEX OF DRAWINGS
DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG I -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG IB-LINTEL SCHEDULE (CAST-CRETE)
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4D-FRONT & REAR ELEVATION "D"
PG 5D-LEFT & RIGHT ELEVATION "D"
PG 4D.1-WALL ASSEMBLY ELEVATION "D"
PG 5D.1-WALL ASSEMBLY ELEVATION "D"
PG 6-FLOOR FRAMING PLAN
PG 7-ROOF FRAMING PLAN
PG 7.1-CONNECTOR SCHEDULE
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG 10-FIRST FLOOR MECHANICAL PLAN
PG I1-SECOND FLOOR MECHANICAL PLAN
PG Dl-FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-1-STORY WALL SECTIONS & NOTES
PG D4-2-STORY WALL SECTIONS
PG D4.1-2-STORY WALL SECTIONS
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
A R C N I T E C T E
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2, THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
` A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
11. ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
- IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 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)
II, CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
11. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS 30.18
V. RISK CATEGORY II
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
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 60/6 AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-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 P" 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 & R80Z1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 112' COX 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" COX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 5301 ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500
PSI.
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
CONSTRUCTION.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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 SIN 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 3181NCH 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 cues i oc i ineircn Tn wan -An of i is I- i Wen Wool orrinuc cues i oo i IRA- m i wen
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 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 Y-W.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR 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 I Y.,
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:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/:" 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
CVTCDIAD clula ce
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 112" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07115/15
A R C H IT EC T S
6
Design
Group"
12.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT #16
BLK #1
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04128.000-16001
MODEL,
4EGB
"GALEN"
GARAGE M'WMG:
RIGHT
PAGE:
GENERAL
NOTES
150 MPH EXP. B
ARCHITECT'
STATE OF FLOFVDA
DAN. 11/07/16
BCA=: 1 /4"=1' - O"
8*1mw
G1V
24'X24'XI2'—
CONC. PAD
W/31 BARS
E.W. ON
CHAIRS MIN.
3' COVER
(2 TYP.)
I. 12'-3" Im'-m" 16'-5" I.
— —
T— — —
c0
ZILs
IILLLI I
I pw I I' PVC--rI
L — J CHASE 2x6 II
TO WALL =
ISLAND lr r/r1
■ I U
4'
m�O
s��' 3 1/2'
-0
13
DI
g
DI
■
�
■
■ ■
`■�
TYP.
E
EMEND 10
LAB 1 1/2. DI
�■
DI
0'-0' ELEV.
— 4- GONG, REINF. W/ 6-x6'
FIN. CONC. SLAB
WIAXWIA WWM ON 6-MIL POLY- .
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL 9
TERMITE TREATMENT SHALL BE
BORA-CARE —�
29'-9"
■
,
STUB UP
TO 2ND FLR
FED' \� 1
SINK \g
DI
SLAB 1 1/2'
ro�
6B
B
DI
FIINN. CONCESLAB
i
SLAB EI
■
■ ■■
3 1/2'
13_-4°
4CCt�C
SLAB'
i
u
�
X48'XI2' CONC.
13
PAD W/3-*5 BARS
DI
ONE WAY 6 5-"5 I
BARS OPP. WAY
ON CHAIRS MIN. 3' I
COVER
■
4' PVC DI
20'-I0' CHASE
4' ONC.
LAB
---
--
_ -I
--
He
20'-a'
(CONDO
I_,
BOLLARD
AS REQ.
II
�1
JIi
N PER BLDG.
CODE
3 -0'
4
■
30' GONG.
`fl
I
?U O 0
PAD /3-W/3-2'
9 BARS
m 4 c0
E.W. ON CHAIRS =
Q p-
MIN. 3' COVER
I
24'X24'XI2' CONC.
r
■ p W U
- PAD W/3-9 BARS
--- - -
W d) U
EAU. ON CHAIRS
L
■ w U 6
MIN. 3' COVER
0
SA
DI
51/2• �0
J
r
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATION$ AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R31I3.1 OF THE FBCR 5TH
EDITION (2014)
2' VTR
i
�12;
1 I/2'� WASHER �2. iC
I 2 2- i LAVI
2' VTR
I ��\
2,� I�
01
PED.
SINK
2' VTR
-
,v y-1 1/2'
1 1/2'*-- I
r- 2'JLAV
3 WC
1/2' y I 2'
TUB4II 2'
KITCHEN
J SINK W/
AUTO VENT
CO
TO
MAIN
PLUMBING RISER
DIAGRAM
ro
ro
v
SECURE STRAP TO
UNIT W/ (2) -Sx1 1/4
A/C
SHT MTL SCREWS
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC
CONC. W/ (2)-3/16'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD B 12' FROM STRUCTURE
ARCHITECT S
Design
Grou ln..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abdesigngroupxom
AA t 0003325
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#16
#1
mj 000-16001
MODEL:
4EGB
"GALEN"
GARAGE D'FrMG:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. D
ARCHITECT -
STATE N-1
OF FLOPoDA
,TE
q1-`P,
Dnom
11/07/16
BC.%=: 1 /4'° =1'- 0"
EIi�ET
1
-1 24'
_ 24 I
� 4 �
I'
V
11 el i
� M
N
- ___._
it
I �
13 m --7r Ni
_ 1
S _
i
,2 _4.
DOWEL PLAN
A R C N 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.abdesigngroup.c
AA N: 0003325
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SILVERADO
LOT #16
BLK #1
04128 000-16001
1[OD�Ls
4EGB
"GALEN"
CARAOE SWMG:
RIGHT
PAG M
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT
SQTATE OF FLOPoDA
J n
DP 'M 11/07/16
9CALM 1/4"=1'-0"
82130M
1A
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
ieFN2
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
a
LENGTH
BUB
eFse
rw-e
wb-e
a -e
PfECA$T
2231
9mi8
4bm5
61D
1541
e914
10914 IDbB
3'-b' (42') PRECAST
2231
9mil
seal
!ln
46e6
e !
IID
bbmt
Till
ems.
elH
yams leesl
De}t Imme
W-0' (48') PRECAST
Ail
2151
seem
4e9m
I
Test eml
gbh
]ev
46be
ero
t54,
s9,4
tes9t neb9
4'-6' (54.) PlaeECAST
Pv99
�'l
]le
4s,s
2ml
Im
3A9
1541
N,6
94e0 i]t4
5'-4' (64'JPRECAST
1211
m4l
H.ee
19l0
]360
llt9
lbe6
4149
ras
lmee
alas
Tss
,
ew
5'-10'<l0') F'RECA6T
1062
ties
ns
rN
]m' m
mAS
smm9
lt10
Hal
xr22
+lam
,DI
cox
PRECAST
We
nm
Um
21T
xm
9b0
l4em
-1
5MI
9,m1
4l53
m4
Dbl
Nn
(WO)PRECAST
143
ell
sl
n»
nM
»!2
-I
}]b5
sass
Biel
3.
As.
W-4' (1129 PRECAST
.
ill
,e2
I-
rM
M64
!4m
xem
!!m2
I0'-6Y126')PRECAST
415
D!D
eeb
W1
}ma
]ln
aDs
]esi
64,1,
r82
b!!
]03!
21N
!64
41e/
11'-4' (MV)PRECAST
362
bY2
9tl
ail
rti
24.
9n1
40pi
bN
9M
let(•
242A
N2'1
4mei
12'-0'044')F4WCAST
33l
S4m
al3
Ws4
DD4
]w
]see
m61
240
b'13
n«
Mb
the
tnme
9De]
13'-4' (W O'.FFECAST
256
Al'
/ll
,ss
lsb
Im18
14»
1428
rsD
ree
»r
»r
ae5s
2u3
14--0'CWS')PRECAeT
21S
4]4
tmi
Ie1b2
Dee
r91
xm
26lb
442
lmb
IOiD]
LV6
li9l
2nt
1630
14'-6'(Ilb'J flffbne
NP-
48e
lee
D,m
ISmJ
22,s
»n
no
MpEbTI!
NP
H2
-
-
-
NR
-
4n
,e
nsm
n9s
2mse
»]m
MD
I1'-4• (20W)Fr€aTID
NP-
Ne
Ne
Ne
Na
ra.
ae
NR
xme
eel
eem
Dxb
r09
D49
1m4,
19'-4'(292')r'�eTla
NR
Nc
Fst
Na
4m
,am
es,
tin
De
-
BH22'-OY264')r'IEsns
"IsIsm"Is
aftaftj-
24'-0T2ft-)-one
Np-
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
�/IeFGMeD
SAFE LOAD - POUNDS PER LINEAR FOOT
TTpE
LENGTH
i R
sn-n
ePb-rt
Nn0-IT
M-
rt»-17
eP.2-n
N.V
eFn-2T
..-2T
L-
4-2T
-n
s]-2T
3'-b' (42') FiE£CAST
D69
MSS
%24
499t
e 3
6.2
14MI
609
sb24
HLI
bD2
TmN
4'-O' (46') PRECAST
!
Is4D
30i0
m6
4!,-
e!»
i018
D03
2-
-
mD
N,m
Ism
iml9
PRECAST
nm'1
ld0
2-
-
-
4111
bill
time
]lbl
l316
4,11
9919
5'-4' (64') PRECAST
10r
nD
less
3999
99i1
49]l
mr
nD
0,i
taco
3999
l961
49]]
V-10'00') I -RECAST
!
9]S
1
2~1
2m
1 sw
I m..
I Am i
b'-6.OV) PRECAST
sm
I4m
Val
69e
Hm1
]aM
!]bl
s
l'•6' (9O')PRECAST
let
r]
]
u
,21
nM
1 r}4
}cop
2-
}ell
9}2e
9'-4- (1129 PRECAST
5N
26
5ll
2
11Dm
.41
Bbl
Ms
u.
10'-b'(12691-RECAST
s!m
a
ale
ImD
-6
n
-1
Saco
695
11 mlm
H,l
His
2mm
-s
ll'-4' (1369PRECAST
414
Im!
m
Dm
`"
494
lml
colt
r43
--
2rl
D'-0-(144•)PRECAST
4,4,
124
See
16!
lab
Ism10
Saco
Del
m
2ml
13'-4•(WO-PR
li4
IMi
cots
4}e
4im
leD
iECAST
DS
H
14'-O'(168')FTECA6T
!ea
!se
r}4
e
41e
In
!
mml
14'-D'(Il6')PIaEBM
2s
246
se4
D9D
bib
66!
il]
9l/
Db
IDI
n
15'-4' (164-) FlsE9
D
n
m
23m2]4
9ie
br
n
Il'•4' (20S'FIaBtI6eeE
Dl
nL
Ms
9m6
50i
s2
l40
Te6
nil
Hl9
g'-{'(232')PRHetpemF
b2
1.
318
441
.1
«l
l4l
21'-4- (266•r-e
bi
269
4M
62s
«I
Hl
!V
esl
l21
22'-O'(264')FiEeTI!
�
Dl
Mel
}23
]e9
3Be
!l9
eD
4N
5N
ei
i
99e
24'-0Y288')FIEeTR
n4
n4
n9
x l
!D
4r
44
1
e
SAFE GRAVITY LOADS FOR 8" PRECAST W 2" RECESS DOOR U-LINTELS
�f1a7-�en
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
Blar
M sass s,Fm- s,rr- >b
4'-4' M25) PRECAST
r!e
nsl !!se sxeb 49I9 D121 ,sb,
DN �__ btbb bi9l emem till Imele
4'-6' (54') PRECAST
u9t
Dv smis zeta 3lee 4l/b 5924 904
Hsi xl9 stab rbs9 amb0 94,9 tee9e
S'-6' (68'1 F'I�CA6T
>IW nu nr I2„ 7a» l4ml !'sii
ebb
ei, x4N Ai, i!m ,9n 9ez
W-10-el0')PTECAST
B10
em rss limb 2- ae43 sru e,mm
me Mt]
(80')PRECABT
l9l
901 le]9 1120 SO4e 1 1141 St4e m0
Sml Dag Ntm 6m4D 1918 94,8
l'-b'!90')PREf:A9T
6y
l55 1I90 2.__ 3Tr Is- 1299 bias
x4s9 snr e14s
9'-8' (IW') PRECAST
4e
46i 9!9 Die z»9 w6 4m91 !Hi
bah 999 Die Y159 !Ito -
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
�Isr'GNw
SAFE LOAD - POUNDS PER LINEAR FOOT
TTI'E
LENGTH
elFs
rt
ssw-rt
saw
.vn-rr
ns.b-
n
ewu-n
asset
wn-n
wr-
was
4'-4' (52') PRECAST
90�n
ri0
2-
1sOBi
9lbl
4446
9Hb
9A
It63
2962
smeb
-1
4449
9H0
4'-1' (54'7 PRECAST
as,
16mt
]]u
]s»
siml
4zn
49as
e6l
limt
2TI]
19e9
3bm1
tlla
494.
5'-8' (68'1 PREC49T
nil
rxn
lszi
seta
!lu
c»
A
LM9
n91
2.26
]eel
9SN
3NI
5'-10100') FTECA6T
668
Imn
n/6
2-
m3
2-
096
n99
-
2-
]ll!
9]e6
trio
6'-6' (B0')PRECASI
9,b
921r
D!m
Beet
]
9lm
Id%W
IMV
Milo
]4M
]eT9
3!]9
1'-6' (90')PRECA9T
Bmi
l42
19«
nb
2
bmi
I e9e
D64
M5
2rb
-1
]9N
9'-S- (lib') PRECAST
9m
M
ntx
2
slD
660
rV
coal
nN
]br
t}H
4^=64^111111M LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
I1'-4'
BF28-I5/IT
L 2
4'-6'
BFI6-0SAT
L 3
1'-6'
OF24-IBAT
L 4
1'-6'
BFI6-I8/IT
L 5
4'-6'
SFS-IB/IT
e ' I TO LT
L l
5'-4-
SFI2-0B/IT
L S
'3'-4'
SFI2-85AT
L 9
5'-10'
BF12-IB/IT
L-1
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED
WITH LINTELS FROM ANOTHER MANUFACTURER
AS LONG AS THE LNTELS ARE OF EQUIVALENT
OR GREATER CAPACITY THAN THE VALUES STATED
A N C N I T E C T $
6
Design
Gisoupo-.2.
kll N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.a bdesigngmup.com
AA #: 0003325
F
W
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V
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0
F
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ElLTHDIV. tk LOT
SILVERADO
LOT #16
BLK #1
PROJECT
04128.000-16001
MODEis
4EGB
"GALEN"
GARAGE El11MG:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
ARCHITECT]
STATE OF FLOPoDA
MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES l�D "Al,D ` -` AR NO 93723 -' J s Dare toed rotNq be.ed on .euonel d..lgn enely.l. pw y . I TYPE DESIGNATION nag ru Iffa'D
1. f e 8' pr.caet INMM 46tL0 pal I. Rovid. lull nwtar bW end h.ld 1oIMw ACI 3D and ACT 5" �° I. All vehm be.ed - nInHfal 4 Hril 1. Por coflpoelt. IVxwl hol not .haul. I•IR' CLEAI¢
7. f c prMv..sed IIMaI • 6m2W pH 1. &sate nll.d IIM.Ie as f.yuM1md. Im, the ezlwflor evfeu of IlrHel. In.talled In wnerla concrete neminel beerlIse we safe bed han Hato T heI18FFe .hwn.
3. G- pw AsTm C4T6 re • 3mmm 3. Irotalmllon of IIM61 mat comply with UN erWteetwal a. ells atoll have a coati P stucco clad m accordinu Eauptlon. Safe lads for tnfllled IlMsls must m. Par IMtels lenytYp not ehaun, we safe lad P 'PILLED U2TH CaRatr I u . IAFILLED tt
I w/ -.f- 3/e Ineh and/or Wuctural doaMaaM. m ary w ng o app SEE SAFE LATERAL LOAD los reduced 101. If bear th le flan Hato 1 t th ehosn 3
na with A91M C-296 « otter pprowd COetM1g. TABLES FOR Loan R4T1N(i w9 aYWTITT Q •J REeae AT PRD> 11 0% 16
ggegme t e to II hrJl ehmp A. U-LMtels are marufaetured elth 5 IR' lag notdan It II. Lintels loaded eHwltarieous with waiGl [ It Ise Ubn 6 1!1 IMW. 9 All safe be M unite of pond. Pr Ilneer DOT(Gff Q LafrlL CAVRY CmLL DATE: /
4. C Asa, me wts (C1911 the -6 b eaeomodIt s --I cell r -.I still � >'Y a '� POR EACH ADDITIONAL 1. NA - Not Retell fool
eo'^J PQ Gr 9^l"tl^9 4ollf) and hwlsanal (mtwaN bads ehwd dlaGed RERFORCM CIYJ FULL
A9Tm C9m uNnblmw net arwe 9. RNwwu the CAST-CIffIE Load DNladlon Gaph brodae for the eon6lrad loading with the folloeing equation: Cp1RSE 3. 8afe bed. era eupwspoeed allosabN bad.. m. All sate IoaW based al sleply appartetl a SCALE: 1 /4"=1' - O"
oo.rr-l' • m psI for Imlel dNlctlon OManetlon 4. sal. load. based on gad" 4m -gale loco .pan. Q 1- / - I Q / �'t' T
9. IRA., pr AST'1 A6Pv gads 6m 6. Bottom neld added tabs to be but"d At tM bottan ' : 4.. Held rdaar. IL TM ruNaar In Un t}n perwlLLwl. a_•�,
6. Prestrasl rd AST -16 of 1M IIMeI Cevi Nanlled vwtlul load. ! tilled horizontal lad R' GLR iTP 9. One 1 febar me be subetltuted fa two adiulN 1M awn reduction fa de 40 rig ova pw ty. S 10 y ge 011ANTITY OF 9
g' de 2l0 low rebzelbn 1. l/32' dlemetw sake stlmlpe ere welded to the safe vwuul bed Bel® holzolel bed 9 tabors m e' 1-1. my Held added tabor. I 3 1 OF LINTEL CAv�tt��
I.
Ar pw ASTM C21m tyx m ar s bottom steel for nedan1-1 and'aaag". 12. Addillonel Hterei load It lob <2) 9 IEBAR 6. TFr designer nay evakHie eenewwated Exaeple 1'-6' IIMeI t .e 8F37-B eats L PE6Ne At toP D
m. CA.t-in• mu earcseu m be ided M lu IN%il apse y tin
P y Pfs' s obtasvd by v+e tlwigiw by providing additional relMaced GR.10 w GR60 bads hoe the safe bad tabus by gavity bad . 6417ra2 w/ 15% NOmzaeL HEWFff BOTTOM IffaiOR-aY.
rn Iles of ealaete nesorry utlu. carlaele love the INnal. s.. detail et " ulculeting the -.- re -.9 niee,ela eduetlon.b412 (05) • 5501 plf l-.w I r'1BT'IDED N LNTEL
cony a fit. end .hew .t d-away Iran feu of "pporl. NA'IN"tL UIDTH p, �� aOtu (vAMES)
A R C N I T E C T E
38'-8"
I I I
PATIO
OVERHANG j
0 OF ROOF--
�--asovE
3052-SH 6068 SGD. (2) 3052-SH
b48
7- 2' 2 "I'-4"
2 T- 10'
I
—
O
b0"
II
I
A
GREAT
vl sl
O
HITCHEN z
II
I I
ni
DIN I
e, SOON
CONT.
S
HANDRAIL
-I
42' H. HALF
!
llb48
p
I I
WALL W/ CAP
IN r'-m , 4'_ID"
5�_8.
5'_m"
8'
8'_8' 4'_0.
I' - ID.
51_8.
(OPT. 1
4x6
I REF
I
POST
L--_J
O
DBL.
_
STUD
[STUD
__
,y-
r�
WC. �
!
G.
m
-8' AFF.
(2 TYP.)
0
e
FLEX e ro
J
II v zj
X m
III FOYER
III '-8' cLG.
30(08 W/
4 MT, 36'XIO' TRANS.
(2) 3052-SH ;__4 ' 4
PORCH
8'-8' CLG.
STAIR DATA O HB
16 RISERS O 154'
15 TREADS ® 10'
�GOND.1
BOLLARD
AS REQ.
PER BLDG.
CODE
GARAGE
8'-8' CLG.
--------------------
Al
FIRST 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 S1TE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBER13LASS 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).
EXTERIOR MASONRY
WALL BRIs. HEIGHTS
8'-8' BR's.
LOAD BRG. WALL
UN.O. ON PLANS
SQ.FT.
CALC.S
IST FLR LIVING
1019 SQ. FT.
2NO FLR LIVING
1413 SQ. FT -
TOTAL LIVNG
2432 SQ. FT.
GARAGE
432 50. FT.
PORCH
61 5Q. FT.
TOTAL
2951 SQ. FT.
10'XS' PATIO
80 SQ. FT.
DBL.
TOP
PLATE ej
m'
—�k
®BAR DETAIL
C0IPONBR AND CLADDING
WIND LOADS
BASIC WI D EVORM FORS SECOND
MINI
OPBsim
SIXIAIE
ZONE
1501PHWIND IWU
REIJM
ANDTff
FWAGE
MIN. WINDOW
10
5
24/-33
CRITERIA
EXTERIOR SWING
18
5
23/-31
DR. MIN. CRITERIA
6GD. MIN.
41
5
22/-2S
CRITERIA
16010 O.I-ID.
112
1 5
20A/-22.'l
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT —II,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 5TH ED.
(2014) 612.2 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONR;OL DATE 0710816
WDeslen
PH: 407-774- 078
FAX 407-774. 78
www.abdesigngroup.com
AA #: 0003325
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ARCFMT -
STATE OF FLOMA
0 9 ml1G,
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SCALE: 1 /4"=1'— 0"
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SECOND FLOOR PLAN
NOTE:
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ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND
RETURN AIR GRILLE
CLEAR SPACE BETWEEN THE
JDRAIL AND THE WALL SHALL BE 2 1/4'
JDRAIL 0 36'
HANDRAIL 0 36'
W/ 2X4 R'E_ FORCI
NOTE: v
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH
A DIAMTETER OF 1 94'* 2' OR A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4'
AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'.
EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'.
2. THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF
FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 16018.1 / F.E.C. 2014
@HHANDRAIL DETAIL
SCALP: 3/4 =11 0'
10'-0 3/4' 2ND FIN. FLR.
8'-8' BRG. HGT.
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014).
MIN. 'AD •10' MAX. RI6ER•T
42' H.
3/4' 3/16' MAX. VARIATION IN
RISERS/TRE ADJACENT TO
WALL W/ CAP
EACH OTHER 3/5' MAX.
VARIATION IN ANY
CONT. —..�
RISER/TREAD HANDRAIL
HANDRAIL
CIRCULAR CROSS SECTION
DIA. TO BE 1 3/4' .-1/4' OR
PROVIDE EQUIVALENT
GRASPABILITY WINDERS- MIN.
'�---
6' WIDE s NARROW END MIN. 11'
FROM NARROW
WIDTH • II
END 34' MIN. HANDRAIL W.T.
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(2) LAYERS OF 3/4' PLYWOO
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FLOOR MATERIAL RIPS FOR
SOLID NAILING
SECURE TREADS TO STRINGER-
W/(3)'8 3' SCREWS a EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR 9HEAIHING
/ FLR
3/4' KICK
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PLATE STAIR DATA:
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MIN. 15 TREADS
/ 10'. 1' NOSING
s
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-MA5ON ATTACHED YNAILS I0d \\ STAIR SECTION
MASONRY NAILS 2X4 P.T. 1
SLEEPER INTO
OF EACH END, 32' OZ. MAX.
3/4' TKs SUB FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
A R C N IT E C T S
6
Design
GrouME.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774 6078
FAX 407.774 4078
www.abdesigngroup.com
AA #: 0003325
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LOT #16
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ARCHITECT-.
STATE OF FLOPMA
aP TM 11/07/16
SCALE: 1 /4"=1'- 0"
SHEET
3
A R C H I T E C T S
STD. CALLS - OFF -RIDGE VENTS ONL1
SREA OF ATTIC
= 1486 SO, FT.
VET FREE VENTILATION AREA REQUIRED
= 1/301
QEQUIRED VENTILATION AREA
= 1486/300
4.95
✓ENTILATION AREA X SQ. INCHES PER FT. (144)
71328SO.IN.
MIN. REQUIRED VENTILATION
= .5X 71328
N UPPER PORTION OF ATTIC
= 356.64 SQ. IN.
DFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
356.64 /115
TOTAL#OF VENTS REQUIRED
= 3.101R
TOTAL# OF VENTS PROVIDED
- 4
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
_(EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED)
SHINGLE
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TEXTURED FINISH
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10'-0 3/4' 2ND FIN. FLR. I —_
_—. &'-S' BRG. HGT.
0'-0' FIN. FLR,L
REAR ELEVATION
TEXTURED FINISH
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10'-0 3/4' 2ND FIN. FLR
Jl 8'-8' BIYi_HGT.
0'-0' FIN. FLR_
T/25' THICK, 3 COAT CEMENT
PLASTER OVER GRADE 'D'
FELT PAPER BACK METAL LATH
OVER APPROVED HOUSE WRAP
OR GRADE 'D' FELT PAPER
41x4' GALv. 'L'-TYPE
FLASHING SET IN
ROOFING CEMENT
2x6 LEDGER SECURED
- FIBERGLASS SHINGLES OVER -30
W/ I/4' x 4' LAG BOLT
FELT PAPER ON T/16' OEB.
W/ 2' DIA. WASHER *
SHEATHING OR IR' CDX
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MAIL ISCHEDULE
�12
i -LSU-26
i ----_— 2x6 RAFTERS
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THREADED ROD 24' OL.
2 -m'
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—
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I/2'THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
nR00F @
S.G.D.
�nJ SCALE: 1/2' - 1'-0'
_ D1gesion
PH: 407-774-6078
FAX: 407-774-0078
www.a bdestgngroup.com
AA #: 0003326
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AR NO 93723
DP TW 11/077
SCALE: 1/4"=1'-0"
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OFF RIDGE T
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10'-O 3/4' 2ND FIN. FLR r: 10'-0 3/4' 2ND FIN. FLR 12
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RIGHT ELEVATION
TEXTURED FINISH
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S'-S' $RG. HGT.
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A R C N I T E C T$
Design
Grou ..,-
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
v .abdesigngroup.com
AA M. 0003326
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ARCHfTECT
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Design
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.2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
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1441 N. RONALD REAGAN BLVD.
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PH: 407-774-6078
FAX: 407-7744078
www.a bdeslgngroup.com
AA #: 0003325
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Grou r..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774AAD78
www.a bdesigngroup.com
AA N: 0003325
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USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA I6-18
1400
(1) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 12' - NO I6d OPTION)
(2) META- 16
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(2) HTA Jr. -Le
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1615
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HETA-20
1810
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(2) HTA-20
3110
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2500
(12) Ibd 2-PLY (USP: NO Wd OPTION)
Q
LGT-2
2150
LUGT-2
1-35
(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WE, WOOD (16) Wd
V)
DETAL-20
2400
NO USP CONVERSION FOR SIMPSON DETAL-20
(18) - 1Od x 1 12, 1 PLY
MGi
3965
MUGT
40M
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HGT-2
Ic98c
HUGT-2
W65
(2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101al TO WOOD (USP: WOOD (8) 10d)
HGT-3 4
10530
HUGT-3
8365
(2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) I0d)
LGT3-SD52B
3295
LUGT-3
5330
(12) SD5 I/4'x2 12' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONG. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
LTA2
I219) PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-12' (USP: (10) 10d x 1 1/2'
VGT
4540
NO U51P CONVERSION FOR 51MPSCN VGT
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), OW -SOS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSCN (2) VGT)
(2) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-605 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1555
(14) IOd x 1 12' CUSP: (14) 10d x 1 12', (14) 10d)
HTS-16
1150
HTW Ib
1660
(I6) l0d x 1 12' (USP: (I6) Icd x 1 12', (16) Icd)
14TS-20
1450
HTW 20
2045
(24)10d x112' (USP:(24)10d x 112',(20)10d)
HTS-24
1450
HTW 24
2045
(24)10d x 112' (USP:(24)l0d x 112',(20)10d)
LSTA-12 •
925
LSTA 12
Sl0
(10) 10d USP: (10) 10d
LSTA-18 ••
1235
LSTA 18
1360
(14) Icd USP: (14) 10d
MSTA-IS ••
015
META-18
1 1315
(14) 10d USP: (14) 10d
V)
MSTA-24 .
1640
MSTA-24
1150
(IS) 10d UBP: (18) lOd
CL
MSTA-30 ,.
2050
MSTA-30
2140
(22) 10d UBP: (22) 10d
<
MSTA-36 .
2050
MSTA-36
2525
(26)10d USP: (26)10d
1—
MSTI-36
3800
KSTI 236
3050
(36)10d x 112' USP: (36)Icd x112'
V)
MSTI-48
5065
KTSI 248
4250
(48) 10d x 1 12' USP: (48) 10d x 1 12'
H6
S50
LFTA 6
1595
(8) 8d TO PLATES, (8) 8d TO STUDS (USP: (Jr.) 8d x 1 12', 06) 8d)
SP4
985
OPT 4
S45
(6) 10d x 1 1/2' TO STUDS USP+ (b) 101d x 1 12' TO STUDS
434
395
MP 34
410
(4) Od x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) Sd x 1 12' TO POST.
HCP2
645
WHOP 2
1010
(12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
HIOA
1340
RT 16A
2180
(18) Od x 1 12' USP: (9) Od x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
OW -SIDS, 1/4'x3' i0 WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 HD16
4940
TDX 10
5110
(If.)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAl1ASHE"PLY
USP: 1/8' ATR MIN, l' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC, 02) Ibd TO WOOD USP: SAME AS SIMP50N
ABU 66
2300
12000
PAU 66
2535
13815
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12Abd TO WOOD USP; SAME AS SIMPSON
V)
LTTI9 •
1340
LTS 19
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8AOd TO WOOD USP: SAME AS SIMPSON
O
=
LTT205 ...
1500
LTS 20B
1105
(U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (IOAOd TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (I0) 10d x 1 12', 2-12'
0
Z
HTT4
4455
HTT4
4465
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC. (18) SD'10 X 112' (USP: (20) Ibd X 2-129
USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x 1-12', (20) Ibd x 2 12'
'Q
HTT5
5090
H775
5430
(1) 5/a' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBER) IN CONC. (26) I6d X 2 12' (USP: (20) Ibd X 2-12')
USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x I-12', (20) Ibd x 2 12'
HHDQII-SD5 29•
11010
UPHO 11
120W
(1) 1- A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC, (24) SDS)'W x 21i' WOOD SCREWS (USP: (24) U183 WOOD SCREWS)
HDIB
6645
TDX 10
5110
(U 1/8' A$. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS)
(n
MBHA 356/1125
3415
5330
NFM35X12U
3165
1130
SIMPSON. (I) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6,15' EMBEDMENT) M CPIIJ. TOP, (1) 3/4'
A.TR NV HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (ISAOd TO BEAM
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA SOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
LLJ
FNJSC412 (WOOD)
3635
2660 (FLR
NUS4121F
3060
2530 (FLR)
(10) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME AS 91MPSCN
3265 (ROOF)
3225 (ROOF)
QHUC410
(0-N)
1510
5m85
WD410 IF
1905
3115
(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
=
HUC210-2 (CMU)
1510
5085
H0210-21F
1905
3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) Icd TO WOOD
HUC210-3 (CMU)
laic
400c
HD210-31F
19c5
31-1
09) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 114' x 3' WS3 SCREWS, (10) 10d TO WOOD
LGLM&-2-SDS
1430
5595
NO USP CONVERSION FOR SIMPSON LGU'126-2-5D9
(4) 3/9' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SOS SCREWS TO WOOD
HIGH STRENGTH EPDXY - 51MP50N '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 CPIU. WALL MUST BE FILLED -SOLID w/ GROUT.
PR• I0d COMMON NAILS CAN BE SUBSTITUTED WITH Had x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REOUIRED FOR THIS APPLICATION
IOR TO INSTALLATION.
• MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'.
W
i-
O
A.TR = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING: SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWc9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-5AS-2012.
SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
l'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOILN 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
6'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD RE
UIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8'-0'
U.N.O.
4'-II 12'
1 l'-II 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
I
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
2 x 12
C�2 5YP)
l/16' OSB
NAIL (3) 12d a 6'-6' D.C.
TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
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 U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES S 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;.
B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF,
COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302,12.
S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
ARC N ITECTS"
Desifn
Grou0.2.
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 J
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SUEDIV. de LOT
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LOT #16
BLK #1
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MODEL:
4EGB
"GALEN"
GARAGE BWMG:
RIGHT
PAGE:
CONNECTOR
SCHEDULE
ARCHrrECT
STATE OF FLORIDA
L
J
J � 11/07/16
SCALE: 1 /4"=1' - 0"
S*mcm
7.t
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
115V OUTLET
W A SNdLE POLE
IIOV OUTLET
IR)V OUTLET
TTC 'SWTCH `TV WRED
�dFI
IIOV OUTLET
Ea1T®IW'�aO FAIL
NIERIPfER (T.MTPER
IffdeTANT TTPEI
E0
220V OUTLET
l YYAE GCft1ECTICN
-CF GFI
ExT. MATERPn2DF
OUTLET JNIERBPIER
OROIND FAULT
SWITCH
SUNTCH
3-WAT OPER
%4
SWITCH
4-WAY OFER
WALL MCWTED
L KiFff
CEILING I —
F1�F
\OJ`VP
LK%rt
pRE
aftD CAN
W4LL SCCNCE
FRE•WP®
YENi. RAN
CN1 PER _ FT.
KM. FAN
I CFM PER SC2 FT.
W1KAR
V F0(DIFi
lSFEC'S
TKO eT
1-BILLS LLRAP
r—�
FL�JBCENi
4190HID
2' FLGCRESCENf
�q-_p_� 4'FWDIEdfNT
4' TRACK LKift
d0Il PANEL
miam METER
• SD. enGl� DETeerae ,y(y��
9D. WALL YgIMED 69Ti. BAIX-IP
EfiCA� DETECTOR YEtlA�Il�
BATT_ BACK-W uY
DET — N]ER-COMECIEp
SHALL eE A DISTANCE
PBlIDAM LKi1R
�LTIRAL GAe
TELCF�+DtE 1Acx
UP
WATER NEATER
DIBCQO.ECf
TD G! ELEvdIED
,
FLOW LKi
cpr. eEamrY
KETTAD
HE Pa. Fud+-BUTTON FDR wn 5
.�� ueB PDRr
COTES;
LOCATION OF TV JACKS 4 PHONE OUTLETS I
FANS TO BE VERIFIED • HOMEOU.NER
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 • 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
MI5013 FBCR 5TH EDITION C20141.
LAUNDRY ROOM RECEPTACLE $HALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD $HALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL RECEPTACLE$ TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED l2014).
ALL LAMP$ $HALL BE $ELECTED BY
BUILDER AND l % OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER FB.G. ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014. 5th EDITION R404.1
PATIO
SWITCH IN
CABINET GFI
HOOD WIRE W W
FUTURE MICRO. ! LET FOR RR%E&
?III - —- PRE -WIRED
CLG FAN
F 1 OUTLET\
TJ FOR DW
I REM K TI CHEN
PPPAN ��wGFI \�y� TO 2NDIFLL,',
ST SIIJI�C 4�l
STORI
PRE -WIRED
CLG FAN
FLEX
I
\\ LL
I E
3
19® I C
I
j FOYER
I,
I sT
B. FOR
slC'jHIMES
PORCH
)-a FOR
\
GARAGE
\
DOOR
\
\
\
KEYLE55
FIXTURE
GFI
GARAGE
DOOR
PREWIIRRE
a
WH
O
BOLLARD J
AS REO.
PER BLDG.
CODE
IRRIGATION
OUTLET a
48' AFF.
METER
FIELD
VERIFY
LOC.
FIRST FLOOR ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
REC CODE 92)
HOUSE PLAN: MODEL "'GALEN"
LOAD INFORMATION
VA
2498 39 FT GENERAL LI.— X S VA PER Sp FT
7296
2 20 A r APPLIANCE CACUTT AT Ie00 VA EA
SOOo
LAUNDRY CDiNR
1600
RANGE AT NAYS PLATE RwTAo OR COOKTVP/OVBa
12000
1 WATER HEATER
-o0
1 DLIHNASHER
1200
1 clnTHa DRTRR
500o
] DAPos.M.
50o
t REFRIGERATOR
120o
SUBTOTAL of GENERAL WAD
3]696
FAST LO "A OF GENERAL WAD AT 100E
10000
REMAIITDER OF GII10UL WAD AT 401i 90oSe VA z
O]S
TOTAL NET GENERAL WAD
210]e
9.5 TON HEAT (N/ — EMEROETSY HEAT STRIP)
21 AMP x 240 VM
as To. COOLDNG SY9T'RM 40 AMP : 240 vw
- 9soo
NET GENOtAt WAD
210]9
NET TOTAL HVAC
9e00
TOTAL WAD
906]9
CALCULATED LOAD FOR SERVICE
SOe]B vA/240 V� ]29 AYP
150 AN, SERVICE
•1POR5T CASE SCENAMO - HIGHEST HVAC WAD
USED FOR CAIGULATIONS.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA a 100%, REMAINDER a 35%
NET LOAD: 6,949 VA
RANGE: 12.000 6 -70% 8,400 VA
DRYER: 5,000 s 10% 3500 VA
TOTAL I8,B4S VA
NEUTRAL AAPACITY: 18,48E / 240 - l8 A
e2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 e1 CU, I Vo CU GND 2" CONDUIT OR PROVIDE
3 "2/0 AL, 1 •4 AL GND IN 2°' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT A OVERHANG.)
150 AMP ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I MLOSE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/21-
e. ALL CONDUCTORS SHALL BE TYPE THI-IN/THWN UNLESS MCB
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
el 7r-14
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 w1 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
"2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
- 1 e4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C N I T E C T S
6
Gm i In
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
ww mbdeRigngroup.Gom
AA N: 0003325
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SILVERADO
LOT #16
BLK #1
PROJECT*
04128,000-16001
MODEMe
4EGB
"GALEN"
GARAGE 01WMG:
RIGHT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
ARCHITECT
STATE Or- FLORIDA
f n'I
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$GALE 1/4"=1'-0"
82iEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP 6—GLE POLE
IIOV CUTLET
IIOV OUTLET
WIIED
TO gUTCH
�(fl
IIOV OUTLET
FAIIPED W a FAIL
NTERIPTER(TANPER
RE®IerANT rrpEJ
220V OUTLET
!4)UPW COIlECTION
Cfl
a�iriE�T��R�
r+rE�ioaIPrEF Rr
ID
SOTC14
$WTCN
9-WAY OPER
W4
SUTCH
4-WAY OPER
I%1
�
WALL I'IOIMED
LKMi
CEILM6 L6HT
\O\
LKWt FTaeoP
�O\
\ �
RECEEEED C.41
�_
WALL ar<T+cE
PRE-WRm
VENT. FAN
I CR1 PER 90. FT.
witk Hr
1 L PER BD. FT.
V FIXM1IIE
(ePEC'E TBD HY
FLUB RESCENT
2-E14D LLRAP
ARdID
2'rtuae SMC
_ — _ �
4' FLIIOI�BLENT
4' TRNK LI
O
PANEL
MERE
PETER
/
I • 1 $.D.
BI'1LY:E DETECTOR
D�,G1T.-UP
0D.
WALL 1-IOINTED
[MTT. B4IX-w
05/00
Oa®DN NOHDJaDE
8'faQ DETEaoR
LOte>D
H.ATT. BALK-IP W/
tlA�
N1ER-CQIECTED
84L1LL E! A DISTANCE
OF NOT LEBE THEN 4'
PENDANT LK.HT
I1\
GA9
LET
►
TELEPHONE JACK
WATER CTER
DBCGNELT
,--..-..—
U
TELevH
C ACK
esanW Box Rea
O
J-BO%
TO OE 811PPORTED N
ACCCRDANLE tlV BOX
MApQ:D AE dYJI FOR
i�
QL BOX aIRE
TO eE SUPPORTED N
FLOOD LKM
a OPT. 9ECURTTY
KETTAD
�'-Q PH. RId1-BtrtTd Fqt CHREB
UBB PDRr
DOTES:
LOCATION OF TV JACKS / PHONE OUTLETS
FANS TO BE VERIFIED r 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
MI5013 FBCR STH 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
FBGR STH ED (2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FECR 5TH ED (2014).
BDRM
BD
PRE-WIREDED
CLG FAN
F't�E-WIRED
CLG FAN
I
F'RE-WIRED
CLG FAN
BDRM. #4
SO
- WALLMOUNTED
LIGHT W/SWITCH IN9®
ATTIC
_ �j
LAU w3F g®
O IS 5LUIT H /
W.
C e
I\ GF
0.
BATH _ \
li
BATH #2O
i I
I / W.i.c
i
J I
\
� CLG FAN
3C
OWNER'S
SUIT
SECOND FLOOR ELECTRICAL PLAN
A R C N I T E C T i
Design
Grou
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
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LOT #16
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0412& 000-16001
MODEL:
4EGB
"GALEN"
GARAGE S'WMG:
RIGHT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
jjARCHRECT
STATE OF FLCPoDA
�
a
/ I
DA 11/07/16
BC.%=: 1 /4"=1'- 0"
BESET
HVAC NOTES
L ALL MECHANCAL EOUPMENT AW&L ME PROVIDED WTTM PROPER CLEARANCE, PER
MFG6 REGUNEMIMM
2. ALL DUCT SYSTEMIO INSTALLED N NON-C NOMONSD AREAS NN&L!! COIMfNICTED OF A VALUE
OF NO LESS THEN R-A RATNO. ALL OR" SMALL OR /EALID ON OLAIS PAO 4 MASTIC. AND
INSTALLED AS PER POCK STM 80MON (2014) POCHL4 4CAL OLDS CODE SECTION 100.
A ALL FLEX DUCTS SMALL EE APPROVED UL ISI CLASS I AIR OUCT AS PER H PPA WA 2-0)
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OUTLET, OR AANITARY SEWER VENT OUTLET
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OR OTHER MATERIALS AS PER POCK STH IMRION (2014) HNWIN -4L CODE SECTION 600
S. INCLOSED SUPPORT PLATPONIS SMALL OE CONS 1sIGTED N ACCORDANCE TO POCK sTH EDITION
(20W) MECHANICAL CODE 04ATU
1. BATHROOM CONTANSIS ISAINTUM4 SHOREIO'A SPAS AND SMILAR OATHNS NXRIES SHALL RE
MECHANICALLY VENTED N ACCORDANCE am rom sTH EDRION 120W MECH A41COAL CCON
SECTION 400.
w ALL 044AUWW OATH I W' O' I SHALL HAVE IN7NR^CUT DOOM FM MA 04P AIR TO RE
14NT1S0!D, TO NQUAL AIR ENLAUSTED.
s ALL PIE RATED COLbM AND STALLS G"L HAVE AN APPROVED PIE OR RIIEAH"
DAM PINIM LOCATED AT CEI.NS OR WALL PENETRATION AND OR SLEEVED WITH ACCESS DOORS TO
RESET DAMPNII. ALL PAMPERS, SMALL OE INSTALLED TO Mft 111E0014 I DATIOHM AHD POCK STH
EDITION (2014) MECHANICAL COON SECTION 001.
10 61lLLES AND DFRIIERS SHALL OE PROVCED WRAP OALANCNG DAIMPI ,
NOTE:
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SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
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NEXT. GROUND
CLEAN —OUT (TYPN)
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR 08/15/14
A R C N I T E C T I
6
Design
Grou .!-
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdes igngraap.eom
AA 8: 0003325
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A I C N I T E C T S
HVAC NOTES
L ALL MEICM/INCAL BOAPMOW l"L O l PROVDEID UM PROPER CLEAIRANCK FOR SCRVICVW PER
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A ALL FLEX DUCTS, SMIALL ER APPROVED UL W CLASS, I AIR DUCT AS, PER NFPA SM 2-3J
4. PRIM AIR NTAIQb S" LNOT 0l LOCATE GLOOM TMAMI IS FT. FROM ANY CME'! MY OR VOW
OUR W OR SAIWARY SOW VENT CIRLET
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SECTION 40&
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SWIM (2014) MEGLMNQAL CCC0 SECTM NM
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SECOND FLOOR MECHANICAL PLAN
PROGRESSIVE AIR 06/15/14
rMnn
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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CONTROL DATE: 07/01/15
A R C N I T E C T E 1
Design
Grou inc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-GO78
FAX: 407-774-4078
www.a bdesigngroup.com
AA B: 0003326 J
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EiVHDIV. do LOT.
SILVERADO
LOT #16
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PROJECT*
04128.000-16001
MODSIs
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NDIARAGS S'WMG:
RIGHT
PASS:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHTECT(
STATE OF FLORIDA
cJ
I -M 11/07/16
SCAB: 1 /4"=1'— 0"
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JACK STUD ASSEMBLY TO IN
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LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
_ SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
cJ OPENING WD FRAMED W FLOOR TRUSS
SCALE: I/U'.I'-0'
FASTENER SCHEE>ULE
ROOF DIAPHRAGM
USE 1/16, OS"
. OR 1/2' CDX PLY WITH re RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EOGES AND d RING SHANK GUN NAILS AT 6' OL. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE •8 GIN NAILS 4 4' O.C.
EXTERIOR SHEATHING
USE 1/16' OSB. OR 1/2' PLY WITH EB RING SHAW GUN NAILS AT b' O.C. AT
PANEL SIDES AND '8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND '8 RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GIN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
812E HEAD LENGTH DIA. TENSILE S7
ad ROUNDUIODIFIE 2 3/8' J13 1T0000 TOP CORD BLOCKING AT 4'
OR T O.C. MAX. IN FIRST 2 FRAMING
NOTE, NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL NHANK DIAMETER
9. Ib TO 20 RINGS PER INCH
5.2 INCH NAIL LENGTH
ROOF 5HEATHINCz LAYOUT
AND ENDWALL SRAGINCs
2'-0" EXTENSION ® OPT SERVICE DR. �Q1NOT USED FOR GABLE END FRAMINCm
SCALE: IR'.I'-0'
SPACES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHING-1
BUILDING LENGTH
1 STICK BUILT WALL DETAIL
N.Ts.
SP8 4 EA. STUD TOP N
BOTTOM
PRE-ENG TRUSSES Wm4wSS
CONNECTOR UP TO •1000
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 4 EA. JACK
2.8 STUDS 4 16' OL. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN;' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS 4 £A.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 4 A TIME.
USE 12d NAILS, TWO WITHN 6'
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
WINDOW SILL W/CRIPPLES
16, O.C.
}' DIA ANCHOR BOLT
AT 16' O-C. MAX WITH T'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 4 EA.
JACK, SECURED uu(3) Y4' X I
314' TAPCONS TO CMU
WIMIN. 2' COVER 4 2' APART
2X8 P.T. BOTTOM PLATE
5 WINDOW OPENING
® 2—STORY WALL
NG SHANK GUN NAILS • <' OL.
m
J
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (086 TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL.
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT 4 OPENINGS
TYP. EXT
F E-E
TRUSS
UI6' OS.B.
2X4
PLATE
PLA
2X4 DBL. TOP PLATE
2X4 STUD 16' OZ.
T1*, 060.
1/2' A.B. W/ MIN.
I'EMBEOMEN7
LOCATE b'-8' FROM ENDS
AND 32' OL. MAX.
TEXTURED FINISH
lt�8'
MTS-12
META-16
32' O.C. MAX.
. WALL
PfiE-ENGINEERED
TRUSS
KNEE WALL DETAIL
2 TO BLOCK
SCALE: I/['•I'-0'
A
SECURE 2x TO BLOCK
W/ (2) 1}' TAPCONS OR
DR VE
lMIN SPINHANK 912E J45)
nacaeT (MIN EMBED. I k) rc
WITHIN 8' OF EACH o�
7 END AND 18' O.C. MAX m LL
SPACING.
OSB. SHEATHING OR
}' COX PLYWOOD
RIXYH OPENING
--- 2x4 BLOCKS
CM0.0 WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: I/1'.I'_0•
cAS RWG SHANK GUN NAILS
• 6' O.C. IN FIELD
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
E8 2' DECK SCREWS • 6'-8'
OC. MAX 4 EDGES r 12' O.C.
MAX IN FIELD. UNTWEADED
NK 'SHATO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DEL. 2X TOP PLATE
1llb' OSB.
2X BLOCKING 4
TOP OF
VI6' OSB.
2X STUDS VV OL. MAX.
2X BTM. PLATE
3/4' FLOOR DECKING i
PRE- ENGINEERED e
FLOOR TRUSS pp4@aap
2X4 4 TOP L �I
1 BOTTOM CONT. it
HETA-16
BLK WALL
Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK.
W/ 1/4' GAP FROM BLK TO O.S.M.
OF'ERMIETER OF 2X
OSBF. STRUCTURAL TO PROVIDE CONT.NAIIL PATTERN
O REMAINING AREA TO BE SHEATHED FROM D5L. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING 4 TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
O INSTALL ALL SHEETS WFACE CAZ41N PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE: 1/2'•1'-0'
L44i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 8: 0003325
F
W
y
V
W
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2
U
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W
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F
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U
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aysaiv. a. LoT
SILVERADO
LOT #16
BLK #1
PROJffiC1y/
04128.000-16001
MODE
4EGB
"GALEN"
GARAGE OWWO:
RIGHT
PACE:
MISC.
DETAILS
50 MPH EXP. B
ARCHITECT-.
STATE OF F'LOM
r11/07/16: 1/4"=1'-0" lqzmT
Ti
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
_ INSTALLED PER FBCR
R9052.1 ON -1' O.S B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD —
CONSTRUCT
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR }' HIG
TRENGTH CLG. BOARD
:ONO. FILLED LINTEL ELK W/
1) 05 REEAR CONTINUOUS
'RECAST LINTEL
'EE ENERGY CODE FORMS
OR INSULATION R-VALUES
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) "5 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4' =1'-0'
1/16, O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAP
GALvD MTL LATH
1/8' TEXTURED
FINISH e WOOD
YB' TO % MID WALL
WEEP SCREED
Z�
-a, CMU
-5/8' TEXTURED
FINISH w MASONRY
WEEP SCREED
DETAIL C) WOOD TO
2 LVU A UUININ.
SCALE: I I/2'= I'-0'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON 1'
TRUSSES WHERE 'X' BRACIN
OVER 030 FELT PAPER
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
O.S.B. SHEATHINGS OR j' CDX
IS PRESENT
R905.2.1 ON O.S.B.
IS PRESENT
PLYWOOD SECURED PER
16'
SHEATHING OR }' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN $FOOTED W/ (2)
2x4 OR 2x6 SUB -BAND
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
12d'e a EACH TRUSS
PER ELEVATIONS
0
W/ (2) 12d's e EACH TRUSS
2x4 OR 2x6 SUB -BAND o
TO BE INSTALLED 6 MID. POINT OF
VENTED ALUM. SOFFIT
rrP.
o.Hl.
TO BE INSTALLED ®MID.
PER ELEVATIONS rYP.
TRUSS SPAN, OR 10'-0' O.C. MAX.
STIFFBACK AT ALL UPRIGHTS
_
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT °"
SEE ENERGY CODE FORMS
OVER 4'-10' HIGH (SEE
10'-0' O.C. MAX.
STIFFBACK AT ALL
FOR INSULATION R-VALUES
SEALED ENG. FOR SIZE :
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-10'
J' GYPSUM BOARD OR
CONDITION.)
FOR INSULATION R-VALUES
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
Iy O.S.B. SHEATHING OR I'
' GYPSUM BOARD OR
FOR SIZE 4 CONDITION.)
BOARD
CDX PLYWOOD. ATTACHED
l
HIGH STRENGTH CLG.
XT O.S.B. SHEATHING OR
2x4 NAILER
PER FASTENER SCHEDULE
CDX PLYWOOD. ATTACHED
2x4 g 24' O.C. o INTERIOR
ON SHEET IDS
PER FASTENER SCHEDULE
KNEE WALL
1/8' THICK, 3 COAT
COI
GONG. FILLED LINTEL BLK W/
ON SHEET D5
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
1/6' THICK, 3 GOAT
CONK. FILLED LINTEL BLK W/
OVER EXPANDED GALv'D
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP SCREED
(1)
SECURE GABLE TO 2x6 P.T.
W/ GONG. POURED CELL
(SEE DETAIL 2)
RE POURED LLY
PLATE W/ 12d's 8' O.C. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
a 16' O.C.
PLATE W/ 12d's 8' O.C. MAX
s 16' O.G.
SECURE 2x6 PT. PLATE TO
8' CMU
SECURE 2x6 PT. PLATE TO
BLK W/ %'x9' ANCHOR BOLT W/
f
BLK W/ �'x9' ANCHOR BOLT
8' CMU
2' WASHER SET IN SIMPSON
I/2' GYP. WL. BD.
W/ 2' WASHER SET IN SIMPSON
1/2' GYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
HIGH STRENGTH EPDXY -1
WOOD BASE
EMBED. MIN. s 32' OC MAX.
-
EMBED. MIN, s 32' OC MAX.
%' THICK, 3 COAT
5/R THICK, 3 COAT a
PORTLAND CEMENT
�
PORTLAND CEMENT
PLASTER APPLIED
w
PLASTER APPLIED Q
I
DIRECTLY TO MASONRY
o �-
za
DIRECTLY TO MASONRY o
z
d
°
NOTE:
1—STORY GABLE
1—STORY GABLE
PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO
BLOCK WALL
W/ VAULT CLG.
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
11i
SCALE: 3/4'=F-O'
BLOCK WALL
4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=I'-0'
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4869 TYPE IV, OR ASTM D 615-1
e• as
JS DRYWALL
I'X4' OR I'X2' P.T. NAILER
IH P.T.A EI'X4' MIN. SECURE-)'*
❑
INTOOFRAME / EXTEND I.'
INTO BLOCK W/ i(.' TAPCON9
OR DRIVE
SIZE
(HIN. SHANK SIZE J
MN MEAD SIZE 300
MEMBEDME41
4
WITHIN 8' OF EACH END 18'
O.C.IN.
MAX SPACNTING
DOOR CABM6
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 +3/4 OR +5/4
A WINDOW TO BLOCK +3 4 OR +5 4
SCALE: I'•I'-0'
2X4: CED
SECURE TO BLOCK W/j(N'
TAPCANS OR DRIVE PIN
(MIN. SHANK SIZE 145
MR HEAD SIZE SV0
MIN EMBEDMENT IY•)
WITHM 8' OF EACH END 1
Is OL. MAX SPACNI
2X6: CEM
SECURE TO BLOCK WPH
SECURETAPITO
DRIVE PH
(MR SHANK SIZE J45
❑
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.•)
WITHIN 8' OF EACH END 1
IS'Or— MAX SPACNG.
8' cm
2X8: ®
Jf' DRYu14LL
SECURE TO BLOCK WR-i(.'
TAPCSNS OR DRIVE PH
I'X4' OR I'XI' P.T. NAILER
(MN. SHANK SIZE 145
DOOR CASING
MIN. HEAD SIZE 'N
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y')
ATTACH TO 2X PER
WTHN S' CP EACH END 4
IB• OZ. MAX SPACH,
MANFAGTl1RE8 DETALB.
NOTE: 5HM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED )4')
DOOR JAMB TO BLOCK +1-1/2"
B WINDOW TO BLOCK +1-1 :
SCALE: I'•I'-0'
2X4: CEO
SECURE TO BLOCK W/ 34•
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.•)
WITHIN 8' CP EACH END (
18' OL. MAX SPACING.
2X6:
SECURE TO BLOCK W/U-i('
NOTE: STRUCTURAL 2X MUST
TAPCONS OR DRIVE PIN
BE - CUTSIDE 1 SE-RE11
lMIN. SHANK 912E 145
THROUGH NON-STRUCTURAL
MN. HEAD SIZE JIM
%' TAPC'N MN. I-Y'
MIN. EMBEDMENT I Y.'1
EMBEDMENT INTO BLOCK.
WITHIN 8' OF EACH END 1
6• CMW
1I O.C. MAX SPACNG.
JS' DRYWALL
Deb, ®
SECURE To BLOCK W/2-X.'
I'X4' OR DO' P.T. NAILER
O TAPCONS R DRIVE PIN
3W OBS. X 4' MIN.
(MIN. SHANK SIZE .145
DOOR CASING.
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y •)
ATTACH TO 2)( PER
WITHIN 6' OF EACH END 1
IS' O.C. MAX SPACING.
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
C1 WINDOW TO BLOCK +1-15/16"
SCALE: I' • I'-0'
2X4:
SECURE TO BLOCK W/'
TAPCCNS OR DRIVE PM
(MIN. 814AW SIZE 145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y•)
WITHIN 8' CF EACH END
IS' OL, MAX SP4CMG.
2Xb:
SECURE TO BLOCK W/Z-%
NOTE: STRICTURAL 2X MUST
TAPCONB OR DRIVE PM
❑
BE ON OUTSIDE a SECURED
(MIN. SHANK SIZE J45
THROU'I NON-STRICTURAL
MIN HEAD SIZE 300
%' TAPGCN MIN. I-Y'
MM. EMBEDMENT IV)
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END (
e• CMII
10' O.C. MAX SPAT
Y' DRYWALL
2X8: ®
SECURE TO BLOCK W/2-%'
I'X4' OR P.T. NAILER
TAPCCNS OR DRIVE PIN
I' P.T. X 4'. M MIN.
(MIN BHANC SIZE Ab
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I li')
ATTACH 70 2X PER
WITH
WITHIN 8' MAXEACH END (
O.C. X BPACNRz
MANFACTURE9 DETAILS-
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +2 1/4"
%n1 WINDOW TO BLOCK +2 1/4"
SCALE, I'•I'-0'
2X4:
SECURE TO BLOCK W/ 9(s'
TAPCONB OR DRIVE PIN
(MIN. SHANK SIZE 145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V)
WITHIN 8' OF EACH END (
18' O.C. MAX SPACNG.
2X6i
SECURE TO BLOCK W/J-%'
TAPCONS OR DRIVE PIN
NOTE: aTRUCTURAL 2X MUST
MIN. SHANK SIZE .145
BE O4 OUTSIDE / SECURED
MR HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT 1 W)
%' TAPCGN MR 1-Y'
WITHIN S' OF EACH END (
EMBEDMENT INTO BLOCK
18' OC. MAX SPACING.
6, GMII
2X8: ®
Y' DRYWALL
SECURE TO BLOCK W/U-",('
TAPCONS OR DRIVE PIN
14DOOR
I'X4' OR I'X2' P.T. NAILER
(MIN. SHANK SIZE .145
DOOR CASING
MN. 14EAD SIZE 300
JAMB OR WINDOW
MIN. EMBEDMENT I Y')
ATTACH TO 1X PER
IV O 8' MAXEACH END (
18' O.G. X BPACNCx
MA`HJFAC'NR.ES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
L SCALE: I'.I:_0•
2X4: CEO
SECURE TO BLOCK W/'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITHIN 8' OF EACH END l
IS' 01 MAX 5PACNG.
NOTE: STRUCTURAL 2X MUST
BE CN OUTSIDE ( SECURED
THROWN NON-STRUCTURAL
2X6: ®
�,(�• TAPCCN MN. I-W
SECURE TO BLOCK WR-'%
EMBEDMENT INTOBLOCK
TAFI OR DRIVE PM
MIN. 9HAIK 912E J45
S. cm
MN. HEAD SIZE 300
Jg DRYWALL
MIN. EMBEDMENT 1 Y')
WITHD' OF EACH END 4
I'X4' OR I'M' PT. NAILER
,To
IS' O.C. MAX SPACIN@
. 2X SE.
Do: ®
ST MEMBER W/l
SECURE TO BLOCK W/1-�'
HNI VIAL
WITHIN 9' OF EACH END 6'
6'
TAPCONS OR DROVE PIN
TO 9' OG. MAX
(MTL SHANK SIZE J45
DOOR CASING
MIN. HEAD 91ZE
DOOR JAMB OR WI
I Y'
MM. EMBEDMENT I Y.')
ATTACH TO 2X PER
WITHIN 8' OF EACH END (
IS. OC. MAX SPACNG.
MAJFACNfEB DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: I'•I'-0'
2X4. CEO
SECURE TO BLOCK WI
TAPCONS OR DRIVE PIN
(MIK SHANK SIZE .145
MIN. DEAD SIZE 300
MR EMBEDMENT I Y.')
WITHIN 8. OF EACH END (
S.00. MAX SPACING.
2x6: CEO
SECURE TO BLOCK W/I-I/4'
NOTE: STRUCTURAL 2X MUST
T4PGON9 OR DRIVE PIN
BE ON OUTSIDE 1 SECURED
(MIN. SHANK SIZE J45
THROUGH NON-STRUCTURAL
MIN. HEAD SIZE 300
%' TAPCON MIN. I-Y'
MIN. EMBEDMENT I V)
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END
IS' O.C. MAX SPACING.
a' CMU
2XS. ®
JS• DRYWALL
RE SECUTo BLWMI/4' OCK
I'X4' OR D12' P.T. NALER
TAPCONS OR DRIVE PM
W.' OSB. X 4' MIN.
(MIN. SHAWL SIZE .145
MIN. HEAD SIZE 300
DOOR CASING
MIN. EMBEDMENT I Y4')
DOOR JAMB OR WNDCW
WITHIN 8' OF EACH END /
ATTACH TO 2X PER
18' O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: I'•1'-0'
2X4: CM
SECURE TO BLOCK LI
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN HEAD SIZE 300
MN EMBEDMENT IYV
WITHIN S' OF EACH END 4
11 04. MAX SPACING.
2X6: CEIM
SECURE TO BLOCK WA-I/4•
1APCONS OR DRIVE PIN
NOTE: BTRICTURA.L 2X MUST
(MIN. SHANK SIZE J45
BE CN OUTSIDE 4 SEC.1
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT I Y4•)
JJL• TAPCON MIN. I-Y'
WITHN 8' OF EACH END (
EMBEDMENT INTO BLOCK
18' 01 MAX ^.'PACING.
a, CMU
2X8: CM
15' DRYWALL
SECURE TO BLOC: W/1-1/4'
T4PCON8 OR DRIVE IN
I'%4. OR I'X2' P.T. NAILER
MIN. SHANK SIZE J45
I' P.T. X 4' MIN
IMIN. HEAD SIZE 300
DOOR CASNG
MN EMBEDMENT I Y')
WITHIN 6' OF EACH END 4
DOOR JA-B OR WINDOW
II OC. MAX SPACING.
ATTACH TO 2X PER
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK
+3 3/4"
�u1 WINDOW TO BLOCK
+3 3/4"
SCALE: I'•I'-0•
a C Y I T C If T
6
Design
Grou .n�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.00m
AA III: 0003325
w
y
w
y
z
0
c
0
BVBDIV. aLOT
SILVERADO
LOT #16
BLK #1
PROJECT#
04128.000-16001
MOaELc
4EGB
"GALEN"
GARAGE 811ING:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
%I MPH EXP. B
ARCHRECT:
STATE OF FiORIDA
I
FI)ATZ 11/07
1/4"=1/-160"
T 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RS052.1 ON 2' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
L.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
0.6B. SHEATHING OR J%'
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 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. m TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR
HIGH STRENGTH Cl-G.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UINDOW SILL
?x STUDS ® 16' O.C. MAX W/
NSUL., SEE ENERGY CODE
:ORMS FOR INSULATION
2-vALUEB
T e G SUBFLOOR GLUED
4ND SCREWED AS PER
°ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'INSTALL PER MFG. SPECS.)
�' GYPSUM BOARD OR '
41GH STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK W/
V 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'RECAST LINTEL
UINDOW ATTACHMENT AS
IER MANUFACTURES
5PECIF ICAT IONS
(RECAST SILL
:1) "5 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
8" CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9m52.1 ON 1,' 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 e CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS 0 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 9 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR I' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/6' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. 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
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
1 tx 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 ® 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 ® 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.)
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONIC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
Is 16' O.G.
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S$.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT —
CONNECTOR
2x8 SYP "2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.C. MAX
2x8 P.T. SYP 02
SOLE PLATE
"S REBAR a 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
i Q zQ
-A y (Y
N - �7
O
- 8' CMU
1/2' GYP. WL. BD. WALL
—WOOD BASE SECTION
WOOD
FRAME TO
L� a LOCK WALL
1B
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
j' GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 6 EA.
2X8 STUD
J' DRY WALL
}' DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
is EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
6 1&' O.C.
8' CMU
1/2' GYP. WL. BD.
(U 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
W/6' HOOK ® 24' O.C.,
MIN. 24" IN SLAB
2'-0" (MIN.
IN SLAB)
4' CONIC., REINF. W/ 6'x6'
WIAXWI.40 WWM ON fo-MIL POLY
`''
'
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) $5 REBAR ON CHAIRS
-0
2x STUDS o 16' O.G. MAX W/
16 O.S.B. SHEATHING OR }' CDX
2x STUDS 6 1&' O.G. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4' T e G SUBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND
4' T e G SUBFLOOR GLUED
4:12 OR GREATER, 0) LAYER UNDERLAYMENT IS
AND SCREWED AS PER
CEMENT PLASTER OVER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D226 TYPE
FASTENER SCHEDULE
EXPANDED GALV'D METAL LATH G
FASTENER SCHEDULE
II, ASTM D 4869 TYPE IV, OR ASTM D 6151
ON FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
3/4' T e G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT. 6 TOP AND BT, OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
_ SUPPORTS BT PLATE OF 2ND
FLR, BT. 2x4 IS FOR WALL
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T. ts
CMU) W/ (3) 12d NAILS g EACH
SIMPSON HETA-I/o EMBED.
SHEATHING NAILER)
GYPSUM BOARD OR
TRUSS
STRAP 0 32' O.C. MAX VERIFY
WEEP SCREED
HIGH STRENGTH CLG.
W/ TRUSS PLAN
(SEE DETAIL 2/D3)
BOARD
PRE-ENG FLOOR TRUSS
EMBED. STRAP VERIFY
(INSTALL PER MFG. SPECS.)
' GYPSUM BOARD OR
W/ TRUSS PLAN
CONC. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
%' THICK, 3 COAT PORTLAND
(1) 05 REBAR CONTINUOUS
GONG. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(1) 05 REBAR CONTINUOUS
DIRECTLY TO MASONRY
RIBBON
FLOOR CONNECTION AT PARALLEL/
2 PERPENDICULAR PRE—ENG FLOOR TRUSS
@QLESTENING DETAIL
SCALE: 3/4'=1'-O"
: 3/4'-1'-0'
A R C N I T E C T i
6
Design
Grou .ne.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abdesigngroupxom
AA #: 0003325
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xnmiv. ae LOT
SILVERADO
LOT #16
BLK #1
PROJECT*
04128.000-16001
MODEL:
4EGB
"GALEN"
GARAGE B'WIITG:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHrrECT-.
STATE OF F�ORIDA
nJ i
AR N093723 CRA
%
P � D11/07/16
SCALE': 1/4"=1'-0"
SKEET
D 4
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'305.2.1 ON �,,' 0.5.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
0.5.5. SHEATHING OR }'
CDX PLYWOOD,
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
'I/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. ® TOP AND
BT. OF FLR TRU55 (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/1)3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
U-11_-�FLOOR FRAME
SCALE: 3/4' = I' - 0'
EE ENERGY CODE FORMS
DR INSULATION R-VALUES
'GYPSUM BOARD OR #'
IGH STRENGTH GLG.
SOARD
WIST STRAP VERIFY W/
RU55 PLAN
INDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICATIONS
WINDOW SILL
2x STUDS A IC6' O.G. 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-
J' GYPSUM BOARD OR
HIGH STRENGTH GLG.
BOARD
CONC. FILLED LINTEL BLK
(1) *5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
o Iro' O.C.
6' CMU
1/2' GYP. WL. BD.
WOOD BASE
OVER *30 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
RS05.2.-I ON I,' O.S.B.
IS PRESENT
INSTALLED PER FBCR
SHEATHING OR J'CDX
R905.21 ON
PLYWOOD SECURED PER
SHEATHING OR J' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
2x4 OR 2x6 SUB -BAND PER
W/ (2) 12d's m EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
ELEVATIONS
P.T. IX2 W/ MTL. DRIP EDGE
J'GYPSUM BOARD OR %'
VENTED ALUM. SOFFIT
2x4 OR 2x6 SUS -BAND
HIGH STRENGTH GLG.
BOARD
PER ELEVATIONS
ALL
STHTS OVER
UPRIGHTS OVER 4'-10'
VENTED ALUM. SOFFIT
SIMPSON
HIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS
N UPLIFT
SP2 s EA.
2X8 STUD
FOR SIZE 4 CONDITION)
FOR INSULATION R-VALUES
CONK
CONNECTOR
SECURE 2x4 PLATE TO WALL W/
GYPSUM BOARD OR
2x8 SYP 02
a'x6' THRU-BOLTS s 32' O.G.'
8
HIGH STRENGTH CLG.
DBL TOP
MAX THEN SECURE GABLE TO
BOARD'
PLATE
DRY WALL
2x4 PLATE W/ 12d's 8' O.C. MAX
OR
DOUBLE TOP PLATE
WALL
SHEATHING'
DIA ANCHOR BOLT
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
2x6 SYP "2
AT IC6' O.C. MAX WITH "'
EMBEDMENT AND 2'
PLATE W/ SIMPSON HTC4 6 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
O.G. MAX
SPECIFICATIONS
AT 12' O.C. MAX
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMPSON SPI
A EA. 2X8
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
2x STUDS o Ib' D.G. MAX W/
STUD
DETAILS
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x8 P.T. SYP 02
O.S.B. SHEATHING OR }' CDX
R-VALUES
O SOLE PLATE
(1) COURSE TIE -BEAM
PLYWOOD. ATTACHED PER
~
POURED SOLID WITH
FASTENER SCHEDULE ON SHEET
J' T 4 G SUBFLOOR GLUED
z
CONCRETE. (1) 05
D5
AND SCREWED AS PER
Qw q
REBAR HORIZONTALLY
I/&' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
CEMENT PLASTER OVER
PRECAST LINTEL
EXPANDED GALV'D METAL LATH
WINDOW ATTACHMENT AS
ON FORTIFIBER JUMBOTEX
PER MANUFACTURES
GRADE 'D' PAPER OVER TYVEK
W
w U
SPECIFICATIONS
BUILDING WRAP (REFER TO
J
STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRUSS
w
PRECAST SILL
INFORMATION)
(INSTALL PER MPG. SPECS.)
Z "5 REBAR ® 16'
NOTE: SHEATHING MUST NOT
GYPSUM BOARD OR }'
z O.G. MAX, IN
BREAK 1'-4' MIN. FROM 2ND FLR
HIGH STRENGTH GLG.
w CONCRETE
LINE
BOARD
W Z POURED CELL,
VERIFY PER
Ix2 P.T. FURRING STRIPS
2x4 CONT. 9 TOP AND BT. OF
O
PLAN.
a I6' O.C.
FLR TRU55 (TOP 2x4 SUPPORTS
CONIC. FILLED LINTEL BLK W/
an
6' CMU
BT PLATE OF 2ND FLR, BT. 2x4
(1) 15 REBAR CONTINUOUS
O SEE ENERGY
1/2' GYP. WL. BD.
IS FOR WALL SHEATHING
NAILER)
PRECAST LINTEL
N O CODE FORMS
(1) 04 CONTINUOUS REBAR
WEEP SCREED
WINDOW ATTACHMENT AS
w FOR
WOOD BASE
(SEE DETAIL 2/D3)
PER MANUFACTURER
SPECIFICATIONS
INSULATION
3 R-VALUES Z
"4 REBAR 48' LONG
PRECAST SILL
(K Q W'
C) W/6' HOOK ® 24' O.C.,
EMBED. STRAP VERIFY
05
Q z
O
Q MIN, 24' IN SLAB
W/ TRUSS PLAN
(1) REBAR VERTICALLY
� )_
(L
ol
l7 2'-0' (MIN.
s/a
W/ CONIC. POURED CELL
v
° N SLAB)
THICK, 3 COAT
I Ix2 P.T. FURRING STRIPS
PORTLAND CEMENT
� 16' O.C.
—
PLASTER APPLIED
I
Z'
DIRECTLY TO MASONRY
V CMU
WALL
s
I/2' GYP. WL. BD,
4' CONIC., REINF. W/ 6 x6
2— STORY GABLE
WOOD BASE
_
L° ON6-MILPOLY
FIRST FLOOR
WOOD -
ETHYLENE VAPOR BARRIER ON
ETHYLWIAXWENE VA
WELL -COMPACTED CLEAN FILL
BLOCK SECOND
ee a 9
FRAME TO
TERMITE TREATMENT SHALL BE
1A FLOOR FRAME
L�_a
U
1B LOCK WALL°
6,' �. 6, �.
2_® BORA-CARE
— (3) 05 REBAR ON CHAIRS
SCALE: 3/4'=I'-0'
a�F
A R C N I T 2 C T S
Design
Grout nc.
AI N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
i
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0
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aVBDIV. de 1.01`.
SILVERADO
LOT #16
BLK #1
PROJECT*
04128.000-16001
MODEL,
4EGB
"GALEN"
GARAGE OMMO:
RIGHT
PAGE:
MONOLITHIC
2—STORY
1— HR WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCMTECT:
STATE OF FLORIDA
�r
I
DA r'MT11/07/16
BCAIa: 1 /4"=1'- 0"
B*xmw
D4.1
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PM MIN SHANK SIZEJ45
MM HEAD SIZE IWO
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18' Q'
OC. MAX MIN 1-1/4' EMBEDMENT
2 X 6 MIN 2 X 3) 2-3n6 TAPCON mT
OR DRIVE PIN (MIN S4AMK SIM.145
MIN MEAD SIZE 30 1
MM EMBEDMENT 1 1/4')
e' F%)M EACH END AND W'
O.C. MAX MN I-V4' EM®EDMNY
2 X 8 MIN 2 X 3) 2-3/16 TAFOON
OR DRIVE PM (MIN SHNJG S12E145
MIN HEAD SIZE 300
X4 SOLID BLOCKINGMIN
EMBEDMENTSEI_FROM
EACH END AND B/,2
IN. 2-I2d PER BLK EA. END
OC. MAX. MIN 1-1/4' EMBEDMENT
1/16' 08B SHEATHING
O'AU WALL
ARCHWAY DETAIL
DBL. TOP PLATE
2X4 16' OC. MAX.
SECURE 2X4 TO
WOOD W2-12d • 6'-8-
OC.STAGGERM
PIN (MIN. SHANK 612E
J45 MIN. HEAD SIZE
300 MIN
EMS END INOT TOY04RCHWAYEXCEED
E'OC.
MAX2X4 SOLIDDT.
PLATEBLOCKING
SECUREI2'PLYWOODTOSHEATHING
WRENOR
l/16' OSB.
MIN_2-I2d PER ELK
EA END
EXTERIOR ARCHWAY
`-/ SCALE: 12'•I'-0'
lO. lfy OSB. OR f(2' PLYWOOD SHEATHING
Q 50 OLD.. FELT
0 24' uRDE 26 GA GALVANIZED METAL
FLASHING
MUST ADD DI510, 36' WIDE AND
AND MUST BE A MIN 24- WIDE METAL.
O FIBERGLASS SHINGLES
TRUSS
SIMPSON
1/2' CLG. BOARD t TEN.
SP4
BIMPSOW SP4
2X4 DM.TOP PLATE
EVERY
• EVERY
12' DRYWALL
OTHER
OTHER STUD
2X4 WOOD STUDS -16' O.C.,
STUD
UN.O. ON TRESS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
51MPSON S114
32' OC. MAX
12'XS' AB. 32' Or
1' EMBEDMENT
CONG. SLAB
2 S'. CONT.
1-STORY
6 INT. BEARING WALL
SCALE: 12'•I'-0'
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 16' OC. MAX
SECURE 2X4 W/ 2-%'
TAPCOIJS OR DRIVE PP.
MIN SHAW 912E J45 MIN
HEAD SIZE 300 MIN.
EMBEDMENT I )'W/IN 8'
EA. END NOT TO EXCEED
v O.G. MAX
2X4 60U.IC
BLOCKING SECUR
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA END
EXTERIOR ARCHWAY
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN MIN SHANK 84ZEJ45
MN HEAD SIZE -100
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
OC. MAX. MM 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3A6 TAPCGN
OR DRIVE PIN (MIN SHANK BIZEJ45
MIN HEAD 813E 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
OC. MAX. MIN I-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3A6 TAPCCN
OR DRIVE PM MIN SHAW BIZE.HS
MIN HEAD SIZE 300
1/16' OSE SHEATHING
MIN EMBEDMENT 1 1/4')
2X4 16' O.C. MAX
8' FROM EACH END AND It'
WHEN OVER 1 a- IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKJW —
SECURE TO SHEATHING W/
MIN 2-I2d PER BLK EA END
nARCHWAY DETAIL
16 AND UP
SCALE: 12'=I'-0'
5 CLOSED VALLEY FLASHING DETAIL
NTS.
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS r 16- OC. MAX,
UON.
J' T t G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
1ST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSCN M6TA-36 • 32-
O.C. MAX
`-PR-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2.4 CONTINOUS STRE5S
BLOCKING MID WALL
2.4 STUDS • ib' OC. MAX,
UON.
12' GYP. UL. BD.
SECURE BT. PLATE TO SLAB
W/ 1'xS' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN.
SIMF-SON SP4 s 32' OC. MAX
t/� INT. 2-STORY L B. W.
SCALE: IZ'• I'-0'
PIW-ENG TRUSSES OR
GONV. FRAMED RAFTERS
I}' OSB. SHEATHING OR I'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2x4 BLOCKING UNDER
WALL STUDS SCUR
BETWEEN TRUSS BAYS W/
(3) 12d'n EACH END
2. DOUBLE TOP PLATE
STUDS s 16, OC.
MTS-12 • EVER STUD
2X4 BT. PLATE
DORMER
8 ATTACHMENT
SCALE: 12'•1'-0'
DEL. TOP PLATE
SECURE 2 X RIP TO FIT
W2-12dS 6'-8' D.C. MAX.
1/8' TEXTURED FINISH
1 I ' OM SHEATHING
2 X 4 16' OC. MAX
(WEN OVER 16' IN HIEGHTJ
2 X 4 (WHEN OVER 16- IN HIEGHTJ
1/4'TEMPERED MASONITE
GLUE 4 NAIL W/ed'S &-IY OC.
IF NEEDED.
2 X SOLID BLK Y= • ARCH
SECURE 02-12d EACH END
ATTACHMENT PER
MAMFAC7IRER8 SPECS.
MTL WOW FRAME
'NOTE: NO GAP LLDW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
n CUTAWAY
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN MIN SHANK SI2EJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
e' FROM EACH END AND 10'
EXISTING ELK AEV.
OC. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAP^ -ON
1/6, TEXTUFWD FINISH
OR DRIVE PIN (MIN SHANK SIZE.WS
MIN HEAD SIZE 300
1/I6' OSB SHEATHING
MIN EMBEDMENT 1 1/4.1
2 4 I6. OC. MAX
8' FROM EACH END AND IS'
H OVER IN HEIGHT.)
OC. MAX. MIN 1-1/4' EMBEDMENT
X 4 V
2 4 (WHEN OVER W'
2 X
2 X 8 (MIN 2 X 3) 2-3/16 TAPCCN
16, M HEKx14TJ
OR DRIVE PIN (MIN SHAM, SIZE W5
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLD %K'G ARCH
°SEA W1242d EACH END
8' FROM EACH END AND 18'
ATTACI TENT PER
OC. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S -' -C'S.
MTL low FRAME
1/4' TEMPERED MASONITE
'NOTE: NO GAP • WDW FRAM
GLUE 4 NAIL W/8d'S 8'-12' OC.
TO EXCEED 1/4,
F NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: 12'•I'-0'
ASPHALT SHINGLES OVER
W FELT ON 1/I6' OSB.
PRE-ENG GABLE TRESS
SIFF STIFFBACK
(SEE SEALD ENS. PACK FOR
SIZE t CONNECTICN)
2x4 SFF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACW. IS PRESENT
�— CONT. 2x4 SFF RAT RUN '
SECURED W/ (2) I2d'= • EACH
TRUSS
(2) 2x4 -1 S.YP. DIAGONAL BRACE W/ (3)
12d'4 s EACH TRESS (DIAGONAL
X-BRACING TO COVER 5-TRESSES
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE s ANY SPAN B'-0' OR GRATER REFER TO
TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0-0' TO 30--0' (1)X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND M
BRACE DIVIDED EQUALY FROM CENTER TO END
() GABLE X-BRACING
SCALE: '
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 1" GUN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
IxS NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CRATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PR -ENS. TRUSS
10 CONV. FRAMED ROOF
9GALE: I2'•I'-0'
BETWEEN
0'-O' TO 30'-0' (U'X' BRACE
30'-1' 70 60'-0' (3) 'X' BRACE
0 'X' BRACE • CENTER)
(2 'X. BRACE DIVIDED ECUALY FROM CENTER TO END)
FIBERSLA55 SHINGLES OVER
W FELT ON 1/IG' OSB.
(2) 2X4 -2 SYP DIAGONAIL BRACE
W/ 3-12d s EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING W-ERE 'X' BF
IS PRESENT
(2)10d NAILS EA END
TO TRUSS
5" STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE t CONNECTION)
-1/16' 08B SHEATHING —
USE 8d NAILS AT
4' o EDGE t 6' o- FIELD
2X4 W/ 3/8' X 5 LAG a32' O.C.'
OR SIMPSON MSTA-24 a 32' OC.
SHEATHING NAILING TO BE
6'-8' D.C. IN FIELD
4' OCAALL EDGES W/ed NAILS
TRESS 24'...
1/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRESS W/ (2) I2d a EA. TRUSS
2X4 SYP RAT ADJACENT TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX
112-STORY GABLE END CROSS BRACING
SCALE: I2' • I'-0'
• 1115 UPLIFT
51t' B 14TSM120
WAC 10d TO TRUSS
AND (4) 1/4x 2 1/4.
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) 5IMP50M HTSMI20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAV 10d TO TRESS
AND (4) 1/4' x 2 1/4,
PRE-ENG TRSS
CONTINUOUS
BOND BEAM
TAP COMB
2' COVER
2'
2' APART
�o1TRUSS ANCHOR RETROFIT
12" Z
FINISH s LANDING
3/4' PLYWOOD F.F. -
DBL 2X6 -
I
36" MIN. FINISH
1 3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED RIN 3/�
FINISH ®LANDING PLYWOOD INTO
3/4' PLYWOOD FF. I EACH STRINGER
3-2x12 SYP STRINGER I DBL 2XI2
REINFORCED W/2X4 SFFOR
W/CONT. BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR o
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(B) S 3' SCREWS m EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER -1-3/4'
3/1!o' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT
GRASPABI L I TY
WINDERS- MIN. &' WIDE o NARROW END
MIN. II' WIDTH s 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
LESS THAN 4' TYP.
2XI2 TREAD ETWEEN SPINDLES
CUT TO FIT
IXS RISER
10,
HAND RAIL
I E
uN
u" 1/2' DRYWALL
IXIO TRIM
I' NOSING TYP.
(3) 10d CUT NAILS
® 2X4 P.T. Q SLEEPER INTO r
SLAB 11
STAIR SECTION DETAILS
v SCALE: 3/4'=1'-0'
A R C R 1 T E C T 8
6
DesOF!
Grou
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA S: 0003325
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SILVERADO
LOT #16
BLK #1
PROJECT*
04128.000-16001
a�oaE a
4EGB
"GALEN"
GARAGE SwWG:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
V I
J A11/07/16
SCALE: 1 /4"=1'— 0"
8m
D 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-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-R4
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-R2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 4103-118
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.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-16
A R C H I T E C T 81
6
Design
Gr u0.2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.00m
AA #: 0003325
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EIX7=ly. ae LOT
44
SILVERADO
LOT #16
BLK #1
PROJECT
04128.000-16001
monm1e
4EGB
"GALEN"
GARAGE SUING:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Aa�TECT�
STATE OF FLORIDA
pu-
I
mll
Pr A R C R I T E C T S
REFORMED CONTROL JOINT
ANGE OF CONTROL JOINTS TO
WILD TIED TO LATH a 9-
L MAX (VERT.). NOTE. DO
JT FASTEN CONTROL JOINT TO
ALL EVEN IF STUD EXISTS
:POND EXCEPT STAPLES W/
LEG MAY BE USED TO TEMP.
:CURE CONTROL JOINT
JRING INSTALLATION ----\
ISTENERS TO BE SPACED
T' D.C. MAX VERTICALLY
J' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 7, FORTIP15ER
BUILDING PAPER
APPROVED METAL LATH
FASTENED *T' (VERT.) OC. MAX
AT SUPPORTS
WIRB LAYER'),
STUCCO WRAP
WOOD SHEATHING
1THN SHALL NOT \
CONTINUOUS 1T.
ROUGH CONTROL
)INTS BUT SHALL
STOPPED AND
SD AT EACH SIDE. PROVIDE 2X4 BLOCKING
.R ASTM C1063
014 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 (NO. 18) 00415' WIFE
BLOCKING SHOWN MAY BE IN ADDITI \
7 WALL STUDS REQUIRED PER PLAN
i
Y"M" TYPE CONTROL JOINT
OI. FOLD NWARD . PT. A
®FOLD
OI. FOLD INW1)aD
PT. A
3. CREASE . R. B
A —A.. R. C
SHNGLE RO --
DRIP
I TI EDGE,NNGOVFRAP 9—
ExTETD IR' E CH
F, I•CCNlWICALLY
FASTEN I' OG. MAX
® 1 FOLD pR)ARD a FT. A
1. CREASE . PT. D
9. CR£nSE . PT.0
a )OLD PT. C OI,ER M.
a TILL PT. C TCUCVEB
OOTTOM FLAWS
r'
aotrcT,
FLAtY£ WATER TIGM
REAL. FOLD. QQ
—j' THICK, 3 COAT CEMENT
PLASTER
r--UFB LAYER 7, FORTIFIBER
BUILDING PAPER
,—URB LAYER -1,
STUCCO UFAP
LAP LAYERS OF dIILDN1 WRAP
OVER NAILING II h- A , STOP
�Eee�x 11S' ABOYE
..�Qo9�i WALL FLAENIN6
• q AILUf FLABMelG IeEE
DETAIL)
NOTE:
APPROVED BUILDIN5 WRAP
SHALL BE LAPPED A MINIMUM OF
6' a VERTICAL LAPS (ROLL
ENDS) 4 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPT7�
WITH FORTIBER SHEATHING TA
-.—Al
hx x x L x
LATH VERTICAL LAP TO BE I'
^r METAL LATH
WRS LAYER'),
STUCCO WRAP
EELOL OJLY / 6 AP WRB LAYER R, FORTFIBER/
I BUILDING PAPER
2 APER LAP
SCALE:
® KICKOUT
DETAIL
I <•,bM1•
I
�aL YJSTALL KICKOUT
FLASNMG AT B01TCM OF ROLF �
WALL NTERSECTIWB
WATER TK SEAL ([TEND OR
80LDER DD NOT art
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECLMD i0
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0,0415-IN. (121-MM)
WIRE AT INTERVALS NOT
MORE THAN 5' (229-M'1).
AS PER ASTM C1063
lE.l.
FOR REPAIR OF TEARS
IN URB LAYERS, TEARS
MAY BE PATCHED
WMOUSE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 1 STICK
WOOD STUC
SHEATHING
PAPER
STUCCO
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
W RT LAYER -2, FORTIFIBER
BUILDING PAPER
UM LAYER'),
STUCCO URAP
WOOD SHEATHING
K. A, `ATH
L APER
4'x4' SELF -ADHERING+ MEMBRANE y
FLASHING MATERIAL)
OVER W/ HOUSEYY
WRAP MATERIAL) OVER 4•
APPROVED HOUSE WRAP.
I' OR LESS PIPE
PENETRATION I .
OUT AND OVERLAP ONE SIDE OF /
SELF -ADHERING MEMBRANE
FLASHING
$TEP h
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS
1REOUIRED t0 SECURE
PIPE/ WRE TO FRAMING
6' `6' SELF -ADHERING MEMBRME
FLASHING (CC1'1PATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE W¢AP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
STEP 02 FLASHING
UFB LAYER'),
—... _ STUCCO WRAP
UFB LAYER 4, FORTPIBER
METAL) LATHAPER
SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
--� FLASHINGROVER APPROVED
HOUSE WAP.
--' FLASHING TO EXTEND ONTO PIPE
—%' CCNT. BEAD OF SEALANT
INSTALL AFFROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
G.V. FINISH (SEE TYP WALL SECTION)
SECTION PER FSC R7M 01
E ftdw WOft arb dadmm
E)mwioT use of porUenG camera plae0er
OW c..Vy vMa 9. eppkodon
repukwname of ASTM C 926-11A
ImlallYlm of e)dWw Whit and kemin0
L—eMgtong'— ASTMC 106&11A
HORIZONTAL LATH I & PAPER DETAIL \ffIf=E FENETF,:)74TION DETA
WOOD SHEATHING
WR5 LAYER'),
STUCCO WRAP
THICK, 3 COAT CEMENT I
.ASTER II I E ,r-y��E N
=TAL LATH
LAP WR5 4 TAPE OVER
ROOF/WALL SCREED
z
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
z
(NAIL TO ROOF DECK, NOT
L
WALL SHEATHING)
_
CAP SHINGLE - DO NOT NAIL,
I/ INSTALL WITH ROOF CEMENT
—M*
SHINGLE ROOFING
Y"L" FLASHING
N.T.S.
DRAINAGE PLANE (CURB
LAYER #I, STUCCO WRAP)
WR5 LAYER 1*2 (FORTIFIBER — — — —'—'—
BUILDIN(:'-;; F'Af=ER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING �/7Tll/i�TTlT
SELF-ADHESIVE FLASHING — — — — — —
NOTE :
METAL LATH: LATH TO BE PER FBC
R-103.ro-I / ASTM C-a4-1-12, MIN- 2.5 LBS-
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
Design
Gr
r LONGWOOD, FL 32760 �•�
PH: 407-774,6078
FAX: 407-7744078
w .abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT #16
BLK #1
PROJECT#9
04128.000-16001
][ODEIt
4EGB
"GALEN"
GARAGE OVING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHTECT
STATE OF FLORIDA
U
RIND
AR NO 93723
RA
P TM D11/07/16
SCAM 1/4"=1'-O"
8R'EET
WA.1
BACKER ROD
BACKER ROD
WRB LAYER -1,
STI x!'rn u1R,gp
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 15 TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4 CAULKING ® JOINT
ALL AROUND
PER FBC R703.6.01
EMS thin and astering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-11A. j
Installation of exterior lathing and framing
shall comply with ASTM C 1063-11 A.
I' HOODED VENT
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER °2, FORTIFOER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT (FRAME)
WOOD SHEATHING
WRB LAYER "1,
STUCCO WRAP
WRS LAYER 02, FORTIFISER
BUILDING PAPER
WOOD —
001vsTUCTION
—METAL LATH
g' Cftll VINYL CASING BEAD
6' RAISED BAND
V TO °.6' MID -WALL
. WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
7C HORIZONTAL WEEP SCREED
WISTONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER W2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING Fz=/ IJ
SELF-ADHESIVE FLASHING - — — — -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-64-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH -
WALL
6' SELF ADHESIVE
FLASHING (INSTAL
PER MANUF. SPEC
BUILDING PAPER
UNDER 'QUICK FL<
�AVENT PENETRATION
ly SCALE: N.TS.
ELEC. METEF
VERIFY LO
iil7 1Z' mm x�CI VC.
STUCCO SCRATCH COAT
t 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
- i
-1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
WOOD
{
r
ro' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
' THICK, 3 COAT CEMENT
PLASTER
Y8' TO %' MID -WALL
WEEP SCREED
;O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWIRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT -PROVE:
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRB LAYER'(,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
UIOODJTIM—F
T/S' TEXTURED
CONSINISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.G. MAX
8' CM
k' TO %' HID -WALL
VEEP SCRE£D
E�
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH • MASONRY
x�D HORIZONTAL WEEP SCREED
ll (FRAME TO BLOCK(
5TEF #1
STEF #3
S"
WRB LAYER "I,
STUCCO WRAP
CUT 'X' INTO �
SELF-ADHERING X
MEMBRANE FLASHING i
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
'1
STEF #2
APPLY 60 MIN
GRADE 'D' FELT
OVER 0
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER "I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
�- WRB LAYER 02, FORTIF15ER
BUILDING PAPER
STEF #4
ELASTOIMIERIC
COATING OVER
STUCCO/ C.V. FIN15H
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEF #5 5TEF #(o
OELECTRICAL RECEPTACLE
A R B N IT EC T S
Design
Grou inc
a�wi n. rt�nnw rtcN�rin owv.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV- aIAT:
SILVERADO
LOT #16
BLK #1
PROJECT*
04128.000-16001
10
wonlill
4EGB
"GALEN"
GARAGE III( :
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCFW ECT-.
STATE OF FLORIDA
FRINT
DA11/07/16
BCAxm 1/4"=1'-0"
e19MzT
dd A2
EXT. WOOD FRAMED
WOOD SHEATHING
WALL
WRB LAYER •I,
STUCCO WRAP
SUB -FLOOR DECKING
WOOD
W1R5 LAYER 2, FORTIF15ER
'CONSTRUCTION
BUILDING PAPER
PRE-ENG'D TRUSS
HAT CHANNEL
ii' THICK, 3 COAT CEMENT
WEATHER RESISTIVE
WAW TYPE 'X' DRYWALL
PLASTER
BARRIER h
W SAF. s TOP OF WEEP SCREED
WEATHER RESISTIVE
-
TO SHEATHING BEHIND WEEP SCREED
15ARRIER'2
'
4' POSITIVE DRAIN
THICK, 3 COAT CEMENY I v 4RIES
WOOD SHEATHING
WEEP SCREED
PLASTER
METAL LATH '
W1 RB LAYER 'I r'
-
STUCCO WRAP
WOOD SHEATHING
THICK, 3 COAT CEMENT
PLASTER J _
AM66-UFWC-l80 CUSTOM CASING BEAD
6' SELF -ADHERE ING
FLASHING WRAPPED
_t TOP VEEP SCREED
�
T
TO SHEATHING BELOW
W1R5 LAYER 01,
4' POSITIVE DRAIN
STUCCO WRAP
WEEP SCREED
i
ZO
•x4->
- WJRB LAYER 2, FORTIFIBER
GAP FIELD
--- - -
BUILDING PAPER
(SHOWN FOR CLARIFICATION OF
CLARIFICATION
i
SEPARATE ACCESSORIES ONLY)
6' SELF -ADHERING
_
WRB LAYER -1,
FLASHING WRAPPED
STUCCO WRAP
• CORNER OF CANTILEVER
1 4' POSITIVE DRAIN
AMICO AM66-UFWC-180
1 WEEP SCREED
CUSTOM CASNG BEAD
-
NO GAP IN FIELD J
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
10A BEAD DTL.0 CANT.
SCALE: 1 I/2'• I'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103./o.1 / ASTM C-84-1-12, MIN. 2.5 LBS,
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
I
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCTION
-WEATHER RESISTIVE
BARRIER M
-WEATHER RESISTIVE
BARRIER -2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD 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 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING
WOOD CONSTRUCTTON
RESISTIVE
1
RESISTIVE
2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NOY�LAP IN FIELDIN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@D_RIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
J' THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
10 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
JRB LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
3' X 3' 26 GA. GALV.
FINISH LAYER C2 LAYER
METAL DRIP EDGE
PEEL 4 STICK)— _
SET IN FULL BED OF
b' PEEL 4
SEALANT, Y2' MIN.
STICK ® DRIP
SPACE FROM DRIP
EDGE TO
•� FACE TO TREX
DECK
r
)5' GAP FOR BACKER
ROD 4 SEALANT
I Y2'XI 3Y P.T. OR SIMULATED
WOOD (TREX) FILLER
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING let 1
/,;
WEATHER RESISTIVE
LAYER (2 LAYER PEEL i\
r BARRIER "1
STICK) WRAPPED FROM
WEATHER RESISTIVE
BALCONY DECK TO
BARRIER 2
CANTILEVER ^^•^�a1'"^'
%
6' PEEL 4 STICK ® •�
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
SUB FLOOR
EDGE
®®
3' X 3' 26 GA. GALV.
\ METAL DRIP EDGE
__
-- — ----------- ---------' - .. - - . ..-- ,
••• SET IN FULL BED OF
I VXI %, P.T. OR SIMULATED
j SEALANT, K' MIN.
WOOD (TREX) FILLER,
/ SPACE FROM DRIP
CONTINUOUS -
i FACE TO TREX
Y,' GAP FOR BACKER
VINYL CASING BEAD
ROD 4 SEALANT
WATER let
OAY£R
FINISH LOFIWG
I:
AYER (2 LAYER
LAYER (�2 PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASING BEAD i''
J' THICK, 3 COAT CEMENT
PLASTER
'
METAL LATH
5/8' TYPE 'X' DRYWALL I
WOOD SHEATHING
W/TEXTURED 4 PAINTED
FINISH
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
J' THICK, 3 COAT CEMENT
BARRIER -2
PLASTER
4' POSITIVE DRAIN
VINYL CORNER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
11A x—x—x—X EDGE INSTALLATION
WOOD SHEATHING1I�
SELF-ADHESIVE FLASHING
2x FRAMING MEMBER
9' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
-, 71' O.G. MAX.
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
V I Vn l tir. WRB LAYER 02, FORTIFIBER
BUILDING PAPER
14A CORNER BEAD @) FRAME
2 1/2
- CORNER BEAD
(FASTENER 4 SPACING 0 l' O.C.J
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
COLUMN SHEATHING
,WEATHER RESISTIVE
'
BARRIER '1
WEATHER RESISTIVE
BARRIER -2
6' SAF. \
% •�
PEEL 4 STICK
11(2'x3' 'L' FLASHING
�f
FULLY EMBEDDED
IN ROOF CEMENT
I Y2' X 3' 26 GA. GALV.
METAL DRIP EDGE
Y1 GAP FOR BACKER
SET IN FULL BED OF
ROD 4 SEALANT
SEALANT, )J' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
BARRIER •I
WEATHER RE5ISTIVE
WATER PROOFING let
BARRIER -2
LAYER (2 LAYER PEEL
-- ,
EXTERIOR COLUMN
4 STICK)
rrer.aearm.
COLUMN SHEATHING
\�•'
• 6SAF.
\PEEL 4 STICK
•1
- X2'x3' 'L' FLASHING
SUB FLOOR - 'FULLY EMBEDDED IN
ROOF CEMENT
I Y2' X 3' 26 GA. GALV.
•- •----•--•-- - ---
METAL DRIP EDGE
11i'XI Nj' P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX) FILLER
SEALANT,)J' MIN.
CONTINUOUS
SPACE FROM DRIP
I
,FACE TO TREX
Y1 GAP FOR SEALANT
OPT BACKER ROD
VINYL CASING BEAD
WOOD SHEATHING
MODIFIED 90
WATER PROOFING let
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
j STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
THICK 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
A IN F
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1-HOUR
BALCONY DRIP
11C EDGE INSTALLATION C53 COLUMN
/TAT /"T "
VT ocuT-KTr_1
WRB LAYER -1,
f--
STUCCO WRAP }r5
WOOD SHEATHING:
URB LAYER -2, FORTIF15ER
BUILDING PAPER '
'
'
WR5 LAYER el,
METAL LATH
,
! STUCCO WRAP
f
I
J' THICK, 3 COAT CEMENT
WRB LAYER 02, FORTIFIBER
PLASTER
BUILDING PAPER
6'SELF-ADHERING
METAL LATH
FLASHING
' THICK, 3 COAT CEMENT
=4
•\1 \`•'VIEW FOR ED PLASTER
_
...
CLARITY)
DRIP CAP
WINDOW FLANGE
URB LAYER e2, FORTIFIBER
BUILDING PAPER—�_ -X
METAL LATH - - —
J' THICK, 3 COAT CEP
PLASTER
6'SELF-ADHERING
FLASHING
DRIP GAP
WINDOW FLANGE J L
15B CASING BEAD @ WINDOW
(FRAME, NO BAND)
A R C N I T E C T 8
GrZDesign
o s n�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
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EIUDDIV ae LOT:
SILVERADO
LOT #16
BLK #1
PROJECT#
04128.000-16001
mODEL4:
4EGB
"GALEN"
GARAGE SIwING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT-.
STATE OF FLORA
r .
F-PRMTDA 11/07/16
8CAT.M 1/4"=1'-0"
8HEET
WA3
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
-WRB LAYER n, FORTIFIBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
(o'SELF-ADHERING
FLASHING
VINYAL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WRB LAY
STUCCO I.
VINYAL
WRB LAY
BUILDING
METAL L
a' THICK,
PLASTER
&'SELF-
FLASHIN
DRIP C
WINDOW
CASING BEAD Cab WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
I
WRB LAYER 01,
'
i ; I
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
+ ;
BUILDING PAPER
'
METAL LATH
J' THICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
PLASTER
CLARITY)
WOOD SHEATHING
METAL LATH
WRB LAYER "I,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
$" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
IX TRIM MEMBER
a STUCCO TO
SIDING TRANSITION
SIDING-7
WOOD SHEATHING
Y4" GAP TYP
CAGING BEAD
TO TRIM
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER "2, FORTIFI15ER
BUILDING PAPER
WOOD SHEATHING
—WRB LAYER "I, WRB LAYER "I,
STUCCO WRAP STUCCO WRAP
CASING BEAD
V (o' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
UJCM SHEATHIJlIVE
LLEATHER RESIS
BARRIER -1
LLEATHER RESIS
BARRIER 1
/
\ 6'OELF-ADHERING
FLASHING6'
SELF-ADHERFLASHINGWEATHER
RESISTIVE
BARRIER 1STARTER
-
WEATHER RESISTIVE
STRIP
BARRIER -2
DO NO CAULK
Bj 6' SELF-ADHERINGSEA1
/ FLASHINGGALVD
METAL
GALVD METAL'Z'FLASHMGWFLASHING
SFeI nwculur
I
I y X W SIMULATED — - - - -
W(SOD TRIM MEMBER
STUCCO CASNG
X W SIMULATED
r 1 WaOD TRIM MEMBER
SEAL GAP W C.AULKNG
/ OR APPROVED SEALANT
STUCCO CAS rA
BEAD
SIDING TO STUCCO
®� BLOCK TO FRAME
�� TRANSITION
1J
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-641-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
x
WRB LATER #I
BEYOND
CI
i
STUCCO WRAP
WOOD SHEATHING
UEATHERRESISTIVE------
BARRIER S
.r
TTllll
I
HEATHER RESISTIVE —�
!
WRB LAYER #2, FORTIFIBER
BARRIER �1
b
BUILDING PAPER
HERING—�
F
AS
METAL LATH
STARTER BTRIP
Ll_
QQ NOT CAULK OR —�
a° THICK, 3 COAT CEMENT
4FAI Qf%-NIWF \`
\
(EXPLODED
VIEW FOR
PLASTER
Z' FLASHING
'Z*FLA 41W.
CLARITY)
"Y4 ),<TR I MEMBER
CASING BEAD @b RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2' =1'-0-
(W/%, FLEXIBLE PVC
BACKER ROD)
6'SELF-ADHERIS
FLASHING
WEATHER
BARRIER
I THER
BARRIER
A. THICK, 3 COAT CEMENT
SPLASTER
SEAL
METAL LATH
I
WINDOW FRAME
�.../—..._ _...__. _ ...._ ..... WRB LAYER 02, FORTIF15ER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/Ne' FLEXIBLE PVC BACKER ROD)
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
(o' SELF ADHESIVE FLASHING
I
WOOD SHEATHING
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
------------------------ L ----------------------------------------------------------------------
6' SELF -ADHERING
FLASHING
/
WEATHER RESISTIVE
/
\ BARRIER -1 TO LAP
A50VE TOP
KASHII
GIN
OFr'Z-
UEAT14ER RESISTIVE
BARRIER N
UEATAER RESISTIVE
BARRIER
\
\
GALV'D METAL
FLASHING
FO NOT CAULK OR
AL OPENING,
LLEATWER RESISTIVE
-
BARRIER "I TO LAP
`
W MIN. ABOVE TOP
OF 'Z' FLASHING
I Y.' X 6' SIMULATED
UIOOD TRIM MEMBER
UEAT14ER RESISTIVE
BARRIER
(W/%'FLEXIBLE PVG
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
® FRAME TO FRAME 15Afd21ER "1
TRANSITION
1 e7
4" CaAP TYP THICK, 3 COAT CEMENT
/CASING BEAD PLASTER
SEALANT TO WINDOW METAL LATH
i
I
— WRB LAYER 02, FORTIFIBER
WINDOW FRAME BUILDING PAPER I
I
-- WOOD SHEATHING
I
�= I
i
I
WRB LAYER 01,
STUCCO WRAP
I
--- 6" WIDE PEEL 4 STICK I
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING — (W/3/s' FLEXIBLE PVC BACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING —
WRAP
-----------------------------------------------------------------------------------------------
16A EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 1*2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO -
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — —
A R C H IT E C T S
6
Des n
Grob in�.
jT LONG WOOD, FL 32750 '•
PH: 407-774-6078
FAX: 407-77 40078
www.abdesigngroup.com
AA 8: 0003325
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SILVERADO
LOT #16
BLK #1
PROJECT*
04128.000-16001
impElu
4EGB
"GALEN"
GARAGE BITMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCFRTECT:
STATE OF FLORIDA
DA11/07/16
SCALE: 1 /4"= l'— 0"
slimm
WAS
A R C H I T E C T S
CUT HOUSEWRW
AT 45' ANGLE
MODIFIED 'I' CUT
IN HOU5EUF241-
LINE OF L
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
BELOW SI
FLEXIBLE
DO NOT SE
FIN
on
STEP 1
TEMPORARILY
FOLD -UP ' SEC
POUSEWRAP (O
TUCK FLAP UNC
at HEAD
FOLD HOUSEW
IN AT JAMBS 4
SLOPE SILL R
INSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEA[
FLASHING (i
DAMS) NAIL
FLANGE
EMEND
SELF-ADHE
FLASHING I'
BEYOND J,
FLASHING
INSTALL VIP
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TF
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
>PPLY %' NOM.-
:ONTIN000S BEAD
JF SEALANT AT
IAMBS AND HEAD or
APPLY TO BACK OF
JINDOW NAILING
:LANGE IN LINE W)
-RE-PUNCHED
SOLES OR SLOTS.
JIDE ADHESIVE -
=XIBLE FLASHING
,VER DRIP CAP
'ECTO-WRAP
E(2llV)
WINDOW FLASHING
INSTALLATION DETAILS
O1 (FULL WIRAP)
SCALE: NTS
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCT
APPLY
MEMBRANE
/FLASHING
OVER JOINT
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING I
HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANIffACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
5OM7ATIBLE
NOTE: -- -
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF
(EXTERIOR RETROFIT WORK
.NOTE: -
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
NOTE: --
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
PH: 407-774407'1
FAX: 4.7jgn74407group.co
7.
www.abdesm
AA A: 000332b
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SILVERADO
LOT #16
BLK #1
PROJMT#
04128.000-16001
HODRI,
4EGB
"GALEN"
GARAGE a1WING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
DAM 11/07/16
aCALE: 1 /4"=1' - 0"
arIEET
WA5