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• 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
7
4E OUB
2432-GALEN9'
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
— CIASS 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
FT. CALC.'S
IST FLR LIVNG
1013 $0. FT.
2ND FLR LIV14G
1413 $0. FT.
TOTAL LIVING
2432 50. FT,
GARAGE
432 50. FT.
PORCH
33 50. FT.
IVXS' PATIO
N30 So. FT.
TOTAL 2911 50. FT
ABBREVIATIONS
ABV.
ABOVE
L1V.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ALAI.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
WTD.
MOUNTED
CL
CENTER LINE
mm
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CIL'
CEILING
O.C.
ON CENTER
CLE.
CLUB
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.C.
DUAL GLUM
P.T.
PRESSURE TREATED
DIA
DIAMETER
R.
RISER
DI1.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
E.A.G.
BMW AIR GRILL
DP.
DEEP
NEE
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
F.0.
ROUGH OPENING
DTI.
DETAIL
S.D.
SMOKE DETECTOR
D.Y.
DISHWASHER
S.H.
SINGLE HUNG
EA
EACH
SHT.
SHEET
ELEV.A
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SITYR.
SHOWER
EXH.
EXHAUST
SW.
SUIHAR
EXT.
EXTERIOR
SL
SLIDING
F.G./FX .
FDED GLASS
SL GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FIR
FLOOR
SECTION
FLUOR
FLUORESCENT
SC
SOLID CORE
PR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTC.
FOOTING
THK.
THICK
GA
GAUGE
T.O.C.
TOP OF CURB
CAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP•
TYPICAL
INTERRUPTER
U.N.O.
UNLESS KOM
G4
GLASS
GYP. BD.
GYPSUM BOARD
VP
VAPOR PROOF
H.B.
ROSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
BOB
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
Ram
INSULATION
W/H
WATER HEATER
W.
INTERIOR
Y.1.
WROUGHT IRON
ALL WORK SHALL COM
CODES FI.ORIDA SU'Lo f C; CODE,
NATIONAL ELECTRA, O
O�CE3 AND THE cl
OF ZEP DE,
HYFtHtLLs
REVISIONS INDEX OF DRAWINGS
REV. I DATE DESCRIPTION SHEET # DESCRIPTION
PG Cl—COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG 1A—DOWEL PLAN
PG 113—LINTEL SCHEDULE (CAST—CRETE)
PG 2 —FIRST FLOOR PLAN
PG 3 —SECOND FLOOR PLAN
PG 4C—FRONT & REAR ELEVATION "C"
PG 5C—LEFT & RIGHT ELEVATION "C"
PG 4CA—WALL ASSEMBLY ELEVATION "C"
PG 5C.1—WALL ASSEMBLY ELEVATION "C"
PG 7—ROOF FRAMING PLAN ELEVATION "C"
PG 7.1—CONNECTOR SCHEDULE
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 D1—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 I—HR WALL SECTIONS & NOTES
PG D5—MISC. DETAILS
PG D6—PRODUCT APPROVAL LISTING
PG WAi—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 E C N I T E C T S
6
Design
Grou .a
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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PAGE
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PAGE
150 MPH EXP. B
ARCHRECT'-
STATE OF RORDA
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
11. ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) D.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL -SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/.".
4. 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/4".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
C. SOUTHERN PINE INSPECTION BUREAU:
1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE--
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,500 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 & R8021.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 117 CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN i6' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/B' 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 112" CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 5301 ASCE 5.
13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE'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 Ftn =1500
R SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
TRUSS MANUFACTURER
E
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS 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
CONSTRUCTION
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
CONSTRUCTION.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
I SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 150 MPH MIN, WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 148INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 25W PSI PEA cues i oc i uAircn rn i nan -An of i is i vc i nen non cnnnuc cues i oc i IRA]- TA i nen
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 ANDIOR 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 318-06.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0'.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%'
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
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
CVTCDIno ewleuee
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2' THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15
A R C N I T E C T!
Design
Grou tn..
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA f: 0003325
F
y
U
w
0
i;
m
0
0
C.
0
0
SU13DIV. de L01'
SILVERADO
LOT 20
BLK 1�C P120J
04128.00 -20001
MODEls
4EGB
"GALEN"
GARA0Z 87►M*-
LEFT
PAGAh
GENERAL
NOTES
150 MPH EXP. B
ARCFF ECT'
STATE OF FLORIDA
t" 9 A16,
DAm 11/07/16
SCAM 1/4"=1'-O"
alim=
GN
a
e
1
I
4' GONG,
SLAB-7
12'-3'
1,5' - 4'
11 4•
Sf mLABp DI
_ ID EXTEND
■ \ I 0'-0' ELEV. pl SLAB I I/2' `
1 / FIN. GONG. SLAB 4' GONG., REINF. W/ 6'x6' W
= WIAXWIA LLILM ON 6-MIL POLY- \7
ETHYLENE VAPOR BARRIER ON Q C-I .� 1
WELL -COMPACTED CLEAN FILL f f � Y�:j
TERMITE TREATMENT SHALL BE JIZ
—�. 29 9a,Id) 8'-1P, _
1'-2" 17' IO" m , p
---------- — - STUB UP
TO 2ND FLR Ih F 1
■ 24'X48'XI2' CONC. II I�w I i
PAD W/3-5 BARS---,CL �(i. II 2x6—I' PVG Ip�r I
ONE WAY 4 5-1'5 WALL G TAOSE L- J
BARS OPP. WAY
ISLAND
ON CHAIRS MIN. 3' �
■ COVER
5 _
pl 4' PVC DI
L_ CHASE 26 -10'
or U
wIL6
■
7
0wU
W NQ �
woo
■
" _ —�
8A
DI
e
�3 I/2'
—BOLLARD
AS REQ. lu
PER BLDG.
CODE j
30*X30'X12' CONC.
PAD W/3-"5 BARS
E.W. ON CHAIRS
MIN. 3' COVER
24'X24'XI2' CONIC.
PAD W/3-IS BARS
E.W- ON CHAIRS
MIN. 3' COVER
21'-4"
2' tVTR
1/2'
2' VTR
I 2--j WASHER 11/2,
41
I
2'
ILAV 2' I
I LAV
1 1/2—y
3 LLC
LA V I �� 1/2'
LAV Ir2•
Y i
3' SHWR
I UlC 3'
2 V I vz
3'
IV
3 2• I TUB
2' VTR
KITCHEN
SINK w/
iq III
)).._
AUTO VENT
GI i
QILI
2
SINK
PLUMBING RISER
DIAGRAM
_ 18'-ID' ■
—EXTEND ---
SLAB 11/2'
6B ro
DI 0'-0' ELEV.
DI
FIN. CONIC. SLAB
EXTEND I
i0
I -3 1/2' SLAB 1 1/2' ■
— — — J
SECURE STRAP TO
UNIT W/ (2) -6x1 1/4
■ ■ ■ ■ ■ ■
3 4 13 4 __
— - —
A/G SIM MTL SCREWS
UNIT SIMPSON WB ROLL
STRAP OR EQUAL
4
■ DI DI
�■
�n e
SECURE STRAP TO
■ ■ ■
GONG CONC. W/ (2)-3/I&'X2'
TAP -CONS
-
— -
SLAB
ABC CONNECTION
TO PAD DETAIL
4
CONG
SLAB
—..--------------�----.
'X-2' GONG
PAP W/3-"5 BARS
PAD
E.W. ON CHAIRS
MIN. 3' COVER
8,—_----
fil,
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD m 12' FROM 5TRUCTURE
---__10 —
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE F15CR 5TH
EDITION (2014)
TO
A R C B IT E C T 8
Deson
Groun c.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 000332s
W
y
W
0
U
O
O
2
H
J
SVBDIV. & LOT
SILVERADO
LOT 20
BLK 1
P1 0im'
04128.00 —20001
3WDBlt
4EGB
"GALEN"
GAISAGE awl":
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARWIECT�
8TATE OF RORIDA
DA� 11/u r
19CAIM 1/4•'=1•-O•'
BIlEEE'1
1
DOWEL PLAN
ARCHITECTS
5
Design
Grouir...
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-774AO78
www.abdesigngroup.com
AA #: 0003325
F
y
a
8
y
t
F
V
h
O
IN
avHniv ae LOT:
SILVERADO
LOT 20
BLK 1
PROJECT/:
04128.000-20001
MODEu
4EGB
"GALEN"
GARAGE BTfMC'
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARC *TECT-.
STATE OF FLOPoDA
09 0
DA 11/07/1.
SCALE: 1/4"=1'-O"
SiISET
IA
A R C H I T E C T S
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
evrtv I Hens FnR a^ PRceemT a oRcsmececn u_1 IarrFl c
Citaltl•Gww
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
eU6
aw-D
am-D
rw-D
-
sna-D
ID
-n
2'-10.04') PRECAST
2231
3060
3mb9
a6oD
460D
613lsa�
bti
sal
Ku
Kla
t0384
1w08
3'-6' (42') PRECAST
2231
3069
3e49
3lD
460J
Dw3
bN
6601
sal
aana
SDm3
lo)Da
IDLDI
Mot
4'-0' e,169 PRECAST
1566
t l
2693
2,5I
46M
3520
*0
<Dt0
1641
DKl
•Du
1p34
mSoa
DIm'1
Hoot
4'-6' i'"') PRECAST
Iggg
P 5
x
2W
bl
2M1
61D
31D3
bli
Kn
SIDS
6n4
5'-4' (64')PRECAST
12n
°at
Ia3D
b•t
256m
3Q9
36K
424t
wb3
308•
S%6
s4
•133
V-10'00')PRECAST
W62
D]>7
m
w31
20to
2Dat
3009
3410
MDI
]63]
4N0
1w
llm
6'-b'(18.)PRECAST
y08
°'�
Q3D
xm
2111
Neo
34D0
3031
53a1
)T01
a360
a3D3
DW.1
1'-6' (90')PRECA5T
143
�'
36S'
]bSD
9bl
36K
Iml
Pnt
I
3aM
eia
eb,
64
9'-4' 012') PRECAST
554
btt
D60
w»
2D64
34K
xsb
3302
3
IDa3
4
4
63tW
10'-&YDb')PRECAST
411,
D35
_L4L
M
Q41
tots
tlT
xw3
tDr
643
10l2
D33
30ti
ITN
41D4
II'-4' (I36')PRECAST
362
Daa
D66
ro46
2423
3Ql
4mK
6a3
Las
1966
w46
2mowz2NNlDs33tT
4tn]332]60eNsD5DelY3mD•5SRD0e0
49T
R111451''''----O484''''1(((4I2IlBt0b448''')))'
33l
�
1111W6644NleaettRa•e6a4
13'-4'(W0'PRECAST
256x]2t3lsNs9aQ1o•Rw
32234
14'-O'(169')PRECA5T
,leDltfRaKKDvv¢D
I1Immm0pN!R0PDa4a2T
2vw¢,l5D
Wb
Q
2630
NR
w
bo
190a
Zan
ae
NA
am
Qx
M3
20Ja
2m
IPPPFRIRImsfE6SC
NR
b
a
a
N
—4
a.
M•
bxb
woe
last
L",
19'-4'C232')I�e
NR
tr
Ne
Ne
—
Me
-
tee
t35
4w
no
109,
Qet
DD
nw
21'-4- (2569
NR
roe
NR
eR
rax
mo
3Io
eta
DID
Q4
U'SL
IK0
22'-OY264')
NR
'a
w
Na
ee
Ib
38
aDo
1Da
I0a1
Qb
DM
24'-0r288')ntee
NR
let
we
Qs
25o
a6o
6Da
two
1092
an
SAFE UPLIFT LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS
CMI•CMw
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
C M
—IT
DPI6-Q
-Q
aF2
aF3•-Q
filJ-Q
LENGTH
"41
f2-21
aF16-x
o-I
a-2T
s]o-2T
OFn OT
3'-6' (42') PRECAST
669
26D6
3D34
4)t4
SM3
bW
, l
669
26DS
3614
a
D2b3
bW
,Pat
4'-0' (48') PRECAST
963
306
3040
3DD
b1
63x6
i019
Ila,
]'A
3ob0
Sala
b
D3ll
6m'18
4'-6' (54') PRECAST
Q0l
20a0
2101
33s
4043
Ia
1319
3d0
Ilml
3 s
4043
4TI
D919
5'-4' (64') PRECAST
Imc
nw
n
2aSe
33te
9t61
Al.
low
rm
nl6
2a3•
3rD
nl
bn
5'-F0'00') PRECAST
wa
]
ab3
Sit
D61
]0em
2Dt3
3
llw
4b3
6'-6'(IV)PRECAST
a3s
]
2
3M1
3-W
l
106a
2928
]
lW
3,Q
1'•6' (90')PRECAST
r-
wx
xax
2W
n-1
QI4
wia
2a26
—1
32tD
9'-4' (1129 PRECAST
N
wA
aw
Kt
Db
wb
968
=lI4
2619
I0'-6'(D6')f'RECABT
aw
a
tw
Nal
ub
m,
Dam
b
_
Mn
3
2346
(136')PRECAST
4ia
Im3
m
Db,
n53
48a
b•t
b4
wb
IB•w
2bl
12'-0' (Hl4')PREC45T
410
na
t3e
a53
Db
DK
a,o
DaO
D0x
tI .
2
—
94!
W3
13'-4'(160'PRECA5T
420
".AIDS
wa3..
I•el
W-O'(1609FRECAST
3•a
39•
n 4.
41m
4]5
In
IK9
I
Bsz
Iaml
23t
)34
in
au
%
all
14'-8' (116)I I S
x46
SLD
3
is
n
IS'-4' lle4') F42E6
Sb
631
Tb
M
4l
2t
441
en
"1.
141
15'-4'(232')Plffs
E..
26321'-4'31,
wl
223
2SD
3T9
K2
24'-0TJB8')FREB
rD
36,
E34x
4w
IM
Kl
Qa
1W
3D
l
DV.
GAFF =A11" 1 nADC FnR a" PRFnACT w/ 9" RPrFCR flf3r2R I LI INTFI C
0—+_
SAFE LOAD - POUNDS PER LINEAR FOOT
ripe
LENGTH
�'
alwm- ww+e- ewu-e avulse awn- alae•-
4'-4' (52') PRECAST
*la,
n49 33K 3i•0 43b D4tl 643i s6l
iDA DD D206 66" a060 t41t wgt3
4'-6' (54') PRECAST
ut4
�' 3063 xDs 3966 ata6 DM4 6DBa
ItD4 36Dt s— I663e smio Daft ImBt3
5'-8' (66')PRECAST
rtt• me nn ts3a 34.3 39K
ebb
36, 2aN .1561 6SK lDrl 9311
5'40.009 PRECAST
ewe
DDD wDa woo x¢a 26at 3na 3T00
v 2341 4142 66 e
(W)PRECAST
l9l
801 Wa )It0 Sob Hal t4b ,a6m
to WD 3tl0 Dob T3lS ffl9
T-6- (90')PRECA6i
669
tD6 Ne0 xaDD 3T6 5143 Tin K23
lD5 HD0 x4Dt 31w Dui
9'-V(ll6')PRECAST
4P
K6 •A.t Ma 3363 3Qt 4091 34w
D26 9M bbi Y)D3 3tlt 4D0 SD4
*0914 M•m
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
�•
a
arem-rt
•sos.n
wsw.
-n
eleaa-
svx
4'-4' (52') PRECAST
S
166•r
x362T
3sl
44b
5m0
°�
ol
Wi •
x362
lea*
3•D4
3sl
44b
DMm
4'4V (54') PRECAST
K1
woa
nn
3D35
36m1
43T5
4943
Kl
Wmt
nn
t53t
3601
a%A
4843
5'-8' (66') PRECAST
6s
Q6t
M,
Dxb
2
)3M
3RI
6s
KD
Iltl
2.6
3•Da
33Dx
3M
51-10'(109 PRECAST
bee
1w,
nb
net
2n3
—
655
Q33
nb
nDt
ITT,
nK
31SD
61.01(801) PRECAST
510
MSw
•M
24
ze
)
S,•
IBDo
D30
Dea,
]41D
3p,9
3339
1'-6' (90')PRECAST
'
ois
Tw
2
xe6
eK
sae
u64
I 1T6D
2166
]Kl
29N
9'-B' (II6') PRECAST
3M
Qa
]
3M
D60
IOTl
DK
1 nml
1 tow
1 2331
PATIO
L-4
—L—a—
C2) 3052-SH
I 6068 SGD. I
-------
3052-SH
I
� I
I
I
I I O
g AT
ROOM
II
C
a' -a° CLG.
ROOM
I I� KITCHE
W-8' CLG.
i i • 8'-8' GLG.
Ir— I
II I
I
L— 2
O m
0
A07
I I I
I I I
I I I I STOR.
I I I I
PAN.
I I 1
1 1 1 1
PWDR. a'-e CLG.
O
0
FLEX
GARAGEa'-a'
LFOYER
CLG.
65 W/XI0'
TRANS.
I
16'-0'xT'-0•o.HD. PORCH
L-1
LINTEL SCHEDULE
NOTE: THE LINTELS MAY 5E SUBSTITUTED
WITH LINTEL5 FROM ANOTHER MANUFACTURER
AS LONG AS THE LINTELS ARE OF EQUIVALENT
OR GREATER CAPACITY THAN THE VALUES STATED
4^w_T_4*9~ LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
IT'-4'
8F28-I15AT
L 2
41-6'
8FI6-05/IT
L 3
T'-6'
SF24-113AT
L 4
T'-6'
8FI6-15/IT
L 5
4'-6'
8F8-15/IT
Tt s S.-C. AF
L 6
5'-41
8F8-05AT
L T
-
-
NOT USED
L 8
-
-
NOT USED
L 9
-
-
NOT USED
L 10
-
-
NOT USED
MATERIALS
GENERAL NOTES
s Safa wad rat bald on rail —al da,lgn anelysl, per
SAFE
LOAD TABLE NOTES
TYPE DE51GNATION
L t'c 8' prsmst Iinbl 4000 pal
2, f c ed IMtel . 60t�m
I. FTovtde MI v—ta, bid ad hrd Johns.
2. Sh«e nxea IMtsb as requYed
ACI 31B end ACT 530
�• D00pa
L All values based on nM6uI 4 Inch
Mel baarMg,
1. For f4vlpm,lte IMtal he not shown,
use W. bed how next Mm
p—l-w psl
3. c3r—t Par AST" C416 P'g • 30m%
Pa 1 w( rox•ew 3/S M41
I B to II
3. I —Ration W' lintel met coxlply with the ard1tecturel
and/« structural degalenta.
4. U-Llntale 5 1/2' long
Im. Pw a —I- sl r— of IMle4 Installed M e —I- c«crsle
Iw "ll haw a coat r •lotto Ilad M areorda—a
013a °Ia t"g o app
W1h AB1M a-296 « ou,: approved eoat6lg.
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
a—ptlme Se4e bade r« Ia,flllad IMtels nwt
be redueed Jo% IP brr I o, Is
e"9
Ices then 6 W "drew
8. Por IMbls W.S'h. t qn ' use ea fe load
Ionctes
iron rsrt t tat shown
9. All beds M IMear
F • RLLED UTN filQOUt / U • iMILLm
I—Q)ANTITT CP 7IED�eR AT
1�BOTTpy
°�
ggegate
lt' ohwq
4. Cororats Fw•orry Units (QAl) par
am marluraetwed with rotds et
Ur arils !o eceonodeb vartleal tall raMf«clrg ed grouting.
II. LMteb leudeee senulNrwusly 1N vwtlul fgr Ity «
aril h«izonlal (lateral) bad. aFqukf be dwdled
FOR EACH ADDITIONAL
2. NR •Not Retail
sere InQ. or povd• par
feot
GR LMiIL CAVITY
I
AST" C90 uJmMamm rot a—
5. wwaroa Ur CABi-CRETE Load D•Ilactlon Graph brodve
uplltl)
r« the combMad I—Ime with Ur ron"Mg alq"e
REIIlOFCED C"Il R)LL
C
3. Bare bed, arm suparlelFo allowable load•
10. All sera loads based on -ply eupp«tad
JJ
„ g
cw¢a•Nve •vanglh . Do0 Pal
9. Raba. per ABT" A615 grade 60
r« IMlal darlaction w4 atlon
b. Dolton Plsld added rebar to bs bceted at tlr bottom
A Bare wed, based «Bede 40 «gads 60
Held mbar.
Wen
II. Tb runbw m Uw W parwlUwai•
81- i / _ 11� / i T
V IV L.J
66
Q
6. RruroMg sued par dBiFl Asw
of the IMtel uvety.
AWIed vertlr l Load• A-,liad h«Iremal Wd 5I®
bare bad $are h«lm bad
/�' CLIa TYP
5. oro n rotas. ary be Wasuwted t« 1a0
Mtlkatr e,. pmrwn reduction f« grade 40
1
` WANTItY S
t
gr de 210 law rmleaatl n
1. Fbrter AST" C210 "« S
P•r tiA•
T 1137' dieneter mta •tlmupe era wowed to the
bottan steel i« nadxnlul anchors g•
v tical ,tal
R. AddILIONI btral load upeclly tan W
(7) 5 REDAR
g .share M S' Iln!•I• only
Igrr w.y ev
6. iM dr aluete canrwnret•d
Held added rebar.
Era le l'-b' IMlsl 8F3Z-ID rfe
wP 6f P.
I
OF
REBAR AT TOP
�
-
•
B. case-M•pwee concrete may b. Provided M cosp It IMtel
ob4Med by er drlgrin by providing eddlUen.l reMforced
GRbm a GR60
IoeW Iron Qr sale bed tabws by
gevtty bad . 64Tlrat
NQiNAL 4EIWT
M Vw of eenuNe meeercy wife.
c« =' nrs hove tb I—L Sae datatl at ri
a'
cekubtNg the maalmm rrwtvg women
educt1on764T2 (85) • 5501 Fir
rIOMNAI UDTN
ad Nair at d-away RDe face of mpp«L
II-Vt' CLEAR
OJ-UL
'l f ,tR AT DOT
a LINTEL CAVITY
Design
Grou 3._
LONGWOOD, FL32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.can
AA #: 0003325
F
y
w
V
0
y
A
F
a
SVHDIV. ae LOT:
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
1[ODEL:
4EGB
"GALEN"
GARAGE 8MWG:
LEFT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST—CRETE)
ARCHRECTt
STATE OF F-LORIDA
rtw 11/07/16
SCALE: 1/4"=1'-0"
SHEET
I
38 8
101-01,
PATIO
OVERHANG
LOF ROOF
ABOVE
_____-
(2) 3052-SW 6068 SCrD. I 3052-SH 1
4'
2l 0
OO� I 41 iIIi lIIi �
b48
2 0 l 2
b2a
R0M0
e'-s'cLG. RI M KITCHEN
CONT'GLG.
.
HANDRAIL
42' N. HALF 1
1I11
b48 i -
WALL W/ CAP
5'-8. 4'-0�� I�8�_8�� 5,_0. - 6'-8, 4'-0' r3-01
x6I OPT.POSTREFIDBL4,4
BL.
HB
O
STAIR DATA)
l
16
RISERS o 1.54'
15 TREADS a 10'
1GOND.�
+I' NOSING
BOLLARD
AS REQ.
PER BLDG.
CODE
GARAGE
8'-B' CLG.
STUD
'8
V.
I I I I I I I 0 ED. O a
I I I I I I I STOR.v A INK PAN.
ti°' PWDR.
3-5H
3068 W/
36'XI0' TRANS.
II
B FLEX
e al I W-s' CLG.
�, II
(2) 3052-SH
n 7-4"
PORCH
-------
------- T
2'-51 6'-8' 101-
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 ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF-CLO51NG DEVICE (R302.5.1) FBCR 5TH ED. (2014).
I
TO e
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'®
LOAD ERG 'I'll
U.N.C. ON PLANS
SQ.FT. CALC. S
IST FLR LIVING
1019 Sa FT.
2ND FLR LIVING
1413 50. FT.
TOTAL LIVING
2432 80. FT.
GARAGE
432 50. FT.
PORCH
33 $0. FT.
107(8' PATIO
80 SQ. FT.
TOTAL
2911 $0. FT.
�1 4"
DBL.
roP
PLATE d
BAR DETAIL
w
OOWONENI AND CLADDING
R!D LDAW
MIX 00 EPOSM FOR S SECOND
GNIS
OPBSXEt
SOIYJE
ZONE
00 WH WIND AW
IEAWM
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
24/-33
CRITERIA
EXTERIOR SWING
18
5
23/-31
DR MIN. CRITERIA
5GD. MIN.
41
5
22/-25
CRITERIA
16010 O.H.D.
112
5
20.4/-22.1
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 FBCR 5TH ED.
(2014) 612.2 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DALE 07IOW6
A R C R IT E C T S
6
Design
Gro SO.a
441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngmup.com
AA B: 0003325
WW
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04128.00 -20001
aioasr�
4EGB
"GALEN"
GARAGE STING:
LEFT
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FIRST
FLOOR
PLAN
150 MPH EXP, B-CC
ARCHRECT-
STATE OF FLORIDA
p 21fi
R01 AND AAR �ABCRA
DA11/07/16
SCALD 1/4"=1'-O"
6*1m '
2
12'-0" ,2'-4'
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DEL STUD
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3052-SH
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EGRESS
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--------- -
CHASE
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STAIR DATA 4'-0" 2''4' _ 6 -4
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16 RISERS ® 1.54'
15 TREADS 0 10'
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W NOSING
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3052-5H 3052-SH
—
EGRESS EGRESS — --- —
5'-10 4'-4`
_ 21,-4'
SECOND 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
SPACE BETWEEN THE
AND THE WALL SHALL BE 2 1/4'
e 36'
HANDRAIL 9 36'
W/ 2X4 RE-
INFORCII
NOTE: v
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH
A DIAMTETER OF 1 3/4'1 2' OR A NONCIRCULER CR05S SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4'
AND A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'.
EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8',
2. THIS RAILING SYSTEM 15 DESIGN TO RE51ST A LOAD OF 5O PLF
FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFEGUARD• WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 1601.5.1 / F.B.G. 2014
HANDRAIL DETAIL
\� SCALE: 3/4'=I'-O'
10'-0 3/4' 2ND FIN. FLR
8'-8' BRG. HGT.
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014).
MIN. TREAD•IO' MAX. RIM--'
42- H. 1/2
3/4' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO
WALL W/ GAF
EACH OTHER 3/8' MAX.
VARIATION IN ANY
CONT. -.
RISER/TREAD HANDRAIL
µANDRAIL
CIRCULAR CROSS SECTION
DIA. TO BE 1 3/4' .-1/4' OR
PROVIDE EOUIVALENT
N
GRASPAWINDERS- MI . NARROW
6' WIDE a NARROW END MIN. II'
WIDTH • 12' FROM NARROW
END 34' MIN HANDRAIL HGT.
0'-0' FIN. FLR
(2) LAYERS OF 3/4' PLYWOC
OR (2) LAYERS OF 3/4' SUB
FLOOR MATERIAL RIPS FOR
SOLID NAILING
SECURE TREADS TO STRINGER-
W/(3)% 3' SCREWS • EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
/ nB/
/ FLR
3/4' KICK
I' MAX. PLATE
NOSING\fir Im
/ STAIR DATA:
/ 16R s 1.54'
'I MIN
15
/
'�TREADS
10I' NOSING
v - /
s
STOR.
/
z QIII
/
W
ro J /
V
3-2x12 SYP STRINGER
r /
REIWORCED W2x4 SPF
W/CONT. BEAD OF
SUB -FLOOR ADHESIVE
/
PL'400 OR SIMILARE
-2 X 4-INFORGING
EA HORIZONTAL RUN
/ e EA 2 X. 12 STRINGER
SECURE W/12d 6'-8' O.C.64
2X4 ATTACHED W 0d SLEEPER NS T AI R SECTION
AILS 4P 2X.T.
SLEEPER INTO SLAB WITHIN B' t.., K4L& vt•.l,m
OF EACH END, 32' O.G. MAX
3/4' TK. SUB FLOOR
GLUED t SCREWED
PER FASTENER
SCHEDULE
A R C R I T E C T E
6
DF.-
Ai
Gro.
N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
h
4
w
F
0
r U13DM & LOT:
SILVERADO
LOT 20
BLK 1
IL POJECT#
04128.000-20001
1[ODEL
4EGB
"GALEN"
GARAGE SHINE:
LEFT
PAGE:
SECOND
FLOOR
PLAN
150 MPH EXP. B CCA
ARCHRTECT-
STATE OF FLORIDA
P
F-pRnA11/07/16
SCALE 1/4"=1'-0"
SIIE8IT
3
A R C N I T 0 C T S
LTD. CALGS - OFF -RIDGE VENTS ONL'
AREA OF ATTIC =
1486 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA =
1486/300
=
4.95
VENnLA71ON AREA X SQ. INCHES PER FT. U1 j =
713.28 SQ, IN.
MIN. REQUIRED VENTILATION
.5X 713.28
IN UPPER PORTION OF ATTIC
-
356.64 SQ- IN.
OFF RIDGE VENTILATION AREA
115 SQ. IN. PER VENT
356.64 /115
TOTAL# OF VENTS REQUIRED =
S-10122
TOTAL#OF VENTS PROVIDED -
4
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE. LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR Of WALL, NO OVERHANGS
INCLUDED)
H-26'-10 1/4' BRG_HGT.
DECORATIVE
DRAIN TILES —
5FI INGLE
ROOF
RAISED 12
BAND
IS'-0 3/4' 2ND FLR - - �BRG. �I= 3/4' 2ND FLR
BRG. HGT. — — — — — — — — — — — HGT.
-I,_0.
16'X62'
DECORATIVE
SHUTTER
2"
e 12
V
�4 3/4' 2ND FIN. FLR
8'-8' BRG. HGT. -- e8 8'-8 BRG. HCsT.
0'-0' FIN. FLR
BRG. I-GT.
10'-0 3/4' 2ND FIN.
8'-8' BRG _I-GT_
0'-O' FIN. FLR
_ l/8' THICK, 3 COAT CEMENTPLASTER OVER CiRADIF 'D'
FELTOVER
PAPER BAGIC METAL LATH
® ® _ OVER APPROVED HOUSE WRAP
0 OR GRADE 'D' FELT PAPER
- flT LJ,L
-FLASH ALV. 'L'-i7PE—
c0 -0I `T 4' RAISED LNG CEMENT
r BAND CT7P.)naFIESEPOLA95 SHINGLES OVER 30 2x6 LEDGER SECURED
FELT PAPER R 1 2' COX
OBH. W/ V4' 4' LAG BOIL
BHEATHMG OR IR' E W/ 2' r- WASHER
7�PLYING. S SECURED PER LU/ ODI MAX
--- -- _ _ _J.m'-0' FIN. FLIP-- _ NAILING SCIaEouLE
b� LSU-26 � 2
2x6 RAFTERS
FRONT ELEVATION s —
LU926 W/ (4) 10d's-
TO LEDGER AND 121 IOCTe
TEXTURED FINISH To 2x6 JOIST
2X6 LEDGER W/ IR'x8' —
THREADED ROD 24' O.G.
MAX. SET N SIMPSON
HIGH STRENGTH EXPDXY
6' MIN EMBED.
V2THICK, 2 COAT GEMENT-
PLASTER APPLIED
DIRECTLY TO MASONRY
OFF RIDGE NT nR00F C S.G.D.
II SCALE: 1/2' I'-0'
6
I� �4-
IS'-0 3/4' 2ND FLR
-- - — --BRs. WT. �8
iaDECO. DETAIL
/� r J__) SCALE: 1/2' 1'-0'
REAR ELEVATION
TEXTURED FINISH
3/4' 2ND FIN. FLR
WDesWn
PH: 407-774-6078
FAX: 407-7744078
www.abde Igngroup..
AA #: 0003325
F
W
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0
4
U
4
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ti
0
V
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SVBDIV. & LOT
SILVERADO
LOT 20
BLK I
PROJECT#
04128.000-20001
HOaEU
4EGB
"GALEN"
GARAGE 8WWG-
LEFT
PAGE:
FRONT
& REAR
ELEVATIONS
50 MPH EXP. B
0
DRurr
w11/07/ls
SCALE: 1/4"=1'-O"
SHEET
C
IS'-0 3/4' 2ND FLR.
BRG. HGT.
10'-0 3/4' 2ND FIN. FLR.
5'-5' BRG. HCsT.
0'-0' FIN. FLR
IS'-0 3/4' 2ND FLR Q�
BfRr.. W t
10'-0 3/' 2ND_FIN. FL__ �
5'-5' BRG. HGT —
0'-0' FIN. FLR
LEFT ELEVATION
TEXTURED FINISH
RIGHT ELEVATION
TEXTURED FINISH
IS'-0 3/4' 2ND FLR
HGT.
Ih 0'-0 3/4' 2ND FIN. FLR_
Y�8'-5'
IS'-0 3/4' 2ND FLR.__
6Ri. HGT.
1�03/4R ' 2ND FIN. FL
Y}�S'-5' '-0.BRG. HGT. ---
A R C B I T E C T S
Design
Group"1a.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.cm
AA 4: 0003325
F
W
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m
2
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8usz)rv. Z LOT.
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 -20001
1WDF.0
4EGB
"GALEN"
GARAGE MIFMG:
LEFT
PAGE:
LEFT &
RIGHT
LEVATIONS
150 MPH MIT. B
ARCHr ECT
STATE OF FLOM
'ill J(
D 11/07/16
SCALE: 1/4"=1'-0"
8*13=
5 C
A N C N I T E C T 3
SHEATHING TO L
FRAME TO GA5L
CONNECTION 12"
FRONT ELEVATION
m-6' BUTTERFLY METAL LATH a WINDOW C05NER5
A ❑❑ '' p.A I I xp
WA U
u 15
V�
WA 2
l6A
WA TYP.
I
5 I
12 - 4' xA 11 -8" ---. _—.—_--- 14 5
❑ WA ❑ i
� 14
� WA
TYP.
REAR ELEVATION
m-6' BUTTERFLY METAL LATH o WINDOW CORNER5
I er
_ jDes�$n
wNUwvw, r—lw
PH: 407-7746078
FAX: 407-774-4078
www.abAesigngroup.com
AA N: 0003325
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SILVERADO
LOT 20
BLK 1
PROn=T#
04128.000-20001
MODELA
4EGB
"GALEN"
GARAGE 99MMG:
LEFT
PAGE:
WALL
ASSEMBLY
LEVATIONS
150 MPH EXP. B
D TM 11/07/16
8CALS 1/4"=1'-0"
8*111cm
4C.
LEFT ELEVATION
RIGHT ELEVATION
A R C N I T R C T S
Gram i In
Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroup.com
AA M: 0003325
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W
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LOT 20
BLK 1
PROJECT*
04128.000-20001
MODS%&
4EGB
"GALEN"
GARAGE 81rMG:
LEFT
PAGE:
WALL
ASSEMBLY
LEVATIONS
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
g 1
DA� 11/07/16
SCALE: 1/4"=1'- 0"
Isiam
5C.1
r-------FIRE
� DRA STOP �
3/4' &JI5
FLOOR 2X4 NAILER
PRE-EW FOR DRAFT
FLIP TRIU55 STOP
ELEV. VIEW 9I
PRE-EW- FLR TFAW 1'�I
3/4' PLYUIOOD
DRAFT STOP
1
1
PRE-EN6. FLR. TRUSS
2X4 NAILER FOR
DRAFT STOP
3/4' PLYWOOD
DRAFT STOP
PLAN VIEW
DRAFT STOP
DETAILS
FRAMING PLAN
GGA 06/01/15
A R C R I T E C T 5
6
Des"
Inc.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774 6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
W
R
a
0
w
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4
F
9L78DIP. AC =AT:
SILVERADO
LOT 20
BLK 1
PROJWT
04128.00 -20001
KoaEX.0
4EGB
"GALEN"
GARAGE 811MG:
LEFT
PALM
FRAMING
PLAN
50 MPH EXP. B-CCA
DrRMKT
w11/07/16
19CALM 1/771'-0"
8FL7l:ffiT
6
TR1S5 TO DBL STUD
TRUSS TO 4X4 POST W/ NT5-20
W/ (2) MTS-12
POST TO BLK NTT-4 DBL STUD TO TRU55 M5TA-36
m m m n
.��Am
00,
GJI
GJ3 II II III III -III III II II III yII III 011 _II II GJ3
CJ5 = Q I Q Q Q I Q AI II II Q I Q I Q QI Q QI — GJ5
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III II —
11 II II II II II II
II I) II
RI I
ow
II II II II II II xFV = __
r _ II II Ilk, III
_ = II II II II I� II II II II II — —
LL—
GJ5
TRU55 TO 4X4 P057 II II II II II 4<<� II I�
(2) MTS-12 = _ — — MVKb — III I II II II CJ3
P05T TO BLK. NTT-4 II -4
4.]3H—
= _
= +-k-
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w u u 3 a
m �
TRU55 TO DBL STUD
— W/ NT5-20
DBL STUD TO TRUSS MSTA-36
TRU55 TO 4X6
POST (2) MT5-12
P05T TO BLK
NTT-4
ROOF FRAMING PLAN
GGA 06/01/15
A R C H I T E C T S
6
r%aVGS'�11
Grou ���.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774AO78
www.abde igngroup.com
AA S: 0003325
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04128.000-20001
AEODulu
4EGB
"GALEN"
GARAGE EITIMM
LEFT
"'ROOF
FRAMING
PLAN
50 MPH EXP. B-CC
ARCFFECT-
STA�OF��A
p 016
ROIAPD A ABOUCHACRA
AR NO 93723
I11/07/16M 1/4"=1'-0"T %
CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-18
1400
(1) 10d x 1 1/2' ]-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 12d ' - NO I6OPTION)
(2) META-16
1985
(2) HTA 16-18
2800
(I0) loci x 112' I -PLY, (USP: ll0) loci x 112'1
19M
(14) I6d 2-PLY (USP: NO 16d OPTION)
WETA-16
1810
HTA I6
1615
(9) 11 x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
14ETA-20
1510
HTA 20
1615
(5) Od x 1 1/2' I -PLY, (8) II 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
>-
ft�
Z
(2) WETA-20
2035
(2) HTA-20
3110
(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
2500
(I?) Ibd 2-PLY (USP: NO U3d OPTION)
O
LGT-2
2150
LUGT-2
IS15
(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d
0
DETAL-20
24M
NO USP CONVERSION FOR SIMPSON DETAL-20
(18) - 10d x 1 1/2, 1 PLY
MGT
3965
MUGT
4000
(1) 5/8' ATRR IN HIGH STRENGTH EPDXY (MtN. 12' EMBED), (22) 10d TO WOOD (USP: (26) 10d TO WOOD)
HGT-2
1098o
HUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10ci TO WOOD (U5P: WOOD (8) 10d)
HGT-3 +
IM30
HUGT-3
5365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED). (IS) Nod TO WOOD (USP: WOOD (5) 10d)
LGT3-SDS25
3285
LUGT-3
5330
(12)SIDS I/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN WO TO WALL (USP: CONIC. (4) 3/8' X 5' UIEDGE BOLT, LLOOD (12) UJ$25
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) lod x 1-1/2' (U5P: (10) 101d x 1 1/2'
VGT
4540
NO U5P CONVERSION FOR SIMI VGT
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' / 2 PLY
MTS-12
low
MTW 12
15%
(14) 10d x 112' (USP: (14) loci x 1 1/1', (14) IOd)
HTS-I6
1150
HTW 16
1660
(I(o) 10d x 1 12' (USP: (16) 10d x 1 1/1', (16) 10d)
HTS-20
1450
HTW 20
2045
(24) 10d x 1 1/2' (USP: (24)10.1. 1 1/2', (20) 10.1)
HTS-24
1450
HTW 24
2045
(24) IOd x I V2' (USP: (24) 10d x 1 12', (20) 10d)
LSTA-12
'325
LSTA 12
51m
(10) 10d USP: (10) Nod
LSTA-IS .+
I235
LSTA IS
1360
(14) 10d U5P: (14) IOd
MSTA-IS +.
1315
MSTA-18
1315
(14) 10d USP: (14) 10d
(n
M6TA-24 ..
1640
MSTA-24
1150
(16) loci USP: (18) Nod
CL
MSTA-30 ++
2050
MSTA-30
2140
(22) 10d USP: (22) Nod
MSTA-36 .
2050
MSTA-36
2525
(26)10d USP: (26)10d
F-
MSTI-36
3800
KSTI 236
3o90
(36) 10d x 1 12' USP: (36) 10d x 1 1/2'
MSTI-48
5065
KTSI 248
4250
(48) 10d x 1 1/2' USP: (45) 10d x 1 12'
H6
550
LFTA 6
1595
(8) Sd TO PLATES, (8) Sol TO STUDS (USP: (16) Sol x 1 12', (16) 8d)
6P4
ass
5PT 4
545
(6) loci x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
355
MP 34
410
(4) 86 x 1 12' i0 BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 I2' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
WHOP 2
1010
(12) Nod x I V2' USP: (10) 10d x 1 12' TO TRU55, (10) 10d X 1 12' TO PLATE
HIOA
1340
RT 16A
2180
(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
lib)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NITSAUASHER2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 W015
4940
TDX 10
5110
(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
USP: 1/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/S' THRI-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(U 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000
PAU 66
2535
13515
!U 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)1bd TO WOOD USP: SAME AS SIMPSON
0
LTT19 ..
134V
LTS 15
1205
W 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC„ (8ACd i0 WOOD U5P: SAME AS SIMPSON
w
S
LTT206 ..+
1500
LT5 20B
1105
(1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (IOAOd TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-12'
(„)
Z
HTT4
4455
HTT4
4465
(I) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONIC. (18) SD40 x 112' (USP: (20) I6d X 2-12')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 1-12% (201 I6d x 2 12'
Q
HTT5
5090
HTT5
5430
(1) 5/8' AS.R IN NIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONIC„ (26) I6d X 2 12' (U5P: (20) 16d X 2-12')
USP WAS MORE NAIL OPTIONS: (25) 11 (28) 10d x 1-12', (29)) I6d x 2 1/2'
HHDQII-5DS 25.
11010
UPHD Il
12o90
(U P ATR IN HIGH STRENGTH EPDXY, (MR 10' EMBED.) IN CONC„ (24) 5DS )l' x 7Ni' WOOD 6CREW5 (USP, (24) W53 WOOD SCREWS)
WD15
6645
TDX 10
5110
(U 1/6' A.B. IN HIGH STRENGTH EPDXY, (MIN T EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
V)
MBHA 356A125
3415
5330
NFM35X12U
3165
1130
SIMPSON, (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM. TOP, (U 3/4,
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM
U5P: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W 3/4' DIA ITW
RAM9ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
W
0
HUSC412 (WOOD)
3635
2660 (FLR)
HU54121F
3060
2530 (FLR)
10) I6d TO HEADER (0) I6d TO WOOD USP: SAME AS SIMPSON
3265 (ROOF)
3225 (ROOF)
Z
Q
14UC410 (CMU)
1810
5005
H0410 IF
1905
3115
(15) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) 1/4'. 3' W53 SCREWS, (10) 10d TO WOOD.
=
HUG210-2 (CMU)
1810
5085
HD210-21F
190ri
3115
(I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) t0 CMU. (10) loci TO WOOD: (U5P: (18) I/4' x 3' U153 9CREW8, (10) loci TOWOOD
HUC210-3 (CMU)
1810
4000
HD210-31F
1905
3115
(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) t0 CMU. (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (I0) 10d TO WOOD
LGUM26-2-SDS
1430
5585
NO USP CONVER51CN FOR SIMPSON LGUM26-2-SDS
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' 5DS SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 51MILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
PR+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
IOR TO INSTALLATION.
V)
• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
W
F-
O
A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONVECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE MITTEN APPROVAL FROM THE ARCWITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'NIGH WIND -RESISTANT CONSTRUCTION C-HU109, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-SAS-2012.
SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 .12
10'-O' AND OVER
TWO STORY APPLICATION DOILN STAIRS
51ZE
CLEAR SPAN
DBL 2 x 6
UP TO
DBL 2 x 8
V-0' TO 6'-4'
DBL 2 x 10
V-4' TO V-0'
DBL 2 x 12
8'-0' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
8'-0'
U.N.O.
4'-II 1/2'
AND UP
I
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 x 12
("2 5YP)
VI6' OSB
NAIL (3) 12d v Fi'-8' O.C.
TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY 6IMP50N STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MT5-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4_ REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES,
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES A EA,
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU65 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 UJALL STRAPS 4
DETAILS.
r-ANCN IT E C T 5
6
Design
Grou 1.�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abde igngroup.com
L AA N: 0003326
F
W
h
W
0
a
W
0
!E-F
0
x
SVSDIV. de LOT:
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
moDura
4EGB
"GALEN"
GARAGR BAWD:
LEFT
PAOM
CONNECTOR
SCHEDULE
%150 MPH EXP B
ARCHRECT-
STATE OF FLOPQ
DA 11/07/16
EICA m 1/4"=1'-O"
e*fr.=
7 .1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
—e
RSV OUTLET
W AYIP SNGLE POLE
IWv OUTLET
110V OUTLET
oUtLET "RED
Nro
DHTGHIX
Gil
110V OUTLET
EOIl9ED WGI@m FAU
(TAr1PER
Rmist'TEI2
REs1erANr TYPE>
220V OUTLET
141 Oft CQt9TCTK
GFI
OUTLET"
UTLE
T
wflemonm
SWITCH
SWTCH
3•WAY OPEN
S4
WATCH
4-WAY OPEN
I-1 %0
41e.LL YbWIED
�
LKa4lf
CEILING LIGHT
VP
�APORLXiur PRDOP
�O\
RECESSED CMI
�_
WALL BC.QCE
PRE-wr>ED
VENT. FAN
I CR1 PER BQ R.
VENT. FAN
IWLK T
I CR1 PER 82 FT.
y
�TTT
FTO
(SI°EC*'B TOO BY
ILDE
FLUORESCENT
2-&SILO W@AP
AROIlD
2' MaJORM801INT
� _ _ _ � 4• FLucasacETlr
.�-� a• iTCACK LXMT
0 PANEL
METER
SD.
WALL MC T
BTTOKE DETECTOR
BAn. emc-In
11LEiA6PjygE
CAIm01I MONOit
aloica ceTecR'
GLT1a0
Dan. eaa-Ir nv
NTE/¢ fcOMEGrED
SHALL <x A DISTANCE
OF NOT LESS TH 4'
Mr 15.1—
PDIDANT LIGHT
�11��
NATURAL
II/
.
tELERIQE JACK
U.H
WATER tfATT
DIaCONNECT
to EE ELEVAIab
I N. I 1ELEVISIDN JACK
LJ CELLNO DO%REaI
TO DE 91aTORIED N
O J-DOx ACCOI®ANCE ILA DOx
MARKED AS SUCH FOR
O Dox
r0 eE a11PFOR1® N
CEILNG FAN,LK�Nf ACCORDANCE WI Dp f
MawcED es SUCH FOR
ROOD LKJIT
KP �'bEaAVTr
KEYPAD
PD. Pl1aN-DUnON fi•OI2 CHR$B
--�� uae PGRr
VOT
LOCATION OF TV JACKS 4 PHONE OUTLETS I
FANS TO BE VERIFIED • WOMECUNER
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 • 15LANP (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
MISO13 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 12014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBGR 5TH ED (2IDI4I,
/
A
Cam.
BOLLARD
As REa.
PER BLDG.
CODE
METER
FIELD
VERIFY
LOC.
IRRIGATION
OUTLET a
48' A.F.F.
PATIO
C¢I —
ROOM
PRE -WIRED
CLG FAN
1
1
>SW12 NL.
lkcl
ITCH IN
GFI CABINET 1
W
III
II Y
II ® m
II
I�
Cgs
GFI OUTLET F 1
FOR DW OpT I
KITCHEN ,REr I
PAN.
PWDR.
17
ku
li
1
I ®11
.
PRE -WIRED
GARAGE
U
S/COI
GLG FAN
DOOR
II
FLEX
FOYER
KEYLESS
/
FIXTURE
GFI
GARAGE
-
DOOR
.1 _-�-
PREWIRE
Re. FOR
CHIMEUP I
1
�{
I
PORCH
FIRST FLOOR ELECTRICAL PLAN
HOOD WIRE W/
OUTLET FOR
FUTURE MICRO.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
G coce' )
HOUSE PLAN: MODEL GALEN"
LOAD INFORMATION
VA
2a32 SQ PT GENERAL LTGHTDTG X 3 VA PER SQ PT
129a
2 2D Ale APPLIANCE CHtCUI•P AT 160U VA EA
30DD
1 LAUNDRY CIRCUIT
1000
1 RANGE AT NA— PLATE RAT-G OR COORIOP/OVEN
1E000
1 RATER HEATER
a600
DOHRA3HER
1200
1 CLOTHE& DRYER
3D00
I DISPOSAL
wo
t MICROTIAVa
laDD
1 REPRR:EBA•IOR
I200
SUBTOTAL OP GENERAL LOAD
3Ta9a
P T` 10 XVA OP GENERAL LOAD AT SOOa
1000D
eEMADTDax o GaNR1AL LOAD ATx soa9e v :.
ume
TOTAL NET GENERAL IUAD
210T8
3.6 TON HEAT PUIe (M/ 5" E16RGENCY REAT STRe)
21 Alex a- VM
3.a TON coo—O SYSTEM - AMP : z- v
eaoo
NET GENERAL LOA
21078
NET TOTAL —AC
9a00
TOTAL LOAD
308Y8
CALCULATED LOAD FOR SERVICE
3ED VA/av- t29 AMP
0SRVICE
9T•RAST C5E MHVAC IAAD
USED POR CAI vuvoxs`
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS:
14283 VA
3000 VA a 10096, REMAINDER a 35%
NET LOAD:
6,949 VA
RANGE: 12000 a 10%
8,400 VA
DRYER: 5000 a 109.
3500 VA
TOTAL
18,84E VA
NEUTRAL AMPACITY: 18,489 / 240 - 18 A
a2 AL MINIMUM NEUTRAL CONDUCTOR.
PROVIDE 3 al CU, I % CU GND 2" CONDUIT OR PROVIDE
3 a2/0 AL, 1 a4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
150 AMP ELECTRICAL RISER
NOT TO SCALE.
COMBINATION SERVICE
DISCONNECT SWITCH AND
GENERAL NOTES:
M
ELECTRIC METER IN
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
15CA/21-
B. ALL CONDUCTORS SHALL BE TYPE THIN/THWN UNLESS
MCB
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 19 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
a210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOU)
VOLTAGE CONNECTIONS
150 AMP
P/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 a4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T S
el
rrDesigr. n
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
W
h
x
O
4
U
0
F
A
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2
N
118
EtUDDIV. & IAoT
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 -20001
MODZLa
4EGB
"GALEN"
GARAGE swING:
LEFT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
ARCHRECT'.
STATE OF FLORIDA
p 216
ROLAND A CRA
AR NO 93723
DA 11/07/16
BCAm 1/4"=1'-0"
SIimuff
8
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
+-1
125V CUTLET
20 MP SNCaLE POLE
II&V OUTLET
IIOV CUTLET
Vt OP gMEt WIRED
TO 9W TC11
C*"
IlVV OUTLET
�Rw WKrao FdLL
NTER4'fER (TM
REE181ANT TYPE)
22EN OUTLET
-WFa: COMIECTKN
-�}- 1LL7�e,
-t]- c
ID T. WATERPILLOOF
OUTLET
filiblND FANLT
MUFM PIER
SWITCH
.1.
3-WAY OPER
$4
SWITCH
4-WAY OPER
0
LLWLL i•IOINTED
L.
CEIL— LIGHT
VP
V P�YJF
\o\
'
RECESSED CAM
WALL ECRCE
PFE-UIIFieD
eVENT.
FAN
I CR1 PER $Q FT.
VENT. FAN
OVLI-IT
1 GRt PER 8 FT.
1— FDOUE
(SPEL'S TDD BY
2-euLe ~
v`XT
.uava
� _ � r FLuoleexmrc
� _ _ _ � 4• FLWDREecENr
4' TRACK LkiHf
0 PANEL
METER
EIAT♦. e4ac-u.
• S.D. encxE DETECTOR �
SD. WALL MDETEC 69TT SAIX-UP
BM01.'E DETEROR YLtlA�
DE2GTOR UTTER-CMEGTED
SMALL as A DI*TN
OF NOT — THEN 4'
I N.I TELEVI6IGN JACK
�J CEiLNG EOX OUIREL
TO aE 9UPPORIED N
O J-COX ACCOImANCE UV EOX
HARKED m Elr�i wR
M i
C IL i6 �px IREL
TO EE lUPTiOR1ED N
CEILNG FYULKiNT MARKED
4V a0%
MAFd�ED !$ CiCH FOR
3PECTINi
R-OW LKWT
oPr. eEcuwTr
Kewm
�` PD. PUSN•EUTTON FOR CHMEB
USD PORT
LOCATION OF Tv JACKS 4 PHONE OUTLETS 4
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI 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
MI5013 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 PROvISICN5 OF
FBCR 5TH E(2014).
ALL RECEPTD ACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
BDRM.#2 I I 7 BDRM.#3
I
PRE -WIRED PRE -WIRED FIRE -WIRED O
CLG FAN CLG FAN
BDRM. #4
zQ
\ 999'''ppp 5^D I
WALL MOUNTED - - - - -
Tr - ...
s)co �-� \� _ LIGHT WJSUIITGH
ATTIC
_- - GFI
5)CO LAUN.
J (r t T --- \� I ,Q I — �c
�J CFI___ — i i r-- OPT. Ir OPT. l
D. W.
c)
BATH #2
M� I
r� WAX \ j I�r91\RA141
LJ �
J
i
PRE -WIRED
CLG FAN
- -
OWNER'S
SUITE
BATH
SECOND FLOOR ELECTRICAL PLAN
A R C H I T E C T S
71
GDesin
rou
LONGWOOD, FL32750
PH: 407-774-8078
FAX: 407-7744078
w .abde lgngroup.wm
AA #: 0003325
i
y
a
Chi
W
O
R
a
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0
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I
I
ISUSDiv. & LOT'
SILVERADO
LOT 20
BLK 1
PIROJECT
04128.00 —20001
ALODRU
4EGB
"GALEN"
GA3 AGE 87►IING:
LEFT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
ARCHITECT' -
STATE OF FLORIDA
20
DA11/07/16
SCAM: 1 /4"=1' — 0"
skim=
9
HVAC NOTES
L ALL P IMM44N CAL EOOFFW IMJL I E PROVDED WITH PROPER CLEARANCE, POR SORV1CN26 Pot
1 ALL DUCT SYVr" NSTALLED N NON-OOPDI1I01® AIIIIIIIIIIIII AN&L of COr6TAYCM Of A VAUD
OF NO LESS TWID4 RI RAIN& ALL OEAI"b SMALL OE SEALED RAW GLASS Aft 4 FL4 M AND
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SCALE: V2'•I'-O'
2X4X4' SECURE TO TRUSS W/ 3-12d
O.G. HAX TYP.
2X4 SECURE TO 2X4 BLK W7-12d
SECURE TO BLK W/ META-16
2X4 SECURED TO
GABLE END
W/(2)I24•EA UPR*WT
2X4 SECURED TO
2.4 BLOCKING
L-30 EA. EA RAFTER
RAFTER
P2B EA
RAFTER
2.4 RAFTER
24' O.C.
4
FRAMED OVERHANG
NTS.
PRE-ENG TRUSSES W/TRU55
CONNECTOR VERIFY UV
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS • IS- O.C.
HAX
HEADER SIZE PER SIMP5ON LSTA-12 • EA JACK
SPAN CHART. STUD, BOTH SIDES OF
OPENING,
2. STUDS a 16' O.G. MAX W/
SHEATHING. SHEATHING TO BE
DOOR/ WITHIN }' OF WINDOW/ DOOR
WINDOW OPENING AND SECURE PER
OPENING FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPA! CHART FOR DETAILS
AND SPECIFICATION)
7 _ JACKS (SEE HEADER SPAN
IFT,SPECIFICOATTION) AND AILS D
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
I FROM EACH END 4 NO MORE
!L THAN 12' O.G. STAGGERED
SP4 OR H5 • TOP AND
BOTTOM PLATES • EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
4"
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
. _ SHEATHING MUST NOT
j BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
PENING WD FRAMED (W/FLOOR TRUSS)
SCALE: V2'.I'-O'
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE ,/16' OSB. OR VI' CDX PLY WITH '8 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND '8 RING SHANG CAN NAILS AT W O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE '5 G N NAILS • 4' O.C.
EXTERIOR SHEATHING
USE 1
/16, OSB. OR V2' PLY WITH '8 RING SHANK GUN NAIL 9 AT 6' O.G. AT
SHANK GW PANEL SIDES AND 'S RING NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND '8 RING SHANK GUN NAILS At 6' O.G. At
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED 45 AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIRE" IENT5
SIZE HEAD LENGTH DIA TENSILE S TOP CORD BLOCKING AT 4'
8d ROUNDiTODIFIE 2 3/8, .113 1,0,0m0 O.C. MAX IN FIRST 2 FRAMING
OR T
NOTE: NAILS TO BE MF- BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATIONCH 1. 0.113 INNOMINAL SFIANK DIAMETER
'012V
3. 16 TO 20 RINGS PER INCH
4. 02W INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
ROOF 5HEATHING LAYOUT
�� AND ENDWALL BRAGING
EXTENSION ® OPT SERVICE DR. / I11NOT USED FOR GABLE END FRAMING
SCALE: IR'. i'-0' V
SPADES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHNG -�
LBUILDING LENGTH __>c•
STICK BUILT WALL DETAIL
1 NTS.
SP8 • EA STUD TOP 4
BOTTOM
PRE-ENG TRUSSES WrtRU56
CONNECTOR UP TO -10"
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 • EA JACK
2x8 STUDS • 16' O.C. MAX W/
SHEATHING SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.G. STAGGERED
WINDOW SILL W/CRIPPLES
16. O.C.
}' D14 ANCHOR BOLT
AT W ' O.C. MAX WITH ,'
EMBEDMENT AND 2'
DIA WASHER
SIMPSON MSTAt-24 • EA
JACK SECURED WI(3)
Y4' X I
3/4' TAPCON5 TO CMW/MIN. 2' COVER 4 2' APART
2X6 P.T. BOTTOM PLATE
WINDOW OPENING
(& 2—STORY WALL
r� sNa,K oun Hays . a• o.c.
�B CM EDGES
j
i
IJ
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS PROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENINGS
,—
PRE-E
TRUSS
,/16' OS$.
2X4
BTM.
PLATE
2X4 DBL. TOP PLATE
2X4 STUD 16' O.G.
,/16' OSB.
V2' AM W/ MIN.
,'EMBEDMENT
LOCATE W-8' PROM ENDS
AND 32' O.G. MAX
TEXTURED FINISH
MTS R
META-V.
32' O.G. MAX.
8' CFXI WALL
PRE-ENGINEERED
TRU55
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2'.I'-D'
A
SECURE 2. TO BLOCK
W/ (2) ,l' TAPCGNS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. t }') o
WITHIN 8' CF EACH,
END AND 18' OG. MAX '-�' m
SPACING.
OSB. SHEATHING OR
}' CDX PLYWOOD
2x4 BLOCKS
�
I
aaEcmr
7R_�CMWALL
-'--
6 ARCH WINDOW FRAME A SECTION
SCALE: V2'•I'-0'
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
'8 2' DECK SOWS • 6'-8'
OL. MAX • EDGES 4 12' OC,
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4'T4G 51.0-FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -END TRUSS—
DBL. 2X TOP PLATE
2X BLOCKING
TOP OF
2X STU05 w O.C. MAX.
2X BTI-I. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED s
FLOOR TRUSS
2X4 • TOP
4 BOTTOM CCNT.
META-16
BLK WALL
0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO OSB.
O HORIZONTAL 2X $.PF. STRUCTURAL BLOCKING AT
PERIMETER OF CAB. TO PROVIDE CONT. NAIL PATTERN
O3 REMAINING AREA TO BE SHEATHED FROM DEL TOP
PLATE TO HORIZONTAL BLOCKING
® SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
OS INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
9GALE: IR'.I'-0'
6
Design
Grou ln�.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA M. 0003326
F
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SUDDIV. & LOT:
SILVERADO
LOT 20
BLK 1
PROJMT#
04128.000-20001
II[ODBU
4EGB
"GALEN"
C1ARA0ffi 91rMi
LEFT
PAOM
MISC.
DETAILS
150 MPH EXR B
ARCHrrECT-.
STATE OF FLORIDA
0
FMAWITZ": 11/07/16M 1/4"=1'-0"T
2
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
A R C H I T E C T S
FIBERGLASS SHINGLES
PER FBCR RW52.1 ON J'
TRUSSES WHERE 'X' BRACIN
OVER 030 FELT PAPER
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
0.5.5. SHEATHING OR �' COX
15 PRESENT
RS052.1 ON a' O.S.B.
IS PRESENT
INSTALLED PER FBCR
PLYWOOD SECURED PER
R9052.1 ON �' O.SB.
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
SHEATHING OR }' CDX
PLYWOOD SECURED PER
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's m EACH TRUSS
DeSi Il
Grouine.
FASTENER SCHEDULE SEE ENERGY CODE FORI"I5
2x4 OR 2x6 SUB -BAND I, 0.
PER ELEVATIONS
W/ (2) 12d's m EACH TRUSS
2x4 OR 2x6 SUB -BAND o'
TO BE INSTALLED m MID. POINT OF
PRE-ENG TRUSS FOR INSULATION R-VALUES
VENTED ALUM. SOFFIT off
TO BE INSTALLED m MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' O.G. MAX.
BUD.P.T.
7
IX2 W/ MTL. DRIP EDGE 1 GYPSUM BOARD OR I' HIG
STIFFBACK AT ALL UPRIGHTS
POINT OF TRUSS SPAN, OR
10'-0' O.G. MAX.
VENTED ALUM. SOFFIT ON.
--
SEE ENERGY CODE FORMS
GWOORONALDRL327
NGWOOD, R32760STRENGTH
CLG. BOARD
OVER 4'-10' HIGH (SEE
STIFFBACK AT ALL
FOR INSULATION R-VALUES
PH: 407-77460782x4
OR 2x6 SUB -BAND
SEALED ENG. FOR SIZE :
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-10'
'GYPSUM BOARD ORwww.abdesigngroup.com
L144i.
FAX: 407-7744078PER
ELEVATIONS GONG. FILLED LINTEL BLK W/
CONDITION.)
FOR INSULATION R-VALUES
NIGH CSEE SEALED ENG.
HIGH STRENGTH CLG,
0003325
ALUM. SOFFIT CI) "5 REBAR CONTINUOUS
O.S.B. SHEATHING OR I'
FOR SIZE 4 CONDITION.)
BOARD
I1-0" PRECAST LINTEL
EMBED. STRAP VERIFY W/ TYP.
TRUSS PLAN oH_ SEE ENERGY CODE FORMS
b
COX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
g GYPSUM BOARD OR }
HIGH STRENGTH CLG,
BOARD
J. O.S.B. SHEATHING OR
r
COX PLYWOOD. ATTACHED
2x4 NAILER
2x4 m 24' O.G. m INTERIOR
FOR INSULATION R-VALUES
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
WINDOW ATTACHMENT AS
1/5' THICK, 3 COAT
*5 FILLED LINTEL BLK W/
"5
ON SHEET D5
5/a THICK, 3 GOAT
PER MANUFACTURES
PORTLAND CEMENT PLASTER
(U
(1) REBAR CONTINUOUS
1/8' THICK, 3 GOAT
GONG. FILLED LINTEL BLK W/
PORTLAND CEMENT
SPECIFICATIONS
OVER EXPANDED GALV'D
SEE ENERGY GORE MS
PORTLAND CEMENT PLASTER
(1) "5 REBAR CONTINUOUS
PLASTER APPLIED
METAL LATH ON FORTIF15ER
FOR INSULATION R-VALUES LUE5
OVER EXPANDED CALVED
DIRECTLY TO MASONRY
PRECAST SILL
JUM50TEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
(1) 05 REBAR VERTICALLY
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
W/ GONC, POURED CELL
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
lx2 P.T. FURRING STRIPS
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
m 16' O.C.
WEEP SCREED
PRECAST SILL
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
'
8'CMU
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP SCREED
(1) "5 REBAR VERTICALLY
1/2' GYP. WL. BD,
SECURE GABLE TO 2x6 P.T.
W/ GONG. POURED CELL
(SEE DETAIL 2)
W/ GONG. POURED CELL
w 1
WOOD BASE
PLATE W/ 12d's 8' O.G. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
z a
® 16' O.C.
PLATE W/ 12d's 6' O.G. MAX
m 16' O.G.
SECURE 2x6 PT. PLATE TO
8CMU
I
SECURE 2x6 PT. PLATE TO
BLK W/ }'xV ANCHOR BOLT W/
I/2' GYP WL BD
BLK W/ 'x9' ANCHOR BOLT
8' CMU
w
w
a
a
C
_LL
2' WASHER SET IN SIMPSON W/ 2' WASHER SET IN SIMPSON 1/2 GYP. WL. ED.
HIGH STRENGTH EPDXY 1' WOOD BASE HIGH STRENGTH EPDXY 1' WOOD BASE
EMBED. MIN. m 32' OG MAX. — EMBED. MIN. m 32' Or— MAX.
5/B THICK, 3 GOAT ° %' THICK, 3 GOAT '-- -- --r--'
PORTLAND CEMENT PORTLAND CEMENT^
PLASTER APPLIED w PLASTER APPLIED c
1—STORY o DIRECTLY TO MASONRY
BLOCK WALL DIRECTLY TO MASONRY L Z� y
1 NOTE:
1—STORY GABLE 1—STORY GABLE PER FBCR'3052.1 - FOR ROOF SLOPES 2:12 TO m
1/16' O.S.B. OR }' GDX W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
TYVEK BUILDING WRAP 1 BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF m
1 SCALE: 3/4'=1'-0' UB
BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
FORTIFIBER SLOG PAPE
SCALE: 3/4'=I'-0' PERMITTED BUT MUST BE PER ASTM D226 TYPE
GALV'D MTL. LATH 11, A5TM D 466S TYPE IV, OR ASTM D 6151 p
115' TEXTURED 9
WOOD FINISH m WOOD olf
CONSTRUCTION E Ye' TO 5/a MID WALL
WEEP 5CREED
2X4: ®
2k4: ®
2k4: CEO
--
SECURE TO BLOCK LU/ III.
TAPCON5 OR DRIVE PIN
SECURE TO BLOCK W/ W.
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/Yi
TAPCONS
'�
(MIN. SHANK SIZE 1415
(MIN. SHANK SIZE .145
OR DRIVE PIN
MIN. SHANK SIZE .145
'. • ' J
MIN HEAD SIZE 300
MIN. HEAD SIZE 300
MIN HEAD SIZE 300
a' CMU
) MIN. EMBEDMENT I Y'
WITHIN 8' OF EACH END 4
MIN, EMBEDMENT I Y')
WITHIN 8' OF EACH END A
MIN. EMBEDMENT I Y4 )
WITHIN 8' OF EACH END 4
.__
la' O.C. MAX 5PACIN(h
IS' OZ. MAX SPACING.
IS' OL, MAX WAGING-
5/8' TEXTURED
FINISH m MASONRY
° cMu
K' DRYWALL
I'X4' OR I'X2' P.T. NAILER
2X6: ®
SECURE TO BLOCK W2-i(.'
TAPCONS OR DRIVE PIN
NOTE:STRUCTURAL 2k MUST
❑ BE ON OUTSIDE I SECURED
® 2Xb:
SECURE TO BLOCK l-&l `'
TAPCONS OR DRIVE PIN ❑
NOTE: STRUCTURAL 2k MUST
2X6:
SECURE TO BLOCK WPIN
TAPCONS OR DRIVE PIN
❑
NOTE: STRUCTURAL 2X MUST
BE ON WT51DE SECURED
THROUGH NON-STRUCTURAL
P.T. OR WX4' MIL SECURE
(MIN. SHANK SIZE .W6
THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145
'
BE ON CUTSIDE � SECURED
MIN. SHANK SIZE .145
iL.' TAPCON MM. I•Y'
WEEP SCREED
❑ TH
THR1 FRAME .EXTEND 1-Y
INTO BLOCK UU 16.' TAPCONS
MIR HEAD SIZE 300
MIR EMBEDMENT 1 Y ,
%, TAPCON MIN kh'
EMBEDMENT INTO BLDDK
MIN. HEAD SIZE •
MM EMBEDMENT I Y')
THROUGH NON-5TRICTURAL
• TAPCCN MIN 1-Y•
MIR HEAD SIZE 300
MIN EMBEDMENT I Y')
EMBEDMENT INTO i%ODIC
OR DRIVE
OR
WITHIN 8. OF EACH END
e•
WITHIN e' OF EACH END #
EMIBEDME4T INTO BLOCK
WITHIN 8' OF EACH END 4
DETAIL ® WOOD T O
SHANK SIZE .145
54AI SIZE
10' OZ. MAX SPACING.
DRY
K' DRYWALL
IS• OL. MAX SPADING.
8• Cral
18 DL. MAX SPACING
8 D�
1$' DRYWALL
MIN HEAD SIZE 300
2XS' =
I-X4' OR I-X2- P.T. NAILER
2X8: ®
If' DRYWALL
2x6
MIN EMBEDMENT I-Y.'
WITHIN 8' OF EACH END 4 10'
SECURE TO BLOCK W/1-i6.'
TAPCONS OR DRIVE PIN
7L`' OS$. X 4' HM
SECURE TO BLOCK WH-V'
TAPCONG OR DRIVE PM
X4' OR Pk2' P.T. NAILER
SECURE TO BLOCK WA-1/4'
TAPOONS OR DRIVE PIN
I'X4' OR I'K2' P.T. NAILER
76,E O.S.B. X 4' MIN.
2
OL. MAX SPACING
(MIN. SHANK SIZE J45
DOOR CASING.
(MIN SHANK SIZE .INK
DOOR CASING
(MIN. SHANK SIZE .145
DOOR CASING
SCALE: 1 I/2' = 1'-0'
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MIN. HEAD SIZE 300
WIT14IN S' F EMBEDMENT ,
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS,
MIN. HEAD SIZE 300
MIN. S' O EMBEDMENT HYEND 4
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
MIN. HEAD SIZE 300
WIN.
ITHIN�B'E� EACHYEND 4
AADOOR TACW O X PERWINDOW
MANUFACTURES DETAILS.
IS' O.G. MAX SPADING.
B' OL. HAX SPACING.
IS. O.C_ MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIN AS NEEDED TO PLUMB JAMB /D0 NOT EXCEED Ys'1
NOTE: SHIN A5 NEEDED
TO PLU•IB JN•ID (DO NOT EXCEED Ys')
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14')
NOTE: SHIM AS NEEDED TO PLU•IB JAM (DO NOT EXCEED )'.')
DOOR JAMB TO BLOCK +3/4 OR +5/4
DOOR JAMB
TO BLOCK +1-15/16"
DOOR JAMB TO BLOCK +T
DOOR JAMB TO BLOCK
+3-7/16"
(_n1 WINDOW TO BLOCK +3/4 OR +5/4
�r1 WINDOW TO BLOCK +1-15/16"
��1 WINDOW TO BLOCK +T
i� WINDOW TO BLOCK
+3-7/16"
-, SCALE:
SCALE: I'.I'-0'
L SCALE: I'.I'-0'
SCALE:
2X4: ®
2X4: ®
2X4: ®
2X4: C93
SECURE TO BLOCK W/ )i(`'
ONO TAPCOR DRIVE PIN
SECURE TO BLOCK W( 1('
TAPGONS OR DRIVE PIN
SECURE TO BLOCK W/ �(y'
TAPCON5 OR DRIVE PM
SECURE TO BLOCK W/Y4
TA I PIN
1pRojwT#
UDDry ae L4o'rSILVERADO
LOT 20
BLK 1
04128.00 —20001
MODEU
4EGB
"GALEN"
GARAGE 87IMM
LEFT
PARSE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
%t50 MPH EXP. B
OR
fMIN. SHANK SIZE .145
(MIN. SWANK SIZE .149
(MIN. SHMK SIZE .145
DRIVE
P. SWANK
(MIN. SHANK SIZE .148
MR HEAD SIZE 300
MIN. HEAD SIZE 300
MIN HEAD SIZE 300
MIN. HEAD SIZE 300
r ARChRfECT:
MIN EMBEDMENT III')
MIR EMBEDMENT I Y')
MIN EMBEDMENT I Y')
NOTE: STRUCTURAL 2X MUST
MIN. EMBEDMENT I V)
STATE OF F•LORIDA
WITHIN 8' OF EACH END 4
el OL. MAX SPACING.
WITHIN S' OF EACH END 4
18. OL. HAX SPACING.
WITHIN W OF EACH END 4
B' OC. MAX SPACING.
BE ON OUTSIDE - SECURED
TWROLIGH NON-STRUCTURAL
IS. O e' OF EACH END �
I8. O.C. MAX SPACING.
2x6: ®
SECURE TO BLOCK WQ-%&
2X6: ®
SECURE TO BLOCK W*46.'
NOTE: STRUCTURAL 2X MUST
4 SECURED
2X6: ®
SECURE TO BLOCK W/1-
�(y' TAPCON MIN. I-Ya'
EMBEDMENT INTO BLOCK
2Xb: cm
SECURE TO BLOCK UM-1/4'
11
TAPCONS OR DRIVE PIN
MIK SHANK SIZE 345
MIN HEAD SIZE 'N
TAPCONS OR DRIVE PM
(MIN. SWANK SIZE J45
MIR DEAD SIZE 300
BE ON OUTSIDE
THROWN NON-STRUCTURAL
W.' TAPCON MIR 1-Ya'
TAPCONS OR DRIVE PM
(MR SHANK SIZE .1"S
MIN HEAD SIZE �'00 ❑
8' cm
Y)' DRYWALL
TAPC," OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROU344 NON-STRUCTURAL
,�
g 01
MIN. EMBEDMENT I Y.')
MIN. EMBEDMENT I W)
EMBEDMENT INTO BLOCK
MIR EMBEDMENT I Y.')
I'X4' OR DO* P.T. NAILER
MIN. EMBEDMENT 1 Y4')
' TAPCON MIN 1-)4'
WITHIN S' OF EACH END
b' OL. MAX SPACING.
WITHIN 6' OF EACH END t
B' OL. MAX SPACING.
5. CMU
WITHIN e' OF EACH END
B' OL. MAX SPACING.
2ND 2X 6E. TO
WITHIN 8' 6 EACH END
IB' OL. MAX SPACING,
EMBEDMENT INTO BLOCK
e, Ct1U
2xa. ® I4' DRYWALL
2X8: ®
K' DRYWALL
I'X4' OR 1'X2' P.T. NAILER
2�' ®
STRUCTURAL MEMBER W/(2Xld
WITHIN 8' OF EACH END a b'
2�' ®
S. CMU
Y' DRYWALL
SECURE TO BLOCK W!2-j(s'
TAPGONS OR DRIVE PM I'x4. OR 1'M' P.T. NAILER
SECURE TO BLOCK
TAPCONS OR DRIVE PM
I' P.7. X 4' MIR
SECURE TO BLOCK W12-V
TAPCONS OR DRIVE PM
TO 5' OL. MAX
SECURE TO BLOCK W/I-V4'
TAPCONS OR DRIVE PIN
Pk4' OR 1'M' P.T. NAILER
(MIN. BHATK SIZE .145 DOOR CASING
(MIN. SHANK SIZE .145
DOCR CASING
(MIN SWANK 51ZE .145
DOOR CASING
(MIR SHANK SIZE .145
I' P.T. X 4' MIR
A. A C�
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MM. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
DOOR CASING
AR NO 93%23
/4
MIN. EMBEDMENT I Y') MIN EMBEDMENT I Y.') MIN. EMBEDMENT I),') MIN. EMBEDMENT I Y')
END DOOR JAMB WINDOW
gAIAGH TO 2X PER ATTACH TO 2X PERATTACH TO 2k PER
WITHIN 8' OF EACH END WITHIN8' OF EACH END WITHIN e' OF EACH END t WITHIN 6'
MAMFAC'NREB DETAILS.
B' OZ. MAX SPACING.
b' OL. MAX SPACING.
MNJFACTURES DETAILS.
IV OL. MAX SPACING.
MIANFACIUREB DETAILS.
MAXEACH
IB' O.C. x SPADING,
X
ATTACH TO tX PER
PRrR
MANUFACTURES DETAILS.
DAm� 11/07/16
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY')
NOTE: SHIM AS NEEDED
TO PLUMB JAMB (DO NOT EXCEEDV)
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY')
NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4')
aCAME: 1/4 =l'-O
DOOR JAMB TO BLOCK +1-1/2"
DOOR JAMB TO BLOCK +2 1/4"
DOOR JAMB TO BLOCK +T
DOOR JAMB TO BLOCK +3 3/4"
aiiEET
D 3
�n� WINDOW TO BLOCK +1-1/2" %� WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" T4WINDOW TO BLOCK +3 3 4"
1J SCALE: 1.0.-0. L SCALE: I'.1'-0' 1SCALE: 1'.I'-0' SCALE: 1'.I'-0'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'B052.1 ON a' O.S.B.
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
0.5.5. SHEATHING OR }'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5,
1/S' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIP15ER 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
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
��FLOOR FRAME
1 SCALE: 3/4'=1'-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
i' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWI5T STRAP VERIFY W/
TRU55 PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS g 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
I' T 4 G 5U5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MPG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG,
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
g 16' O.G.
S' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R0052.1 ON
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBAGK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS g 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's V O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ 51MP50N HTC4 g 24'
O.G. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
'116' 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
LINE
2x4 CONT. g TOP AND BT. OF
FLR TRU55 (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/ TRU55 PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
ri SCALE: 3/4'=1'-O'
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's s EACH TRUSS
ENERGY CODE FORMS
INSULATION R-VALUES
R. GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS g 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
j' GYPSUM BOARD OR J-
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ GONG. POURED CELL
lx2 P.T. FURRING STRIPS
g 16, O.G.
S' CMU
1/2' GYP. WL. BD.
WOOD SASE
FIBERGLASS SHINGLES
OVER •30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON J' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x8 SYP "2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x6 P.T. SYP 02
SOLE PLATE
"5 REBAR g 16
O.G. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN,
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
Y IL z Q
�u
0
WALLS .
SECTION — WOOD
FRAME TO
1 B LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 g EA.
2X8 STUD
' DRY WALL
DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
g EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1)"5
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
lx2 P.T. FURRING STRIPS
g 16' O.G.
8' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
W/6' HOOK s 24' O.G.,
MIN, 24' IN SLAB
2'-0" (MIN.
IN SLAB)
I° °
4' GONG., REINF. W/ 6'x6'
WIAXWI.40 WW"I ON 6-MIL POLY
s _
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED GLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
K (3) 05 REBAR ON CHAIRS
---2 -O -
2x STUDS g 16' O.G. MAX W/
r,' O.S.B. SHEATHING OR }' CDX
2x STUDS g 16' O.G. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 005.2.1 - 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 15 REQUIRED, FOR ROOF SLOPES OF
4' T 4 G 5UBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND
J' T 4 G SUBFLOOR GLUED
4:12 OR GREATER, (1) LATER 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
11, ASTM D 4869 TYPE Iv, OR ASTM D 6151
ON FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
3/4' T 4 G 5UBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET 02
2x4 CONT. g TOP AND BT. OF
p�
FLR TRUSS (TOP 2x4
�v
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T. g
FLR, BT. 2x4 IS FOR WALL
CMU) W/ (3) 12d NAILS g EACH
51MP50N HETA-16 EMBED.
SHEATHING NAILER)
GYPSUM BOARD OR }'
TRUSS
STRAP g 32' O.G. MAX VERIFY
WEEP SCREED
HIGH STRENGTH CLG.
W/ TRUSS PLAN
(SEE DETAIL 2/D3)
BOARD
PRE-ENG FLOOR TRUSS
EMBED. STRAP VERIFY
(INSTALL PER MFG. SPE :5.)
' GYPSUM BOARD OR 7
W/ TRUSS PLAN
GONG. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
s/8 THICK, 3 COAT PORTLAND ND
REBAR CONTINUOUS
GONG. 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
FASTENING DETAIL
SCALE: 3/4' = I'-0'
A N C N IT EC T S
Design
Grou .n..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA M: 0003325
i
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a
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stmDly. ae Lar.
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
M ODEU
4EGB
"GALEN"
GARAGE BIMWG:
LEFT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
r- ARCHRECT:
DATM 11/07/16
EiCAT. 1/4"=1'-0"
ofcm=
4
FIBERGLASS SHINGLES
OVER #30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S.B.
SHEATHING OR 2 CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T, IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM, SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR J'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/0' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALVD
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. 0 TOP AND
BT. OF FLR TRU55 (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
U`11-'�FLOOR FRAME
SCALE: 3/4' = I' -0'
EE ENERGY CODE FORMS
OR INSULATION R-VALUES
' GYPSUM BOARD OR
IIGH STRENGTH GLG.
3OARD
WI5T STRAP VERIFY W/
RU55 PLAN
ANDOW ATTACHMENT AS
'ER MANUFACTURES
,PECIFICATIONS
WINDOW SILL
2x STUDS o 16' O.G. MAX W/
IN5UL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T e G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS-
8' GYPSUM BOARD OR
HIGH STRENGTH GLG.
BOARD
CONIC, FILLED LINTEL BLK I
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
m 16' O.G.
8' CMU
I/2' GYP. WL. BD.
WOOD SASE
OVER 030 FELT PAPER
INSTALLED PER FBCR
R5052.1 ON F O.S.B.
SHEATHING OR Z CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 51,15-15AND PER
ELEVATIONS
VENTED ALUM. SOFFIT
5TIFF5ACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
3.x6' TWRU-BOLTS o 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's S' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ 5IMP50N HTC4 6 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/6' 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. o TOP AND BT. OF
FLR TRU55 (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/ TRU55 PLAN
5/B' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
SCALE: 3/4' =1' -O'
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
IS PRESENT
INSTALLED PER FBCR
R5052.1 ON J' O.S.B.
SHEATHING OR J' CDX
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
W/ (2) 12d's m EACH TRUSS
PRE -ENG TRU55
FOR INSULATION R-vALUE5
P.T. IX2 W/ MTL. DRIP EDGE
I' GYPSUM BOARD OR }'
2x4 OR 2x6 5U8-BAND
HIGH STRENGTH GLG.
PER ELEVATIONS
BOARD
VENTED ALUM. SOFFIT
51MP50N
SEE ENERGY CODE FORMS
5P2 a EA.
FOR INSULATION R-VALUES
1,000" UPLIFT
2X8 STUD
CONNECTOR
J' GYPSUM BOARD OR
DBL TOP
HIGH STRENGTH GLG.
PLATE
BOARD
DRY WALL
DOUBLE TOP PLATE
WALL'
SHEATHING
DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
WINDOW ATTACHMENT AS
2x8 SYP "2
EMBEDMENT AND 2'
PER MANUFACTURES
WOOD STUDS
DIA- WASHER
SPECIFICATIONS
AT 12' O.G. MAX
SIMPSON 5PI
WINDOW SILL
W
a EA. 2X8
2x STUDS m 16' O.C. MAX W/
STUD
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x6 P.T. SYP n
R-VALUES
O SOLE PLATE
(1) COURSE TIE -BEAM
POURED SOLID WITH
J' T 4 G 5U5FLOOR GLUED
W
CONCRETE. (1) 05
AND SCREWED AS PER
(L.4
REBAR HORIZONTALLY
FASTENER SCHEDULE
0-
Q'
PRECAST LINTEL
LU
WINDOW ATTACHMENT AS
U W
PER MANUFACTURES
uSPECIFICATIONS
PRE-ENG FLOOR TRU55
PRECAST SILL
(INSTALL PER MFG, SPECS.)
? "5 REBAR m 16'
J' GYPSUM BOARD OR "
z a w O.G. MAX, IN
HIGH STRENGTH GLG.
w CONCRETE
BOARD
Z POURED CELL,
Ix2 P.T. FURRING STRIPS
p O VERIFY PER
a 16' O.C.
GONG. FILLED LINTEL BLK W/
IL t PLAN.
(AGMU
CONTINUOUS
(1) 05 REBAR1/
O SEE ENERGY
2' GYP. WL. BD.
PRECAST LINTEL
O U
d)W CODE FORMS
(1) 04 CONTINUOUS REBAR
WINDOW ATTACHMENT AS
J } FOR
WOOD BASE
PER MANUFACTURER
Q O INSULATION
SPECIFICATIONS
B m R-VALUES z w
04 REBAR 45' LONG
PRECAST SILL
Q
Q �
•OK 24 O.G.,w
Z
MIN. 24
(1) S REBAR VERTICALLY
W/ CONIC. POURED CELL
If
Q U
2'-0" (MIN.
{
IN SLAB)
Ix2 P.T. FURRING STRIPS
m 16' O.G.
i 5' CMU
z
1/2' GYP, WL. BD.
WALL
o'
I ;
4' GONG., REINF, W/ 6'x6'
WOOD BASE
SECTION —
W1.4XW1.40 WWM ON 6-MIL POLY
_
WOOD
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
FRAME TO j
H2,
TERMITE TREATMENT SHALL BE
LOCK WALL m °
BORA-CARE
U
(3) 05 REBAR ON CHAIRS
A E C N I T E C T S
6
VGS�n
Grou
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77460078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA S: 0003325
w
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SUBDN as LOT
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
bw ZILA
4EGB
"GALEN"
GARAGE BVWG:
LEFT
PAGE:
MONOLITHIC
2—STORY
1—HR WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT
STATE OIF FLORIDA
DA 11/07/16
8CAIM 1/77170"
s*Emw D`t-]
. 1
• Y r Y IT C r T 4
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PM (MIN 64" SIZE145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND I$ -a'
OL. MAX MIN 1-1/4' EMBEDMENT �4
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON Ni
OR DRIVE PIN (MIN SW" SIZE.145 w_
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
OL. MAX MIN I-1/4' BB -EDMEJT
2 X 0 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZE.145
MM HEAD SIZE 300
2X4 90LID BLOCKING
MIN EMBEDMENT 11/4')
SECURE TO SHEATHING W/
e' FROM EACH END AND IS,
MM. 2-Qd PER BILK EA. END
O.G. MAX. MIN I-V4' EMBEDMENT
1/IB' OSB SHEATHING
CMAJ WALL
ARCHWAY DETAIL
rl-"\16" AND UNDER
SCALE V2'.i'-0'
DBL. TOP PLATE
2X4 I6' O.C. MAX.
SECURE 2X4 TO
WOOD WR-12d • 6'-8'
O.C. STAGGERED
.145 MIN HEAD 61M
300 MIN.
EMBEDMENT I w N
e' EA. END NOo T TD
ARCHWAY
EXCEED 18' OL.
MAX
2X4 SOLID
DT. PLATE
BLOCKING SECURE
V2' PLYWOOD -
To SHEATHING WITH
OR 1/16' OSS.
MR. 2-12d PER DI.K
EA END
o EXTERIOR ARCHWAY
V
SCALE: I/2'.I'-0'
0 11W OAS. OR Ig PLYWOOD SHEATHING
O W BLDG. FELT
O3 24• WIDE 26 GA GALVANIZED METAL
FLASHING
MUST ADD DIS10, 36' WIDE AND
AND MUST BE A MN 24' WIDE METAL -
FIBERGLASS SHINGLES
17 P - TRJ66
I/2' CLG. BOARD 4 TEXT.
SIHPSON SP4 2X4 DBL. TOP PLATE
• EVERY 1/2' DRYWALL
OTHER STUD 2X4 WOOD STUDS 016' O.G.
URO ON TRUSS PLAN
2X4 CONT. STRES$
BLOCKING MID -WALL
X4 PT. PLATE
$IMP` J $P4
32' O.C. MAX
112"' A.B. 32' O.C.
T'EMBEDMENT
CONC. SLAB
2 'S's COAT.
1-STORY
6INT. BEARING WALL
6caLE, 1a'.r-m.
NOTE: FOR WALLS WHO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL TOP PLATE
2X4 16' OL MAX
SECURE 2X4 W/ 2-%'
TAPOONS OR DRIVE PIN
(MIN SHAKO SIZE .H5 MIN
HEAD SIZE 300 MIN
EMBEDMENT I Y' W/N 8'
EA END NOT TO EXCEED
IS' O.G. MAX
2X4 • LIC
BLOCKING SECURE
To SHEATHING UAR
MRi 2-12d PER BLK
EA ENr
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAP —CON
OR DRIVE PM (MN SHANK SIZEA45
MN HEAD SIZE 300
MIN EMBEDMENT I V49
8• FROM EACH END AND B'
O.G. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MIN SHAM SIZE.14500
MIN HEAD SIZE 3
MIN EMBEDMENT 1 V4')
8' FROM EACH END AND B'
OZ. MAX. MM 1-1/4'' EPIBEDMEIT
2 X 8 (MIN 2 X 3) 2.3/16 TAPGON
M
OR DRIVE P(MIN SHAW SIZE146
MIN HEAD SIZE 300
1/16. CGS BHEAT14
MIN EMBEDMENT I I/4')
2X4 16' O.C. MAX
8' FROM EACH END AND V
(WHEN OVER Ka' N HEIGHT)
OL. MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN 2-12d PER BLK EA END
==CLOSED VALLEY FLASHING DETAIL
v N.TS.
PRE-ENG TRUSS
DOUBLE TOP PLATE
2X4 CONTINOUS STRESS
SIMPSON BLOCKING MID WALL
$P4 • 2x4 STUDS • 16' O.G. MAX.
EVERY WAN.
OTHER r T 4 G 5UBFLOOR GLUED
STUD AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUD$
SIM1PSON MSTA-36 • 32'
D.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2.4 CONTNNOUS STRE55
BLOCKING MID WALL
2.4 STUDS • 16' O.G. MAX,
U.O.N
1/2' GYP. WL. BD.
SECURE BT. PLATE TO SLA
W/ ANCHOR BOLT W/ 2'
WASHER SET IN SIMP` N
HIGH STRENGTH EPDXY 1'
EMBED. MIN
SIMPSON SPA - 32- OC. MA
(711NT. 2-STORY L.B.W.
SCALE:
ARCHWAY DETAIL
SC
16 AND UPLi
PRE-ENG TaJS5E8 OR
=NV. FRAMED RAFTERS
J' 0.6.5. SHEATHING OR I•
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCURr
BETWEEN TRUSS BAYS W/
(3) 12d'e EACH END
2x DOUBLE TOP PLATE
STUDS - 16. O.C.
MTS-Q • EVER STUD
2X4 BT. PLATE
DORMER
8
ATTACHMENT
SCALE: 1- 1 -0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
02-12d8 6'-8' O.G MAX
1/0' TEXTURED FNIS44
1/16' 050 SHEATHING
2 X 4 IG' O.G. MAX
(WHEN OVER IG' IN HIEGHT)
2 X 4 (WHEN OVER W' IN HIEGHT.)
I/4' TEMPERED MA5 SITE
GLUE (NAIL W/8d'5 8'-12' O.C.
F NEEDED.
2 X SOLID BLK'G • ARCH
SECURE All-Qd EACH END
ATTACHMENT PER
MIANIFACTURER'S SPEC-8-
MTL WOW FRAME
NOTE : NO GAP • WOW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
A CUTAWAY
SCALE: V2'.I'-0•
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN 5144NK SIZE.145
MIN HEAD SIZE _NW
DI'¢ MIN EMBENT I V4')
6' FROM EACH END AND 18'
EXISTING BLK AS,
O.G. MAX MIN 1-V4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/6' TEXTURED FINISH
OR DRIVE PIN (MIN SWANK, SIZF-145
MIN HEAD SIZE 300
1/16. 055 SHEATHING
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 10'
2 4 W' 00. MAX
O.C. MAX. MIN2I-V4' EMBEDMENT
(WHEN
X4 OVER Ka' IN HEIGHT)
2 X 4 !WHEN OVER W'
2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON
16, IN HEIGHT.)
OR DRIVE PM (MIN SHANK SIZE.145
MINN HEAD SIZE 300
MIN EMBEDMENT 1 V4')
2 X SOLID ISM* • ARCH
SECURE W!1-Qd EACH END
8' FROI'1 EACH END AND 10'
ATTACHMENT PER
O.C. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S SPEC'5.
MTL WDW FRAME
V4' TEMPERED MASOINITE
MOTE: NO GAP • WOW FRAME
GLUE 4 NAIL W/8d'S 8'-12' OG-
TO EXCEED 1/4'
F NEEDED.
ARCHWAY DETAIL
Kn1 CUTAWAY
L SCALE: IR'.1'-0'
ASPHALT SHM6LES OVER
W FELT ON 1/16' OSB.
PRE-ENG GABLE TRUSS
SIFF STIFFBACK
(SEE 5EALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
COAT. 2,4 SPF RAT RN '
SECURED W/ (2) Qd'a •EACH
TRJSnS
(2) 2x4 4 S.YP. DIAGONAL BRACE W/ (3)
12d's r EACH TRU55 (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
I' GYPSUM BOARD OR }'
HIGH $TRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO
TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-O' TO 30'-V (U X-BRACE
TO 69>'-0' (3) X-BRACE (1) X-BRACE s CENTER AND (2)
BRACE DIVIDED EGUALY FROM CENTER TO END
��1 GABLE X-BRACING
SCALE: V2'.I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER S1ZE
MN. (3) QR d NAILS O
MIN. (4) IOd GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d O NAILS R
MIN.(4)10d GUN NAILS
NO NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRU$S MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG. TRUSS-
4LTERNATE CONNECTON 10 CONV. FRAMED ROOF
MISTA-24 RAFTER TO BLK'G SCALE: Vt'•I'-0'
BETWEEN TRUSSES
0'-0' TO 30'-0' (V 'X' BRACE
30'-1' TO 60--0' (3)'X' BRACE
(I 'X' BRACE • CENTER)
(2 X.
BRACE DIVIDED EOUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
�30 FELT ON T/I6' OSB.
(2) 2X4 -2 SYP DIAGONAIL BRACE �
W/ 3-12d s EA TRUSS ( DIAGONAL. BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BRACING
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD EN , PACK FOR
SIZE 4 CONNECTION)
1/16' 065 SHEATHING —
USE Sd NAILS AT
4'— EDGE 4 6- — FIELD
2X4 W/ 3/8' X 5 LAG :32' O.C.
OR 51MPSOW MISTA-24 32' OZ.
SHEATHING NAILING TO BE
O.C. IN FIELD
4' O.C,-ALL EDGES W/8d NAILS
TRUSS 24' —
1/2' CLG. BOARD
NAIL CONT. RAT RLIN TO
TRIM W1 (2) Qd • EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE
DEL TOP PLATE
2X4 STUD 16' O.C. MAX.
n2-STORY GABLE END CROSS BRACING
SCALE: 1/2'.1'-0'
• 1115 UPLIFT
$IMP6OM HT5M20
WID 10d TO TRJS5
AND (4) 1/4' x 2 1/4.
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMPS '1 HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
12 TRUSS ANCHO TROFI
Nrs.
12'
FINISH o LANDING
3/4' PLYWOOD F.F. =
i I -
z
DBL 2X6
1 -
I
3/0" MIN. FINISH
1 3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4'
FINISH o LANDING PLYWOOD INTO 7
3/4' PLYWOOD FF. EACH STRINGER
2 SYP STRINGER I DBL 2XI2 REIN
REINFORCED W/2X4 SPFOR s_
W/CONT. BEAD OF FLOOR J015T IJ-r
5UB-FLOOR ADHESIVE
PL-400 OR 51MILAR
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)'8 3' SCREWS * EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF 5U5-FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBGR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CRO55 SECTION DIA.
TO BE 1 3/4' f-1/4' OR PROVIDE EQUIVALENT
GRASPABI L I TY
WINDERS- MIN. 6' WIDE o NARROW END
MIN. II' WIDTH o 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
2XI2 TREAD
GUT TO FIT
IX8 RISER
1O'
I
(3) 10d GUT NAILS
0 2X4 P.T.
SLEEPER INTO
SLAB
HAND RAIL
1/2' DRYWALL
IXIO TRIM
-I' NOSING TYP-
7
�X
3 STAIR SECTION DETAILS
SCALE:
Design
Grou .nc.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.a bdesigngroup.lbrtl
AA #: 0003325
F
w
y
W
0
U
W
0
(r
4
U
C
O
BUDDIV. & LOT:
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 -20001
MODRU
4EGB
"GALEN"
OAIZ/1OE BTIWGO
LEFT
PAO=
MISC.
DETAILS
%150 MPH EXP. B
ARCHRECT:
STATE OF FLORIDA
1, 11/07/16
BCAXJM 1/4"=1'-0"
BiiEET
D
PRODUCT APPROVAL LISTING
FL 10446-R4
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-Rl
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-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
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 5891-115
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
FL 4103-118
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W.FLORIDABUILDIN G.ORG
CONTROL DATE: 05-19-16
A R C H I T E C T 3
6
Design
Grou In.,.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327BO
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA S: OOD3325
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m
c
I ual) . ae xiotil
SILVERADO
LOT 20
BLK 1
PIOJWT
04128.00 -20001
MODZrA
4EGB
"GALEN"
OAizAOs 81Fna0:
LEFT
PAOIM
PRODUCT
APPROVAL
LISTING
150 MPH EXP B
DATjC: 11/07/16
SCA M. 1/4"=1'-0"
8I913ET
D6
A R C R I T E C T 8
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE— 6 `
6' s VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
ENDS) 1 6' s HORIZONTAL LAPS. WRAP MATERIAL) OVER 4'
ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP.
WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE
/ , I' OR LESS PIPE - �Q
PREFORMED CONTROL JOINT -- }' THICK, 3 COAT CEMENT PENETRATION FLxASHMGF ACOMPATIBL HOUSE Design
Be WIMP TIED TFLAWW OF O
ATH -'a'JOINTS T \PLASTEWR5 LAYER -2, FORTIFIBER / \ ` WRAP , MATERIAL) „�VED' Grou InC.
O.C. MAX (VERT.). � DO BUILDING PAPER 'i HOUSE WRAP.
N. LAP e METAL LATH
NOT FASTEN CONTROL JOINT TO j` \ FLASHING 70 EXTEND ONTO PIPE 1441 N. RONALD REAGAN BLVD.
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
36' LEG MAY BE USED TO TEMP. FASTENED al' (PERT.) O.G. MAX X X I LOPH: 40-7774,6078�
SECURE CONTROL JOINT AT SUPPORTS X X X FAX: 407-774'-0076
DURING INSTALLATION
WRIB LAYER'1 GUT AND OVERLAP ONE SIDE OF
FASTENERS TO BE SPACED STUCCO WRAP FLASHING _ __ wwwAA #: i003321.
METAL LATH SELFF-ADHERING MEMBRANE - GUT AND OVERLAP ONE SIDE OF AA ft: 0003325
• 1' O.C. MAX VERTICALLY I ST m ST SELF -ADHERING MEMBRANE
WOOD SHEATHING
WRB LAYER 1,
}' THICK, 3 COAT CEMENT
PLASTER
FLASHWY
URB LAYER'I,
STUCCO WRAP I
METAL LATH
STUCGCO WRAP
_
e n;N PAPER LAP BELow o_NLr
WRB LAYER -2, FOR7IFIBER
---- UBRUBIL LAYER -2, FORTIFIBER
..,.
'_1 BUILDING. EPAFER IFIBER/
G
BUILDINPAPER
�I,LAPtPER
MET
WRIB LAYER 'I,
6'x6' SELF -ADHERING MEMBRANE
STUCCO WRAP
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
s ro,
I
INSTALL FASTENERS (CLIPS,
FLASHING OVER APPROVED
HALL NOT oA.P n;rlSTRAPS,
AL
SHEATHING
STAPLES) AS
WRAP.
OUS roeoUIOOD
ae°BUT
REQUIRE TOSECURE _
FLASHEMG TTO EXTEND ONTO PIPET
CONTROL
PIPE/ WIRE i0 FRN'iING-4'x4'
SELF-ADHERINGMEMBRANE
SHALL
FLASHING OVER APPROVED
PPED AND
HOUSE WRAP.
EACH SIDE.
iE CHC100SI
PROVIDE 2X4 BLOCKINGONTO
PIPE
rE
PLACED FLAT MAX. 6'TO S'
au LAPFROM
CONTROL JOINT WHENCONTROL
APER LAP
NERS FOR LATH TO BE NAILS OR
JOINT FALLS ON
i STRUCTURAL STUD
SCALE: I lit'.I'-0'
%'CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEL RAP AIR
S IN COMPLIANCE W/ ASTM CI063
(
INFILTRATION BARRIER OVER
TIES TO BE (NO. 15) 00415' WIRE /
SHEATHINGWALL
KW. SHOWN MAY BE I
\
ELASTOMERIC COATING OVER STUCCO/
STUDS REQUIRED PEIR PLAN /
C.Y. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
F
y
V
W
0
4
V
O
t,
G
ziL
& PAPER DETAIL \ / WOOD STUDS SECTION PER FBC R7939.6T
-- F�deiw hNlttO aMl PVab1a0
NOTE. SNEATHMG FxxleellrbrmpY fpoN W plms
SIDE LAPS OF METAL s I
I PLASTER 649E9 SHALL ragaMs of ASTM C 92611A. 5 Tame
BE SECURED TO BUILOPER Installation of exter l hrg and ke irg O
O"M" TYPE CONTROL JOINT TH4EYSHH w. "BE ITS 4 a a �nWrm�ASTMctosstfa ri 0
BETWEEN SUPPORTS - _ LaP Q)
WITH 00415-M. n31-MM) STUCCO 3k nP •p AT.
WIRE AT INTERVALS NOT L APER
MORE THAN 5' (22S-MM4 O
L
AS PER ASTM GI063
Ot FOLD NWAI®• R. A O L FOLD NlIe.IPD • rt. 4 1.61
NOTE: N
�. r3 FIFE PN�TR4T1®N I��T411�
roLD FOR REPAIR OF TEARS
® ® HORIZONTAL LATH
DETAIL N U RB LAYERS, TEARS
MAY BE PATCHED & PAPER DETAIL
W/HOIASE WRAP TAPE PER MANX. SPEC. OR N.T.S.
FOLD PEEL 4 STICK `3
Ot FOLD wuu®. O t FDLD ruwm . Pr A WOOD SHEATHING
rt. A z cREAME • PT = WRB LAYER •I,
:.e�AME.r.e e•�� STUCCO WRAP
4 FOLD TO OVER rt.
p TILL R.. O TCWCtffM
BonaM q-Ar,r� ® flll,;. J' THICK, 3 GOAT CEMENT
® PLASTER
k- METAL LATH LEGENIJ
® ®« ROOF/WALL SCREED LAP WRB t TAPE OVER DRAINAGE PLANE (IURB
•,
FLEE wAaxrrH. LAYER #I, STUCCO WRAP)
MEAL. FOLD, l22
t?2L LUT.
z 5'X5' 'L' TYPE CONTINUOUS WRB LAYER *2 (FORTIFIBER—
GALV. METAL FLASHING
}•TNCK 3coArGErENT zl (NAIL TO ROOF DECK, NOT BUILDING PAPER)
PLASTER 'n �' WALL SHEATHING)
PE m, D FORT FIBER
BuL W. RR CAP SHINGLE - DO NOT NAIL, METAL LATI-I X-X-X—X
WMLAYER -1. INSTALL WITH ROOF CEMENT
BVHDIV. at I�DT
SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
HODIM
4EGB
"GALEN"
GARAGE STFIN0:
LEFT
PAGE
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
STUCCO WRAP
LAP LATEFb 6 GUILDNG ul¢AP
oeE,e wuLkl� FLA,r�. ATOP a. I . ' ARCHffECT-
u1e8g�Ll S A30VE y STUCCO ____-- STATE OF FLOPoDA
awxur:teM \ ROOF CEMENT
J.-
SHINGLE ROOFING WOOD 5I—IEr4TNINCz �IITTiiiii V 9 2 16
•J�nl Klac-un rLAMt+rtr <6EE
DETAIL) y'1'R� \ \ 6
SELF-ADHESIVE FLA51-41NC
NOTE:
METAL LATH: LATH TO BE PER FBC AR NOO ACAA
93723
FELT 1lDEPoAT'ENT WIATER TgMi 11E.01 (pEND OR
Y�,� M°LDERDoro�T R-03.0.1 / ASTM C-84-1-12, MIN. 2.5 LBS. Plslrrr
I12V NMTALL KIOI%JUT
PER SQ. YARD (UTILITY OR NOMINAL DAa� 11/07/16
WALL RR6eMECTIOlM
DRIP ED E. OvY%AP 3•. BCALF' 1/4'—1•—O•'
"m4- L FasDgWRAP „ FLASHING LATH DOES NOT MEET SPEGIFICATIONS) BI9EET
F4M1EN 4'O.G tVJL � w�1
5 NTS
BACKER ROD
BACKER ROD
W2B LAYER'(,
STUCCO WRAP
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(5) 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 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL 51DE5.%'i CAULKING o 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 926.11A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-11 A.
.
HOODED VENT
XI
X. THICK, 3 COAT CEMENT
,�.
PLASTER
METAL LATH
WeB LAYER -2, FORTIRBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER h,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
a' CMU VINYL CASING BEAD
6' RAISED BAND
V TO %'MID -WALL
VEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
Q HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (WRB
LAYER 'I, STUCCO WRAP)
WRB LAYER "2 (FORTIF15ER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING F/Z7i�Tl=
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBG
R1 3.6.1 / ASTM G-&41-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC IFIGATIONS)
ELEC. METED
VERIFY LO
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP a SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT m
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
6' SELF ADHESIVE
FLASHING (INSTALI
PER MANUF. SPEC:
BUILDING PAPER
UNDER 'QUICK FLC
rA-,VENT PENETRATION
L 1 SCALE: N.T.S.
f+iccf+ Iv 1�cL.clvc
STUCCO SCRATCH GOAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
i
�ELEG. METER FIELD
VERIFY LOCATION
— 1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
7a' TO V MID -WALL
WEEP SCREED
�6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
=0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 M
GRADE 'D'
FELT-PROVI
SEALANT Al
JOINTS AND
INTER5ECTIC
WOOD SHEATHING
LAYER'(,
STUCCO WRAP
LAYER -2, FORTIF15ER
F.METAL
DING PAPER
LATH
WOOD TEXTUREDCONSTRUCTION 'H s WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • '1' O.C. MAX
8' CMU
$' TO %' MID -WALL
WEEP SCREED
�J
• 6' WIDE STRIP SELF
---- ADHESIVE FLASHING, CLEAN
_._ MASONRY BEFORE APPLYING
V FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
STEP #1
5TEF #3
8'
WRB LAYER •I,
STUCCO WRAP L—
CUT 'X'INTO \XI
SELF -ADHERING „ 1
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
I
STEP #2
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP �.
WRB LAYER •l,
STUCCO WRAP
MEMBRANE FLASHING 1
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
STEF #-.
ELASTOMIERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TEfi STEW #ro
OELECTRICAL RECEPTACLE
A R C H I T E C T S
Desi n
Gi
�•wi rv. �curv"uu o�rv.
L...=D, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdesigngroup.com
AA#:0003325
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BLK 1
FROJECT
04128.00 -20001
HODEL:
4EGB
"GALEN"
GAIRAGE SWMWG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT-
STATE OF FLORIDA
DA 11/07/16
SCALE: 1/4"=1'— 0"
SHE�VV EnTT
A2
WOOD
CONSTRUCTION
3/♦' HAT CHANNEL
Wl%' TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER -1,_
STUCCO WRAP
AMICO AM66-WFu1G-180
CUSTOM CASING BEAD
WRB LAYER -1,
STUCCO WRAP
WRB LAYER n, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
6' 5AF, a TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WEEP SCREED
Y2
W SELF-ADHEREING
FLASHING WRAPPED
m TOP OF WEEP 5CREED
TO SHEATHING BELOW
_ WRB LAYER "I,
STUCCO WRAP
— WRB LAYER n, FORTIF
BUILDING PAPER
— 6' SELF-ADHEREING
FLASHING WRAPPED
O CORNER OF CANTILEVER
4' POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD ---Z
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR CASING
l0A BEAD DTL. ® CANT.
SGALE: 1 1/2'.I'-V
NOTE:
METAL LATH: LATH TO BE PER FBG
R-703./o.1 / ASTM G-841-12, MIN. 2•F✓ LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEGIFIGATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
3/4 RESILIENT WEATHER RESISTIVE
HAT CHANNEL BARRIER n
VINYL CASING BEAD
J* THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL METAL LATH
W/TEXTURED 4 PAINTED
FINISH WOOD SHEATHING
THICK, 3 COAT CEMENT - (2) 2x12 HEADER
PLASTER
VINYL CORNER BEAD 4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR DRIP EDGE
11D INSTALLATION
W/TEXTURED 4 PAINTED
FINISH
4' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
WOOD CONSTRUCTTON
RESISTIVE
h
RESISTIVE
n
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB-FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE
BARRIER 'I -�
WEATHER RESISTIVE
BARRIER -2.
�'. THICK 3 COAT CEMEN
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
9' THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
-VINYL CASING BEAD
10 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
3' X 3' 26 GA. GALV.
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL t STICK)
^`
SET IN FULL BED OF
6' PEEL 4
SEALANT, J4' MIN.
STICK ®DRIP
SPACE FROM DRIP
EDGE TO i
FACE TO TREX
DECK
Ya' GAP FOR BACKER
I Y,'XI 3/a' P.T. OR SIMULATED
ROD 4 SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING tat 1
`! ( WEATHER RESISTIVE
LAYER (2 LAYER FEEL 44
BARRIER -1
STICK) WRAPPED FROM - --
WEATHER RESISTIVE
BALCONY DECK TO
+ BARRIER -2CANTILEVER
6' PEEL 4 STICK ® ,4
��
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
SUB FLOOR
EDGE
®®
3' X 3' 26 GA. GALV.
•'•` METAL DRIP EDGE
-- '-'--"---_— ---- _--'---'-'___ --'-- .__c-
3/4'
• SET IN FULL BED OF
I SEALANT, Jj' MIN.
I JyXI P.T, OR SIMULATED
WOOD (TREX) FILLER,
SPACE FROM DRIP
CONTINUOUS ,
! FACE TO TREX
�-'
Y♦' GAP FOR BACKER ?
VINYL CASING BEAD
ROD 4 SEALANT i
WATER PROOFING let
FINISH LAYER (2 LAYER I
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASING BEAD ! "
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/5' TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED t PAINTED I
FINISH - +
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
THICK, 3 COAT CEMENT
BARRIER n
PLASTER
W POSITIVE DRAIN
VINYL COMER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR BALCONY DRIP
x—x—x—x I n11,A: EDGE INSTALLATION
WOOD SHEATHING
SELF-ADHESIVE FLASHING — —
2x FRAMING MEMBER
g' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
Q _1' O.G. MAX.
WRB LAYER 01,
STUCCO LURAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(14 A CORNER BEAD P FRAME
"k 2 1/2° k
��r CORNER BEAD
(FASTENER 4 SPACING 6 1' O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD P BLOCK
COLUMN SHEATHING
._WEATHE RESISTIVE
BARRIER 'IR
WEATHER RESISTIVE
�
BARRIER n
6' 5Ar,
PEEL 4 STICK
I X2 x3' 'L' FLASHING
-
FULLY EMBEDDED
IN ROOF CEMENT
I V X 3' 26 GA. GALV.
'
METAL DRIP EDGE
)'4'GAP FOR BACKER
SET IN FULL BED OF
ROD t SEALANT
SEALANT, Yt' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
i
BARRIER -1
WEATHER RESISTIVE
WATER PROOFING let
°
;
l
BARRIER n
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
4 STICK)
rrr beww..
_
COLUMN SHEATHING
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
�•. FEEL 4 STICK
W SAP.
••
,• I ]Fj'x3' 'L' FLASHING
SUB FLOOR
I •'FULLY EMBEDDED IN
(
ROOF CEMENT
_
IV X 3' 26 GA. GALV.
--• -- -- -------••-----
- -
METAL DRIP EDGE
I Y2'XI )i' P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, h' MIN.
CONTINUOUS
I SPACE FROM DRIP
,FACE TO TREX
Ya' GAP FOR SEALANT
_ VINYL CASING BEAD
OPT. BACKER ROD.
WATER PROOFING let
MODIFIED 99
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
THICK, 3 COAT CEMENT
4' POOITIVE DRAIN
WEEP SCREED
PLASTER
O GAP IN FIELD
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1—HOUR BALCONY
DRIP
11C EDGE INSTALLATION C COLUMN
(W/"L"
FLASHING)
SCALE: NTS
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
(o'SELF-ADHERING—
FLASHING
DRIP GAP
WINDOW FLANGE
WRB LAY
BUILDING
METAL LATH
THICK, 3 COAT GEP
PLASTER r
6'5ELF-ADHERING
FLASHING
LUOOD SHEATHING
IURB LAYER 01,
i
X
STUCCO WRAP
I
1
WRB LAYER "2, FORTIFIBER
'
BUILDING PAPER
METAL LATH
(EXPLODED
VIEW FOR
J' THICK, 3 COAT CEMENT
PLASTER
CLARITY)
DRIP CAP
WINDOW FLANGE
15B CASING BEAD C WINDOW
( FRAME, NO BAND)
A R C I IT EC T S
Design
Grou F�..
li N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.00 -20001
MOaats
4EGB
"GALEN"
GARAGZ BTIMG'
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT:
STATE OF R A
110421
ROLAND A. ABOUCHACRA
AR NO 93723
DAm 11/07/16
BCALM 1/4"=1'-0"
8*9m=
WA3
A R C H I T EC T S
WOOD 514EATHING \
WRB LAYER •I,
STUCCO WRAP
WRB LAYER •2, FORTIFIBER
BUILDING PAPER —�
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
& "SELF -ADHERING
FLASHING
VINYAL ANGLED
CASING BEAD
1
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
i
WRB LAYER 01,
STUCCO WRAP
x
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
j
METAL LATH
(EXPLODED
VIEW FOR
8" THICK, 3 COAT CEMENT
PLASTER
CLARITY)
WRB LAYE
STUCCO WF
VINYAL A
WRB LAYE
BUILDING I
METAL LA'
J' THICK, 3
PLASTER
&'SELF -A
FLASHING
DRIP CC
WINDOW I
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT -
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
Ya' GAP TYP J' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO TRIM --METAL LATH
IX TRIM MEMBER
o STUCCO TO -
SIDING TRANSITION
WRB LAYER, FORTIFfBER
,
BUILDING PAPER
SIDING?
�— WOOD SHEATHING
WOOD SHEATHING
-WRB LAYER'I, WRB LAYER h,
STUCCO W¢4P STUCCO WRAP
- CASING BEAD
- &' SELF-ADWEREING
FLASHING OR PEEL a STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRUCTION
—
BEYOND
V
UIOOD SHEATHING
WEATHER RESISTIVE
BARRIER 'I
/
WEATHER RESISTIVE
/
BARRIER -2
A.' X T YA' LAP 510ING
/
/
\
6 REVEAL
/
/
�
6' SELF -ADHERING
FLASHING
6' SELF -ADHERING
d
FLASHING y
\ I
QI
WEATHER RESISTIVE
BARRIER 'I
/
\\
\\-
WEATWER RESISTIVE
STARTER STRIP
BARRIER
1
1
\
DO NOT CAULK OR
SEAL OPENNCa
)
\
_
*/ 6' SELF -ADHERING
/ FLASHING
\
GALVD METAL
GALVD METAL
'Z' FLASHING
Z' FLASHING
—
DO•NOT CAULK OR
L"6' SIMULATED 1 -
TRIM MEMBER
STUCCO CASING I' �• - / \
BEAD /
I Y' x 6' SIMULATED
- I WUOD TRIM MEMBER
\� SEAL GAP W r_4UUc ING
/ OR APPROVED SEALANT
STUCCO C45NG
BEAD
SIDING TO STUCCO
® BLOCK TO FRAME
�� TRANSITION
to
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-841-12, MIN, 2.5 LBS,
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LATER *I,
BE ONCONSTRUCTION
STUCCO WRAF
WOOD SHEATHIN
G WEATHER RESISTIVE---
I
BARRIER '1
.
I
WEATHER RESISTIVE
BARRIER 2
WRB LATER *2, FORTIF15EIR
51DRJG
BUILDING PAPER
WSELF-ADHERIWS
'
I
METAL LATH
BTARTER 9TRIP------------
'
8 THICK, 3 COAT CEMENT
DO NOT CAULK OR
0 EN
SEAL \`
(EXPLODED
VIEW FOR
PLASTER
GALV'D METAL
•=•FLASHING
CLARITY)
_
1 6TRI MLEMBER
CASING BEAD Ca?> RAISED
17 A BAND ( FRAME)
SGALE: 1 1/2'=1'-(T'
(U)%'FLEXIBLE PVC
BACKER ROD)
6' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
----------------------------------------- -
_ THICK, 3 COAT CEMENT
SEALANT -� — PLASTER
METAL LATH
I
I
I
/ I
WINDOW FRAME
�.../. ...-.._... ..........__-..._......._. f — WRB LAYER "2, FORTIFIBER
BUILDING PAPER
(W/ BEAD VINYL CASING
CW/3/s' FLEXIBLE PVC BACKER ROD)
2X FRAMING
MEMBER
W SELF•ADHERING
FLASHING
A/ I
WEATHER RESISTIVE
BARRIER -1 TO LAP
6' MIN. ABOVE TOP
/
a
�ry
WEATHER RESISTIVE
BARRIER 'I
z_
\
LUE\ A STIVE
/
BIERTWER -2
BARRIER
\
\ /
\
GALV'D METAL
1
Z' FLASHING
00 NOT CAULKOR
G
UEATHER RESISTIVE
BARRIER'I TO LAP
W MN. ABOVE TOP
OF 'Z' FLASHNG
SEAL GAP W/CAULKING
OR APPROVED SEALANT
UEATHER RESISTIVE
BARRIER 'I
E-Z BEAD VINYL CASING
!W/W FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO 'WEAT14ERRE5ISTIVE
® FRAME TO FRAME BARRIER 2
TRANSITION
1✓
SEALANT
WINDOW FRAME
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
&' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
----------------
4" GAP TYP
CASING BEAD
TO WINDOW
g' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
II
RB LAYER 01, I I IU
STUCCO WRAP
\ &" WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE -
E-Z BEAD VINYL CASING
2X FRAMING _
(W/3/a FLEXIBLE PVC BACKER ROD) I
MEMBER
.APPLY FULL BED OF SEALANT BETWEEN
FLANGE 8 BUILDING WRAP
BUILDING -
WRAP
-------------------------------------------------------------------------------------------------
(6A EZ BEAD
WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER "I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — - - —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING E=//T/ITlTll
SELF-ADHESIVE FLASHING — — — —
Design
Gr U
.t. LONGWOOD, FL32750
PH: 407-7745078
FAX: 407-774-4078
w .abdesigngroupmm
AA S: 0003325
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SILVERADO
LOT 20
BLK 1
PROJECT
04128.00 —20001
MOaEIA
4EGB
"GALEN"
GARAGE myrwG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
%150 MPH EXP. B
ARCHITECT --
STATE Of R-ORIDA
0 k4l6 A
DTTMT 11/07/16
BCAz,m 1/4"=1'-0'
BFIEET
WA4--
A R C N I T E C T 8
CUT HOUSEWR,
AT 45' ATY- LE
MODIFIED '1' CUT
IN HOUSEUIRAP
LINE OF WINDOW -
OPENING
APPROVED HOUSELURAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
INSTALL
SELF -AD
FLA5HIM
NAILING
JAMBS
EXTEND
1' BELOLL
FLEXIBLI
DO NOT
FIN
TEMPORARILY
FOLD -UP 4 SEC
HOUSEUIRAP (O
TUCK FLAP UND
at HEAD
FOLD HCUSELU
IN AT JAMBS /
SLOPE SILL R
INSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEAT
FLASHING (
DAMS) NAIL
FLANGE
EXTEND
SELF- ADHE
FLASHING 1'
BEYOND J,
FLASHING
INSTALL VIP
CAP
ALKsN FLASHING
W1 INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXUIRAP AS TI-.
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
1PPLY V NOM.
:ONTIN000S BE.
JF SEALANT AT
'AMBS AND HE4
1PPLY TO BACI
11NDOW NAILING
LANGE IN LINE
'RE -PUNCHED
IDLES OR 51-01
11DE ADHESIVE -
=XIBLE FLASHING
VER DRIP CAP
'ECTO-WRAP
EOUIv)
WINDOW FLASHING
INSTALLATION DETAILS
O1� ( FULL WRAP)
SG,4LE: NTS
STEP 9
INSTALL
PLUMB, L
AND SOU
MANUFAC
WRITTEN
INSTRUCT
APPLY I
MEMBRANE
FLASHING
OVER JOINT
---
�I. IT 1$ THE CONTACTORS RESPCNS15ILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING 1
HOUSEWRAP, SEALANTS t SELF -ADHERING
I FLASHING MATERIALS USED DURING CONSTRUCTION. j
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1155 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
I
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
PH: 407-7745078
FAX: 407-774-4078
www.abde igngroup.com
AA #: 0003325
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$VHDIV. de LAT:
14
SILVERADO
LOT 20
BLK 1
PROJECT#
04128.000-20001
MODEIe
4EGB
"GALEN"
GARAGE 8TMfG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING ARCHITECT;
STATE OF FLORIDA
iNOTE: --1fA.'AlBW0XU)CHLA0H
my
SEAL INTERIOR PERIMETER OF WINDOW WITH N I
D 11/07/16
SCAM 1/4"=1'-0•'
SFtEM=
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