HomeMy WebLinkAbout36139 Carriage Pine Ct99 2605-HAYDEN9'
ALL WORK SHALL COMPLY WITH
PREVAILING CODES
FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, AND
CITY OF ZEPHYRHILLS ORDINANCES
REVIEW DATE- V
CITY OF ZEPHYRHIL�.S
PLAN EXAMINER]
• 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
r�
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
•ALL LOCAL AND STATE CODES
• OCCUPANCY
— RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
— VB
• MIN. INTERIOR FINISH
— CLASS B
•BASIC WIND SPEED
— Vult=150 MPH
Vasd=116 MPH
•EXPOSURE
— B
•1—STORY RESIDENCE
—
•2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
CALC.'S
IST FLR LIVING
1104 60. FT.
2N0 FLR LIVING
1501 50. FT.
TOTAL LIVNG
2605 SQ. FT.
GARAGE
431 SQ. FT.
PORCH
115 5Q. FT.
PATIO
W SQ. FT.
TOTAL 3231 60, FT
ABBREVIATIONS
ABV.
ABOVE
WV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
Y.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR.
MANUFACTURER
AMP,
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MTD.
MOUNTED
CL
CENTER LINE
MTL
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CE
CEILING
O.C.
ON CENTER
CLR.
CLEAN
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PARR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DGYETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.AG.
RETURN AIR GRILL
DP.
DEEP
REF.
RFFTUGERATOR
DR.
DOOR
RIM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DLSHIASHIER
S.H.
SINGLE HUNG
EA.
EACH
SHT.
SHEET
ELEV.A.
ELEVATION
SHHHG.
SHEATHING
EQ.
EQUAL
sm.
SHOWER
EXH.
EXHAUST
SIN.
SIMILAR
EXT.
EXTERIOR
SL
SLIDING
F.G./FX .
FD= GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
nR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMMP.
TEMPERED GLASS
FIG.
FOOTING
INK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.OP.
TOP OF PLATE
CAR. DLSP.
GARBAGE DISPOSAL
T.O.S.
TOP OF sm
G.F.I.
GROUND -FAULT CIRCUIT
ILIP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OflEIMSE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
I.
WASHER
H.C.
HOLLOW CORE
W/
In
NOR.
HEADER
WD.
WOOD
HGT. OR HT
BRIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT.
IN MOR
W.J.
WROUGHT IRON
REVISIONS
REV. i DATE DESCRIPTION
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG Cl—COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG 1A—DOWEL PLAN
PG 1B—LINTEL SCHEDULE FIRST FLOOR
PG 2 —FIRST FLOOR PLAN
PG 3 —SECOND FLOOR PLAN
PG 4D—FRONT & REAR ELEVATION "D"
PG 5D—LEFT & RIGHT ELEVATION "D"
PG 4D.1—WALL ASSEMBLY ELEVATION "D"
PG 5D.1—WALL ASSEMBLY ELEVATION "D"
PG 6—FRAMING PLAN ELEVATION "D"
PG 7D—ROOF FRAMING PLAN ELEVATION "D"
PG 8— FIRST FLOOR ELECTRICAL PLAN
PG 9— SECOND FLOOR ELECTRICAL PLAN
PG 10—FIRST FLOOR MECHANICAL PLAN
PG 11—SECOND FLOOR MECHANICAL PLAN
PG Dl—MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2—MISC. DETAILS
PG D3—MONOLITHIC 1—STORY WALL SECTIONS & NOTES
PG D4—MONOLITHIC 2—STORY WALL SECTIONS & NOTES
PG D4.1—MONOLITHIC 2—STORY 1—HR WALL SECTIONS & NOTES
PG D5—MISC. DETAILS
PG D6—PRODUCT APPROVAL LISTING
PG WA1—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS WINDOW FLASHING
A R C N I T E C T S
6
Design
M .2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
W ww.abdesigngroup.com
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"2605—HAYDEN"
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D-P 11/03/16
SCAT. 1 /4"=1'-O"
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR STH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
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)
11. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=l16 MPH
11. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY 11
8, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCALAND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/.".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ''/.".
T PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH N STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
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 Pm =1500
14. TRUSS MANUFACTURE R SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
E
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
CONSTRUCTION.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
_ SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN RIGID
NOWMETALUC 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 Y INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, O"ITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN / THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. 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 T-0'.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER '/."
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 117,"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO 1_/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSOW 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 F19M FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH ''/:" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8" 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,112" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-CIO".
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A R C N I T E C T E
Design
Grou .n�.
1441 N. RONALD REAGAN B]LONGWOOD,
FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdealgngroup.com
AA #h 0003325
w
h
w
0
m
0
a
BvsDiv. & LOT
SILVERADO
LOT 19
BLK 1
pmj=T*
04128.000-19001
MODEIa
4EHB
"2605-HAYDEN"
GARAGE B'WD90:
RIGHT
PAGE:
GENERAL
NOTES
50 MPH EXP. ly
ARC HrrECT
STATE OF: FLC>f�DA
0 7 k 20
Drpnmwr11/03/1(3
slim T
GN
24'X24'XI2' CONC-
PAD W/3-S BARS
E.W. ON CHAIRS
MIN. 3' COVER
(3 TYP.)
2 �R
4 0 - _ 6 2
2'-1'� 1_0'-0'
-- 4, - - - - - k AV
CONC. 2'-�-I�-�j LAV 2'Vr
-3 I/SLAB f'
2L�
3' TUB I
e' 2
itl i0 j2• VfR I�WASHER
��ll LL
w Dl DI /�1/2 I KITCHEN
N TYP. -- 1 1 SINK LLV AUTO VENT
i I uP
-- — ----- ---- ---- -- -- — -1 AV
10 SLAB 1 1/2' LA V 2' R
DI 4' CONC_ REOW. W/ 6'xb' I sFUIR
WIAXWIA UAU'1 ON 6-MIL POLY- I 1 2•
0'-0' ELEV. ETHYLENE VAPOR BARRIER ON
FIN. CONC. SLAB WELL -COMPACTED CLEAN FILL I ■ 2-4 3'
1 I TERMITE TREATMENT
�
ANT SHALL BE
-
I G m I-Ia•
9_2° _ 13'-9" _ 2'-1_4'-8" i ( I uy- A�
CO 3• I TI$
m e 0 4'
I 2.
e e 2.
TO
MAIN
' I 13
+ 3 AD LU/X12' BARS _ DI PLUMBING RISER
r y �� w zr � PAD W/3-"5 BARS
I EAU. ON CHAIRS I 1 NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE.
LJI„ Q, ILJI1 MIN. 3' COVER 66 h 'S' TYPE ARE PROHIBITED.
' 0 7 EMEND DI Im I ■
- SLAB 11/2—AV.
L /� i L J 4' CONC.
SLAB
BOLLA
Rb
bB 5 1/2- - B. 0
.R-- L DI _ AS REQ. P£Rl W.H. v
STUB UP
TO 2ND LR
BLDG. CODE
I OPT I F�O•
T — -
REF. I 2'-8'
I' PVC CHASE
FOR ELEC. TO
ISLAND I 1
24'X24'XI2' GONG I CHASE PVC—/ \
PAD W/3-S BARS
Wsl 6B E.. ON CHAIRS
MIN. 3' COVER
v
�QaOL e I
0'-0' ELEV. EXTEND I p W O
FIN. CONC. SLAB SLAB I IQ' I DI Y w u- I
v
ul
Wm
IR
4' J
w LL CSC• SECURE STRAP TO
a SLAB ■ ■ ■ ■ ■ ■ ■ _ UNIT W/ (2) -Sxl 1/4
L � 4 O 0: (- 4 A/C
SHT MTL SCREWS
� L DI — L DI J I ■ DI UNIT SIMPSON WB ROLL
■ ■ ■ 1■ ■ __�—__. STRAP OR EQUAL
SECURE STRAP TO
12'-0' = l 4 20 4 _— CONC. GONG. W/ (2J-3/16'XZ'
SLAB TAP -CONS
39 a A/C CONNECTION
FOUNDATION PLAN TO PAD DETAIL
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN NOTE: MAIN COND. DRAIN 3/4' DIA.
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL OVER HEAD • 12' FROM STRUCTURE
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014)
Or A N C N I T E C T S
6
Design
Grou
i441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-774-4078
www.abdesigngroup.eom
AA 8: 0003325
F
W
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V
2
0
y
O
F
O
etnmrv. ae LOT.
SILVERADO
LOT 19
BLK 1
PROJECT#
04128.000-19001
][ODEis
4EHB
"2605—HAYDEN"
GARAGE BQING:
RIGHT
PAGE:
OUNDATION
PLAN
150 MPH EXP. B
of
DP TM 11/03/16
8CA=: 1 /4"=1'- 0"
ar�EET
DOWEL PLAN
r-ARCN IT ECTS6
Design
GrouP"h�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
L AA q: 0003325
w
y
w
0
0
w
0
m
c
0
m
Sulwiv. AC LOT
SILVERADO
LOT 19
BLK 1
PROJECT#
04128.000-19001
a[ODEL:
4EHB
"2605-HAYDEN"
GARAGE STUNG:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT-
STATE OF FLOFMA
712
P TM D11/03/16
SCALE: 1/4"=1'-0"
SIrmET
A.
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFF GRAVITY 1 Oann FOR A- PPFCAST A PRFSTRFSSFD t61 iwpt S
*--4-
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
BUB
e
I
a914
les5a
Ileme
2'-I0'(34') PRECAST
2231
lm69
4rmr
rIB
TD41
esu
Im>K
IIe09
3'-6' (42-) PRECAST
2231
le69
lmr6
9l9
4se5
5w3
.IS
runt
Ta41
em6t
eBN
96m2
tmeSt
Im J9F
IICM
4'-0' (481) PRECAST
IS66
2%I
»v
]nl
4rm5
leim
re
+rem
1641
ri361
sna
-Iml4
1ee64
em1
I
4'-6' (54') PRECAST
BSS
xem
+31a
.-fill
s1
316!
T5n
46x
%v
54m0
IDMI
r2f4
neon
9'-4' (64') PRECAST
DO
L9N
Itx
lees
29r0
3n9
Sins
4246
V-1e•(10')PRECAV
1062
106
aB
w91
2m9m
]6{9
3mm9
Stem
tea
1622
Ixm
l
lW
6'-6•(18•)PRECAST
908
'�
nx
xm
xm
!Yet
ltem
!m!I
Ie9e1
91m1
Aare
49e3
S@wl
1'-6• (SOW 1ECAST
143
ell
loll
nxe
nM
2r9f
x%I
]2m!
x5e
%tl
gel
e4r
area
B'-4' eII2') PRECAST
904
lD]
WD
W
]DN
10'-6Yl26')PRECAST
415
6»
ee0
w1
2o9t
f1Tt
Awe
6t3
IOS2
bS!
2m8!
2lal
4Tk4
(136INWECAST
362
W
JH
'
wM
2t29
!n'1
+mmr
w
fin
19M
1e4r
]+]!
9nl
4mmr
12'-0'(144.)P4WCAST
U1
6to
sl!
we4
I 21129
2Bm6
NN!
Sam
ev
I»4
wet
298
M4lb
»6f
13'-4'lW0'PfECAST
296
411
411
T95
l66
IOT!
fete
NM
M]8
eb
eL
tali
29w
me9
2eB9
N'-O'lW0')PTECAST
21S
424
10r
Imm2
tie
w61
2m
26lm
4N
1mr
Imm]
814.
w6T
2m
xr9m
14'-8'(nb')MaelEeeE
NR
Il!
4x
ve
a1m
9mx
v4l
mrt
nn
15'-4'084') rne!al1!
NR.
tle
Na
kR
fir
saw
tar
NR
42
1.
nem
no
wee,
2l2m
mm
Il'-4' (208'1s�elllrx
Nip
Ne
foe
w
w
Ne
w
w
!met
ex
eem
.2.
wm9
ws6
]04l
IS'-4- (232')stneaTleaae
NR
w
Na
w
w
Ha
ta¢
We
x!e
+w
»m
Im9l
ns2
a
nw
21'-4' f25f.')sleallne
NJ2.
w
Ha
Ne
"
SIm
B59
N6
72'-0Y764')f16afl!
NIT,,
wYN
we
I !b
5em
Ilet
Im41
nab
1899
24'-0C288')r°Isenaf
NR
1ae
1�
IrR
to
n6
?
46m
Ia.a
aw
Imex
net
GAFF IIPI IFT I nADS MR A" OPPrAST A PRFPTRFCCFn ILI INTFI C
Cwf'e•Cwm
SAFE LOAD - POUNDS PER LINEAR FOOT
71'PE
LENGTH
me-,T
sn-n
sw-n
S r
N2+-rt
sofa-rt
F9f-rt
ass-2T
sa-fT
Zw-IT
ma
4-2T
rrf6-n
N9xar
3'-6' (424) PRECAST
1669
IeDS
x24
.3S
526!
.tv
fool
re5
4
43V936!
rW
fool
4'-0' (48') PRECAST
Bra
2lmS
s0r0
see
Nam
6!A
rm16
tx!
29OD
norm
xS
4510
6329
sag
4'-6' (54') PRECAST
n0l
2m40
]lm1
!3M
4m13
4111
5819
n01
2m10
21m1
4lN
9 l9
W-4' (64')FRECAST
Imr
nb
m
ux
lA69
-1
-2
ww
nb
.1.
2-
934!
-1
-1
V-104(10') PRECAST
s_aL2&4S3
Srl
5W
xlm
4B9
6'-b• (le') PRECAST
el6
]
1261
nu
a!D
41m1
-
1 2-
fleet
1261
3ln
(B0')I-MCAST
Vl
1a6
wf
]
2
4
24
2 26
!Y!G
S'-4• (112') PRECAST
fb
Eta
De
w1!
-
269
10'•b'(Ub')PRECABT
59m
4
ew
IW
Nr
toll
6!m
s9s
N,:
r163
mx
29w
(13W)PRECAST
na
103
BI9
fb!
46t
r01
uv
1i+3
lab-
2wl
12'-O'(144')F'Iffl:ABT
41m
124
Wl,
16!
us
dm
+10
alma
wwe.
2
(160',}°EECAST
N
seta
IW
192!
Taim
w9
Ix'1
14'-0'(WS')P1iECAST
.!!L.4sm
!.4
9%
124
41m
4l6
In
erg
nett
14'-8• (IT-' - - -- --
2-
5!4el
rV
e19
9L
aR
nNs%el69+VVlatl
x9fM-ax3]mp69u
n4Ml+
IT-4- (208'JFW6Ta
S-SJfr43•rmet6»Vwealr
Tr-s5!6549]f+2l09!lT21
lNB4m59w6
S'-4'
2
6
lJFPsP1tRIltaEaee6BTtTTtlaIettE!ea
I
22I2IS241''-'-'--44O0''
'Y(([22218B9646B4'')'')
B1
Pl
e
3
3
-2
24 n
4
!n
455
w
]l
161
e1r
SAFE GRAVITY LOADS FOR e" PRECAST r/ 2" RECESS DOOR U-LINTELS
�sr-GMn
SAFE LOAD - POUNDS PER LINEAR FOOT
TTT'E
LENGTH
w1i
a wens alel.-m news arm- n.fs-
4'-4' (52') PRECAST
Me !]e0 4l49 6+]I 6489 1561
wx
16R 3rY] 52m6 r699 norm Stan 1m699
4'-6' (54') PRECAST
H6t
CJ 9mbS Te`!2 SBs! 49K 5924 snot
n xel stets u!e worm sne Imae
5'-8' (bS')PREGAST
vet met nw 2211 xA99 9t0] 9xr
Iw1 I4el l le,l 991
5'-W'(10')PRECAST
ew
M! wa! wmm 2n4 2r+e -1 ll
10 2St2 4242 - l al
b'-8'(8O')PRECABT
lea
�I IW6 alto 9m40 1141 61b 1960
tml 162a 9n0 note l6S 609
l'-6' (B0')PRECA8T
To N6D 2469 !V6 6l4! V99 %29
66e
165 NW 2- .111 5l4!
3'-8' (116') PRECAST
411
Orr 999 fare m69 3n9 4091 9N6
e2r 699 ISrr 2fD! 9n3 4Alm Sall
SAFE UPLIFT LOADS FOR A" PRECAST w/ 2" PECESS DOOR U-LINTELS
Gaara4�eM
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
4'-4' (92') PRECAST
0106.e
web-2r
6a6
-
eRle-n
WO
-1-1-
wets.
2x2
9mx
161
-1-1
4t+6
6N0
e�
166a
2x2
9mSr
1161
4445
6Hm
4'-6' (54') PRECAST
xl
wmt
22V
2v5
lrmi
42Tk
4-.-
%l
IM4
2212
2e16
limn
vv
454E
V-8' (68') PRECAST
rT!
Q.S
net
W6
1
a-
-1
-
-
-
Wr
te64
9x2
9911
PRECAST
-
n01
nK
2256
i19
216e
r66
n!!
nos
2f66
2Tv
!]er
2-
6'-e' (WI) PRECA91
net
em,.,
w!m
2
tern
elm
166m
SW
Sam
2426
]a9
Ai29
T-6' (50') PRECAST
Smr
142
tl64
M
2.
]6s
nets
a96
bs4
n6D
lYr6
]%l
]96B
V-8- OW) PRECAST
Yi
vn
2
9Y
660
IM]
B6r
I
2mw
fall
PATIO
L- 4
L-3 L-5
(2) 3052-SH 3052-SF
6068 SLsD
ROOM
I II
II
II
®11 II
BATH
0 I e l l I I 8'-8• GLG.
_ I �
I i I I ISTOR I I I
KITCHEN I I m O
0
8'-8' CLG. I I I I GLGI.
PAN. O
GLG. IL -
I I o
I ---
L--J
GARAGE
8'-8' CLG.
FOYER
W-8' CLG.
(2) 3052-SH
3068 W/
I 10' TRANS.L_� I PORCH
I 8'-8' CLG. L'-2 16'-0'X'1'-0'01-ID.
--------------------
------------ ------ L-1
L- 9 L- 8
LINTEL SCHEDULE
NOTE: THE LINTELS MAY 15E SUBSTITUTED WITH
LINTELS PROM ANOTHER MANUFACTURER AS
LONG AS THE LINTELS AREOF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES
STATED
■
ASRE7'Er LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
n'-4-
81=28-I5/IT
L 2
4'-6'
8F8-75/IT
_ '
L 3
1'-6'
BFI6-IB/IT
L 4
1'-6'
8F24-IB/IT
L 5
4'-6'
8F16-05/IT
L 6
6'-6'
BF16-I5AT
L T
5'-10,
8F16-05/IT
L 8
-
-
NOT USED
L S
II'-4'
SFI6-IB/IT
MATERIALS
GENERAL NOTES
a Saf. mad rot based on latlooal deal n anal le
NNqq a P�
SAFE LOAD TABLE NOTES
TYPE DESIGNATION
I. Fe 8' preuet I! 1 4 6 pal
2. f
ICIT
I. s,- f[ IWI mortal b.tl and add Jolnt•,
2. 9Fnre flll.tl Ilrn.b r.9i,h.d.
ACI !IB end ACT 530
'n' ° I
I. All veluu Wed u nlnllm.l 4 Inch
1. For eo. Ibt.l MI • not ehoun,
r preet AST1e -9 p•I
3. Cxoul per AS1M Glr Fg 3000
pe I e( nexbNn !/8 bch
aggrmgete t B to II Ir1d1 slur*•
ae
3. Instelwtbn or 11-1 -1 conply .Ith the arduteetwel
end/d etructwal douerA•.
4. U-LMtele ate menur--1 math B IA' long rot isa at
I0. 11a .zlsid nefaee U IlMels Inslall.d b ..lrtd falaele
n II• shall hay. a coat N stucco Ilad b acoddanc.
worry 01i -S °�
slab ABTM C-2S6 d other pprowd eoating.
It. Ll,, m°d.d Ith
nanlnel b.arlrl8,
Exeeptlon� 8ef� IeeW fd vlfill•d IIM.I• nwt
WE SAFE LATERAL LOAD
TABLES FOR LOAD RAIRIG W r.due.d by 7OS If beerNlg lagtll I•
bO° �n 6 I/2 bdr•.
1-1.d
u•e fe load hdn next T bi#lt •boon.
e. Fd = bngthe not eflouel, taw oafs load
bon slat long.at 4egth shown
3 All safe bade w unite of I(near
F • �� WTM tal¢d]! / U 13FILLED
p�ANTITy OF 9 IILrpNt AT
4. CerlcraLe Masonry Uilb (Gh21) per
ABTH C90 w/mininum net area
Vr aid• to aocomodet. vertlul cell r.lnf«clog and 9ra+' 1^S-
5. R•ftsee Vr CAST-CRETE Load D.19KLIon Graph bretllre
.1-1tanrwaly vertical lgevlty d
uplift) and hd -tan (WLdaU bad• eheuld be docked
fd lh. cambin.d bading math the folla•bg djuatbn:
,.:
- •
FOR EACH 4DDRIONAL
FEa.8Omw CYU RAL
2. NA Not Ret.d
3. S fe bed• aro •up -"Ind alloubi. bade.
polx•de par
foot
10. All W. loads Weed on slrply npp--1
�BOTfpy C} LaREL CAVITY
u
cdlpr.•alve a4ength F900 p•I
/or llnt.l dsllectlon IMornetloe
'
r- �
4. Bar. load• Wed u G 40 dSr.- b0
ga �a
m
�� I / T
t
9. R r per ABT-I 36B grade 60
6. Reetreeebg ABTM
6. 0-- n.ld added r r to b. bated et tM bottwn
1-1
[+pRlled v�ltael bed Alwlled i-,1 tea feed
, t..
�' CLR TYP
n.ld sitar.
IL Th. nn6� m tM the pareMb•N
-
✓ 0'
�
.Nand par A416
Bede 1l0 bet rabxetion
or the uvhy.
1. l/3Y dlan.l.r .Ire et6rvpe are wldad to the
• S IID
Sef. vertlul bed Sef. I
hd zornal bad
9. Oro 1 rs/2ar may b. wbNhut.d fw top
9 b B' IIM.N
bdbetM the parcoa raducllon for gads 40
L_
I GUAN2RT OF 5
't
1. Mortar per AB1M C2T0 type M d B
bottom et" rd no henlcel an ilda8e
/21 9 REBAR
reaxre onkJ
6. TYr dalgner nay
nob added rebar.
Exaaple l'-6' IhMI type aF32-IB
MBAR AT TOP 4
'I
8. Cent-b-pku eoner.te may b. provb.d In eerpe•A. IwIN
tl. Addltt-ai la-t Iud opacity un be
dxaw.d by tfr de.lgrr by providing adtlKbrbl relMoread
FA.4m d GRbm
rvalwl. cencaWet.d
bade bon 1Y. -1. bad tal. by
mfe
gr-ty bad • 6412-./ 15%
L N 1`44- lEIC>fn
a
In INu of C4xKr t. ma•orry tone.
ewrlse. worry ebew tIr Iwl.l. Bu d-,'t a rfgM:
ulculatbg Ur m .I- -lstbg n,onl.rA
end door at d-aawy roan tau or s.Fport.
.6-tbne6412 (25) . 5501 plf
NOMMAL WDTN
A H C H I T E C T 3
Design
Group-i9�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.a bdesigngroup.com
AA 4: 0003326
h
IW
R
0
O
F
0
ti
W
0
d
9T mmm at LOT
SILVERADO
LOT 19
BLK 1
PROJEC"
04128.000-19001
U01=1 :
4EHB
°2605-HAYDEN"
GARAGM 9IWMG:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE) of
ARCHITECT. -
STATE OF FLORDA
�1:- CLEAR
Cnu
DD T 11/03/16
9CALE: 1 /4"=1'- O"
G.sY11If
9 REBAR AT BOTTOM
91"ZEEZ'
15 LINTEL CAVTY
OOTTQI RE6FORCMG
PRONDm M LMrEL
(VARIES)
A R C H I T E C T S
2'-1' I0'-0'
PATIO 2T-4° 12'-4"
10'-2' 11'-2'
OVERHANG
r-------- OF ROOF
AIBO`E 3052-SF
(2) 3052-SH EGRESS
- 6068 SCsD.
I
DINING e LIVING
ROOM ROOM BEDROOM #2
8'-8• CLG. el 8'-8' CLG. v 8'-8' CLG.
I
I
1'-4
5'-B" 3`-8" J'-10'„ 5'-a" 3'-4" 9'-0.
� 9 A
4X4
POST
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10'-10' I0'
`m, I OPT. I b36
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3-SH � i
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e
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42' H. HALF
WALL W/ CA STOR. O HB
SLOPED CLG.
POST STAIR DATA
(CCA) 16 RISERS ®'1.54'
15 TREADS ® 10' COND.
I' NOSING BOLLARD
AS REQ.
PER BLDG.
CODE
GARAGE
8'-8' CLG.
I
10' TRANS.
8 °'CLG.
16'-0'Xl'-O'OND.
--------------------
e;-
v
-
_4I —__--
�_4"
I-4 5---
fi-
---
111m
B0"
20' 4"
9 8
4
2 j0
0'
_._.-__I6
FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR AS5EM5LY TO BE THERhIA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE A55EMBLY)
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF-CLO51NG DEVICE
PER SECTION R302.5.1 OF THE FBCR 5TH EDITION (2014)
EXTERIOR MASONRY
WALL BRG.HEIGHTS
8'-8' IBM -
LOAD BRG. WALL
UN.O, ON PLANS
SQ.FT.
CALC.S
IST FLR. LIVING
1104 SQ. FT,
2ND FLR LIVING
1501 SQ. FT.
TOTAL LIVING
2605 SQ. FT.
GARAGE
431 SQ. FT.
PORCH
115 SQ. FT.
PATIO
80 SQ. FT,
TOTAL
3231 SQ. FT.
DBL.
TOP
PLATE 0
MBAR DETAIL
1--1
0
C�
0
C01PMU AID CLADONO MAD LOADS
MW MAD DPOW FOR 3 SECOND 011818
Om8m
somm
ZONE
HOIPHWIND 1NA)
RImm
MTff
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR. MIN. CRITERIA
51GD. MIN.
41
5
23/-2S
CRITERIA
160-10 O.H.D.
112
5
21/-25
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT-11,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF
THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DATE 071WO
WDesfim
PH: 407-774.6078
FAX 407-7744078
www.abdesigngroup.com
AA 8: 0003325
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PROJECT*
04128.000-19001
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SwnNG:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
50 MPH EXP. B
ARCHRECP
STATE OF FLOMA
N 0 2
ROLAED A.ABOUCHACRA
AR NO 93723
P � D11/03/16
SCALE: 1 /4"=1' - O"
a8EET
2
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE
WALL SHALL BE 2 1/4'
HANDRAIL 0 36'
HANDRAIL 6 36'
W/ 2X4 RE-INFOF
NOTE:
HANDRAILS SHALL HAVE EITHER A CIRCULAR
CROSS SECTION WITH A DIAMTETER OF 1 314't 2' OR
A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT
MORE THAN Co 1/4' AND A LARGEST CROSS SECTION
DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL
HAVE A MINIMUM RADIUS OF 1/0'.
nHANDRAIL DETAIL
� SCALE= 3/4'=V-0'
3S'-8'
(2) 3052-SH
is i gl
I UPSTAIRS _ l
MM. #�44 CHASE
BDRM I LING BDRM. #5 8'-0' CL 8'-0' CLG. _
CHASE v 8'-0CLG.
DBL STUD - Till,
DBL STUD
Ii'-8' 2'-8' II'-4' 5'-10' 5'-IO'
BAT-0
BA
OO � 3 SH
v
LAV. f LAv. 1' 3'-4' 4'-O'
s
W/� f
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a Ia
42' H. HALF
WALL W/ GAP ?8 LAUN.
CLG. _
�� A r--ter--� r
DN. I OF'T. II OPT. I
L D-JL W_J
J1;,
J. -0' CLIG.
I—
L
�
STAIR DATA
RISERS ®1.54'
- ---
15 TREADS ® 10,
-- 3-614 ?e
I' NOSING
2„ o�
ry'
22X36
ATTIC
'3-IO• i1 61-6"
ACCESS
0.
4X4 POST ---BATH
4X4 POST
-
CHASE 0 8'-0' 0
CLG. _,
OWNER'S
-
I -
BDRM. #3 I
SUITE
8'-0' GLGCLG. �p I=
CLG.
(2)
EGRESS
ultimckc.,
3052-5H
3052-5H
EGRE55
EGRESS
2040-5H
6 8—
13-4,
1
42' H. HALF WALL
SECOND FLOOR
PLAN
AH
SECURE TREADS TO STRINGER
(2) LAYERS OF 3/4' PLYWOO
W/ GAP
W/(3)'8 3' SCREWS EA
OR (2) LAYERS OF 3/4' SUB
3/4' T1, 5UB FLOOR
NOTE:
STRINGER UNTHREADED SHANK
FLOOR MATERIAL RIPS FOR
GLUED 4 SCREWED
2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND
OR 2-8 SOLID
TO EXTEND BEYOND T14IC04r
OF SUB -FLOOR SHEATHING
SOLID NAILING
PER FASTENER
SCHEDULE
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE
10'-0 3/4' 2ND FIN. FLR
I
� B
OL V-W 5Rr.. HGT.
/
_
TRUSSES
FLR TRUSSES
/
42' H. 1/2
LL W/
3/4' KICK —
/
CAP
1' MAX.
NOSING
PLATE
STAIR DATA:
10•
I6R ®l54'
MIN.
/
10'. P NOSING
S T R
5RISERS TO CONFORM TO FBCR 5TH
EDITION (2014)
.
/
MIN. TREAD•10' MAX. RISER•1 3/4' 3/I6'
MAX VARIATION IN RISERS/TREADS
Q w
-- -2x12 BYp STRINGER
JIA�TION
z
z
REINFORCED W/2X4 SPF
W/CONY BEAD OF
N ANY R18ERYTRE/ VARAD HANDRAIL
CIRCULAR CRO55 SECTION TO BE 13/4'
i /
SUB -FLOOR ADHESIVE
.-1/4' OR PROVIDE EQUIVALENT
ENT
w
PL-400 OR SIMILARE •
GRASPABILITY WINDERS- MR 6' WIDE
4 m
'Q U
EA HORIZONTAL RUNNARROW
END MIN. II' WIDTH a IY FROM
HANDRAIL W.T.
l0�
d�
� /
NARROW END 34' MIN.
O z-
'-----
2 X 4 RE-INFORCING
a EA 2 X 12 STRINGER
/
SECURE WA2d
0'-0' FIN. FLR
2X4 ATTACHEDMASONRW/ 10d
YNTOS AOWP.T.
SLEEPER
SLEEPER INTO SLAB WITHIN S'
STAIR DETAIL
OF EACH END, 32' O _. MAX.
A
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A R C N I T E C T E
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Design
Gro O.�2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.a bdesigngroup.com
AA #: 0003325
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04128.000-19001
HCDEis
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"2605- HAYDEN"
GARAGM SUING:
RIGHT
PALM
SECOND
FLOOR
PLAN
150 MPH EXP. B
TAMPA
1 QW6
DP TM 11/03/16
SCAM: 1/4"=1'-0"
m*xm T
3
l/8' THICK, 3 COAT CEMENT
PLASTER OVER GRADE 'D'�
FELT PAPER BACK METAL LATH
OVER APPROVED HOUSE WRAP
OR GRADE 'D' FELT PAPER
4'x4' GALV.'L'-TYPE-
FLASHING SET IN
ROOFING CEMENT
FIBERGLASS SHINGLES OVER -15 -
V 2x6 LEDGER SECURED
FELT PAPER ON l/Ib' 098.
W/ I/4' x d' LAG BOLT
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PLYWOOD SECURED PER
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NAILING SCHEDULE
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t
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THREADED ROD 32' OL.
MAX SET IN 91MPSON
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W MIN EMBED.
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PLASTER APPLIED
DIRECTLY TO MASONRY
PROOF C S.G.D.
\riJ SCALE: 1/2' - I'-0'
SHINGLE —
ROOF
FYPON 16'X48'
DECORATIVE
SHUTTER OR
EQUIVALENT
W-0 3/4' 2ND FLR
l
BRr.. HGT.
FYPON
BKT11XI-1 OR
EQUIVALENT
10'-0 3/4' 2ND FIN.
6' RAISED
BAND CTYP.J
m
4' RAISED
BAND CTYI=
8' RAISED
BAND (TYP.)
0'-0' FIN. FLR
12 FYPON I6'X48'
DECORATIVE
_ SHUTTER OR
EQUIVALENT
6' RA15ED
BAND
"I'll" I��lull" IIII IIII I'II
1I��f��lI�II HIM
TEXTURED FIN15H
OFF RIDGE VENT OFF RIDGE VENT
m'
FYPON Ib'X62'
DECORATIVE
SHUTTER OR
EQUIVALENT
4' RAISED
BAND
3/4' 2ND FIN. FLR
BRG. HGT.--
�— 6' RAISED
BAND
0'-0' FIN. FLR
IS'-0 3/4' 2ND FLR IS'-O 3/4' 2ND FLR
BRG. HGT.—
EIF]
El
e A
10-0 3/42N0FIN. FLR. _ 10'-0 3/4' 2ND FIN. FLR.
5'-8' BIT.
F-11Ell EIEI
❑❑
°i ro
I
0'-0' FIN. FLR — 0'-0' FIN. FLR
REAR ELEVATION
TEXTURED FINISH
STD. CALLS - OFF -RIDGE VENT5 ONL
AREA Of ATTIC
1585 SQ. FT.
NET FREE VENTILATION AREA REQU RED
= 1/300
REQUI RED VENTILATION AREA
= 1%5/300
= 528
VENTILATION AREA X SQ. INCHES PER FT. (144)
= 760.850. IN.
MIN. REQUIRED VENTILATION
= .Sx 760.8
IN UPPER PORTION OF ATTIC
- 380.4 SQ. IN.
OFF RIDGEVENTIIATION AREA
= 115 SQ. IN. PER VENT
38Q4 /115
TOTALBOF VENTS REQUIRED
= 330783
TOTAL 9 OF VENTS PROVIDED
- 4
'AREA Of ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL,
NO OVERHANGS INCLUDED)
A R C H I T E C T S
6
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAK 407-7744078
www.abdeslgngroup.com
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RIGHT
PAGE:
FRONT &
REAR
ELEVATIONS
150 MPH EXP. B
ARCHITECT(
STATE OF FLORDA
v 7 0
1.
Ra I
LOLAPD A ABOUCHACRA
AR NO 93723
FDAMTM 11/03/16
: 1/4"=1'—O"
4D
A R C R I T E C T S
RIGHT ELEVATION
TEXTURED FINISH
I6-0 3/4" 2ND FLR
BRG. HGT.
6
OFF RIDGE VENT
10'-O 3/4' 2ND FIN. FLR
5'-5" BRG. HGT.
0'-0" FIN.
LEFT ELEVATION
TEXTURED FINISH
FRAME DOWN
FOR FYF'ON
BKTIIXIl OR
EQUIVALENT
L11-0 3/4' 2ND FLR
Y BRG. HGL
4
2ND FIN. FLR.
5' RAISED
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PH: 407.774.6078
FAX: 407-7744078
www.abdesigngroup.com
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CARACE swans:
RIGHT
PACE:
LEFT &
RIGHT
ELEVATIONS
150 MPH EXP. B
ARCHITECT
STATE OF FLOPoDA
2%1
DA 11/03/16
SCALE 1/4"=1'-0"
SIiEE'P
14'-0'
SNEATF-0NCs TO LAP
_ FRAME TO GABLE
CONNECTION 12' MIN
U m 12
WA
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REAR ELEVATION
A R C H I T E C T S
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141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.a bdeslgngroup.00m
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PAGE:
WALL
ASSEMBLY
ELEVATIONS
150 MPH EXP. BJ
ARCHRECr
STATE OF FLORIDA
DP � 11/03/16
SCALE: 1 /4 °=1'— 0"
ERI�:ET
�-De 1
RIGHT ELEVATION
LEFT ELEVATION
A R C N I T E C T S
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX 407-774-4078
www.abdesign9roup.com
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ASSEMBLY
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%150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
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SCALE: 1 /4"=1' - 0"
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DEL 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
DEL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO W-4'
DEL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN CftJ
UP TO
5'-0' TO
8'-O'
UN.O.
4'-II 1/2'
-1'-II I!2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
2 x 12
C2 SYP)
T/I6' OSB
NAIL (3) 12d a 6'-8' O.C.
TYP 2x12 BM /HDR
FRAMING NOTES:
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MT5-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART a MINIMUM WALL a HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
(o. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-12d HAND DRIVES g EA.
END. CUT PITCH 6 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS d
DETAILS.
F 1
e9
II II II II II
M M M M M
N NNE
III II II II it
N
IKs 12G I II II II II
TRUSS TO 4X
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CCA 0l/22/16
1:1
A R C H IT E C T S
6
Design
Grou .!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.8078
FAX: 407-7744078
wwwesigngroup.com
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO,'-0'
DBL 2 x 10
,'-O' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO W-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (it.)
UP TO
5'-0. TO
8'-O'
UND.
4'-II 1/2'
,' -Il 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 .12
1 2 SYP)
l/16' OSB
NAIL (3) 12d 6 6'-8' O.C.
TYP 2x12 BM /HDR
FRAMING NOTES: 1 1
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O-
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
! TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12,
9.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
TRUSS TO 4X4
POST (2) MTS-12
POST TO ELK.
HTT-4
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK
HTT-4
ROOF FRAMING PLAN
CCA 04/06/15
A R C H I T E C T S
Design
GrouP"1...
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
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SYMBOL
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NOTES
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W AMP B 6 POLE
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OR r
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LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED - HOMEOUINER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 8TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
WI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5013 FBCR 5TH EDITION
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FECR 5TH. ED. (2014).
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GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION. (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
GRADE
I UNIT - NEW CHART
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE'D2)
HOUSE PLAN: 4EHI3 HAYDEN MODEL
LOAD INFORMATION
VA
2801 SQ FI' GENERAL LIGHTING R S VA PEA 9Q FT
7808
2 20 ALP APPLLWCE CIRCUIT AT ]600 VA EA.
S000
1 u1DTwrr ctRCT1eT
1soD
1 RANGE AT NA PLATE RA OR COORTOP/OVEN
12000
1 NATER HEATER
45M
1 Dm"ASHRR
1200
CLOTHES DRYER
ao00
1 DIAPOSAL
600
1 —ROFAW
1500
1 REFRIGERATOR
1200
SUBTOTAL OF GENERAL'WAD
98PD8
FD 10 EVA OF GENERAL WAD AT IOOR
30000
RELAD OF GENERAL WAD AT 40% 2 08 VA s
1128P.
TOTAL NET GENERAL WAD
2T262
3.5 TON HEAT PULP (W/ B" Y HEAT S F)
21 ALP s 240 VA=
& TON COOLING S19TEY 40 ALP z240 VM
• 8600
NET GENERAL WAD
21262
NET TOTAL HVAC
—
TOTAL WAD
_Re
CALCULATED LOAD FOR SERVICE
ea882 nA/24o _ M ALF
150 AMP SERVICE
-WORST case SCeNARiO - MGHEsr B L.
IL9ID FOR CAICUWTIONS.•
N! UT ft C�CULATIONC�CULATION:
LIGHTING, APLLIANCE, LAUNDRY LOADS: 14�283
3000 vA o 100%, REMAINDER ® 35%
NET LOAD: 6,949
RANGE: 120M ® l0 - 8,400
DRYER: 5000 a 10 a 3500
TOTAL 18,84E
NEUTRAL AMPACITY: 16,489 / 240 = 18 A
02 AL MINIMUM NEUTRAL. CONDUCTOR.
PROVIDE 3 "1 CU, I NO CU GND 2" CONDUIT OR PROVIDE
3 "2/0 AL, 1 F4 AL GNO IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3RENCLOSURE
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
D/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY-
1 •4 CU SERVICE GROUND CONNECTED TO
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
CONCRETE ENCASED FOOTER STEEL PER
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
ELECTRICAL PROVISIONS OF THE FBCR 57H
T'2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
EDITION (2014).
F�/.illl,4X
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
8 FT LONG COPPER CLAD GROUND ROD
COMPANY PRIOR TO BID.
A R C R IT EC T S
6
Design
Grou
LONG WOOD, FL 32750
PH: 407-774-6078
PAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
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"2605—HAYDEN"
GARAGE AWING:
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PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
ARCHRECT-
STATE OF FLORIDA
m
P � D11/03/16
SCALE: 1 /4"=1'— O"
S
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
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20 M EFI6LE POLE
IIOv OUTLET
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MOTES:
LOCATION Of TV JACK5 4 PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE-CONSTRJCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI s ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 FBCR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
a- -
SECOND FLOOR ELECTRICAL PLAN
A R C N I T E C T $
6
Design
Grou I!c.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdmigngroup.com
AA p: 0003325
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"2605-HAYDEN"
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ELECTRICAL
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ARCHITECT
STATE OF F!Ln.ORA��IDA
917 2 +/
I TM 11/03/16
SCALE: 1 /4"=1' — 0"
Skimm
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 57H EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
9, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO 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.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
G£ILING-
O 0
EXTERIOR WALL
PLENUM
T y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
I
REFRIGERANT LINES
AIR HANDLER
!
I V
EXTERIOR WALL
3/4'PVC CONDENSATE DRAIN LINE
EVAP. TRAY
Lfll
PVC SLEEVE TO LINES BELOW SLAB
:�t-
RERIGERANT LINES TO
PLATFORMTURN
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. -- xz",_OR WALL
F-
BRASS PLUG --_- -
I
FITTING OR EXTENSION TO
I
SOIL OR WASTE AS
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
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AA #: 0003325
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STATE OF FLORIDA
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SCALE: 1 /4"=1'— 0"
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroap.com
AA #: 0003325
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CONTROL DATE: 07/01/15
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
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04128,000-19001
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"2605-HAYDEN"
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RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHITECT-
1FLORIDA
I � v
DATj& 11/03/16
8CALE 1/4"=1'-0"
82KEWT
PRE-ENGINEERED
TRUSS
4'-0' MIN.
MTS-12
BOTTOM PLATES
7116. 05.5.
(2) 12d NAILS AT
2X4
EA STUD.
1
PLATE
2X4 DBL. TOP PLATE
i
2X4 STUD 6' OL.
TA6' OSB.
If2' AB. W/ MIN
DM 7 EMBEENT
LOCATE 6'-8' FROM ENDS
AND 32' OC. MAX
TEXTURED FINISH
MTS-12 META-16
32' OL. MAX. 8' CMU WALL
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PRE-ENGINEERED
END 4 (2) 12d NAILS a 12' OL,
TRUSS
MAX IN FIELD.
KNEE WALL DETAIL
1 STICK BUILT WALL DETAIL
N.TS.
2 TO BLOCK
SCALE: Ifl'•I'-m'
SECURE 2.6 MIN. TO BLK W/ (2)Y1
_
CONNECTOR VERY W/�
SPS a EA. STUD TOP N
��
HEADER
ANCHOR BOLT W/ 2' WASHER SET
IN SIMF'BON H*W STRENGTH
EPDXY 4' EMBED.
-- --
2X4 SEC AHED TO
GABLE END
W/l2)12deEA UPRIGHT
FRAMIry FLANPRE-ENG
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CRIPPLE STUDS a w OL.
MAX
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CONNECTOR UP TO �000
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DOUBLE TOP PLATE
A
SECURE 2x TO BLOCK
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--
-- --
_ -'
}9 HEADER SIZE PER
peer
2X4 BECUI�D i0
SIMPSON LSTA-12 a EA JACK
SIMPSON MSTA-24 a EA. JACK
MM EMBED. 14.) ags�
O u
SECURE 2.4 ON
FLAT TO BLK
C•1
GABLE FW . W/(2A2d
6'-S' OL.
SPAN CHART.
STUD, BOTH SIDES OF
OPENING.
2. STUDS a 16' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDCUI/ DOOR
nnx.
2xS STUDS a 16' OC. MAX W/
SHEATHMCx SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
WITHIN S' OF EACH n,
END AND 18' OL. MAX A d
�AC�'
J' OSB. SHEATHING OR -
DOOR/
W/ CUT NAILS.
OPENING 1,
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS- EA
SIDE OF OPENING.
li' C )X PLYWOOD
-
_LTAND
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE 12d NAILS, TWO WITHIN 6'
2x4 BLOCKS
a
Ltl SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
Y1'X8' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'A WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK a CENTER OF
DOOR HEADER-.))J'XB' J-BOLTS
4' EMBEDMENT W/ 2'X2'XYe' WASHER
AND NUT
O•
Cfl
O•
L 9m a
GABLE BLOCKING
TRUSSI
2x4 BLOCKI NG
• EA. RAFTER
L-W EA
RAFTER
H25 EA
2x4 RAFTSER
a 24' OL.
FR 11'-11MG
(TTP)
T TCHART
JACKS (SEE HEADER SPAN
FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE 126 NAILS, TWO WITHIN 6'
FROM EACH END 1 NO MORE
THAN 12'OC. STAGGERED
SP4 OR NS •TOP AND
BOTTOM PLATES a EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
FROM EACH END N NO MOIRE__
THAN 12' O.C. STAGGERED
WINDOW SILL W/CRIPPLES e
V., oz.
LT
A �I6 OLC MAX W) -I
EMBEDMEM AND 2'
DIA WASHER
SIMPSON MSTAM-24 a EA
JACK, SECURED W/(3) Y' X I
3/4' TAPCCN5 TO CMU
W/MM. 2' COVER N 2' APART
2X0 P.T. BOTTOM PLATE
_
-j
1
CMU WALL
-
1
iT+
�—
SHEATHING MUST NOT
T
BREAK I'-4' MIN. FROM 2ND
GARAGE DOOR
(DBUCK ATTACHMENT
SCALE: IR'•1'-m'
4 FRAMED OVERHANG
N.TS. --
TYP. EXTERIOR WINDOW DOOR
�
5 OPENING WD FRAMED (_W/FLOOR
FLR LINE.
TRUSS
WINDOW
2—STORY
OPENING
WALL
FRAME SECTION
A
ARCH WINDOW
6 SCALE: I/2'•I'-m'
SCALE: IR'•I'-m'
---_ __
FASTENER SCHEDULE
NOTE:TYP.EXT.SHEA7HINGATTACHMENT
ROOF DIAPHRAGM
re a�T NAi�s •roc. FOR SHEAR UPLIFT (OSB. TO BE STRUCTURAL
USE 1/I6' OSB. OR I/2' CDX PLY WITH •d RING SHANK
SUPPORTED PANEL EDGES AND -S RING SHANK GUNNAILS
C" NAILS AT 4' OL. AT
AT 6' OC. AT
P �^�*+eDc es GRADE) CONNECTORS FROM STUD TO PLATE ARE
-I___-"--- NOT REQUIRED EXCEPT • OPENINGS
PRE-ENG. TRUSS
/
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE -8 GIN NAILS a 4' OL.
�'--
DBL. 2X TOP PLATE
7/16' O.S.M.
2X BLOCKNG
EXTERIOR SHEATHING
m
TOP OF
-
�7.
USE l/16' OSB. OR Vl' PLY WITH % RING SHMK CAN NAILS AT 6' OL. AT
TOP N BOTTOM
PANEL SIDES AND -8 RING SHAMC GW NAILS 4' OL74�
PANEL AND •8 RING SHANK GUN NAILS AT 6' OL. AT
a
7/I6' OSB.
2X STUDS I6' OC_ MAX
@
1, 1-- 1 -4,
INTER'EDIA7E SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
AN
•B RING SHANK GUN NAILS
a • • 6' OL. M FIELD
V
2X BTML PLATE
3/4' FLOOR DECKING'
NAIL REQUIREMENTS
N
J
I"
' 0 P
PRE- ENGINEERED s
FLOOR TRUSS
SIZE HEAD LENGTH DIA. TENSILE STR
2 3/8' 113 ITmmmm
8d ROUNDOR T
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
,z'�w°
a uI
W '
Z -
7YP. EXT. SHEATHING ATTACHMENT FOR ROOF
rc V SHEATHING (OSB. TO BE STRUCTURAL GRADE)
OP
! BOT?iOM eCONT
META-I6
_4
NOTE: NAILS TO BE M I. BY MEMBER OF INT.
STAPLE, NAIL N TOOL ASSOCIATION
1. mJ13 INCH NOMINAL SHANK DIAMETER
mo
RAFTER TRUSS z
ROOF SHEATHING
•
BLK WALL
Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO OSB.
2X4X4' SECURE TO TRUSS W/ 3-12d
6'-e' OC MAX TYP.
2X4 SECURE TO 2X4 8LK Wl2-12d
SECURE TO BLK W/ META-16
3_ 16 TO 20 RINGS PER INCHa
4. m18m INCH FULL ROUND HEAD DIAMETER
5. 2 HNGN NAIL LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
_ _
rr
T_1_
7"-
j
BUILDING LENGTH
�7
1 T
O
m 3
TYP.
z m 'S 2' DECK SCREWS • 6Of
OC. MAX a EDGES N 12' OL.
Y. MAX IN FIELD. UNTHREADED
a U 'SHANK TO EXTEND BEYOND"
o THICKNESS OF SUB -FLOOR
SHEATHING
EXT. SHEATHING ATTACHMENT F /
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKWN
SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF to* FRCfM SHEET BELOW
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
2'-0" EXTENSION ® OPT SERVICE DR.
%Q1NOT USED
�
FOR SABLE END FRAMINCs
FOR
WALL SHEATHING (os6 To BE
6TRUc7URAL GRADEI
TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
EXT. WALL SHEATHING
9 SCALE: VY•1'-m'
SCALE: I!2'•1'-m'
A R C H I T E C T 3-1
Design
Grou .2.
t41 N. RONALD REAGANBWD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
w .abdealgngroup.mm
AA #: 0003325 A
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stnmxv. de LOT.
SILVERADO
LOT 19
BLK 1
%%o" 00-19001
4EHB
"2605-HAYDEN"
GARAGE awarG:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHffECT-.
STATE OF FLOFI�A
nP TM 11/03/16
SCAL 1/4"=1'-0"
aHawr
D 2
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON I6' O.S.B.
SHEATHING OR j' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
I.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
Ne, THICK, 3 COAT �J
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD —
CONSTRUCT
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'GYPSUM BOARD OR �- HIG
TRENGTH CLG. BOARD
'ONC. FILLED LINTEL BLK W/
U 05 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-vALUES
11NDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
6 16' O.C.
8' CMU
1/2' GYP, WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4'=1'-0'
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER SLOG PAF
GALVD MTL. LATH
1/8' TEXTURED
FINISH o WOOD
la' TO V MID WALL
WEEP SCREED
z�
LJ
-8' CMu
-5/8' TEXTURED
FINISH B MASONRY
WEEP SCREED
DETAIL Cap WOOD TO
2 LIv l n " V 1N 1N .
SGAL E: 11/2' = I' -0'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR R9052.1 ON J'
O.S.B. SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
CONDITION.)
Ira. O.S.B. SHEATHING OR i'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET 05
1/8' THICK, 3 GOAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIP15ER
JUM50TEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8'O.C. MAX
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRA
IS PRESENT
I PRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
m" W/ (2) 12d's B EACH TRUSS
rYP. TO BE INSTALLED s MID.
o.
POINT OF TRUSS SPAN, OR
10'-0' O.G. MAX.
SECURE 2x6 PT. PLATE TO
')
BLK W/ J'x9' ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. 6 32' OC MAX.
s/e THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
m
DIRECTLY TO MASONRY
? °
aL
��
�o
a' cm
YDRYWALL
I'X4' OR I•X2' P.T. NAILER
IH P.T. OR % X4'MIN. SECURE
a
NFRAME 1 EXTEND I
I INTOO BLOCK W/' TAPCONS
OR DRIVE PIN
MIK SHANK SIZE J45,
MIK MEAD SIZE 3000
❑
MIK EMBEDMENT 1-Y'
WITHIN 8' 6 EACH END ( 111'
O.O. MAX SPACING
DOOR CASING
DOOR JAMS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 5141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
/ WINDOW TO BLOCK +3/4 OR +5/4
�nJ
SCALE: P-P-0'
2X4:
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MR SHANK SIZE J45
MIK HEAD 812E 300
MR EMBEDMENT I Y')
WITHIN D'OF EACH END 4
IS' O.C. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/2-3y.❑
TAPCCN9 OR DRI VE PM
MIK 5HANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V)
WITHIN 8' OF EACH END (
18' D.C. MAX SPACING.
8 CMU
2X8: ®
LL
I' DRYWALL
SECURE TO BLOCK W/2-%
TAPCONS OR DRIVE PIN
I'X4'OOR P.T. NAILER
(MIN. SHANK SIZE .145
DOOR CASING
MM. MEAD SIZE S00
DOOR JAMB OR WINDOW
MIN. EMBEDMENT IV)
ATTAC44 TO 2X PER
WITHIN 8' CP EACH END (
18' OO. MAX SPACNG.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUI-S JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +1-1/2"
SCALE: I'. Y-0•
1—STORY GABLE
�A BLOCK WALL
1 t SCALE: 3/4'=I'-O'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK t
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 45 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
B IC6' O.C.
8' GMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES —
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE-
2x4 OR 2x6 SUB -BAND —
PER ELEVATIONS
VENTED ALUM. SOFFIT —
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG,
FOR SIZE 4 CONDITION.) —
I, O.S.B. SHEATHING OR I'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/8' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALv'D
METAL LATH ON FORTIFIBER
JUMBOTEX GRADE '0'
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED.
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ }'x9' ANCHOR BOLT
W/ 2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. a 32' OC MAX.
W THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
/ PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's 0 EACH TRUSS
m, TO BE INSTALLED 6 MID. POINT OF
TYF= TRUSS SPAN, OR I0'-0' O.G. MAX.
aH SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 B 24' D.G. 10 INTERIOR
KNEE WALL
CONC. FILLED LINTEL BLK W/
(1)115 REBAR CONTINUOUS
DIRECTLY TO MASONRY \ w I
�o
1—STORY GABLE
W/ VAULT CLG.
Uj_B_p_� BLOCK WALL
SCALE: 3/4' = I'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIF I CAT IONS
PRECAST SILL
(1)05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
m 16' O.G.
8' CMU
1/2' GYP. WL. BD,
WOOD BASE
NOTE:
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 4869 TYPE IV, OR ASTM D 6157
2X4, ®
2X4: CM
2X4: CM
SECURE TO BLOCK W/ V.,
SECURE TO BLOCK W/ W*'
SECURE TO BLOCK W/Y'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIK SHANK SIZE .145
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .145
MIR HEAD SIZE 300
MIN. HEAD SIZE 300
MIK HEAD SIZE 300
MIK EMBEDMENT I Y')
MIK EMBEDMENT I Y')
MIK EMBEDMENT I Y')
WITHIN 8' OF EACH END 4
WITHIN 8. OF EACH END (
WITHIN 8' OF EACH END 4
10' O.C. MAX SPACING.
Is OC. MAX SPACING.
18' OC. MAX SPACING.
2X6: ®
2X6: ®
2X6: ®
SECURE TO BLOCK W12-9W
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MIST
BE ON CUT51DE 1 SECURED
SECURE TO BLOCK UU'2-%'
TAPCONS OR DRIVE PM
❑
NOTE: 9TRUCNRAL 2X MUST
SECURE TO BLOCK UUI-1/4'
TAPCONS OR DRIVE FNN
❑
(MIN. SWANK SIZE J45
THROUGH NON-STRUCTURAL
(MIK SHANK. SIZE 145
BE CN OUTSIDE ( SECURED
(MR SHANK SIZE 145
MIK HEAD SIZE 300
%' TAPCON MR I-Y'
MIK HEAD SIZE 300
THROUGH NON-STRUCTURAL
MR HEAD 51ZE 300
MIN. EMBEDMENT I Ys')
EMBEDMENT INTO BLOCK
MIK EMBEDMENT I)")
V' TAPCON MIN. I-Y'
MIN. EMBEDMENT 11.')
WITHIN 8' OF EACH END (
8' CMU
WITHIN 5' OF EACH END (
EMBEDMENT INTO BLOCK
WITHIN 8' OP EACH END 1
IS' OO. MAX SPACING.
US' DRYWALL
18' O.C. MAX SPACING.
8, QHU
IS' OC. MAX SPACING.
2X8: ®
I'X4' OR I'X2' P.T. NAILER
2X8: ®
Y' DRYWALL
2XS. CEM
SECURE TO BLOCK W/2-jw
TAPCONS OR DRIVE PIN
N.' 098. X 4• MIK
SECURE TO BLOCK W/2-V
TAPOONS OR DRIVE PIN
1'X4' OR 1'X2' P.T. NAILER
SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
DOOR CASING
(MIN. SHAM, SIZE 145(MIN.
DOOR CASING
SHAW, SIZE J45
MR HEAD SIZE 300
DOOR JAI"B OR WINDOW
MIN. MEAD SIZE 300
DOOR JAMB OR WINDOW
MR HEAD SIZE 300
MIN. EMBEDMENT I EN
ATTACH TO 2X PER
MIK EMBEDMENT Ys'1
ATTACH TO 2X PER
MM. EMBEDMENT I Y.')
WItHIN 8' OF EACH END 4
B' O.C. MAX SPACING.
MANUFACTURES DETAILS.
WITHIN 8. OF EACH END (
10' OC. MAX SPACING,
MANFAClU1RE9 DETAILS.
WITHIN 8' CF EACH END
IB' OC. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
C SCALE: 1'• 1'-0'
2X4: cm
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MIK SHAK SIZE J48
MR HEAD SIZE 300
MIN. EMBEDMENT I Y.')
WITHIN VCF EACH END (
B' OC. MAX SPACING.
2x6: CEO
SECURE TO BLOCK W,2-%
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE ( SECURED
(MIK SHANK SIZE 145
THROUGHI NON-STRUCTURAL
MK HEAD SIZE 300
%' TAPCCN MIK I-Y'
MIN. EMBEDMENT I Y,')
EMBEDMENT INTO BLOCK
WITHIN 8. OF EACH END
W OC. MAX SPACING.
Y' DRYWALL
2X8: ®
1'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-i`'
TAPCONS OR DRIVE PIN
1• P.T. X 4' MIN.
18' O.C. MAX
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOW, SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE:
NOTE: SHIM AS NEEDED TO PLU'NS JAMB (DO NOT EXCEED Y•)
DOOR JAMB TO BLOCK +3"
p WINDOW TO BLOCK +3"
L SCALE: I'•I'-0'
2X4: CM
SECURE TO BLOCK W/•
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MR HEAD SIZE 300
MR EMBEDMENT I Y•)
WITHIN 8' OF EACH END 4
B' OC. MAX SPACIG.
NOTE, OTRJCTURAL 2X MUST
BE ON OUTSIDE 1 BECURED
THROUGH NCN-STRUCTURAL
2x6, ®
V TAPCON MM. 14.
SECURE TO
SECURE TOTAPCOBLOCK W(J;4%'
EMBEDMENT INTO BLOCK.
DR VE PM
MIN. SHANK SIZE 145
❑
8' CMU
MM. HEAD 912E 300
Y' DRYWALL
MIN. EMBEDMENT 149
WITHIN 8' OF EACH END (
I'X4' OR I'X2' P.T. NAILER
18' O:C. MAX SPACING.
2ND 2X SECURE TO
2X8, ®
STRUCTURAI. MEMBER W/(2A2d
SECURE TO BLOCK W/2-S('
WITHIN 8' OF EACH END 4 6'
TAPCCNS OR DRIVE PIN
10
TO 8. or_ MAX
(MIN. SHAK SIZE J45
DOOR CASING
IL H MEAD SIZE 300
DOOR JAMS OR URDOW
MIN. EMBEDMENT 111
ATTACH TO _ PER
WITHIN 8n OF EACH END 1
MAUU°ACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE, I'•1'4
NOTE: STRUCTURAL 2X MJST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
V TAPCON MIK I-Y'
EMBEDMENT INTO BLOCK
e' CMU
Y' DRYWALL
PX4' OR 1'X2' P.T. NAILER
X* 05B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM A5 NEEDED TO PLUME, JAM® (DO NOT EXCEED Y•')
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
uSCALE:
2X4:
SECURE TO BLOCK Wbs'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIK HEAD SIZE 300
MIN. EMBEDMENT I )!)
WITHIN 8' OF EACH END 4
IS' OC. MAX SPACING.
2X6:
SEOJRE TO 151 O M 114'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIK SHANK SIZE J45
I E ON CUT81DE 1 SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MR EMBEDMENT I Y4')
�' TAPCON MIK I-Y'
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
IS' O.C. MAX SPACING.
8, GMNI
2X8: ®
Y' DRYWALL
SECURE TO BLOCK UU/1-I/4
TAPCONS OR DRIVE PIN
I'X4. OR I'JO' P.T. NAILER
(MIN. SHANK SIZE J45
I' P.T. X 4' MIK
MIK HEAD SIZE 9
DOOR CASING
MR EMBEDMENT I Y..)
WITHIN 8' OF EACH END (
DOOR JAMS OR WINDOW
10' OC. MAX SPACING.
ATTACH TO 2X 11
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 3/4"
SCALE:
A R C N I T E C T i
6
Design
Grou Inc.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abd'esigngroup.com
AA #: 0003325
w
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�
2
w
>luBDIV de LOT.
SILVERADO
LOT 19
BLK 1
Pmn=T*
04128.000-19001
moiieiii
4EHB
"2605-HAYDEN"
GARAGE BIFMG:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT:
STATE Cr- FLOFMA
DP 11/03/16
SCAB: 1/4"=1'-0"
SHEET
�3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 6' O.S.B.
SHEATHING OR %' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
6 OBB, SHEATHING OR I'
COX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
116' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. ® TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT,
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED _
(SEE DETAIL 2/D31
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR_ FRAME
SCALE: 3/4'=1'-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR J'
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS m 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
i' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(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/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
e 16' O.C.
8' CMU
1/2, GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 6' O.S.B.
SHEATHING OR �' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS ® 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d'5 S' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 0 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
ib O.S.B. SHEATHING OR J' COX
PLYWOOD, ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALv'D METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. g 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 GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME 1
SCALE: 3/4'=I'-0' a `�
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's a EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
1' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 15 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
@ 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON 16' O.S.B.
SHEATHING OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL, DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
10000 UPLIFT -
CONNECTOR
2x8 SYP •2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP n
WOOD STUDS
AT 12' O.C. MAX
2x8 P.T. SYP 02
SOLE PLATE
"5 REBAR A 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES z w
rQ Z�
ro�
WALL Z .
SECTION
WOOD
FRAME TO
1 B LOCK WALL
SEE ENERGY CODE FOI-d'1S
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR #'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 a EA.
2x8 STUD
}' DRY WALL
DIA ANCHOR BOLT
AT I(o' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
o EA, 2XS
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1)'5
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
SILL
- Ix2 P.T. FURRING STRIPS
16' O.G.
- 8' CMU
-1/2' GYP. WL. BD.
-(1) 04 CONTINUOUS REBAR
- WOOD BASE
-04 REBAR 40' LONG
W/6' HOOK m 24' O.C.,
MIN. 24' IN SLAB
2'-0" (MIN.
IN SLAG)
"
°
4' CONC., REINF. W/ 6'x6'
WIAXWI.40 WWM ON 6-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 REBAR ON CHAIRS
-,-20 -
2x STUDS 6 16' O.G. MAX W/
i6 O.S.B. SHEATHING OR }' COX
2x STUDS a 16' O.C. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4' T 4 G SUBFLOOR GLUED
1/5' THICK, 3 COAT PORTLAND
J' T a G SUBFLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
AND SCREWED AS PER
CEMENT PLASTER OVER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D226 TYPE
FASTENER SCHEDULE
EXPANDED GALv'D METAL LATH
FASTENER SCHEDULE
II, ASTM D 4869 TYPE Iv, OR ASTM D 6151
ON FORTIF15ER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
3/4' T 4 G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT. e TOP AND BT. OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
FLR, BT. 2x4 IS FOR WALL
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T. a
CMU) W/ (3) 12d NAILS s EACHcl
��
SIMPSON HETA-16 EMBED.
SHEATHING NAILER)
' GYPSUM BOARD OR
TRU55
STRAP o 32' O.G. MAX VERIFY
WEEP SCREED
(SEE DETAIL 2/D3)
HIGH STRENGTH CLG.
PRE-ENG FLOOR TRUSS
W/ TRUSS PLAN
EM5ED.VERIFY
BOARD
(INSTALL PER MFG. SPECS.)
' GYPSUM BOARD OR
PLAN
GONG. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
s/e' THICK, 3 COAT PORTLAND
(1) 05 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(1) 05 REBAR CONTINUOUS
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
RIBBON
2 PERPENDICULAR PRE-ENG FLOOR TRUSS
ING DETAIL
4USIE--W
3/4'=I'-0'
-SCALE: 0
A R CN I T E C T 8
6
Deign
Grous.2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesigngfoup.com
AA #: 0003325
F
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8iIEWIV. & LOT.
SILVERADO
LOT 19
BLK 1
PROJECT#
04128.000-19001
MODEL
4EHB
"2605-HAYDEN"
GARAGE 01117MO:
RIGHT
PAGE:
MONOLITHIC
2- STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCFfMCT:
STATE OF FLOPoDA
DAR M 11/03,
SCALE: 1 /4"= l'- 0"
8*1mwr
ID 4
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
INSTALLED PER FBCR
RS052.1 ON a' O.S.B.
SHEATHING OR 1' 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
16 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
FORTIF15ER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. ® TOP AND
BT, OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED _
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2- STORY
FIRST FLOOR
BLOCK SECOND
UFLOOR FRAME
SCALE: 3/4'=1'-0'
EE ENERGY CODE FORMS
OR INSULATION R-VALUES
GYPSUM BOARD OR
IGH STRENGTH CLG.
SOARD
WIST STRAP VERIFY W/
RUSS PLAN
IINDOW ATTACHMENT AS
'ER MANUFACTURES
PECIF ICAT IONS
UINDOW SILL
?x STUDS ® IV O.C. MAX W/
NSUL., SEE ENERGY CODE
=0R'1S FOR INSULATION
R- VALUES
" T 4 G 6UBFLOOR GLUED
4ND SCREWED AS PER
'ASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.,
9' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
=OR 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
m I(o' O.C.
8' CMU
1/2, GYP. WL. BD.
WOOD BASE
OVER "30 FELT PAPER
INSTALLED PER FBCR
R-3052.1 ON a' O.S.B.
SHEATHING OR J' GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
5TIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
8'x6' THRU-BOLTS ,w 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 126's 8' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 m 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
0.5.5. SHEATHING OR }' GDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/S' 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 1'-4' MIN. FROM 2ND FLR
L INE
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 J
%' THICK, 3 COAT -
PORTLAND CEMENT
PLASTER APPLIED 1
DIRECTLY TO MASONRY
2-STORY GABLE j
FIRST FLOOR
BLOCK SECOND �9
1 FLOOR FRAME
SCALE: 3/4'=1'-O' a
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's 9 EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS s 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG, SPECS.)
j' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK W/
(1) "5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC, POURED CELL
Ix2 P.T. FURRING STRIPS
a 16, O.C.
V CMU
1/2, GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
FnO52.1 ON �,' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,000" UPLIFT -
CONNECTOR
2x8 SYP 12 -
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP "2
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
S REBAR a 16'
O.G. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES
WALL
SECTION -
WOOD
FRAME TO F
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
BOARD
SIMPSON
6112 s EA.
2X8 STUD
%' DRY WALL
}' DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
a 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 1`1.7. FURRING STRIPS
8' CMU
1/2, GYP. WL. BD.
(U 04 CONTINUOUS REBAR
WOOD BASE
n "4 REBAR 48' LONG
W/6' HOOK s 24' O.C.,
MIN. 24' IN SLAB
2'-0" (MIN.
I ee 9 a
4' CONC., REINF. W/ 6'x6'
WIAXWIAO WLUM ON 6-MIL POLY
- ETHYLENE VAPOR BARRIER ON
- WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
2'-0' (3) 05 REBAR ON CHAIRS
A R c x I T E c T 3
GrZmin
O Inc.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 J
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SLynniv. Ae LOT:
SILVERADO
LOT 19
BLK 1
PIOJECT#
04128.000-19001
MonEIL&
4EHB
"2605-HAYDEN"
GARAGE SWMG:
RIGHT
PAGE:
MONOLITHIC
2-STORY
1- HR WALL
SECTIONS & NOTES
Q150 MPH EXP. B
ARCHITECT:
STATE CF FLORIDA
DATZ: 11/03/16
SCAIM 1/4"=l'-0"
S*:EEET /��
`�. 1
PRECAST WADER(MIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PM (TIN SHANK SIZE145
MIN HEAD SIZE 300
MIN EMBEDMENT I V49
8' FROM EACH END AND IS-i
OZ. MAX MIN 1-1/4' EMBEDFEMN
kK
2 X 6 (MIN 2 X 3) 2-3A6 TAPCONOR
DRIVE PM (MIN 9FUYNIK SIZE.145
MIN HEAD SIZEMIN
LHBEDI'ENT 1 1/4'$'FROM
EACH END Alm 15
OL. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 MIN 2 X 3) 2.3/16 TAPCON
OR DRIVE PIN (MIN SHANK 91ZE.145
MIN HEAP SIZE 300
SOLID BLOCKING
MINE" 11/4')
/2.a
SEOIRE TO SHEATHING W/
8' FROM EACH END AND 18'
MIN. 2-I2d PER BLK EA. END
01 MAX. MIN 1-1/4' EMBEDMENT
lAb' 08B e+-EATHNG
CMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: 1/2'•1'-0'
DBL. TOP PLATE
2X4 16' OL. MAX
SECURE 2X4 TO
D W0_12d • 6'-B'
W/
EMBEDMENT V UJAN
S' EA. END NOT TO
,q�CHIUAY
EXCEED Is, O.C.
MAX
2X4 SOLID
/r
BT, PLATE
BLOCKING SECURE
1/2' PLYWOOD
TOSHEATHNG WITH
OR lAb' O3B.
MIN.242d PER ELK
EA ENS)
EXTERIOR ARCHWAY
U SCALE: I!1'•I'-0'
Q OSB. OR 1' PLYWOOD SHEATHING
O7. W BLDG. FELT
Q3 24' WIDE 26 GA GALVANIZED METAL
FLASHING
O MUST ADD DISTO. 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
O5 FIBERGLASS SHINGLES
TRUSS
SIMPSC
1/2' CLG. BOARD 4 TENT.
SF
SIMPSON 0P4 2X4 DBL. TOP PLATE
EVERT
• EVERY 1/2' DRYWALL
OTHER
OTHER STUD 2X4 WOOD STUDS -16' Or-,
STUD
UNO. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
91MPSON SP4 s
MAX
IR'X9' AB. 32OL.
l'EMBEDMENT
CONC. SLAB
2 5'e CONT.
1-STORY
INT. BEARING WALL
6 SCALE: 1/2'd'-090ALE: 1/2'•I'-0'
NOTE, FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY. DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 IS' Or- MAN
SECURE 2X4 W/ 2-%'
TAPCONB OR DRIVE PM
(MIK SHAM- SIZE .145 MIN
HEAD SIZE 300 MIN.
EMBEDMENTI )Y' W/IN 8'
EA. END NOT TO EXCEED
10' 01 MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
EXTERIOR ARCHWAY
WITH WINDOW
SCALE: I/2'•I'-0'
PRECAST HEADEMMIN)
2 X 4 (MIN 2 X 3) 1-3A6 TAPCON
OR DRIVE PIN (MN SHANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND IS-
or.MAX. MN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON
OR DRIVE PIN MIN SHAH- SWZEJ45
4,
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4'1
8' FROM EACH END AND 18'
O.C. MAX. MIN I-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD S1ZE 300
1/I6' 080 SHEATHNG
MIN EMBEDMENT 11/4')
ZX4 I6' OL. MAX
8' FROM EACH END AND B-
(WHEN OVER W6' IN HEIGHT.)
OZ. MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-I2d PER BLK EA END
5 CLOSED VALLEY FLASHING DETAIL
KTB.
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS - 16' OC. MAX,
UON.
t T N G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
ZND FLOOR STUDS
SIMP° V MSTA-36 s 32'
OL. MAX
`APR£-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINCUS STRESS
BLOCKING MID WALL
2.4 STUDS - IS- O.C. MAX,
UON.
112• GYP. WL. BD.
SECURE BY. PLATE TO SLAB
W/ }'.5' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY T
EMBED. MIN.
SIMPSON SP4 • 32' O.C. MAX
i1 INT. 2-STORY L B. W.
SCALE: I/2'.I•_0•
ARCHWAY DETAIL
AND UP
SCALE: 1/3'•I'-0'
PRE-ENG TRUSSES OR
CONY. FRAMED RAFTERS
01 SHEATHING OR }•
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3) 12d'e EACH END
2x DOUBLE TOP PLATE
STUDS • 16, O.C.
MTS-12 • EVER STUD
2- BT. PLATE
DORMER
8 ATTACHMENT
SCALE+ I!1'.I•_0•
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12dS b'-B' 01 MAX.
l/8' TEXTURED FINISH
1/16, 098 SHEATHRii
2 X 4 IS' O C MAX
(WHEN OVER 16' IN HIEGHTJ
2 X 4 (WHEN OVER 16- IN HIEGHTJ
I/4' TEMPERED MASONITE
GLUE 1 NAIL W/8d'S 8'-12' Or -
IF NEEDED.
2 X SOLID BLK'G • ARCH
SECURE W/2-12d EACH END
—MTL UDW FRAME
NOTE: NO GAP a WOW FRAME
TO EXCEED 1/4'
AIL
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHAW 81ZEJ45
MIN HEAD SIZE 300
MM EMBEDMENT 1 1/4')
8' FROM EACH END AND IB•
EXISTING BLK ABV.
OZ.MAX. MINI I-1/4' EMBEDMENT
1/4' TEXTURED FNI5H
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
lA3' TEXTURED FINISH
OR DRIVE PIN MIN SHANK 9RE.145
MIN HEAD SIZE 300
lAb' 08B SHEATHING
MIN EMBEDMENT 11/4')
S' FROM EACH END AND IS'
2 X 4 16' OZ. MAX.
O.C. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIGHT.)
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-5/16 TAPOON
IS' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD 911E 300
MIN EMBEDMENT 11/4')
2 X SOLID BLK'G a ARCH
SECURE W/2-I2d EACH END
8' FROM EACH END AND 18'
ATTAOHFENT PER
O.C. MAX. MIN 1-1/4' EMBEDMENT
MANPACTURER'S SPEC'$.
MTL UDW FRAME
1/4' TEMPERED MASONITE
'NOTE: NO GAP • UDW FRAME
GLUE H NAIL W/8d'8 8'-12' OL.
TO EXCEED 114'
F NEEDED.
ARCHWAY DETAIL
CUTAWAY
�LJ SCALE: IR'.I'-O'
ASPHALT SHINGLES OVER
50 FELT ON l/Ib' 01
GAME
PRE-ENG TRUSS
SPF STIFF-BACK
(SEE 5EALD ENG. PACK FOR
SIZE 1 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRI5SES
WHERE 'X' BRACING IS PRESENT
CONT. 1,4 SPF RAT RUN '
SECURED W/ (2) Qd'e EACH
TRUSS
(2) 2x4 e2 S.YP. DIAGONAL BRACE W/ (3)
12d'e EACHH TR196 (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
9' GYF'8UM BOARD OR }'
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (1) X-BRACE
30'-1• TO 60'-0' (3) X-BRACE (I) X-GRACE • CENTER AND (2)
BRACE DIVIDED ECUALY FROM CENTER TO END
nGABLE X- RACING
SCALE: 1/2'•I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) I2d NAILS OR
MIN. (4) IOd GW NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN (4) 10d GUN NAILS
2. RAFTERS
U/8 NAILER SECURE TO TRUSSES
BELOW UV
(2) 12d NAILS OR
(3) IOd GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
�1 CONV. FRAMED ROOF
SCALE: V2'•I'-O'
0'-0' TO 301 (1)'X' GRACE
30'-I' TO 60'-V' (3PX' BRACE
(I 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED ECUALY FROM CENTER TO END1
FIBERGLASS SHINGLES OVER
e30 FELT ON T/I6' OBB.
(2) 2x4 7 SYP DIAGONAIL BRACE
W/ 3-I2d • EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING UA4ERE 'X' BRACING
19 PRESENT
(2) IOd NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 1 CONNECTION)
1/I6' OSB SHEATHING
USE Sd NAILS AT
4' oc. EDGE A 6' oc. FIELD
OR 9RlPSON mSI4 • 322'OO.C.
SHEATHING NAILING TO BE �
6'-8' OC. IN FIELD
4. OC!ALL EDGES W/8d NAILS
TRUSS 24' o
1/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2)12.1 s EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL. TOP PLATE
2X4 STUD 16' D.C. MAX.
n2-STORY GABLE END CROSS BRACING
SCALE: R'.I'-0-
FINISH -a LANDING
3/4' PLYWOOD FF.
LANDING DETAIL
FINISH o LANDING-
3/4' PLYWOOD FF.
• II15 UPLIFT
511- 9 HT9FQ0
WA0 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2)SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 IOd TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE-ENG TRUSS
BOND BEAM
\v
TAP CONS
MIK 2' COVER
2' APART
ggRUS5 ANCHOR RETROFIT
N.T.
12 _7
I
i
101
i
� 3�' MIN. FINIS
3/4' PLYWOOD WITH
4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4'
PLYWOOD INTO
EACH STRINGER
LESS THAN 4' TYP.
3-2xl2 SYP STRINGER I DBL 2XI2
REINFORCED W/2X4 SPFOR JOIST
W/CONT. BEAD OF
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR m
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)'8 3' SCREWS 6 EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
3/ICo' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/6' MAX. VARIATION IN ANT RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' H-1/4' OR PROVIDE EQUIVALENT
GRASPABIL ITY
WINDERS- MIN. 6' WIDE IS NARROW END
MIN. II' WIDTH o 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
2XI2 TREAD
I_
1 11 -1
CUT TO FIT
IX6 RISER
10,
z
HAND RAIL
uW
L
u"
i
1/2' DRYWALL
IXIO TRIM
I' NOSING: TYP.
(3) 10d CUT NAILS
,9 2X4 P.T.
SLEEPER INTO
m
Q
SLAB
C3 STAIR SECTION DETAILS
SCALE: 3/4'=P-0'
A C Y IT E E T■
Design
Group"IN..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774.6078
FAX: 407-7744078
www.a bd eal gngmu p.com
AA Y: 0003326
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StrBDIV. AC LOT:
SILVERADO
LOT 19
BLK 1
PROJECT/1
04128.000-19001
MODEL&
4EHB
"2605-HAYDEN"
GARAGE BTM90:
RIGHT
PAGE.
MISC.
DETAILS
150 MPH EXP, B
ARCHITECT:
STATE OF FLORDA
DP � 11/03/16
SCALE 1/4"=1'-0"
B
F
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 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-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
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 4103-118
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-1
A R C N IT E C T!\
Design
Grou :...
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX 407-774-4078
www.abde Jgngroap.wm
AA #: 0003326 A
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SILVERADO
LO T 19
BLK 1
PROJECT*
4128.000-19001
><oaErt
4EHB
"2605-HAYDEN"
GARAGE BVMG:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP B
aP 11/03/16
BCALE 1/4"=1'—O"
8I3EET
D 6
IMFOR'1ED CONTROL JOINT-
_ANGE OF CONTROL JOINTS TCJ
= WIRED TIED TO LATH • 9'
C. MAX (VERT.). NOTE;, DO
]T FASTEN CONTROL JOINT TO
ALL EVEN IF STUD EXISTS
:YONID EXCEPT STAPLES W/
LEG MAY BE USED TO TEMP.
iCURE CONTROL JOINT
JRING INSTALLATION
LSTENERS TO BE SPACED���---JJJ
T' O.C. MAX VERTICALLY /
I /
r THICK 3 COAT CEMENT
/ ' \ PLASTER
WRB LAYER-2, FORTIFIBER
/ BUILDING PAPER
APPROVED METAL LATH
FASTENED aT' (VERT.) O.C. MAX
AT SUPPORTS
WIRE, LAYER 01,
STUCCO WRAP
WOOD SHEATHING
y Ta "
GAP n
1TH SHALL NOT
i CONTINUOUS 6' ro e•
IROUC. H CONTROL \ — —__—
)INTS BUT SHALL
STOPPED AND
ED AT EACH SIDE, PROVIDE 2X4 BLOCKING
iR ASTM C1063 PLACED FLAT MAX 6' TO S'
0.1.4 FRC1-I CONTROL JOINT WHEN
7�. \ CONT�L JOINT FALLS ON
=ASTENERS FOR LATH TO BE NAILS OORR -�. / / STRUCTURAL STUD
'APLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES TO BE (NO. 19) 0ID415' WIRE /
BLOCKING SHOWN MAY BE IN ADDITIT \
3 WALL STUDS R
E
Q
UI
R
E
D
PER PLAN
Y'M" TYPE CONTROL JOINT
OL FOLD eig41®• PT. A
®FOLD
I
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2. CIffABE . R.B
G
FOLD
OI. FOLD lgYYm • O L FCLD W'LLVI!♦ . PT. A
:. QWEA6E . Pt. B
i. aWEAaE . R.0
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3. LREABE . Pr. C
B FOLD PT.O OVfle rI.
B TILL A. C TaKACB
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I�
ra
® ®FaLD
• T BOTfCM
FLANGE WNIER TIGHT
SEAL. FOLD. QL.
"Qj art.
i nsTT,[-'-eye
�U 1 T-
a+:rr.
SIVPGLE IWOLFIHCa—A
DRIP EDGE. d.ER.AP 9'. !
EXIBO 4-, ONANIO
In' BELOW
FASA KALLY
FASTEN 4• oc rvx.
f THICK, 3 COAT CEMENT
PLASTER
URB LAYER -2, FOWFIBER
BUILDING PAPER
URB LAYER q, STUCCO WRAP
LAP LAYERH CF IWl11LDIWG WRAP
OvER NAILING RANGE, BTOP
uta6 Ate. 11p ABON.£
aNWWCiEe
— t�11yLL�ElLL�Eo
a,0 WWLL FLA9HWYa
�W4Qo
r
D t ETA LIL RAENWJG IGEE
DlTAIL)
NOOSE,
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' a VERTICAL LAPS (ROLL
ENDS) 1 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO SE TAPED
WITH FORTIBER SI-EATHING TAPE
`/ / ILL LAP . nETAL LATH \ \
X X X x—` ,
LATH VERTICAL LAP TO BE V
—` METAL LATH
I LLRB LATER '1,
STUCCO WRAP
. nw PAPER LA_P sELcw oHLr /
UlRB LAYER 4i FORTFIBER
\ BUILDING PAFE =
�JII
I / '
2 APER LAP
SCALE: I
® KICKOUT
DETAIL
BQM MTA KKIK
RAbING AT BOTTOM OF RKF r
,WALL nflEleaECtIOTM
I
WATER — BEN. (!QO OR
SOLDER DD NOi an
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SMALL BE TIED
BETWEEN SUPPORTS
WITH 0ID415-IK (131-HMI
WIRE AT INTERVALS NOT
MORE THAN 9' (229-MM).
AS PER ASTM CI063
I.S.I.
FOR REPAIR OF TEARS
IN WFS LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER S MAW. SPEC. OR
PEEL 4 STICK
J• THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRIS LAYER -2, FORTFIBER
BUILDING PAPER
WRB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
WOOD 9TUOSL "
SHEATHING
BUILDING
PAPER
npH.
STUCCO
R' LAP .LATN
3' LAP .PAPER
HORIZONTAL LATH
& PAPER
DETAIL
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WRB < TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
O"L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE LL
PLASHING (COMPATIBLE W/ HOU9E7\
WRAP MATERIAL) APPROVED
\
APPROVED HOUSE WRAP.
' OR LESS PIPE
IPENETR.ATION
CUT AND OVERLAP ONE SIDE OF /
SELF -ADHERING MEMBRANE
FLASHING
STEP 01
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS —
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
6.
6'x6' SELF -ADHERING MEMBRANE
I FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF-ADHERPKs MEMBRANE
FLASHING OVER APPROVED
\Y HOUSE WRAP.
STEP 02 FLASHING cM s rch-W
UIRB LAYER 4,
- STUCCO WRAP
11R5 LAYER 4, FORTFIBER
_—______ BIIILDINfsA�APER
M6''.6A'' LLSELF--ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FL��I= EXTEND
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EMEND ONTO PIPE
V COAT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHUNIG
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER FBC R709.SA1
EAWada lathing and Dladwm
Exterior use of p,,m,ml cement Plaator
shall =mply wUh IN applicalim
requirements of ASTM C 926-I IA.
Installation of exterior lath" and frarrhiIl
shall comply with ASTM C 1063I
PIPE FEN
N.T.S.
=TF, ATION DETAL
Not
OF
DRAINAG-;E PLANE (CURB
LAYER #I, STUCCO WR,4P)
WR5 LAYER #2 (FORTIFIBER - - - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO _____.
1000D SHEATHING
SELF-ADHESIVE FLASHING NOTE:
METAL LATH: LATH TO BE PER FBC
R703.0.1 / ASTM C-04-1-12, MIN. 2.5 LBS.
PER SQ_ YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R C R IT E C T 3
Design
GrouMInD.
i LONGWOOD, FL 32750 L.
PH: 407-774-6078
FAX: 407-774-4078
w .abdeslgngrouP.com
AA #: 0003325
E;
W
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SVSDIV. hlfe LOT:
SILVERADO
LOT 19
BLK 1
PROJECT#
04128.000-19001
MODEis
4EHB
"2605-HAYDEN"
GARAGE STING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHTECT.
STATE OP PLOPoDA
DP � 11/03/16
SCALE: 1 /4"= I'- O"
SHE�ET/T
(n
G V AI
BACKER ROD
BACKER ROD
WRB LAYER -1,
STUCCO WRAP
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) 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 91DES,)4'CAULKING ® JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathing and plastering
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
HOODED VENT
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
6 A DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
WRB LAYER L, FORTRBER
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
B- CMU VINYL CASING BEAD
.� 6' RAISED BAND
'TO %' MID -WALL
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 (WRB
LAYER *I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH X—X—x—x
STUCCO 1:7_- ° -I
WOOD SHEATHING 11T17ZlZII�
SELF-ADHESIVE FLASHING — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-541-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEGIFIGATIONS)
ELEC. METEi
VERIFY LO
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF, DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT s
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
1
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
F_
�1VENT PENETRATION
SCALE: N.T.S.
HRH Iv I�c.,clvc
STUCCO SCRATCH COAT
3 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
ELE
C. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD 5HEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
Ye' TO %' MID -WALL
WEEP SCREED
�-6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
-('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
B WRLAYER 01,
STUCCO WRAP
WOOD SHEATHISHEATHING
APPROVED
HOU5EWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDGE
APPLY E-Z
OVER (.0 MI
GRADE 'D'
FELT-PROvI
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRB LAYER 01
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD Va' TEXTURED
CONSTRUCTION ��FMISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER T' O.C. MAX
a' CMU
V TO V HID -WALL
WEEP SCREED
N �Q
EJ
• 6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH s MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
5TEF #1
STEP #3
e°
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO 7
SELF -ADHERING - R
MEMBRANE FLASHING \
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
�N
5TEF *2
romm
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER •I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
STEF #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEF #5 5TEF �
OELECTRICAL RECEPTACLE
It R C N I T E C T E
6
DesI n
Grou Ino.
a LOXNWZ,FL32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA M. OOM25
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A
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SILVERADO
LOT 19
BLK 1
PROJECT#
04128.000-19001
MODMIA
4EHB
"2605—HAYDEN"
GARAGE 8WING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EV. B
ARCHITECT:
STATE CF FLORIDA
P � D11/03/in
8CAL h 1/4"=1'-0"
sz' T�n'rT
dV A2
WOOD SHEATHING
WlRIB LAYER •I,
STUCCO WRAP
WOOD
WR8 LAYER 2, FORTIRBER
CONSTRUCTION
BUILDING PAPER
%* HAT CHANNEL
J' THICK, 3 COAT CEMENT
W/%' TYPE 'X' DRYWALL
PLASTER
6' SAF. • TOP OF WEEP SCREED
-
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WOOD SHEATHING
WEEP SCREED
URB LAYER -1,
STUCCO WRAP
-
�' THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-T80 CUSTOM
_ GG
CASING BEAD 6'
�
FLASHING UIRAPPED
SWING WRAPPED
• TOP WEEP SCREED
i
'
i
TO SHEATHING BELOW
WRB LAYER'),
{
;X' STUCCO WRAP
{
WRB LAYER 2, FORTIFIE
BUILDING PAPER
i
6' SELF-ADHEREING
WlRI5 LAYER'),
FLASHING WRAPPED
STUCCO WRAP
,v
® CORNER OF CANTILEVER
4' POSITIVE DRAIN
AMICO AM66-WFWC-T80
I WEEP SCREED
CUSTOM CASING BEAD
_
NO GAP IN FIELD —/
(SHCYIIN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
10A BEAD DTL. Ca?? CANT.
SCALE: 1 1/2' • l'- V
NOTE:
METAL LATH: LATH TO BE PER FFBC
R103.6.1 / ASTM C-84-1-12, MIN. 2.S LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
3/4 RESILIENT
HAT CHANNEL
5/6' TYPE 'X' DRYWALL
W/TEXTURED PAINTED /
FINISH
J' THICK, 3 COAT CEMENT.
PLASTER
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 2
a' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
VINYL CORNER BEAD 4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOU.N FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR DRIP EDGE
11D INSTALLATION
5/0' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER 2
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADERiBEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE
BARRIER')
WEATHER RESISTIVE
BARRIER 2
THICK, 3 COAT GEMEN�
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
L NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
I' THICK, 3 COAT C
@PAANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WRB
LATER #I, STUCCO WRAP)
WRS LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
WOOD SHEATHING
3' X 3' 26 GA. GALV.
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL STICK)
�—�
SET IN FULL BED OF
6' PEEL 4
SEALANT, h MIN.
STICK ® DRIP
SPACE FROM DRIP
EDGE TO i
FACE TO TREX
DECK
\
YA' GAP FOR BACKER
I VxI %, P.T. OR SIMULATED
ROD 1 SEALANT
WOOD (TREX) FILLER
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING let
'( WEATHER RESISTIVE
LAYER (2 LAYER PEEL \
j' BARRIER')
STICK) WRAPPED FROM
—
" WEATHER RESISTIVE
BALCONY DECK TO
1 BARRIER 2
CANTILEVER
,\
6' PEEL 4 STICK a
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
SUB FLOOR \
®®
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
--- ----- ------- — •'_ -
;SET IN FULL BED OF
I )f XI -'♦' PT. OR SIMULATED
; SEALANT, 15' MIN.
WOOD (TREX) FILLER,
'SPACE FROM DRIP
CONTINUOUS
i FACE TO TREX
Ya GAP FOR BACKER
l
VINYL CASING BEAD
ROD 1 SEALANT
I
WATER PROOFING let
FINISH LAYER (2 LAYER
��
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
-
�''
CANTILEVER
VINYL CASING BEAD
9' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/S' TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED 4 PAINTED
FINISH
I'•
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
THICK, 3 COAT CEMENT
BARRIER 2
PLASTER
VINYL CORNER BEAD
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOLLN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
11 A x—x—x—X EDGE INSTALLATION
F-ADHESIVE FLASHING — —
COLUMN SHEATHING
_WEATHER RESISTIVE
BARRIER 'I
UEAT,HER RESISTIVE
BARRIER "2
W SAF. \�
'
PEEL 4 STICK
I N7 x3' V FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I )i' X 3' 26 GA. GALV.
METAL DRIP EDGE
Y♦' GAP FOR BACKER
SET IN FULL BED OF
ROD 4 SEALANT
5EALANT,Yt' MN.
SPACE FROM DRIP
FACET ) TREX
WEATHER RESISTIVE
VINYL CASING BEAD
=
j
BARRIER "1
jI
WEATHER RESISTIVE
WATER PROOFING let
BARRIER 2
LAYER (2 LAYER PER
EXTERIOR COLUMN
4 STICK)
.a.a..n. I
COLUMN SHEATHING
WOOD SHEATHING
++, PEEL t STICK
6' SAF.
I Vx3' V FLASHING
BB
/
+'FULLY EMBEDDED IN
'— _
�
ROOF CEMENT
I h' X 3' 26 GA. GALV.
.-----......... -.---..
--
METAL DRIP EDGE
111—
I )$'XI )S' P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX)FILLER,
SEALANT, )i' MIN.
CONTINUOUS
SPACE FROM DRIP
'FACE
Y♦' GAP FOR SEALANT
- VINYL CASING BEAD
OPT. BACKER ROD.
WATER PROOFING lot
MODIFIED 80
LAYER (2 LAYER PEEL 7
3/4 RESILIENT
STICK) WRAPPED FROM
BALCONY DECK TO
HAT CHANNEL
VINYL CASING BEAD
CANTILEVER
J' THICK, 3 COAT CEMENT
ft
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
I NO A FI G P N ELD
VINYL CORNER BEAD
(SHOLLN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1-HOUR BALCONY
DRIP
11C EDGE INSTALLATION (9) COLUMN
(W/"L"
FLASHING)
SCALE: NTS
2x FRAMING MEMBER
WRB LAYER 'I,
STUCCO WRAP
g' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 2, FORTIF15ER
CORNER BEAD
EUILDING PAPER
FASTENED TO SHEATHING
'm '11 O.C. MAX.
METAL LATH i
THICK, 3 COAT CEMENT\
PLASTER —�
WRB LAYER "I,
6"5ELF-ADHERING
STUCCO WRAP
FLASHING
WOOD SHEATHING
METAL LATH
i
DRIP GAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER WINDOW FLANGE
(14 A CORNER BEAD C> FRAME
2 '/2"
CORNER BEAD
(FASTENER 4 SPACING 6 1' O.G.)
CMU
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD � BLOCK
WOOD SHEATHING
Il
i WRB LAYER *I,
STUCCO WRAP
1 I WRB LAYER 02, FORTIFIBER
I BUILDING PAPER
' METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
'VIEW FOR PLASTER
CLARITY)
WRB LAYER •I,
STUCGQ WRAP ��
U)RB LAYER 2, FORTIFIBER
BUILDING PAPER)
METAL LATH
' THICK, 3 COAT CEt
PLASTER ,
F'SELF-ADHERING
FLASHING
DRIP CAP �-
WINDOW FLANGE
15B CASING BEAD Ca) WINDOW
(FRAME, NO BAND)
"'ARCHITECTS
6
Desgn
Grou I.2.
.+. LONG WOOD, FL 32750 �• V
PH: 407-774-6078
FAX: 407-774-407I.
www.abdesigngroup.com
AA #: 0003'.
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ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHrrECT.
STATE OF FLORDA
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WRB LAYER -2, FORTIFIBER
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METAL LATH ----------
J' THICK, 3 COAT CEMENT
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WOOD SHEATHING
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{
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IX TRIM MEMBER
o STUCCO TO ----
SIDING TRANSITION
SIDING
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PLASTER
METAL LATH
WRB LAYER -2, FOPTIFIBER I
BUILDING PAPER
I
WOOD SHEATHING
�--WRB LAYER N, 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)
LAY
CA
WOOD SHEATHING
WEATHER RESISTIVE
WRB LA BARRIER-1 VFZlk*fLA&4Z1W.
BUILDIN WEATHER RESISTIVEBARRIER -2METAL L 1' LALAP SIDINGiFLASHLF--ADHEPoW.THICK, RASLi-IFIF--ADHERINGPLASTE W.L. �� IBARKER �SISTIVE
\BARKER RESISTIVE
6'SELF- STARTER STRIPFLASHIN DO NOT CAULK OR \6'SELF-ADHERINGBEAT OPENIWQ fFLASHINGTAL
GALVD METAL
'Z' FLASHING
OIOODMULATED—
TRIM MEMBER
STUCCO CASING .e. / ` \
BEAD y' X 6- SIMULATED
WOOD TRIM MEMBER
\� SEAL AlGW/CAULKING
/ OR APPROVED SEALMT
\ ` SST CCO CAS —
SIDING TO STUCCO
C BLOCK TO FRAME
�� TRANSITION
1J
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.io.l / ASTM C-841-12, MIN. 2.5 LBS.
PER 8Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
I{
>k WRB LAYER #I
BE � TI TIa
1
�'.. STUCCO WRAP
WOOD a 4EATHING
WEATHER RESISTIVE—
BARKER -1
WEATHER RESISTIVE—�
x WRB LAYER 112, FORTIFIBER
yBARRIER44 4
W6 REVEAL PSIDING�
' 1 BUILDING PAPER
-ADHERIFLASHINGNG —�
�
METAL LATH
'
STARTER STRIPY\
{ '
�'�
J.1 _i
THICK, 3 COAT CEMENT
DO NOGAULK OR
ter`
(EXPLODED 8
VIEW FOR PLASTER
CLARITY)
GALVD METAL
Z'FLASHING
MEMBER
-�
HYO.ODTRM
E-Z BEAD VINYL CASING
BACKER ROD)
6' SELF-ADHERI—
SH FLAING
CASING BEAD C--P RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2"= I'-0"
WEATHER
BARRIER
HEATHER
BARRIER
THICK, 3 COAT CEMENT
SEALANT -- PLASTER
----METAL LATH
WINDOW FRAME .! a a
.../— .......... ..........�._....._......... WRB LAYER 02, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYLCA51NG-ZBEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
I
2X FRAMING
MEMBER
WEATHER RESISTI VE
BARRIER1 TOO T
ABOVE OP
'Z'
OF FLASHING
9
(LEATHER RESISTIVE
BARRIER 01
\
RESISTIVE
_ .__//
BARRIER
GALV'D METAL
\I
� �
Z' FLASHING
—Ai ,HxNlw.
WEATHER RESISTIVE
BARRIER M TO LAP
6' MIN. ABOVE TOP
OF 'Z' FLASHING
I Y.' x "SIMULATED
WOOD TRIM MEMBER
6' SELF -ADHERING
I I FLASHING
WEATHER RESISTIVE
BARRIER •1
(WtW FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
(9-0 FRAME TO FRAME BARRIER
TRANSITION
1J
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ro' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
-_
--i------------------`--___--_-_____-___-__—__--_
YA" GAP TYP
---" THICK, 3 COAT CEMENT
SEALANT --
CASING BEAD
TO WINDOW
PLASTER
----METAL LATH
i
i
-- -- WRB LAYER 02, FORTIF15ER j
BUILDING PAPER 1
WINDOW FRAME
--- WOOD SHEATHING
I
i
WRB LAYER "I, I
STUCCO WRAP
I
— 6" WIDE PEEL 4 STICK I
OVER FLANGE
WINDOW FLANGE -
- E-Z BEAD VINYL CASING
2X FRAMING
(W/3/s' FLEXIBLE PVC BACKER ROD) I
MEMBER
/
-APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING--
WRAP
r EZ
BEAD
WINDO W CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO I«:'� 7
WOOD SHEATHINGS PITlTTT�7Tl�
SELF-ADHESIVE FLASHING
GZE0D,r;r;M7Zw
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PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA S: 0003325
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04128.000-19001
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4EHB
"2605-HAYDEN"
GARAGE 81ING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT.
STATE OF FLORIDA
I
D TM 11/03/16
SCALE: 1 /4"=1'— 0"
E!i'�ET
WA
A R C N I T E C T E
CUT HOUSEWR
AT 45' ANGLE
135'
I IT'
MODIFIED 'I' CUT
TT*
IN HOUSEWRAP
LINE OF WINDOW
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
IINSTALL b'
SELF-ADHE
FLASHING C
NAILING FLU
JAMBS
EXTEND FL
I' BELOW 6
FLEXIBLE
'DO NOT SE
FIN
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP(01
TUCK FLAP UND
at HEAD
FOLD HOUSEIU
IN AT JAMBS 4
SLOPE SILL R
INSTALL b'
SELF-ADHE
FLASHING C
VINYL HEA[
FLASHING (i
DAMS) NAIL
FLANGE
EXTEND
SELF-ADHE
FLASHING 1'
BEYOND Ji
FLASHING
INSTALL VIP
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, 5TAPLES)
INSTALL DUPONT
FLEXWRAP AS Tf
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
APPLY %, NOM.-
;ONTINUCUS BEAD
DF SEALANT AT
IAMBS AND HEAD a
APPLY TO BACK OF
JNDOW NAILING
:LANCE IN LINE W/
'RE -PUNCHED
40LES OR SLOTS.
JIDE ADHESIVE -
-XIBLE FLASHING
vER DRIP CAP
'ECTO-WRAP
EGUIV)
WINDOW FLASHING
INSTALLATION DETAILS
O1� (FULL WRAP)
SCALE: NTS
STEP 4
STEP 9
INSTALL
PLUMS,L
AND SOL
MANUFAC
WRITTEN
INSTRUCT
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
1. INSTALL ALL MATERIALS PER MANUFACTURERS
i
WRITTEN SPECIFICATIONS
ARNING: SEALANTS MAY REACT ADVERSELY IF NOT
LCOMPATIBLE.
F
EAN AND SEAL JAMS TO SILL JOINTSWW 1199 FOLLOWING COMPLETION OF
ERIOR RETROFIT WORK
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
�I WINDOW OPENING
IL—
;SEAL INTERIOR PERIMETER OF WINDOW WITH
�E AL ANT
„Des�n
PH: 407-774-6078
FAX: 407-774'4078
www.abdesigngroup.com
AA li: 0003325
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04128.000-19001
MODRU
4EHB
"2605-HAYDEN"
GARAGE BIWMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCFKMCT.
STATE OF FLORIDA
D Al11/03/16
SCALE: 1 /4"=1'— 0"
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