HomeMy WebLinkAbout36185 Stable Wilk Ave♦ Y P N I T P e T 2
• 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
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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
AIR CONDITIONING
LUM.
LUMINOUS
• ALL LOCAL AND STATE CODES
ALT.
ALTERNATE
M.C.
MEDICINECABINET
AMP.
AMPERAGE
MIN.
MROMUY
.00CUPANCY -
RESIDENTIAL, GROUP R3
BD.
BOARD
Mm
MOUNTED
•CONS°TRUCTION TYPE -
VB
cL
CAB.
CENTER LINE
CABINET
MTL
N.T.S.
METAL
NOT TO SCALE
•MIN. INTERIOR FINISH -
CLASS B
CLG.
CEILING
O.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 THE
PLT.
PLATE
•1-STORY RESIDENCE -
D.
DRYER
PLYWD.
PLYWOOD
• 2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
DBL.
D.C.
DOUBLE
DUAL GLAZED
PR.
P.T.
PAIR
PRESSURE TREATED
AND STATE CODES
DU.
DIAMETER
R.
RISER
DIM.
DIMENSION
BAD,
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
DS.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEV.A.
EACH
ELEVATION
SILT.
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC.'S
EQ.
M.
EQUAL
EXHAUST
sm.
sm.
SHOWER
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
LIVING
1926 60. FT.
F.G./FX .
FWD GLASS
SL. GL.
SLIDING GLASS
GARAGE
430 SQ. FT.
F.G.
FUEL GAS
STD.
STANDARD
ENTRY
16 60. FT.
FIN,
FINISH
SWS
SHEAR WALL
LANAI
£8 SQ. FT,
FLU'
FLUOR.
F
FLLUUORORESCENT
SC
SOLIDIO
CORE
TOTAL
236SQ. FT.
FR. DR.
FRENCH DOOR
TEMP
TEMPERED GLASS2
FAG.
THK
THICK
CA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.1.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
BDR.
HEADER
WD.
WOOD
HOT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
REVIEW PATE
CITY OF ZER i"
Hl Ls
PLAN EXA
I ER �/
ALL
PREAO NG CODE OMPLY WIT►;
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, AND
CITY OF ZEPHYRHILLS ORDINANCES
St l l
/ I
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE Ytit
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG 1A-DOWEL PLAN
PG 1B-LINTEL SCHEDULE (CAST-CRETE)
PG 2 -FLOOR PLAN
PG 3C-FRONT, REAR, LEFT & RIGHT ELEVATION °C"
PG 3C.2-WALL ASSEMBLY ELEVATION "C"
PG 4C-FRAMING PLAN ELEVATION "C"
PG 4.1-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC 1-STORY SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY SECTIONS & NOTES
PG D4.1-MONOLITHIC 2-STORY 1-HR SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL
PG WAl-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING
Design
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-77440711
www.a bdesigngrou p.com
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PAGE
COVER
PAGE
150 MPH EXP. B Of
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
II. ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
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
IL EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
9. EXCAVATIONS TO BE A MINIMUM OF Y_ 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".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.".
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.
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. 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 =1,5W PSI Fv =175 PSI E=1,600,D00 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTTTIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' COX PLYWOOD. 5V COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG01 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 2x 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 "W TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Ftn =1500
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
CONSTRUCTION.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
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 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN"/,INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
4. MORTAR SHALL BE TYPE M OR 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 1-2D07 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 aG i ieAiTGn rn i llan nFen of i is i nia i nan nGri arnnuc cues i ao i ueiTGn TO i i)en
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
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, AG 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-0".R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _X
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER '/,'
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%'
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 INDS) 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 1
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
GrZDesign
LN�.
1441 N. KUNi U K AU" OLVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
w .abde lgngroupxom
AA #: 0003325
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BuBDIV. a LOT:
SILVERADO
LOT 21
LOT 1
PROJECT
04128.00 - 21001
M0Dffis
4EBB
"1828-CALI"
GARAGE B'WMG:
LEFT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
m
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,
ROLAND AEtOUCHACFiA
AR NC 93723
WHERE APPLIED OVER MASONRY OR CONCRETE.
DP A 11 /02 /16
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
SCALE: 1 /4"=1' - O"
2-STORY GYPSUM BOARD
SHEET
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
T
N
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15115
14.
SECURE STRAP TO
UNIT W/ (2) -8x1 1/4
A/C
SHT MTL SCREWS
lylIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC
CONC. W/ (2)-3/I&'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD s 12' FROM STRUCTURE
2• VTR
2A
�-i I/2'
KITCHEN
SINK W/ 2' VTR
�i 2
\
AUTO PENT 2•�>�j I/2�
F i
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�24fr
1 I/2�II
LAvi11/2 . .
LAv
TUB
I
3
2
3'
WC
• SHWR 1/2'
2• WASHER
PLUMBIN
g•
CO
4'
DIAGRAM rMA
I
4
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DI
—
— — —
■
Wo
4
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SO
0'-0' ELEV.
IILI
FIN. CONC. SLAB
4' CONC., REINF. W/ 6'x6'
�i
WI.4XWI.4 ULM ON 6-MIL POLY-
I ■ ■
■
_
ETHYLENE VAPOR BARRIER ON
L
- _
WELL -COMPACTED CLEAN FILL
— — —
TERMITE TREATMENT SHALL BE
10
BORA-CARE
DI
EXTEND
SLAB 11/2'
14'-3' 14'-8"
3'-4"
I
'1'-5'
36'x60'
II SHWR PAN
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SLAB
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(COND.1
1
■
BOLLARD AS REQ.
I/ PER BLDG. CODE
_
\
EXTEND END OF PVC.
RASE UP 12' ABOVE
3,-� ^ 4"
i
I COND. CCNC. PAD
I
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FOR ELEC. TO
ISLAND
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SLAB 1 1/2'
� Irz
I
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ELEV. I
FIN. CONC. SLAB
I
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FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014).
ro
s
24'X24'XI2' GONG. I
PAD W/3-5 BARS
E.W. ON CHAIRS
MIN.- COVER
A R C N I T E C T E
ICI
PH: 407-774-6078
FAX: 407-77 c8
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AA S: 0003325
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SURMV. dt LOT.
SILVERADO
LOT 21
LOT 1
PROJRCT#►
04128.000-21001
atom
4EBB
1828— CALI"
GARAGE SI MG:
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCFRTECT-'
01
DATjL. 11/02/16
SCAM 1/4"=1'-O"
mHEXT
1
15'-8"
DOWEL PLAN
A N C N 1 T E C T 36
Design
Grou ..�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32760
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngfoup.com
AA M: 0003325
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SILVERADO
LOT 21
LOST 1
12 000-21001
MoaEr.9
4EBB
"1828-CALI"
GARAGE SWMG:
LEFT
PAGE:
DOWEL
PLAN
k.150 MPH EXP. B
a
TM
I 11/02/16
8CALE: 1 /4"= V - 0"
OHM=
IA
A R C N I T E C T E
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE ORAVITV I DAM FOR M' PRFCAST A PRFSTRFCSFn 11-I INTFI S
Glo-CAEw
SAFE LOAD - POUNDS PER LINEAR FOOT
8U8
v-
LENGTH
sFSb
ero-D
aFK-e
-
s-D
sri-D v-D
2'-10'(34') PRECAST
2231�
3CH
4.me
46�
6D
D
IDII
lv4l
4
b914
IM9. Ye0!
Iml94 bm9
3'-6' (42') PRECAST
2231
!ae
366e
!lg
sK!
big
66m1
1Sn
Oms4
eel4
YM beN
b9•i4
4'-O' (48') PRECAST
F366
]561
tres
] I
46ms
9At0
6D
4be9
»4l
sls
tm34 Nml
Imset Dms
4'-6' (54') PRECAST
Fjyg
19se
xle!
Nb
4!»
]yl
3»3
le4l
4e16
esV
e40m 12]4
1m191 ee09
5'-4' (64')PRECA6T
121106
L949
14%
less
]5s0
!n!
%ee 4249
1613
36'!m
5%e
1841
1!
eV9 Dn
5'-10'(10')PRECAST
12
�'
Ins
KN
2m9m
]sN
3mDe l41m
14N
%v
496m
W
b'-61(18')PRECAST
we
n%
i2m
2n1
7nl
340m
3Ym
3mN
5331
31m1
8%m
4%3
94
Sms1
T-b' (90')PRECAST
143
-
I
2
!g1
DR
TV9
2K1
!661
346
N
9'-4- (112') PRECAST
554
695
»2
II6m
Ill
16]e
1 -1
29e+
xsb.t
34ei
94Y
23b
42K9
3!m]
10'-b Y126')PRECAST
4l5
Sri
A9
toss
21
ri%
649
2
bS499
IW
toss
21M
4194
II'-4' li%')PRECAST
362
'
349
t%6
K46
2-
3tll
4mm6
SD]
!4s
nsb
W6
]4]9
3PI
40m6
l2'-04(144A)P1WCA&T
331
s40
�'
ne4
Isu
2gn
tams
se32
540
Bl3
U34
-
2g32-
IX-4* (160'PRECAST
256
nl
4ll
l%
IOIe
10»
.2.
4ri
M!e
23K
riK
ND
14'-O'(168')PRECAST
219
4]4
lM
Dm]
n]6
Kel
2nl
M!m
tms
ISO]
D%
K91
ant
%!m
14'-8-(ITS-) nbeTlrreae
Np-
Iae
Ne
NR
NR
NR
NR
.ae
4ss
169
nlm
g®2
mo.
rin
212
IS'-4'1184') rlbenc
NR
NR
NR
NR
NR
NR
NR
rat
4P
lb
n33Mil
2-
ten
Il'•4'(2�'1'IbeTlb
IyR
NR
NR
NR
Ne
Ne
NR
Nt
3m0
9%
990
1T26
I6M
IM9
]m4l
19'-I'(332•)FeEentesx
NR,
�
�
Nt
N°
laQ
.n
raa
xn
+m
'nm
IPsI
Itet
gg
nK
21'-4• (2S6')'Ibe
NR
ae
Ht
.le
Iae
rat
NR
NR
DD
340
see
e s
Iw
tl59
u6e
22'-O'1264')I•meeTae
NA
NR
roe
NQ
toe
P1t
roe
roe
K9
96
590
181
1041
pN!
I
24'-0T288')m.ANFE
Nip
Ne
NR
rat
Re
NR
rat
NR
P9
te0
43m
6s4
eeb
ro9x
2
RA FF I I.- I DAD. FDR e" PRFn ART R PRFRTRFCCFn ILI INTFI R
CIISV-* n
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
"rr
e.V-n
8F rr
!t rr
R rr
BF]p-n
is]-n
66.2T
SO4T
a 2T
m-]
4-2T
i 2T
SF32.2T
3'-b' l42') PRECAST
Hb9
16"
Y 24
4l
5263
IIIN
I"
ro69
2689
3124
4
-1
bW
lmN
4'-O' (48') PRECAST
19 3
]sme
90e0
30D
-
eve
-I
I]s9
23me
Soso
3eD
491D
SS]e
6mg
4'-0' (54') PRECAST
Pml
ado
nml
!.9»
4m4!
bill
5319
Uml
]mom
21m1
16
-1
41ll
531e
S'-4'(64')PRECAST
Db
nD
Vl6
2e%
3399
Seal
b22
Ids
ne
231s
]6!e
3999
seal
49V
S'- WOO') PRECAST-12120
2
eh
1561
tmem
2M
1101
!1AW
41
PRECAST
ss9
2
21
aril
3112
D!9
1401
mb6
2-
1also
!]el
9lU
T-6' (90') PRECAST
ltl
K]4
ts1
v
121
w4
K21
JND
2Ml
922.
9'-4' (112') PRECAST
I
lM.
.14.J
W.
26
]
I
NI
nD
49
-1ae4
2
10'-6-026')PPECAST
e!O
Sls
9K
1",
-6
n
ton,
SDm
itl!
IDm
uV.
nbs
2
2346
II'-4' (136')PRECAST
bu
103
roP
494
bmt
Imo
Ilx
w3
nro",
2-
aK�
12'-0'(144')PRECAST
I.
4
la4
3V,
03
use.:
6e6,
41
e50
KY m
13'-4' (160' PRECAST
4b
96
lu3
D23
u
K9
ISet
14'-0'(l&S')PRECAST
_
39ss.4
124
111111
lco `
R
41m
9
68'1
14'-8'(nb')FIEeT�
2Ya
IN
_at_111
394
!Y
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N9
sV
b]e
etb
BK
DI
n94
IS'-4'(104.)PIR6
214
2-
w
21
1G
P
93
K
IT-4- (208'2zRIIII
l
Iet
-ItLbK
3mb
sms
I
l4m
6%
l56
ml
ble
uv
19'-4-(232')F STIiL•
Ka
m
"1
"1.."1
l4l
21'-4• (256')P lI rbeaE
u2
1u
224
232
!mt
.11
ea!
393
eat
MI
n1
e.
tlxl
22'-O'(264')r'eESnIE
nl
nl
1st
V!
x96
3%
!»
en
463
eb
e
---
24'-0Y288')I•laa
P4
n4
n9
2.1
m
!42
4K
sm6
4e]
15,
%1
bl6
SAFE GRAVITY LOADS FOR a•' PRECAST Le/ 2" RECESS DOOR U-LINTELS
CiIIDf•GMEI
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
.IiK
pry
4'-4' (52') PRECAST
KM
nag 999e stem 4�949 44x1 64•y Yl6l
IbM %99 92p 99 am6m 94» Imb99
4'-6' (54') PRECAST
1494
16% 36'6s b 4eK 9et4 se04
»e Saes e366 39 etKm 94'g mb33
a6
5'-8' ("')PRECAST
etm nlm nK ttn %!e s402 396e
ash
%l 24N 4%l 6lB9 l•Jl call
5'-10'00')PRECASt
Nm
bee Ks! Kmm w riss 3n4 nmm
Iln ]34] 424] 6s39 l40
(80')PRECAST
lei
9m bne 3nm 5046 ll4t 9446 19s0
eN Iva 3nm sm4e lee 94»
l'-b'!9®')PRECAST
lye � 3IYJ sits Svs V39 %23
she
l55 u90 34ee sTli 5lU
9'-8' (N.') PRECAST
466 999 roes tri3 3" 4mN 9I4s
sze e59 rose 2»3 3Ue 415m SeN
SAFE UPLIFT LOADS FOR a" PRECAST .12" RECESS DOOR U-L80FLS
CweFCMn
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
-
4'-4' (S2') PRECAST
amP
K66
236x
loss
slNm
444e
Sum
ems
Nee
2%2
3me4
1151
4445
5u0
4'•b' C54') PRECAST
e6l
K04
]21]
2W!1
%0l
4215
3
361
Kd
-
-
3601
42»
4e43
5'-e' (68') PRECAST
-
1i6e
1»t
ave
2m•I
-
3vI
s»
v6e
I»l
xsae
aae+
33ax
sell
5'-10'(l0')PRECA9T
6S3
Uml
rub
2M
2111
3iFm.
les
699
U9!
n46
2]e9
211
92%
ale!
V -a, (80') PRECAST
Slm
690
U
ril
s
elm
DSm
ro30
19em
24.
L»
3M
l'-b' (90') PRECAST
sm6
l42
n64
2
]!6
ass
e%
bee
%4
; h
2Ks
tSsl
rice
9'-8' (I16') PRECAST
U]]
2
See
Sb0
ImV
13N
I-I0f
2mK
2391
L- 3
L- 3
L- 4
<2) 3052-SH
EGRESS (2) 3052-SH
LIVING ROOM R LANAI
8'-8' CLG. I -I 8'-8' CLG.
OWNER'S
SUITE
8'-8' CLG. - 6068
L- 6
ROOMG
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II /� "u------�
BATH
O
I�/ I
W.I.C.
1
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1 - F--
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I
KITCHEN L - -
I I LAUN.
8'-B• cLG.
I
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r--�
PAN.
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8'-8' CLG
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BDRM. #4/
--
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11
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BATH #2
GARAGE
F DYER-
8''- 'CLG.
v
BDRM•#2
ENTRY
I
=7-
(2) 3052-SH
EGRESS
L-1
L-3
LINTEL SCHEDULE
I
I
I
I
I
I
4CAST-4C4X4WLINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
I1'-4'
SF28-18AT
L 2
4'-1'
SFI6-OB/IT
L 3
T'-W
8FI6-IB/IT
L 4
II'-4'
8FI6-IMAT
L 5
9'-4•
BFI6-IB/IT
L 6
l'-6•
8F24-IBAT
L l
4'-b'
8F8-IB/IT
ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL . 8'-V' AFF
L 8
NOT USED
L S
5'-8'
8RF6-0BAT
LINTEL SET 8' BACK FROM FRONT OF HOUSE
NOTE:
THE LINTELS MAY
BE SUBSTITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY
THAN THE VALUES STATED
MATERIALS
GENERAL NOTES
g Safe bad .III based en ral-i de.lgn anelyel. p.r
�, SAFE LOAD TABLE NOTES
°
1. For blgMs
TYPE DESIGNATION
L r'c S' preceat Ilnlel • 4000 pal
2. na prat I
IcAT 6mm19 pe
I- ROVIde Nil n«ur b.d end bed JoIMe.
n k
2. Shore lied a. r.qu e
ACI 3D and AC 530
I0. The 4lxtwbr OI IIrn.K Ire M sxlarl« c.-d
I. All ve b.e bee.d on nlnimm 4 Indl
nonMel -arl"g'
a•tnposltn INlel rot ehomn,
'I� re bad Ron n.xl loos bl ehaun.
F .PILLED NTN GROUT / U • UtFILLED
AST?
3. Gout per ASTM C416 ng 3000
Pei ./ maxleaen 3/6 N Jl
ggrMt. e 8 - 11 Inds elufp
I -I I
3. K.ulletion of Innal earl 1ply mIU 111e ardrtlscu�sl
end/« .Vue I dsxtenelu.
4. U.L-I. ere merur--I lulth 9 I!1' long rotGw et
t
nesarty malls Null bw a coelbg d' .luac0 applyd of ece«eKlre
11 N
eIN ABTM C-2% « .0- .d COall
aPprov n9
II. Lintels bedetl elewlunewsl Ilh (geN uJ «
SEE SAFE LATERAL LOAD ExtapUan, Safe baM f« Infllled IBllels eul
be "6--d by ] If bearbg ImgN Is
TABLES FOR LOAD RATMG 16u Ihen 6 1l1 Indus.
8. For IKUNs iegn`n rot .boon, ws .ere load
ran xen longe.l _g1Y1 Noun
9. All cafe Bede In unite of ponds per Iineer
G
Gn4NTITT OF S REEAR AT Z
BOTTOM OF LMTEL CAVITT U i
�
4. ale rKsorcy (Mlle (CF2U per
Concr
the exb Le eeeomedate V 1-1 call relnf«sing erd geuting.
vttlul
y e W
uphro.-I harfzdHel (ielwel) beds should c/Kduzd
FOR EACH ADDITIONAL
pEIM71�Ep Q••/J FULL 2. NA • NOL Rated
real
G
JQ
A91M C90 mA,I -net arse
S. ItMerbtce Uu CAST-CRETE Load Derleetlon Gaph brodv.
f« Ute ranbined loading .IN Ua folbeHg s"t-,
COURSE 3. Sara loads are s Vw W poeee ell-Iabla bad..
W. All ea re la el ba.ed en simply supp«lmd
n
collpr..1- wwgU+ . ISAD P.,
5. Wber p.r ASTM A6IS Bred. 60
r« 1-1 deri-I.- hformatlan.
e. Betldn n.ld added r.bar to M leul.tl al Ur bettor
4. Saf. bads be I on grade 40 « ema 60
n.ld raba..
span.
a The nmb� N w w permUiwle
- I B / I T
CJ ICJ LJ I
b. PYseV..el end 49TM A4K
ng el. Per
or the 1-1 u 1 ta}
Auohed vwtiul laed • �211ed h«Izenlel bee
S 10
6.1. Sere h«laonul
/t' CLR TYP 9. One ml mbar be nb.11Wted r« leo
nay
Irlditate. Ux tart reduction f« G 40
Pan gra
QIAMITY OF 7
'•I
g ads 210 lau r.I. Llan
1. Morlar per ASTM CiIO type M « S
1. l/92' dle.lels mire ellmupe ere melded to Ule
bollom sisal f« mecMnlcel endarege.
V 1-1 Iced bed
pec y can
I2. A Itlpvl latafel bed ca It be
5 reban In S' lintels only
(2) ei fEEBAR b. Ths de.lgnw nay evalWle corlcenMet�
V.GR/0
tteld added rebar.
Eza•pls l'-b' Ilrkel Lyae 8F32-IB ufe
I
3
L REE- AT TOP
s
a. Gat-b- Kce concrete u b. Id.d K Ile IMLeI
P y Vxo" ce"Pee
ebtaxKd by ur d..lgnar by proNSl eddl1 r.IK«eyed
«GR80 load. eon l2K care bad leble. by
gravely bad • 26)
L
NOMNAL NEKdR
K Ile. of concr.le msarry unlu.
t ri
earv.l. msorry ebevs Ur IKuI. Sae dsull at. rlgM:
ealwuurgaUK maximal r.e Ktlrlg t
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reduetlona6412 (ts9) • 5501 plf
1,
NOMINAL ilil
LONGWOOD, FL 32750
PH: 407-7746078
FAIL 407-774,4078
www.a bdesigngroup.com
AA #: 0003325
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SUDDIV. ae LOT
SILVERADO
LOT 21
LOT
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P3MOJM28 OOU-2tMt
uODELs
4EBB
1828- CALI"
CAltAOE 81111M s:
LEFT
PAOE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
-9 r.EBAR AT TOP
MIN (U Rit AT
fI-V3' CLEAR
AA AA 93723 --- J
I3DATS, 11/02/16
c)w.
SCALE: 1 /4"=1' - O"
GROUT
SERMT
7 REBAR AT BOTTOM
CF LINTEL CAVITY
ROTTEN REIN%ORCNG
PItOVIDrD M LNTEL
fVAWE81
COMPONBR AND CLADDNG
WIND LOADS
BASIC VW EFOSW FOR S SECOND
G1 M
OPENNOS
SQUARE
ZONE
60IFH NO OW
RHAAW
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR MIN. CRITERIA
5GD. MIN.
41
5
22/-28
CRITERIA
16010 O.H.D.
112
5
24.32/-21.41
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED. 2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. OONIRXDATE07
4•
(2) 3052-5H
EGRESS (2) 3052-5H
i I
v
i
LIVING ROOM
I
LANAI I
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8'-8' CLG. I
cq
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OWNER'S -
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I
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W-8' CLG. _ 6068
5GD.
I
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2X8
QII.00MG
i
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8'-8' GLG. -
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1' 110"
e
6'-2' 4'-8" 1'-5°
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BATH -- W.I.C. I= v. A
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11
i
v
_ BOLLARD
A5 REQ.
PER v �I I C G) ry•
�
BATH #2
m
BLDG.
11
CODE _ Q
8'-8' CLG.
m
j
-- GARAGE DTI ? 0
{
I
V.S m,
FOYER
a 0
BDRM.#2 _
3068 W/ `� N
36'XI0' TRANS. m
L.—, --
8'-8' CLG.
ARCH o 8'-O'
-
_
ENTRY - al
AFF-
e ,1 V
-
I
C2
-
j
1
-
--------I6'-0�X1'-0'OJ-ID-----�EGRES
e 2'-8'
*
-
28 __- 1'-
- _.---1
4 2' 8 2 2' 2. z l_P"
�:._ �'-m
4'
i4 m
— 8
FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR
W/ TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF-CL05ING DEVICE (R3025.1) FBCR 5TH ED. (2014).
SQ.FT. CALC.'S
LIVING
1826 50. FT.
GARAGE 430 50. FT.
ENTRY
V. SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ, FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'
I .4.
DBL.
TOP
PLATE
M
H BAR DETAIL
ARCH
B �
0 rol
r
m
D�ARCH
A R C H I T E C T!
6
lets
Groin.
Ai N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.abdesigngmp.com
AA A: 0003325
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SILVERADO
LOT 21
LOT 1
04128 00 - 21001
]LODEL
4EBB
"1828-CALI"
GARAGE SMMO:
LEFT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
ARCHfTECT
STATE OF FLORIDA
07120
P � D11/02/16
8CALE: 1 /4"=1'- 0"
skrm=
2
'D. CALCS - OFF -RIDGE VENTS ONL
A R C R I T E C T E
BLDG. HGT.
12
— --7
6
4' FRIEZE _ ``
BAND _
�W
COACH
LIGHT
0'-O' FIN. FLR - _ - - - - -- - - - --I JI- ---- ,
`- FRONT ELEVATION
TEXTURED FINISH
I
6
�/
ROOF
DECORATIVE
FOAM DRAIN
TILES
HGT 8'-8' BRG. HGT.
1_0
16'X60' FYFON
DECORATIVE
SHUTTERS OR
EQUIVALENT
4' RAISED
BAND (TYI-J
FIN. FLR. 0' 0' FIN. FLR
I�6
OFF RIDGE VENT
4REAOFA'MC
= 2364 SO, FT.
NET FREE VENTILATION AREA REQUIRED
= I/30D
REQUIRED VENTILATION AREA
= 2364 /300
= 7.88
VENTILATION AREA %SO, NCHES PER R.(144)
= 1134.72 SQL IN.
MIN. REQUIRED VE14 TILAZI4
.5x 1134.72
IN UPPER PORTION OF ATTIC
- 567.3654. IN.
DFF RI DGE VENTILATION AREA
= 115 XL IN. PER VENT
567.351115
TOTAL#Of VENTSREQUIRED
= 4.4 7
TOTAL R OF VENTS PROVIDED
- 5
"AREA OF ATTIC IS THE PERT MITER OF THE HOUSE, LESS THE OVERHANG
EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
8'-8' BRG. HGT_
I -m°
roi v vl
� r
OFF RIDGE VENT OFF RIDGE VENT
REAR ELEVATION
TEXTURED FINISH
8 -8' BRG. HGT
■
`v
i
0 -0' FIN. FLR 1
_. --_-_- ----� - ---- - - `k - �----- --- - -- -----iO=O'_FIN. FLR.
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
8'-8' BRG. HGT.
77
0'-0' FIN. FLR_--
RIGHT ELEVATI-ON
TEXTURED FINISH
0'-0' FIN. FLR
0'-O' FIN. FLR.
8�
(-A-,,DECO. DETAIL
t1 SCALE: 1/2' = 1'-0'
WMcicrn
FAX: 407,774-0078
www.abde*;igngmup.com
AA M. 0003325
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iLiJ
evsDiv. de I407
SILVERADO
LOT 21
LOT 1
PROJECT/
04128.000-21001
Mol"CL&
4EBB
1828- CALI"
GARAGE OWMG:
LEFT
PAGIC:
FRONT,REAR,
LEFT &
RIGHT
ELEVATIONS
150 MPH EXP. B of
ARCHRECT.-
STATE OF FLORIDA
PTM D11/02/16
8CALE: 1 /4"=1' — 0"
MEW=
3C
A R C H I T E C T 3
3
VA
FRONT ELEVATION
TYF.A ■
I
i
LEFT ELEVATION
I I I TYP A,
El 1:1 1:1 F
I
REAR ELEVATION
TYP.
WA P
TYP.
IF
RIGHT ELEVATION
L
�nj
u
Wrlocidn I
FAX: 407.774.4078
www.a bdesigngrou p.com
AA #: 0003325
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0
F
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BLTBDIV L & OT
SILVERADO
LOT 21
LOT 1
PROJECT
04128.00 -21001
MODEL:
4EBB
1828— CALI"
GARAGE 8'WMG:
LEFT
PAGE:
WALL
ASSEMBLY
ELEVATIONS
150 MPH EXP. B
10 7 7
rpnxNTDA Ii/02/16
SCALE: 1 /4"=1' - 0"
SHEET
3C,
DENOTE RAT fdlJ • 10' O/C MAX
— .. DDM 1X6 SiFZUAOC # 1V O,C MAX
FRAMING PLAN
CCA 01/14/14
A R C N IT E C T E
Design
Grou 1...
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abde igngroup.com
AA #: 0003325
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4
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F
4
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F.
U
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evlmm de LOT
SILVERADO
LOT 21
LOT 1
PROJECT
04128.00t-21001
MODUL:
4EBB
"1828—CALI"
GARAGE 811MG:
LEFT
PARSE:
FRAMING
PLAN
150 MPH EXP. B CCA
D TM 11/02/1.
8CALE: 1 /4"=1'— 0"
8H81ET
C
CONNECTOR SCHEDULE CONTROL DATE:
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-18
1400
(1) 10d x 1 1/2' I -PLY, (6) I66 2-PLY, (USP: 00) 10d X 1 1/2' - NO I6d OPTION)
(2) META-16
1585
(2) HTA 16-18
2800
(10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 IQ')
1500
(14) I6d 2-PLY (USP: NO I6d OPTION)
HETA-16
1810
HTA i6
1615
(5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 101d x 1 I2', NO I6d OPTION
14ETA-20
1810
HTA 20
165 1
(5) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY U5P: (10) 10d x 1 120, NO I6d OPTION
r
ftf
(2) HETA-20
2035
(2) HTA-20
3110
(10) 10d x 1 12' I -PLY USP: (10) 10d x 1 12'
2500
(12) I6d 2-PLY (USP: NO Ibd OPTION)
Z
O
LGT-2
2150
LU3T-2
ISIS
(V - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WB, WOOD (16) 10d
in
DETAL-20
2480
NO USP CONVERSION FOR SIMP50N DETAL-20
(18) - 10d x 1 1/2, 1 PLY
MGT
3565
MUGT
4000
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 1Od TO WOOD)
HGT-2
10980
HUGT-2
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
HGT-3
1 .
WHUGT-3
5365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
LGT3-SD525
3285
LU3T-3
5330
(12) 5DS 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-12' (USP: (10) 10d x 1 12'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(U 5/8' AIR IN NIGH STRENGTH EPDXY (MIN. W EMBED), (16)-SD6 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) SIV A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-9DS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1555
(14) 10d x 1 12' (USP: (14) 10d x 1 12', 04) 10d)
HTS-16
1150
HTW 16
1660
(16) 10d x 1 12' (USP: 06) 10d x 1 12', (16) 106)
HTS-20
1450
HTW 20
2045
(24)10d x112' (USP:(24)10d x 112',(20)10d)
HTS-24
1450
HTW 24
2045
(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
LSTA-12 .
525
LSTA 12
510
(10) IOd USP: (10) 10d
LSTA-18 •
1235
LSTA 18
1360
(14) 10d USP: (14) 10d
META -IS ••
1315
MSTA-18
1315
(14)10.1 USP: (14) 101d
(n
M5TA-14 +
1640
M5TA-24
1150
(10) 10d USP: (18) 10d
121-
MSTA-30 ••
2050
META-30
2140
(22) 10d USP: (22) 10d
<
MSTA-36 +
2050
MSTA-36
2525
(26)10d USP: (26)10d
1—
MST[-36
3800
KSTI 236
30W
(36) Imd x 1 12' USP: (36) 1Od x 1 12'
N
MSTI-48
5065
KTSI 248
4250
(40)10d x112' USP: (48)10d x112'
N6
S50
LFTA 6
1555
(8) 8d TO PLATES, (8) 8d TO STUDS (USP: 06) 8d x 1 1/2', (16) Sd)
SP4
885
SPT 4
545
(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS
A34
3%5
MP 34
410
(4) 8d x 1 I2' TO BEAM, (4) 86 x 1 1/2' TO POST. USP; (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
WHOP 2
1010
(12) 10d x 1 1/2' USP: (10) 1Od x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
1410A
1340
RT 16A
2180
(18) 10d x 1 12' USP: (9) IOd x 1 12' TO TRUSS, (8) 1Od X 1 12' TO PLATE
VGT t HDU4
4565
PHD 4A
4535
(16)-9DS 1/4'x3' TO WOOD, (IO)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSAASHER2 PLY
USP: 5/8' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS
VGT 4 W01S
4540
TDX 10
5110
(I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/U)ASHER2PLY
USP: 1/8' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' T14RU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(1) 5/8' A.TR IN HKrFI STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000
PAU 66
2535
13815
(1) 5/8' ASR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)lbd TO WOOD USP: SAME AS SIMPSON
N
LTT15 +
1340
LT$ 15
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. ,' EMBED.) IN GONG, (SAOd TO WOOD USP: SAME AS SIMPSON
Q
0
=
LTT20B .«
1500
LTS 20B
1105
(I) I2' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC., (10)i0d TO WOOD
USP: 3/4' AIR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 10% 2-12'
Z
HTT4
4455
HTT4
4465
(1) 5/8' AIR IN H*W STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC. (I8) SDMO X 1 12' (USP: (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-I2', (20) Ibd x 2 I2'
Q
HTT5
SOSO
HTT5
5430
CI) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (2 6) Ibd X 2 I2' (USP: (20) I6d X 2-12')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 1/2
HHDQII-SDS 25•
11,810
UPHD 11
120W
(U 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC- (24) 605 Y.' x 7)h" WOOD SCREWS (USP: (24) wa3 WOOD SCREWS)
ND1B
6645
TDX 10
5110
1
(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
V)
MBHA 356/IIZ5
3415
5330
NFM35XI2U
3165
1130
SIMPSON: (1) 3/4' AXR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMJI. TOP, (1) 3/4'
A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM-U. FACE, 06)10d TO BEAM
USP: (1) I2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4, DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
LrLI
0
HU9C412 (WOOD)
3635
2660 (FLR)
HUS4121F
3060
2530 (FLR)
(10) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMP50N
32( 5 CROCF)
3125 (ROOF)
QWUC410
(CMU)
1810
5085
140410 IF
IS05
3115
(18) 114' x 2-3/4' TITEN (5 PER FLANGE) TO CM, (10) 1041 TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
=
NUG210-2 (CMU)
1810
SOBS
ND210-21F
1905
3115
C18) I/4' x 1-3/4' TITEN (9 PER FLANGE) TO CMU, (I0) 10d TO WOOD: (USP: (IS) I/4' x 3' W53 SCREWS. (10) 10d TO WOOD
HUC210-3 (CMU)
1810
4000
140210-31F
1905
1 3115
OW 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, CIO) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
LGUM26-2-SDS
1430
55W
NO USP CONVERSION FOR SIMP50N LGUM26-2-9DS
(4) 3/8' x 4' TITEN HO ANCHORS (2 PER FLANGE) TO CMU, (4)1/4--X 2 12' SOS SCREWS TO WOOD
HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHEN ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
.• 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 19 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
N
.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5%MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
Ld
F--
O
AIR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
19 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 SIMP° N 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-WWO9, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-SAS-2012,
SOFFIT SHALL COMPLY WITH FDCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x C.
UP TO 5'-0'
DBL 2 x e
5'-0' TO 6'-4'
DBL 2 x 10
b'-4' TO V-O'
DBL 2 x 12
V-O' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8.-0'
UN.O.
4'-II 1/2
1'-II 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER1
1
3
2 VIP)
( 1 9YP)
l/I6' OSB
NAIL (3) 12d ® 6'-6' O.G.
TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO L.
• 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 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
(B.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C N I T E C T 8-1
6
Design
Group i��.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAIL: 407-7744078
www.a bdesigngroap.0DM
AA #: 0003326
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LOT 21
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04128.000-21001
MODE'.r 4
4EBB
"1828—CALI"
GARAGE SITMG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
%150 MPH EXP B
ARCFRTECT--
STATE OF FLORIDA
t
P TM D11/02/16
8CALE: 1 /4"=1' - 0"
8I3EET
4.1
ELECTRICAL LECsEND
SYMBOL
DEFINITION
NOTES
123V CUTLET
W AMP SL E POLE
110V OUTLET
110V OUTLET
W CP OUTLET ONED
TO WTCH
^�l
ON
110V OUTLET
E 'PED GLGNIEJ FA"
MTE10P(ER (TY-PE.
REGISTANT TYPE)
220V OUTLET
<I) LIRE COl!lOTNJN
UP
EM. YMTEI�RCYIF
6RC1lD FAULT
GFI
OUTLET
MTERRPTER
�•
9WTCH
EWITCN
3-WAY OPER
W4
9WITOH
4-WAY OPER
�
0
GMLL MOULTED
'
LK T
CEILING LIGHT
l VP
FROGi
vol
LK/1T
`O�
RECl89ED CAN
WLLL BCCNCE
FRE-URGED
VENT. FAN
I CP`T PER 8O A.
IIVI.k!(T
I Ci#t PER 90. FT.
y
L (�
RTTT
V FIXiLRL
<6PEC•6 mD
er
flu I
fLUOREVENT
2-5L5URAI°
AROUND
]_ _ � 2'lLUCREBCENT
F+�------ TRdCIC L—T
® PANEL
METER
9D. WALL MOU4TE0 I as edOC-IP
arlDxe DErccTOR Iw NdRo
eArY edge-uP uu
cdl®CN MONO.m SEE
® 5/CO Y10KE DETEROR IN1ER-CONNECTED
CQ"Eb aNXL GE A DISTANCE
OF NOT LE. TNEN 4'
PENDANT LU T
NAT., GA6
IV
OUTLLET
►
TELEP— —
IWTER NEATER
�
DIeCON1ECTlffwnQ&A2=
w -.. EVdTED
I TV. 1 TELE 8—JACK
LJ CIILWG EOX REOJI
TO DE SUPPORTED M
JO J-aOx dCCORDNYE UV GO%
ROOD LK1T
a opr. eEcuMTr
�Ao
Pa. F-EUTTCN FOR CMPFa
—4 -• wa FORf
40TES:
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PEF
ELECTRICAL PROVI5ION5 OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT,
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 FBCR 5TH EDITION (20I4).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (20I4).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
f-�coNr
L
METEF
FIELD
VERIF'
LOC.
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE L2l
HOUSE PLAN: MODEL "'CALI"
LOAD INFORMATION
VA
3828 SQ PT GENERAL LIGHTING X 3 VA PER SQ FT
64a4
2 - AMP APPLIANCE CDN:UIT AT 1600 VA EA
9000
i WUIGIIRY CIRCUIT
1600
1 RANGB AT NAME PLATE RATING OR COOEIOP/OVEN
12000
1 NATER NEATER
4600
1 DlaxwA3HER
lzoo
6000
CIOTTIE.9 DRYER
1 DISPOSAL
600
1 GRCRONA-
16DO
t REPRIGERATOR
I200
9UE'NTAL OF GENERAL IAIAD
%Ba{
FU— 10 "A OF GENERAL LOAD AT lOOi
]0000
REMAR — OF GENERAL LOAD AT 40X 2a-4 VA x
]OW.
TOTAL NET GENERAL LOAD
—A
3.5 TON NEAT PUMP (TI/ 6"—E—ENCY HEAT STRIP)
21 AMP Z 240 VA-
---
_—
3.0 TON C SYSTEM 40 ,GG(P z 240 V
• Qa00
NET GENERAL LOAD
20—
NET TOTAL xvwc
-00
TOTAL LOAD
CALCULATED LOAD FOR SERVICE
22S64 -/240 V- 126 AMP
150 AMP SERVICE
•MORST CASE SCENARIO - HIGHEST WAC LOAD
USED FOR CALCULATIONS. -
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14263 VA
3000 VA a 100%, REMAINDER a 35%
NET LOAD: 6,94E VA
RANGE: 12,000 a 109. 0,400 VA
DRYER: 5,000 a 10% 3500 VA
TOTAL 1604E VA
NEUTRAL AMPACITY: 18,46E / 240 . 18 A
12 AL MINIMUM NEUTRAL CONDUCTOR.
PROVIDE 3 M CU, I % CU GND 2" CONDUIT OR PROVIDE
3 L2/0 AL, 1 L4 AL GND IN 2" CONDUIT.
B (CONDUIT TO TERMINATE AOVE SOFFIT a OVERHANG.)
150 AMP ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MILO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/2P
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
e.,7-.l
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M 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 L4 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 H I T E C T S
Des'
Gr21 .n
T LONGWOOD, FL32750� ✓
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngfoup.com
AA #: 0003325
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LOT 21
LOT 1
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82 000-21001
MODELa
4EBB
"1828—CALI"
GAP -AGE BgtNG:
LEFT
PAGE:
ELECTRICAL
PLAN
150 MPH EXP. B
ARCHRECT.
STATE OF FLORIDA
07
D � 11/02/16
BCA=. 1 /4"=1'— 0"
BigzzT
5
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING:, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SH4i LsL. BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1
4, FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOT
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING^
^�
<>
EXTERIOR WALL
PLENUM
L
T y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
1 J
REFRIGERANT LINES
i�
1
AIR HANDLER
EXTERIOR WALL
J
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
�� y
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSING, UNIT
�`----
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. — � OR WALL
BRASS PLUG
_--
FITTING OR EXTENSION TO
SOIL OR WASTE AS
—
REQUIRED
I
WADE 8240-K JOSAM 56000
INSIDE
SERIES NICKEL BRASS TOP
CAULK J
I
P-VC— OPTI/SPEC
y
<
SEE
--ut--'---,--.y
J,INV.
1SlTE PLAN
FLOOR SLAB CLEAN —OUT (TYP.)
NTS
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE= SUPPLY TRUNK
--
BROKEN LINE= RETURN TRUNK
1
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN t LIGHT
CIA
OUTSIDE AIR
Q
THERMOSTAT
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
•SXI 1/4' SHT. MTL, SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD o 12' FROM STRUCTURE
COUNTERSUNK
G.O. PLUG
16
— SEE SPEC.
---------
R\\ '- — -,— I'-8'XS' CONC.
FIN. GRADEOR PAVING —
FITTING OR
I I EXTENSION TO SOIL
OR WASTE AS
REQUIRED
I I
y
-�Iw------J„--_V INv.SEE
STET PANL
NEXT. GROUND CLEAN —OUT (TYPN )
L,
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C II I T E C T S
6
Design .ign
Gr
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abde igngmup.com
AA #: 0003325
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LOT 1
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04128.07-21001
MODEM
4EBB
"1828-CALI"
GARAGE 911INC:
LEFT
PAGE:
MECHANICAL
PLAN
%150 MPH EXP- B
od
ARCHrrECT
IDA=: 11 /02 /16
SCALE: 1 /4"= V - 0"
SHEET
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°u DORA-CARE
£
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Tewvre TMaTnDar pNALL ec
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YELLCOMPACTED GLEAN
1—STORY FOOTING
1—STORY FOOTING
2—STORY FOOTING
1—STORY FOOTING
_ ___' M
FILL .R
FILL TER•IItE TMATMENT SHALL DE
GARAGE STEP—UP
W/ BLOCK WALL
1 SCALE. n'.I. O
AT L.B.W. (W/ UPLIFT)
2 SCA E: In'•f-•
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- • FILL TERMTE TIEATMENi 9HALL DE
_..-_ _ BORA-CARE
6ARR)8R LN YELL-CA1'TALRD 0.EAN
---' FILL TERMITE IIEAThENT SHALL DE
DORA-CARE
JJ'IIl*
- (]15 REBAR OI CHAIRS
.. -
1--B. -. __ (p) 5 REBAR ON -AM
m u .Ik
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1—STORY FOOTING
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1 2—STORY L.B.W.
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�1LB.W. W/ NO UPLIFT
�y1 SERVICE DOOR
�1 AT GARAGE
GYE: In•.r-c
V tL SCALE: 1/1'.1'-0'
aCALE: 1!1'•I'-0'
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WSIY.gTbN OR
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� 0 TERMITE T@AT4NT SHALL DE
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YEI.ATT-IPACIED 0.EAN FILL
=� TREATItNWALL DOMq-ONE
a mI \
!!15 RBBAR ON CHApMD
41
2—STORY FOOTING
-w
2—STORY FOOTING
AT GARAGE
$GALE: 1/1••'•0'
CONCRETE PAD
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10 SCALE: •
GARAGE DOOR FOOTING
11 M. In'•I'-••
�1 SHOWER RECESS FOOTER
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Iv
SCA: 1!t' • I'-0'
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- l _
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TIE VEMICAL REBAR
y _ _ _ J• VAItlEB PER ELEV.
�' P VG 6LEEVE FCR GAD LINE
O HOPoZQJTgL
REBAR YY ID' HOOK
GROBTED BOO BEAM
TIE VERTICAL REDAR
L P +r
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D' CMl FILLED ClLL (TYPJ
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BABE
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�1 NOT USED
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��GAS LINE THRU BLOCK
1V E. I•.I•-••
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1't
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Lw i �4
�1I-BTORY
n� .1 �� 1215ReeaM OJ CHAIRS
HORIZONTAL/VERTICAL
OHAL
re1Mlre TREgTMENT L BE
'— " �BROMCHA'Ri
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
REINFORCING
E c : n•.•-®•
BEARING CHANGE
F a. •I-
1—STORY FOOTING
A OMITTED DOWELS
REBAR LAP AT FOOTING $
BCALE:Vf'•1'-0'
CAT LINTEL CORNERS
L , ,ZI'-
D W BLOCK WALL
ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
rrO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C R I T E C T 5-1
5
DesM..n.
Grou
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 A
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SILVERADO
LOT 21
LOT 1
PROJMT#,p
04128.000-21001
MODS%&
4EBB
))1828- CALI))
CIAMWE BwIN%:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
ARCHITECT
STATE OP FLORIDA
DA w: 11/02/11,
SCALJk 1/4•'=1'-0"
BPI=T
�1
• e e u N T e e r e
SECURE 2x6 MIN. TO BLK W/ (2) h'
H ANCOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH WRENKsTN
EPDXY 4' EMBED.
SECURE 2.4 <
FLAT TO BLK
W/ CUT NAILS.
SIDES: ['
2X6 GARAGE DOOR BUCK W/ (3)
h-XS' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'X2•X16 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HD R IN JOINTS
PRIOR TO FILLING.
I.2X6 PT BLOCK • CENTER OF
DOOR HEADER W/(U YFX8' J-BOLTS
4• EMBEDMENT W/ 2'X2'XI'W WASHER
AND NUT
GARAGE DOOR
rg-1BUCK ATTACHMENT
SCALE: 12'•I'-0'
2X4114' SECURE TO TRUSS W/ 3-12d
W-W OC. MAX TYP.
2X4 SECURE TO 2X4 BLK W2-12d
SECURE TO BLK W/ META-16
7 -Q-0" EXT NSION ® OPT SERVICE DR.
SCALE: 12' • 1'-0'
2X4 SECURED TO
GABLE END
W/(2A2d•EA. UPRIGHT
2X4 SECURED TO
L 2x4 BLOCKING
• EA. RAFTER
L•30 EA.
RAFTER
KEATER
4x4 RAFTER
• 24' O.C.
M d-�-- PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
— DOUBLE TOP PLATE
— CRIPPLE STUDS s 16' OC.
MAX
— SIMPSON LSTA-12 • EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I.OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
— KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
�- JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 1 NO MORE
THAN 12' OC. STAGGERED
SP4 OR N5 • TOP AND
BOTTOM PLATES • EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK I'-4' MINL FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
4 FRAMED OVERHANG cJ OPENING WD FRAMED W FLOOR TRUSS
N.TS. SCALE: 12' • 1'-0'
MISSIONON
"■��
r
gg
Ili
Ali'
1
�
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE 1/16' OSB. OR 1/2' CDX PLY WITH '8 RING SHANK GUN NAILS AT 4' OC. AT
SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE % CAN NAILS • 4' OC.
EXTERIOR SHEATHING
USE 1/16' OSB. OR 12' PLY WITH-8 RING SHANK GUN NAILS AT 6' O.C. AT
PANEL SIDES AND 9 RING SHANK GW NAILS 4. OC. TOP 4 BOTTOM
PANEL AND '8 RIWS SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE!
RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
r-,1 STICK BUILT WALL DETAIL
1 N.TS.
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIA TENSILE 5
8d ROUNDIMODIFIE 2IN J13 110,000
TOP CORD BLOCKING AT 4'
-
OR T
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
}�
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
RAFTER OR TRUSS
STAPLE, NAIL 700E ASSOCIATION
z
I. 0.113 INGH NOMINAL SHANK DIAMETER
ROOF SHEATHING
DIAMETER
3. Ib TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
.. T r.L_I _
I
5. 2 INGN NAIL LENGTH
T J__rr
p
�O
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING-
=LD1NG`EN T"___
_
8 NOT USED
FOR GABLE END FRAMING
SPS • EA. STUD TOP 1
BOTTOM
PRE-ENG TRUSSES W/TRIJSS
CONNECTOR UP TO'IID00
UPLIFT
DOUBLE TOP PLATE
SIMPS d MSTA-24 • EA. JACK
2xS STUDS • 16' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END < NO MORE
THAN W OC. STAGGERED
WINDOW SILL W/CRPPLES
16, C.C.
I' DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPS,ON MSTAM-24 • EA.
JACK, SECURED WKWW X 1
3/4' TAPCONS TO CMU
WMW. 2' COVER ( 2' APART
2X8 P.T. BOTTOM PLATE
�5 WINDOW OPENING
C� 2-STORY WALL
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR ( UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENINGS
m
z �
TRUSS
l W'4/8'
2X4
BTM.PLA2X4
DBL. TOP PLATE
2X4 STUD IWOC.
1/16' OSB.
Vl' AB. W/ MIN.
1'EMBEDMENT
LOCATE 6'-8' FROM ENDS
AND 3Y OC. MAX.
TEXTURED FINISH
MT9-32'
META-16
O
CMU WALL
PRE-ENGINEERED
TRUSS
KNEE WALL DETAIL
2 TO BLOCK _
SCALE: 12'•I'-0'
A SECURE 2x TO BLOCK
W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE
AeEeae* (MIN EMBED. 1 i'1
WITHIN eD' OF EACH
END AN18' OC. MAX
SPACttY
O.SB. SHEATHING OR
I' COX PLYWOOD
2x4 BLOCKS
CMU WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: 12• • I'-0'
C'e RING SHANK GUN NAILS
• W O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
'8 2' DECK SCREWS s 6'-8'
OC. MAX • EDGES 1 12' CC.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DBL. 2X TOP PLATE
1/16, OSB.
2X BLOCKING
TOP OF
1/I6' OSB.
2X STUDS I6' O.C. MAX
2X BTM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2X4 • TOP
4 BOTTOM CONT:
BLK WALL I /
O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK i
W/ 1/4' GAP FROM BLK TO OSB,
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING s TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF I6' FROM SHEET BELOW
Q INSTALL ALL 514EETS W/FACE GRAIN PARALLEL
TO STUDS
(9)_EXT.
EXT. WALL SHEATHING
SCALE: 12'•1'-0'
6
Design
Grou .ne.
L"I N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesign9foup.com
AA #: 0003325
W
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Chi
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W
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5
aVSDIV. de LOT:
SILVERADO
LO T 21
0T 1T 1
0441128�.07-21001
MODELS
4EBB
"1828—CALI"
GARAGE BWndG:
LEFT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT
R
/02/16
4"=1'-0"
FIBERGLASS SHINGLES
OVER #30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON -*" O.S.B.
SHEATHING OR 2 CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
s/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
III
SEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR I' HIGs
ITRENGTH CLG. BOARD
:ONO. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-VALUES
11NDOW ATTACHMENT 45
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC, POURED CELL
Ix2 P.T. FURRING STRIPS
9 16, O.G.
8' GMU
1/2' GYP. WL. BD,
WOOD BASE
1—STORY
1 BLOCK WALL
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAF
GALv'D MTL. LATH
1/0' TEXTURED
FINISH 'm WOOD
Ys TO % MID WALL
WEEP SCREED
Z IL
J
-8' CMU
-5/6' TEXTURED
FINISH 0 MASONRY
WEEP SCREED
DETAIL C WOOD TO
2 Lvun ";v1N1v
SCALE: 1 I/2' = I'-0'
8' CMU
h' DRYWALL
FIBERGLASS SHINGLES OVER
*30 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON
e
TRUSSES WHERE 'X' BRACIN
OVER #30 FELT PAPER
TRUSSES WHERE 'X' BRACING
16'
IS PRESENT
INSTALLED PER FBCR
IS PRESENT
O.S.S. SHEATHING OR 2 CDX
RS052.1 ON O.S.B.
_
PLYWOOD SECURED PER
16 _
SHEATHING OR 21' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
P.T, lx2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x6 SUB -BAND
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
12d's o EACH TRUSS
PER ELEVATIONS
m"
W/ (2) 12d's a EACH TRUSS
2x4 OR 2x6 SUB -BAND
TO BE INSTALLED e MID. POINT OF
VENTED ALUM. SOFFIT
rYp.
o.u.
TO BE INSTALLED B MID.
PER ELEVATIONS TYQ.
TRUSS SPAN, OR 10'-0' O.C. MAX.
STIFFBAGK AT ALL UPRIGHTS
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT m.H.
SEE ENERGY CODE FORMS
OVER 4'-10' HIGH (SEES
10'-0' O.C. MAX.
STIFFBAGK AT ALL
FOR INSULATION R-VALUES
SEALED ENS. FOR SIZE a
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-10'
J' GYPSUM BOARD OR°
CONDITION.)
FOR INSULATION R-VALUES
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
-1
16 O.S.B. SHEATHING OR
}
s8' GYPSUM BOARD OR °
FOR SIZE a CONDITION)
T I
BOARD
CDX PLYWOOD. ATTACHED
`
HIGH STRENGTH CLG.
is O.S.B. SHEATHING OR p'
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED
2x4 ® 24' O.C. 6T INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
1/8' THICK, 3 COAT
CONC, FILLED LINTEL BLK W/
/ ON SHEET D5
KNEE WALL
PORTLAND CEMENT PLASTER
(1) 45 REBAR CONTINUOUS
1/6' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
OVER EXPANDED GALV'D
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
lU #5 REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
(
FOR INSULATION R-VALUES
OVER EXPANDED GALv'D
JUM50TEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIF15ER
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
WEEP SCREED
PRECAST SILL
STUCCO SPECS FOR
COMPLETE
PLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) #5 REBAR VERTICALLY
WEEP SCREED
(l) 415 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ CONC. POURED CELL
(SEE DETAIL 2)
W1 CONC. POURED CELL
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.G.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
i
8° GMU
SECURE 2x6 PT. PLATE TO
BLK W/ }"x9' ANCHOR BOLT W/
BLK W/ }'x9' ANCHOR BOLT
gCMU
2' WASHER SET IN SIMPSON
I/2° GYP. WL. SD.
WL.
W/ 2° WASHER SET IN SIMPSON ----
I/' GYP. WL. BD.
HIGH STRENGTH EPDXY T
----'-"�-
WOOD E,
HIGH STRENGTH EPDXY 1' j
WOOD BASE
EMBED. MIN. @ 32' OC MAX.
_
EMBED. MIN, g 32' OC MAX. j
s/8" THICK, 3 COAT
—
5/e° THICK, 3 COAT
PORTLAND CEMENT
a
i
PORTLAND CEMENT
PLASTER APPLIED
w
PLASTER APPLIED
DIRECTLY 70 MASONRY
DIRECTLY TO MASONRY �.
z a
�o
�o
NOTE:
1—STORY GABLE
1—STORY GABLE
PER FBCR 9052.7 - 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
1
ti SCALE: 3/4'=1'-O'
BLOCK WALL
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=l'-0°
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 466S TYPE Iv, OR ASTM D 6157
i'X4' OR I'X2' P.T. NAILER
P.T. OR E'X4' MIN SECURE
❑
THI FRAME /EXTEND i-'
Y.
INTO
INTO BLOCK W/'1(t' TAPC.ON9
OR DRIVE PM
(MIN. SHANK SIZE
MIN HEAD 912E 3000
MIN. EMBEDMENT I-Yq'
WITHIN 8' OF EACH END 4 IS-
O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
UWINDOW TO BLOCK +3/4 OR +5/4
L-1
SCALE: 1'-1'-0'
2X4: CM
SECURE TO BLOCK W/ ,_('
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITHIN 8' OF EACH END t
IS' D.C. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/t-%'
V
DRIVE PIN
(MIN SHANK SIZE
(MIN. SHAM(K
❑
MIN. HEAD SIZE 300
MR EMBEDMENT I ')
WITHIN 8' OF EACH END t
B' OC. MAX SPACING.
8 CMU
2XS ®
Y' DRYWALL
SECURE TO BLOCK WI'2-W,'
TAPCONS OR DRIVE PIN
I'X4' OR 1'X2' P.T. NAILER
(MIN SHANK SIZE J45
DOOR CASING
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I 'E*
ATTACH TO 2X PER
WITHIN 8' OF EACH END t
18' OL. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +1-1/2"
SCALE:
2X4: ®
2X4: ®
2X4: CM
SECURE TO BLOCK W/
SECURE TO BLOCK W/ 9('
SECURE TO BLOCK WHs'
TAPCONS OR DRIVE PIN
TAPGONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
(MIN. SHAM, SIZE J45
(MIN. SHAW, SIZE J45
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN HEAD SIZE 300
MIN. EMBEDMENTWITHIN
EMBEDMENT
MIN. EMBEDMENT I Y4')
8' OF EACH END (
WITHEACH END
WITHIN t
18' OL. MAX SPACING.
IS' OC. MAX SPACING.
IS' O.C. MAX SPACING.
2X6: ®
SECURE TO BLOCK Ua 3/ -
TAPOONS OR DRIVEPIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
2X6: ®
SECURE TO BLOCK W/2-%'
TAPCGTIS OR DRIVE PIN
❑
NOTE: STRJCTURAL 2X MUST
2X6:
SECURE TO BLOCK WA-114'
TAPCONS OR DRIVE PIN
AL 2X MUST
NOTE: 5 OUTSIDE
BE ON OUTSIDE t SECURED
(MIN. SHASIZE J45IVE
MIN HEAD SIZE 300
THROUGH NON-STRUCTURAL
%' TAPCON MIN. I -A'
(MIN. SHANK SIZE J45
MIN, HEAD SIZE 300
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145
MIN HEAD SIZE 300
THROUGH NON-STRUCTURAL
fir' TAPCON MIN. I-Y'
MIN. EMBEDMENT I Y.')
EMBEDMENT INTO BLOCK.
MIN. EMBEDMENT I Y')
",(' TAPGON MIN. i-4
MIN EMBEDMENT I Y'1
EMBEDMENT INTO BLOCK
WITHIN 5' OF EACH END t
S. cm
WITHIN S' OF EACH END t
EMBEDMENT INTO BLOCK
WITHIN $' OF EACH END 4
IS' OC. MAX SPACING.
Y' DRYWALL
10' OZ. MAX SPACING.
8, cm18'
O.C. MAX SPACING.
e' CMU
®
I'X4' OR I'X2' P.T. NAILER
2X8: ®
h' DRYWALL
2XS: ®
Yip DRYWALL
SEC
SECURE TO BLOC( W/1- .'
TAPCONS OR DRIVE PIN
3(,, O.S.B. X 4' MIN
SECURE TO BLOCK W/2-V
TAPCONS OR DRIVE PIN
I'X4' OR PX2' P.T. NAILER
SECURE TO BLOCK W/1-1/4'
TAPCO4S OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
7(a' OSB. X 4' MIN.
(MIN. SHANK SIZE .145
MIN HEAD SIZE 300
DOOR CASING
DOOR JAMB OR WINDOW
(MIM SHAM( SIZE .145
MM. HEAD SIZE 300
DOOR. CA5ING
DOOR JAMB OR WINDOW
(MIN. SHANK SIZE 145
MM. F1E.AD SIZE 300
DOOR CA51NG
MIN. EMBEDMENT I Y')
ATTACH TO 2X PER
MM. EMBEDMENT I Y')
ATTACH TO 2X PER
MIN EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN 5' OF EACH END t
B' OC. MAX SPACING.
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END (
f8' OL. MAX SPACIWs.
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END 4
D'O.C. MAX SPACING.
ATTACH TO 2X PER
MANIFACTURE9 DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4: cm
SECURE TO BLOCK ILI` '
TAPCONS OR DRIVE PM
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITHIN 8' CC EACH END t
18'O.C. MAX SPACING.
2X6:
SECURE TO BLOCK W/2-,'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE J45
THROUGH NON-STRUCTURAL
MIN. HEAD SIZE 300
9fs' TAPCON MIN I-Y'
MIN. EMBEDMENT I Y9
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END 4
8' CMU
18' OL. MAX SPACING.
Y' DRYWALL
2XS' ®
1'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
TAFC40NS OR DRIVE PIN
I' P.T. X 4' MIN.
(MIN. SHANK SIZE .145,
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Ys')
DOOR JAMB OR WINDOW
WITHIN 8. 6 EACH END 4
ATTACH TO 2X PER
IS' OC. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +2 1/4"
D
��� WINDOW TO BLOCK +2 1/4"
5CALE:
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE:
2X4: CEO
SECURE TO BLOCK W/ ?4'TAPC.ONS
OR DRIVE PIN
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN EMBEDMENT I Y
E WITHIN 8' OF EACH END 4
Ui' OL. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE t SECURED
2X6: ®
TH
THROUGH NON-STRUCTURAL
TAPCON MIN. 1-Y4'
SECURE TO BLOCK W/2-4f'
EMBED
EMBEDMENT INTO BLOCK
OR DRIVE PIN
TAPOONSSWANK
(MIN. SHANK 512E .145
Q
8' CMU
MIN. HEAD SIZE 300
)f' DRYWALL
MIN. EMBEDMENT IV)
WITHIN 8' EACH END /
I'X4' OR I'X2' P.T. NAILER
IS' O.C. MAX SPACING.
2ND 2X SECURE TO
2X8: ®
STRUCTURAL MEMBER W/(2A2d
SECURE TO BLOCK,UI
WITHIN 8' OF EACH END t 6-
TAPGCNS OR DRIVE PIN
TO 8' O.G. MAX
(MIN. SHAH, SIZE J45
DOOR CASING
MIN HEAD 51ZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: I' • I'-0'
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
\v� SCALE: 1'=I'•0'
2X4: CM
SECURE TO BLOCK W&'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN. 14EAD SIZE S"
MIN. EMBEDMENT I Y4' )
WITHIN 8' OF EACH END t
18' CC. MAX SPACING.
2X6: CEO
SECURE TO BLOCK WA-V4'
TAP . OR DRIVE PIN
NOTE: STfd1CI- 2X MUST
(MIN. SWANK SIZE J45
BE CN OUTSIDE 4 SECURED
MIN. HEAD SIZE 300
THROU63I4 NON-STRUCTURAL
MIN EMBEDMENT Y4')
%- TAPCON MR 1-Y'
WITHIN 8' OF EACH END t
EMBEDMENT INTO BLOCK
18' OZ. MAX SPACING.
a, CMU
2X8: ®
V DRYWALL
SECURE TO BLOCK W/IPIN -1/4'
TAPCONS OR DRIVE
I'X4. OR I'X2' P.T: NAILER
(MIN. SHANK SIZE .145
1' P.T. X 4- MIN.
MR HEAD SIZE 300
MREMBEDMENT I Y-)
DOOR CASING
WITHIN 8' Cr EACH END t
DOOR JAMB OR WINDOW
18' OL. MAX SPACING.
ATTACH TO 2X PER
MANSACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK
+3 3/4"
�u1 WINDOW TO BLOCK +3 3/4"
SCALE: I'•1'-0'
A a Y I T C P T
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigagrou prom
AA #: 0003325
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SuBDIV & LOT.
SILVERADO
LOT 21
LOT 1
PROJEC'�
04128.000-21001
MODIM
4EBB
"1828-CALI"
GARAGE SIZING:
LEFT
PAGE:
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
%150 MPH EXP. B
ARCHITECT:
STATE OF FLON
DPA11/02/16
SCALE: 1 /4"=1' - 0"
SiIEET
T3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON I,' O.S.B.
SHEATHING OR %' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRU55
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -SAND
PER ELEVATIONS
VENTED ALUM, SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR %'
COX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/0' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK I'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT, o TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT,
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED _
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
rj-�FLOOR FRAME
1 SCALE: 3/4'=1'-0'
\"�
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
' GYPSUM BOARD OR J.
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
/ WINDOW SILL
2x STUDS a 16' O.G. MAX W/
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4' T 4 G 5UBFLDOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPEC IF ICAT IONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O.C.
8' CMU
I/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES -
OVER *30 FELT PAPER
INSTALLED PER FBCR
RW52.1 ON J' O.S.B.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE -
2x4 OR 2x6 SUB -BAND PER -
ELEVATIONS
VENTED ALUM. SOFFIT -
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION) -
SECURE 2x4 PLATE TO WALL W/
8'xb' THRU-BOLTS 6 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d'5 8' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 0 24'
O.G. MAX -
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS -
ib O.S.B. SHEATHING OR %' COX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/0' 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. 6 TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING -
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
2x STUDS @ 16' O.G. MAX W/
6 D.S.B. SHEATHING OR }' COX
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
R-VALUES
D5
4' T 4 G SUBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND
AND SCREWED AS PER
CEMENT PLASTER OVER
FASTENER SCHEDULE
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT, 0 TOP AND BT. OF
FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF 2ND
PRE-ENG FLOOR TRUSS
r FLR, BT. 2x4 IS FOR WALL
SIMPSON HETA-16 EMBED.
l SHEATHING NAILER) l
STRAP e 32' O.G. MAX VERIFY
WEEP SCREED
W/ TRUSS PLAN
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
' GYPSUM BOARD OR j
W/ TRUSS PLAN
HIGH STRENGTH CLG. BOARD
%' THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
�aERPENDICULAR PRE-ENG FLOOR TRUSS
SCALE: 3/4'=1'-O'
2x STUDS 6 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
4' T 4 G SUBFLODR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's s EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR 7
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS 's I6' O.C. MAX W/
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
a' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(U 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
3/4" T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
FASTEN 2X4 RIBBON (P.T. 9
CMU) W/ (3) 12d NAILS 0 EACH
TRU55
PRE -ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
GONG. FILLED LINTEL BLK W/
(I) 05 REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
1 i SCALE: 3/4'=I'-0'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 16' D.S.B.
SHEATHING OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
10000 UPLIFT -
CONNECTOR
2x8 SYP "2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP "2
WOOD STUDS
AT 12' O.C. MAX
2x8 P.T. SYP "2
SOLE PLATE
05 REBAR o 16'
O,C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES z
i
WALL zj
SECTION -
WOOD
FRAME TO
— LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 6 EA.
2X8 STUD
3' DRY WALL
DIA ANCHOR BOLT
AT 16' D.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
g 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
0 16' O.C.
8' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
ui 04 REBAR 46' LONG
W/6' HOOK o 24' D.C.,
MIN. 24' IN SLAB
Ci 2'-0' 0-11N.
oO - i iu c; AP0
I
4' CONC., REINF. W/ ro
WIAXWI.40 WWM ON 6-MIL POLY
-
'
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
6" 6"_I
6"
BORA-CARE
-6
(3) "5 REBAR ON CHAIRS
NOTE:
PER F5CR'3052.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4869 TYPE IV, OR ASTM D 6151
• e r Y I T F PTA
6
Design
Gr )u ��.
Si N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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m
HLT9DIv. & LOT:
SILVERADO
LOT 21
LOT 1
PROJ=T,,pp
04128.000-21001
U0DRU
4EBB
"1828- CALI"
0AR4,0L' SIWMG:
LEFT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHfTECT:
STATE CF FLORIDA
07
D � 11/02/16
SCALIM 1 /4"=1' - 0"
SHEET
I x 4-
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
IR9052.1 ON I,' O.S.B.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
ib O.S.B. SHEATHING OR 4'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/0' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALVD
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
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
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
1 SCALE: 3/4'=I'-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
/ WINDOW SILL
2x STUDS s 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T t G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS..
i' GYPSUM BOARD OR
HIGH STRENGTH CLG,
BOARD
CONC. FILLED LINTEL BLK
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC, POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.C.
8' CMU
1/2' GYP. WL, BD.
WOOD BASE
OVER *30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON I.' O.S.B.
SHEATHING OR ?' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T_ IX2 W/ MTL_ DRIP EDGE —
2x4 OR 2x6 SUB -BAND PER —
ELEVATIONS
VENTED ALUM. SOFFIT—
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION) —
SECURE 2x4 PLATE TO WALL W/
3.x6' THRU-BOLTS A 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ I2d's 6' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 0 24'
O.G. MAX —
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS—
O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5 —
1/S' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON 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. 6 TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING —
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
SCALE: 3/4' =1'-0'
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
TRUSSES WHERE 'X' BRACING
OVER #30 FELT PAPER
IS PRESENT
INSTALLED PER FBCR
R9052.1 ON 1,' O.S.B.
SHEATHING OR J' CDX
PRE -ENG GABLE TRUSS
PLYWOOD SECURED PER
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
W/ (2) 12d's -a EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
P.T. IX2 W/ MTL, DRIP EDGE
I' GYPSUM BOARD OR
2x4 OR 2x6 SUB -BAND
HIGH STRENGTH CLG.
PER ELEVATIONS
BOARD
VENTED ALUM. SOFFIT
SIMPSON
SEE ENERGY GORE FORMS
FOR INSULATION R-VALUES
1000" UPLIFT
XS STUD
CONNECTOR
' GYPSUM BOARD OR
DBL OPT
HIGH STRENGTH CLG.
PLATE
BOARD
DRY WALL
DOUBLE TOP PLATE
WALL
SHEATHING'
DIA ANCHOR BOLT
AT I6' O.C. MAX WITH 1'
WINDOW ATTACHMENT AS
2x8 SYP "2
EMBEDMENT AND 2'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
SPECIFICATIONS
AT 12' O.C. MAX
SIMPSON SPI
WINDOW SILL
g EA. 2X5
2x STUDS 's Iro' O.C. MAX W/
STUD
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x8 P.T. SYP 02
R-VALUES
O SOLE PLATE
(1) COURSE TIE -BEAM
POURED SOLID WITH
' T : G SUBFLOOR GLUED
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CONCRETE. (1) "5
AND SCREWED AS PER
W -q
REBAR HORIZONTALLY
FASTENER SCHEDULE
O Q
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PRECAST LINTEL
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PER MANUFACTURES
w Q
SPECIFICATIONS
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PRE-ENG FLOOR TRUSS
w
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(INSTALL PER MFG. SPECS.)
? 05 REBAR m 16'
J' GYPSUM BOARD OR }'
1 W O.G. MAX, IN
Z W
W.
HIGH STRENGTH CLG.
W CONCRETE
BOARD
POURED CELL,
Ix2 P.T. FURRING STRIPS
Q VERIFY PER
9 16' O.G.
GONG. FILLED LINTEL BLK W/
PLAN.
0
8' CMU
(1) S REBAR CONTINUOUS
O SEE ENERGY
112' GYP. WL. BD.
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U CODE FORMS
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Q 0 INSULATION
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�
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Ix2 P.T. FURRING STRIPS
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WALL F
1/2' GYP. WL. BD.
,
4' CONC., REINF. W/ 6'x6'
�- WOOD BASE
SECTION -
�a_
WIAXWI.40 WWM ON 6-MIL POLY
_
WOOD
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
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TERMITE TREATMENT SHALL BE
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GmDesign
u lnc.
L44i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
Www.abdmlgngroup.can
AA 8: 0003325
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9VS3DIV. &c LOT.
SILVERADO
LO T 21
LOST 1
0�412 000-21001
3WODEIL
4EBB
"1828- CALI"
GARAGE B'WING:
LEFT
PAGE:
MONOLITHIC
2-STORY
1-HR WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHRECT:
STATE OF FLORIDA
11
P � D11/02/16
SCALE 1/4"=1'-0"
Bi1EEET
D4.1
PRECAST HEADERMIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZE.145
MIN HEAD SIZE 900
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 16' 4
OC. MAX MINI-I/4' EMBEDMENT,-�
2 k 6 (HIN 2 X 31 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45 w
---.--
i�f
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IB•
OC. MAX. MIN 1-114' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/16 TAPCON
R ODRIVE PIN (MIN SHANK 91ZEJ4S
MIN HEAD SIZE 300
2X4 SOLID
MIN EMBEDMENT 1 I/4')
SEA TOG W/
8' FROM EACH END NJD to
MIN. 2-12d PA ENDO,C
MAX MIN 1-1/4' EMBEDMENT/16'098S
CI U WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: I/2' • I'-0'
DBL. TOP PLATE
2X4 16' OC, MAX.
SECURE 2X4 TO
SECURE 2X4 W/
EMBEDMENT IV WAN
8' EA. END NOT TO ARCHWAY
EXCEED IB' OC.
MAX
2X4 SOLID BT. PLATE
BLOCKING SECURE 1/2' PLYWK=.
TO SHEATHING WITH OR IA6' OSB.
MIN. 2-12d PER MILK
EA. END
ro-,\EXTERIOR ARCHWAY
v SCALE: I/['•1'-0'
lO. 14,; OSB. OR i(2' PLYWOOD SHEATHING
Q 30 BLDG. FELT
O3 24WIDE 26 GA GALVANIZED METAL
FLASHING
MUST ADD DI$T0, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
® FIBERGLASS SHINGLE$
TRIS$
i/2' CLG. BOARD 4 TEXT.
.IMP° 4 SP4
2X4 DBL. TOP PLATE
EVERT
1/2' DRYWALL
OTHER STUD
2X4 WOOD STUDS s16' OC,
ONO. ON TRUSS PLAN
2X4 CONT. STRESS
MID -WALL
BLOCKING MID -WALL.
2X4 PT. PLATE
SIMPSON SP4 e
32. O.C. MAX
1/2'X9' AS. 32' D.C.
CONC. SLAB
2 5'e CCNT.
1-STORY
6 INT. BEARING WALL
SCALE:
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTOR$.
DBL. TOP PLATE
2X4 16' O.G. MAX
SECURE 2X4 W/ 2-46
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE W5 MIN
HEAD SIZE 300 MIN
EMBEDMENT I Y' WAR e'
EA END NOT TO EXCEEC
IS- OC. MAX
2X4 SOLD
BLOCKING SECURE
TO SHEATHING WITH
MIN 2-12d PER BILK
EA ENE
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1.3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
$' FROM EACH END AND S'
OC. MAX MM 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
NK OR DRIVE PIN (MIN SHASIZE145
4.,
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS-
OC. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
111&' CGS SHEATHING —
MN EMBEDMENT 1 1/4')
2X4 I6' OC, MAX
8' FROM EACH END AND IS.
(WHEN OVER I6' IN HEIGHT.)
D.C. MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA END
ARCHWAY DETAIL
4 16 E: 1/2' • AND UP
SCALE I'-0'
5 CLOSED VALLEY FLASHING DETAIL
Nrs.
DOUBLE TOP PLATE
2.4 OONTINCUS STRE55
BLOCKING MID WALL
2x4 STUDS s 16. O.C. MAX,
UON.
I' T 4 G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
UST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSCN MSTA-36 a 32'
OC. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOU5 STRE55
BLOCKING MID WALL
2x4 STUDS - IS' OC. MAX,
U ON.
1/2' GYP. WL. SO.
SECURE ST. PLATE TO SLAB
W/ }'x9' ANCHOR BOLT W/ 2-
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY I -
EMBED. MIN.
SIMPSON SP4 • 32. O.C. MAX
/ ry� INT. 2-STORY LB.W.
SCALE: I/2'.I'_0•
PRE-ENG TRUSSES OR
CONV. FRAMED RAFTERS
a' OSB, SHEATHING OR }'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCORE
BETWEEN TRUSS BAYS W/
(3112d'e EACH END
2. DOUBLE TOP PLATE
STUDS • 16' O.G.
MTS-12 a EVER STUD
2X4 ST. PLATE
DORMER
8 ATTACHMENT
SCALE: I/1'•I'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/242dS 6'-8' D.C. MAX
T/S' TEXTURED FINISH
T/16' OSS SHEATHING
2 X 4 16' D.C. MAX
(W41EN OVER W' IN WIEGHT.)
2 X 4 (WHEN OVER 16' M HIEGHTJ
1/4, TEMPERED MASONITE
GLUE 4 NAIL W18d'S 8'-12' OC.
IF NEEDED.
2 X SOLID BLK'G a ARCH
SECURE W/2-126 EACH END
ATTACHMENT PER
MANUFACTURER'S SPEC'S.
MIL WOW FRAME
44OTE: NO GAP • WOW FRAME
TO EXCEED V4'
ARCHWAY DETAIL
A CUTAWAY
SCALE: 1/2'•1'-0'
2 X 4 (MIN 2 X 3) 1-3A6 TAPCON
OR DRIVE PIN (MIN SWANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND S'
EXISTING BILK ASV.
OC. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/0' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
111&' OSB SHEATHING
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND B'
2 4 16' OC. MAX.
(WHEN
EN OVER 16' IN HEIGHT)
D.C. MAX. MN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER W'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
16• M HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLID BLK'G 41 ARCH
SECURE W/2-12d EACH END
8' FROM EACH END AND S'
ATTACHMENT PER
OC. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S SPEC'$.
MTL WOW FRAME
1/4- TEMPERED MASONITE
'NOTE: NO GAP • WOW FRAME
GLUE 4 NAIL W/ed'6 S'-12' OC.
TO EXCEED 114'
IF NEEDED.
ARCHWAY DETAIL
B CUTAWAY
$GALE: IR'•I'-0'
ASPHALT SHINGLES OVER
30 FELT ON T/I6' O.S.S.
PRE-ENG GABLE TRUSS
SPF STIFFSACK
(SEE SEALD ENG PACK FOR
SIZE 4 CONNECTION)
2.4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING Is PRESENT
COOT. 2.4 SPF RAT RUN '
SECURED W/ (2) @d'e • EACH
TRUSS
(2) 2x4 42 S.YP. DIAGONAL BRACE W/ (3)
0d's • EACH TRUSS (DIACONAL
X-BRACING TO COVER 5-TRUSSES
Q' 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 ERG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (1)X-BRACE
30'-I' TO 60'-0' (3) X-GRACE (I) X-BRACE s CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
9 GABLE X- BRACING
SCALE: '
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIR e4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN.(4) 10d CAN NAILS
2. RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO SLK'G
BETWEEN TRUSSES
FIBERGLASS SHINGLES OVER
30 FELT ON T/16' OSB.
CONV. FRAMED ROOF
SCALE: IR'•1'-0'
0'-0' TO 30'-0• (V 'X' BRACE
30'-I' TO 60'-0' (3)'X' BRACE
(I 'X' BRACE • CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
(2) 2X4 -2 SYP DIAGONAIL BRACE
W/ 3.12d • EA TRUSS ( 0146CNAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BF
15 PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFSACK
(SEE SEALD EW— PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING —
USE Sd NAILS AT
4' ...EDGE 4 6' ... FIELD
2X4 W/ 3/8' X 5 LAG -32'OC.
OR SIMPSON MSTA-24 a 32' OC.
SHEATHING NAILING TO BE
OC. IN FIELD
4. O.C.-ALL EDGES W/Sd NAILS,
TRUSS 24' —
1/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d - EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
n2-ST ORY GABLE END CROSS BRACING
SCALE: 1/2'.1'-0'
• 1115 UPLIFT
SIMP90M HT
WAO I" TO TRUSS
AND (4) 1/4' x 2 1/4.
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO 10d TO TRUSS
AND (4) 1/4' x 2 114'
TAPCONS TO CONY
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN, 2' COVER
2' APART
12 TRUSS ANCHOR RETROFIT
N.T.S.
12" Z
FINISH m LANDING S I-
*2Xro
D FF.
i
36' M'.N. =INiSH _..j
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4'
FINISH o LANDING PLYWOOD INTO
EACH STRINGER
3/4' PLYWOOD Fr-7
LESS THAN 4' TYP.
3-2X12 SYP STRINGER DBL 2XI2 2XI2 TREAD
ETWEEN SPINDLES
REINFORCED W/2X4 SPFOR CUT TO FIT
JOIST
W/CONY. BEAD OF IXS RISER
SUB -FLOOR ADHESIVE o^
PL-400 OR SIMILAR 0
z HAND RAIL
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
I'
W/(3)FS 3' SCREWS ® EA
4
STRINGER, UNTHREADED SHANK
112' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
IX10 TRIM
NOTE:
1' NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
'I-3/4' (3) 10d CUT NAILS
MIN. TREAD 10', MAX. RISER
3/16' MAX. VARIATION IN RISERS/TREADS
m Q
SLEEPER INTO
ADJACENT TO EACH OTHER
E
SLAB
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABILITY 3 STAIR
SECTION DETAILS
WINDERS- MIN. 6' WIDE 9 NARROW END
MIN. 11' WIDTH a 12' FROM NARROW END SCALE:
3/4--V O-
34' MIN. HANDRAIL HGT.
A R C N I T E C T 8
6
Design
Groul®r.2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
w .abdesigngroupxom
AA #: 0003325
W
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0
U
O
U
W
O
F
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8LJHDIV. ac LOT.
SILVERADO
LOT 21
LOT 1
PROJECT
04128.00 -21001
MODEL:
4EBB
"1828- CALI"
GARAGE 911MO:
LEFT
PAGE:
MISC.
DETAILS
t.150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
7,
I� 1:
n
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 17236-112
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
FL 4103-118
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WW W.FLORIDABUtLDING.ORG
CONTROL DATE: 05-19-16
A R C N I T E C T E 1
6
DesO..a.
Grou
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.a bdesigngroup.eom
AA #: 0003325
RN
0
4
A
BVHDIV. ae LOT
SILVERADO
LOT 21
LOT 1
PROJL'CT,,pp
04128.07-21001
U0DEIa
4EBB
"1828-CALI"
GARAGE 911WMG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
ARCHTECT
STATE OF FLONDA
DATM. 11/02/16
SCALE: 1 /4"=1 O"
skim=
D 6
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' a VERTICAL LAPS (ROLL
ENDS) A 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
LATH VERTICAL LAP
TO BE I'
WITH FORT15ER SHEATHING TAPE
REFORMED CONTROL JOINT /
i' THICK 3 COAT CEMENT
OF CONTROL JOINTS T
\ PLASTER
_ANGE
a WIRED TIED TO LATH • 5'
\ WRB LAYER •2, FORTIP15ER
/ \
G. MAX (VERY), NOTE: DO
2T FASTEN CONTROL JOINT TO
4LL EVEN IF STUD EXISTS
BUILDING PAPER
/ MIN, LAP • METAL LATH \
ETOND EXCEPT STAPLES W/
' LEG MAY BE USED TO TEMP.
APPROVED METAL LATH
FASTENED el' (VERTJ O.C. MAX
k, X X X I
1,
ECl1RE CONTROL JOINT
URING INSTALLATION
AT SUPPORTS
X X X
—
19TENERO TO BE SPACED
U1LAYER -1,
STUCCO WRAP
I
METAL LATH
l' OL. MAX VERTICALLY
WOOD SHEATHING
WRB LATER
f
-
STUCCO WRAP
e nw PAPER �nP DELaw w�Y /
LATERFCRTIFIBER/
BUILDING NAPE
i
\ GAP
niM.
THSHALLNO T
I
CONTINI. enµe
eno.a��..,..
.._..
ROUGH CONTROL
1BUT SHALL
STOPPED AND
6
D AT EACH SIDE
ER ASTMI CI063 PROVIDE 2X4 BLOCKING
10.1.4 PLACED FLAT MAX. 6' TO S'
FROM CCNTJOINT
WHE
\ CONTROL JOINT FALLS ON N
STRUCTURAL STUD
FASTENERS FOR LATH TO BE NAILS OR
TAPLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES TO BE (NO. 18) 0.0415' WIRE /
. BLOCKING SHOWN MAY BE IN ADDITla/ \
O WALL STUDS REQUIRED PER PLAN /
"M" TYPE CONTROL JOINT
OI. POLD NW1RD • PT. A
®FOLD
OI,F A MIU4fip
PT. A
2. CREAOE • PT. e
3. OIffAOE • PT.O
® ®FOLD
DRIP EDGES OVE — O.
EXIFfO 14- ISELOW
S ATHFG.MECNANIOALLY
FASTEN 4' — MAX,
OL FOLD Ir1YMRD • PT. A
2. GREASE • PT. e
FOLD
OA
FOLD IN111ARD • PT. A
2.Ora:ABE • Pr. e
3. OREASE • PT. C
A.FOLDDOVOR PI.
e TILL PT.T. O TCU01E0
10ORR, RA t
r
�,
SOTTOM
FLANGE -TER TIGHT
U2L SIT.
r d' THKIG, 3 COAT CEMENT
PLASTER
/--WRB LAYER •2, FORTIFIBER
BUILDING PAPER
—W3B LAYER -1,
STUCCO WRAP
� LAP LATEt'b OF BIIILDN6 a.RAP
OvER NAILMG RANGE, STOP
Ull® aTM2x I x'ES
AeOVE
a
Ox0 WALL RA&ING
ao
ni DETAIL) RASNNG
i DETAIL)
_1
11
FASCIA IIIIIAP
APER LAP
2 SCALE: 11/1'•1'-0—
KICKOUT
nL'TT A TT
1 eh
\ 16
WATER 71GHT SEAL (BEND OR
SOLDER DO Ka eL
UQT€MSTALL. O'_OkT r l
RASNMG 4T BOTTOFI OF ROOF f
IOALL MTEROEGTIGNO
VERTICAL LATH
& PAPER DETAIL
NOTE;
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 010415-IN. 021-MM)
WIRE AT INTERVALS NOT
MORE THAN 5(225-MM).
AS PER ASTM C1063
12.1.
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
M WOUSE WRAP TAPE
PER MANIF. SPEC. OR
PEEL 2 STICK
k THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WIRB LATER -2, FORTIFIBER
BUILDING PAPER
U1RB LAYER ,
STUCCO WRAP
WOOD SHEATHIW4
WOOD STUDS
SHEATHING
BUILDING —
PAPER
-
ALAP
STUCCO
A' LAP . LATH
3 LAP .PAPER
HORIZONTAL
LATH
& PAPER DETAIL
WOOD SHEATHINGS
WRB LAYER "I,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WRB e TAPE OvER
ROOF WALL SCREED
z
�Io
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
n F_
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
L_
GAP SHINGLE - DO NOT NAIL,
, INSTALL WITH ROOF CEMENT
ROOF
5 „L„
N-T-S.
SHINGLE ROOFING
FLASHING
4'x4' SELF-AD44ERIr,6 MEMBRANE
FLASHING (COMPATIBLE UV HOUSE
WRAP MATERIAL) OVER 4'
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE I
P OR LESS PIPE
PENETRATION,
CUT AND OVERLAP ONE SIDE OF
SELF-ADHERW MEMBRANE
FLASHING
STEP 01
6•
--
6'x6' SELF -ADHERING MEMBRANE
PLASWING (COMPATIBLE W/ HOUSE
`
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
`V
-
HOUSE WRAP,
FLASHOJC TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
SELF-ADHERNG MEMBIR4I
STEP 42 FLASHING
URB LAYER 9.
STUCCO WRAP
-__-- UWBIKKUS'LpLAANYYGEppR •2, FORTIFIBER
-_ METAL) LATNAF'ER
----------6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS,
FLASHING OVER APPROVED
STRAPS, STAPLES) AS -----
HOUSE WRAP.
REQUIRED TO SECURE
r- FLASHING TO EXTEND ONTO PIPE
PIPE/ WIRE TO FRAMING
4'x4' 5ELF-ADHERNG MEMBRANE
FLASHNG OVER APPROVED
HOUSE WRAP.
-
_- —� FLASHING TO EMEND ONTO PIPE
I.. — -%' CONT. BEAD OF SEALANT
------INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIG COATING OVER STUCCO/
{ C.V. FINISH (SEE TTP WALL SECTION)
SECTION PER FBC R703-6.01
ExlenoT Ieftm ruM quMnp
i' Exterior f porfiaM cement plasler 'I Iwl comply with the eppliceGon
requirements of ASTM C 926.11A.
I{ Installation of exterior la01irg antl hamirg
shall comply with ASTM C 1063-1 tA_. _J
PIKE PENETRATION DETAIL
N.T.S.
'llNO
lIl l
DRAINAGE PLANE (WR5
LAYER #1, STUCCO WF,,4P)
WRB LAYER #2 (FORTIFIBER -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING [111I1/z=
5ELF-ADIHE51VE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103-ro.] / ASTM C-84-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R C N IT E C T S
6
mIn
Gr0u InD.
—ALONG WOOD, FL 32780 Lr
PH: 407-774-6078
FAX: 407-7744078
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AA A: 0003325
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04128.00 -21001
MODELS
4EBB
"1828-CALI"
GARAGE STUNG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
D � 11/02/16
8CAlM 1/4"=1'-0"
8*EM=
WA1
BACKER ROD
BACKER ROD
WRB LAYER 01,
STUCCO WRAP
INSTALL W SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM, 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES,V CAULKING e JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathing and lap stedng
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-11 A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-11 A. -
I HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH.
WRB LAYER -2, FORTIFISER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT (FRAME)
WOOD SHEATHING
WRB LAYER'I,
STUCCO WRAP
U1RB LAYER -2, FORTIF15ER
BUILDING PAPER
WOOD —
CONSTUCTION
METAL LATH
8' CM VINYL CASING BEAD
6' RAISED BAND
_ Y.' TO °gyp' MID -WALL
UIEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
7C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (WIRE
LAYER 01, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING E22=2f=_2222
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-84-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT, SEALANT)
SEALANT a
TOP 4 SIDES
64
DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL `L\`
I
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
ELEC. METEF
VERIFY LO
I----11
_-i F_ —1
�A1VENT PENETRATION
1y SCALE: N.TS.
A7
1=11A IV M=U-.CIVt
STUCCO SCRATCH COAT
4 1 COAT OF PAINT WBACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC
. METER FIELD
VERIFY LOCATION
- I
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
T"" " 7R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
A' THICK, 3 COAT CEMENT
PLASTER
'/a' TO %* MID -WALL
WEEP SCREED
�6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
:;O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER «I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT —
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVI',
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRB LAYER 'I
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD
1/8' TEXTURED
CONSTRUCTION ,
�FINISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.C. MAX
8' CMU'
Ye' TO %' MID -WALL
WEEP SC -REED
L
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
_ TEXTURED
FINISH « MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK
STEP #1
STEP #3
8'
WRB LAYER -1,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
X
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
«I
STEP
#2
WRB LAYER «I,
STUCCO WRAP
APPLY 60 MIN
SELF -ADHERING
GRADE 'D' FELT
MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER 02, FORTIF15EFZ
BUILDING PAPER
STET=
#4
ELASTOMERIC
COATING OVER
STUCCO/ C.V, FINISH
_
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TE1= #e STEF #(o
OELECTRICAL RECEPTACLE
A R C H I T E C T S
6
Design
GrouO.!.
y LONGWOOD, FL 32750 �r
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128 00-21001
MODELe
4EBB
1828— CALI"
GARAGE e11117NO:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXR B
ARCFWTECT.
STATE OF FLORK)A
I 11/02/16
SCALE: 1 /4"=1' — 0"
E,
dV A2
WOOD SHEATHING
WOOD
CONSTRUCTION
// 4 HAT CHANNEL
W/%' TYPE 'X' DRYWALL
D SHEATHING
WRB LAYER M
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER -1
STUCCO WRAP /
AMICO AM66-WFWG-180
CUSTOM CASING BEAD
WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
6' SAP. s TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WEEP SCREED
6' SELF-ADHEREING
FLASHNG WRAPPED
TOP OF WEEP SCREED
TO SHEATHING BELOW
=t-_
UJRB LAYER '1,
I \
STUCCO WRAP
WRB LAYER e2, FORTIF
BUILDING PAPER
'L SELF-ADNEREING
FLASHNG WRAPPED
e CORNER OF CANTILEVER
4- POSITIVE DRAIN
( WEEP SCREED
NO GAP IN FIELD —�
(SHON FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
10A BEAD DTL.(g) CANT.
SCALE: 1 1/2'=1'-V
NOTE:
MET,4L LATH: LATH TO BE PER FBC
R703.&.1 / ,4STM C-847-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
3/4 RESILIENT
HAT CHANNEL
5/6' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER -2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
VINYL CORNER BEAD 4' POSITIVE DRAIN
WEEP SCREED
B VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR DRIP EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
17�J�sZ'F-]G�7�L�
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER "2
' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE•ENG'D TRUSS
WEATHER RESISTIVE -
BARRIER 'I
WEATHER RESISTIVE
BARRIER "t
THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
ES
EXTERIOR GRADE
DRY WALL
THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
L NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
@,�ANTILEVER DRIP
EDGE
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
WOOD SHEATHING
3' X 3' 26 GA. GAL V.
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL t STICK) __ _
SET IN FULL BED OF
SEALANT, Y2' MIN.
6' PEEL t
SPACE FROM DRIP
STICK s DRIP
�•\ FACE TO TREX
EDGE TO
DECK
1
Ya' GAP FOR BACKER
ROD t SEALANT
1 ,�'XI % P.T. OR SIMULATED
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASING BEAD
.�
WATER PROOFING let 00
WEATHER RESISTIVE
LAYER (2 LAYER PEEL 4\�.
/ 1 BARRIER -1
STICK) WRAPPED FROM
WEATHER RESISTIVE
BALCONY DECK TO
1 BARRIER -2
CANTILEVER
6' PEEL t STICK s ,
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 Yz'Xl 3/4 P.T. OR SIMULATED
(SEALANT, )4' MIN.
WOOD (TREX) FILLER
SPACE FROM DRIP
CONTINUOUS
! FACE TO TREX
Ys' GAP FOR BACKER
VINYL CASING BEAD
ROD t SEALANT
WATER PROOFING let
FINISH LAYER C2 LAYER
LAYER (2 LAYER PEEL t
PEEL t 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
5/6' i
WOOD SHEATHING
W/TEI
FINIS
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
THI
22;
BARRIER -2
PLAS
4'POSITIVE DRAIN
VINYL
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOILN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
01� EDGE INSTALLATION
X—X—X—X
r,
SELF-ADHESIVE FLASHING - -
2x FRAMING MEMBER
' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
'1' O.G. MAX.
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, PORTIFIBER
BUILDING PAPER
1 ,� CORNER BEAD C) FRAME
1 `t A
CORNER BEAD
(FASTENER 4 SPACING a -I" O.C.)
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
W SAP. •••,
PEEL t STICK
I K2'x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I h' X 3' 26 GA. GALY.
'
METAL DRIP EDGE
Y. GAP FOR BACKER
SET IN FULL BED OF
ROD t SEALANT
SEALANT, Y)' MIN.
i •; '; SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
i
BARRIER'I
i
WEATHER RESISTIVE
WATER PROOFING let
r "'
BARRIER �2
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
t STICK)
re.wea.,.,.
COLUMN SHEATHING
\-\PEEL
6' SAP.
t STICK
egg FLOOR i , -
I Vx3' 'L. FLASHING
'FULLY EMBEDDED IN
(
ROOF CEMENT
\
I )$' X 3' 26 GA. GAL V.
---••••------
METAL DRIP EDGE
I X'XI }4• P.T. OR SIMULATED
SET IN FULL BED OF
WOOD CTREX) FILLER, -
SEALANT, JQ MIN.
CONTINUOUS
SPACE FROM DRIP
i
-FACE TO TREX
4* GAP FOR SEALANT
OPT BACKER ROD
VINYL CASING BEAD
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
PROOFING lot
MODIFIED WWATER
LAYER (2 LAYER PEEL t
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
THICK 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED t PAINTED
WOOD SHEATHING
FINISH
THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
NO GAP IN FIELD
VINYL COMER BEAD
(5HONN FOR CLARIFICATION O'
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1-HOUR
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
/TAT /"T "
PT ACLTTT-,T(I_\
WRB LAYER -2, FORTIFIBER
BUILDING PAPER-------,
METAL LATH -----------
THICK, 3 GOAT CEMENT
PLASTER
(o'SELF-ADHERING—
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAVE
STUCCO W
WRB LAYE
BUILDING
METAL LA
THICK,
PLASTER
6'SELF-<
FL ASH INC
DRIP Go
WINDOW
15B CASING BEAD 0 WINDOW
( FRAME, NO BAND)
WOOD SHEATHING
WRB LAYER
pk
f
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
�'
BUILDING PAPER
' 1
METAL LATH
(EXPLODED
BTHICK, 3 COAT CEMENT
VIEW FOR
PLASTER
CLARITY)
A R C N I T E C T S
DesI n
GM !
�T LONGWOOD, FL 32750�•
PH: 407-7746078
FAX 407-7744078
w .abdesigngroupxom
AA ar: 0003326
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8XIBDIV. all LOT:
SILVERADO
LOT 21
LOT 1
PROJEC
0412N0 -21001
MODEia
4EBB
1828- CALI"
GARAGE 81IING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. $
ARCHrrECT.-
STATE OF FLORIDA
DP 11/02/16
SCALE: 1 /4"=1'— 0"
ElI3EE'P
WA3
A R C H I T E C T S
WOOD SHEATHING
WRB LAYER W,
STUCCO WRAP
WRB LAYER •2, FORTIF15ER
BUILDING PAPER -
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING—
FLASHING
VINYAL ANGLED
CASING BEAD ��
DRIP CAP —
WINDOW FLANGE
WOOD SHEATHINGS
WRB LAYER "I,
i
i
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
'
BUILDINGS PAPER
METAL LATH
(EXPLODED
8" THICK, 3 COAT CEMENT
VIEW FOR
PLASTER
CLARITY)
WRB LAYE
STUCCO WF
vINYAL A
WRB LAYE
BUILDING i
METAL LA-
J' THICK, 3
PLASTER
6'SELF-A
FLASHING
DRIP CA
WINDOW I
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASINGS BEAD
-------------
Y.' GAP TYP _-- J' THICK, 3 COAT CEMENT
CASING BEAo PLASTER
IX TRIM MEMBER TO TRIM METAL LATH SEALANT
O STUCCO TO WRB LAYER 12, FORTIFIBER
SIDING TRANSITION -
BUILDING PAPER �
SIDING - _
_ .._... _... � .. WOOD SHEATHING I
UJOOD SHEATHING
WRB LAYER "I, \ /- WRB LAYER "I,
STUCCO WRAP STUCCO WRAP
-- CASING BEAD
- ro' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRJCTION —�
BEYOND
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER 9
WEATHER RESISTIVE —�
BARRIER R
a.' X 9 V LAP SID WG,
/6'REVEAL
6' BELF•ADNERING
FLASHING
STARTER STRIP
6' ASHING SELF -ADHERING
FL
1 WEATHER RESISTIVE
BARRIER '
WEATHER/ BARRIER RESISTIVE
�j 6' SELF-ADHERWG
FLASHING
GALV'D METAL
'Z' FLASHING
DO NOT CAULK OR
I Y' X 6' SIMULATED—/ SEA' OPE
WCSOD TRIM MEMBER%
STUCCO CASING (:. .' , r \
ii' X 6' SIMULATED
U'007 TRIM MEMBER
- \ SEAL GAP . AULKING
/ OR 4PPROVED SEALANT
\`
STUCCO CASING
BEAD
SIDING TO STUCCO
®� BLOCK TO FRAME
�,� TRANSITION
1J
WINDOW FRAME
I
2X FRAMING
MEMBER
------------------
---------------------------------
SEALANT
I
I
i
WINDOW FRAME
NOTE:
METAL LATH: LATH TO BE PER FBC j
R103.6.1 / ASTM C-841-12, MIN. 2.5 LBS.
PER &Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
'
JJRB LATER #I,
E�DOND sTra)cnON
STUCCO
STUCCO WRAP
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER M
'
WEATHER RESISTIVE
1
#2,
BARRIER -2
P9IDING—�
WRB LAYER FORTIFIBER
FM FM AL
BUILDINGS PAPER
F F--ADHERING
METAL LATH
STARTER STRIP/
(EXPLODED alp THICK, 3 COAT CEMENT SEAL OPENIP
VIEW FOR PLASTER GALYD MET,
Z' FLASHING
CLARITY) 1V X 6' SIM
WOOD TRIM t
CASING BEAD C RAISED
St7A��i
BAND (FRAME)
SCALE: 1 I/2`=I'-0"
(W/%' FLEXIBLE PVC
BACKER ROD)
6' SELF -ADHERING
FLASHING
WEATHER R
BARRIER -1
WEATHER R
BARRIER I
WEATHER RESISTIVE
BARRIER M TO LAP
6' MIN. ABOVE TOP
'Z'
/
/
1 OF FLASHING
/
o
I
�ry
WEATHER RESISTIVE
BARRIER 1
_
\ �
WEATHER RESISTIVE
/ BARRIER 1
\I
\
METAL
' � /
'ZAFLASH ET
DO NOT CAULK OR
(LEATHER RESISTIVE
BA
RRIER 'I TO LAP
6' MIN. ABOVE TOP
`
OF 'ZFLASH WG
I Ya' X W SIMULATED
/
I
WOOD TRIM MEMBER
SELF -ADHERING
FLASHING
\ 1
\
\.
SEAL GAP W/CAULKING
OR APPROVED SEALANT
\
WEATHER RESISTIVE
BARRIER 9
E-Z BEAD VINYL CASING
(W/'FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
® FRAME TO FRAME BARRIER
�� TRANSITION
1J
WINDOW FLANGE
------------------------------------------
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
1
1
. . ___ _____ WRB LAYER 02, FORTIFIBER
BUILDING PAPER '
E-Z BEAD VINYL CASING
(W/3/s' FLEXIBLE PVC BACKER ROD) ;
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
-- WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------�
GAS'.NG BEAD
TO WiNDOW
-----------------------------------------
8' THICK, 3 COAT CEMENT
PLASTER
--METAL LATH
11
I
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL CASING
2X FRAMING (W/3/s' FLEXIBLE PVC BACKER ROD)
MEMBER ILA APPLY FULL BED OF SEALANT BETWEEN
BUILDING FLANGE 4 BUILDING WRAP
WRAP
------------------------------------------------------------------------------------------
�A Ez BEAD �Do cAs�NG
LEGEND
DRAINAGE PLANE (WRB
LAYER •I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO E�_ '
WOOD SHEATHINGS IT»21
SELF-ADHESIVE FLASHING -
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T LONGWOOD, FL 32750�•r
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngToup.mm
AA #: 0003325
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04128.000-21001
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"1828—CALI"
GARAGE OVING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
l:.
nP TM 11/02/16
DCAL,: 1 /4"=1'- 0"
BPI=T
WAS
A R C R I T E C T E
CUT HOU
AT 45' L
MODIFIEI
IN HOUSE
LINE OF
OPENING
APPROY
OVER SF
WD STUD
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FLU
JAMBS
EXTEND FL
I' BELOW S
FLEXIBLE
DO NOT SE
FIN
EMPORARILY
OLD 'UP t SEC
IOUSEWRAP (0'
LICK FLAP UND
t HEAD
FOLD HCUSEU
IN AT JAM155 4
SLOPE SILL R
INSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEAL
FLASHING (
DAMS) NAIL
FLANGE
EXTEND
SELF-ADHE
FLASHING I'
BEYOND.,
FLASHING
INSTALL VIP
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXLURAP AS TI-
FLASHING AT THE
FOLD
DOWN
DIA(:C
ACRO:
WINDO
tPLY %. NOM.
:ONTINUOUS BE.
SEALANT AT
AMBS AND WEE
tPLY TO BAG
11NDCW NAILING
LANGE IN LINE
`RE -PUNCHED
IDLES OR 51-01
UIDE ADHESIVE
EXIBLE FLA5HIN
NER DRIP CAP
'ECTO-WRAP
EQUI V )
WINDOW FLASHING
INSTALLATION DETAILS
1 O ( FULL WIP.AP) SCALE: NTS
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
NSTRUCT
—APPLY
`IEMBRANE
FLASHING
AVER JOINT
NOTE:
I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION. it
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
!WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW IISS FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
I I
j
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING j
_i�
-- — -- --
INOTE; l
SEAL INTERIOR PERIMETER OF WINDOW WITH II
SEALANT
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PH:407.77' . 78
FAX: 407-7744078
v7-abdealgngroup.com
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LOT 21
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04128.00 -21001
moDELe
4EBB
"1828-CALI"
GARAGE S1rma:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT:
STATE OF R-OMA
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aCALE: 1 /4"=1'- 0"
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