HomeMy WebLinkAbout36120 Carriage Pine Ct• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
99 2605-HAYDEN99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
-FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-ALL LOCAL AND STATE CODES
•OCCUPANCY
- RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
- VB
• MIN. INTERIOR FINISH
- CLASS B
•BASIC WIND SPEED
- Vult=150 MPH
Vasd=116 MPH
•EXPOSURE
- B
•1-STORY RESIDENCE
-
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
YT. CALC.'S
IST FLR. LIVING
1104 SQ. FT.
2NO FLR LIVING
1501 SQ. FT.
TOTAL LIVNG
2605 SQ. FT.
GARAGE
431 SQ. FT.
PORCH
115 SQ. FT.
PATIO
80 5Q. FT.
TOTAL 323-1 60. FT
ABBREVIATIONS
ABV.
ABOVE
LAY.
LAVATORY
A/C
AIR CONDITIONING
LUY.
LUMINOUS
ADJ.
ADJUSTABLE
Y.C.
MEDICINE CABINET
ALT.
ALTERNATE
MTt.
MANUFACTURER
AMP.
AMPERAGE
YIN.
MINIMUM
BD.
BOARD
YTD.
MOUNTED
CL
CENTER LINE
MTL.
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLC.
CEDING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PLT.
PLATE
A
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIY.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
F.A.
EACH
SHT.
SHEET
ELEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
EXR.
EXHAUST
SIM.
SIMRAR
EXT.
EXTERIOR
SL.
SLIDING
F.C./FX .
FIXED GLASS
SL. GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SOUS
SHEAR WALL
PLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
Sc
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
Fm.
FOOTING
THE.
THICK
CA.
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 NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE HIS
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER NEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
a
D BALL WORK 314AI,L COMP
7 S PREVAILING CODES COMPLY WITH
FLORID: DING
3 Z3 ^'4TIr� 'TRIO CODE, AND
CITY �� �,�Y1LLS ORDINAN,,_
'J <
REVIEII+!
CITY Gj- pH"�'
Pkm EM_
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE FIRST FLOOR
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4D-FRONT & REAR ELEVATION "D"
PG 5D-LEFT & RIGHT ELEVATION "D"
PG 4D.1-WALL ASSEMBLY ELEVATION "D"
PG 5D.1-WALL ASSEMBLY ELEVATION "D"
PG 6-FRAMING PLAN ELEVATION "D"
PG 7D-ROOF FRAMING PLAN ELEVATION "D"
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG 10-FIRST FLOOR MECHANICAL PLAN
PG 11-SECOND FLOOR MECHANICAL PLAN
PG D1-MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MI3C. DETAILS
PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D4.1-MONOLITHIC 2-STORY 1-HR WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WAL1 ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING
A R C N I T E C T E
Design
Group...
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV, POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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 Y..".
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 W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 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 F'm =1500
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
CONSTRUCTION.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
. I PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN V 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 BLARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
T I4. 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.
I 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN ''/. INCH AND NOT MORE THAN '/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6'- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Alm LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING Y-O'.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER '/."
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1W
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1.1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON* STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH''/,' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
evrC12MO clweuca
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
A R C H IT E C T 3
Grousi ..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774,6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LO T 14
BLK 1
PROJECT#1
04128.000-14001
MOD=a
4EHB
"2605-HAYDEN"
GARAGE 31WWO:
RIGHT
PAGE:
GENERAL
NOTES
50 MPH EXP.
ARCHITECT
STATE OF FLORDA
1
DP 11/03/16
ECALE: 1 /4"=1' - 0"
SHEET
GN
2 0 0• I,
-�--- CONC.
SLAB
I
IL
IL w
d I DI DI
TYP_
10 SLAB I1 1/2`�
! ( DI 4' CONIC., REINF- W/ 6'x1.
! ( WIAXWI.4 WWM ON 6-MIL POLY- I
0'-0' ELEV. ETHYLENE VAPOR BARRIER ON
FIN. CONC. SLAB WELL -COMPACTED CLEAN FILL I ■
■ TERMITE TREATMENT SHALL BE
9 BORA-CARE 3'-10" � � 2"
DI • I, � ryl I 13 N
�--� 30'X30'X12' GONG
DI
% y r� ul ZIL_a�° _ _ PAD W/3-5 BARE _
Ia ,o! EAU. ON CHAIRS
L I�� V L MIN. 3' COVER
a ■ t r ml 6Di I' I■
m I
D i EXTEND IF
SLAB I/2-LAV.
SLAB
u /
_ --- _.
BOLLARD
-- -...— ■ --- - - - }`STUB UP DI\
' I TO 2ND LREF. J I FL 0" - 5 4
I OPT. 1 9 �. .. — -
I I I' PVC CHASE
■ FOR ELEC. TO
ISLAND
J
I
PAD LU/3- CHASE GONG 4' PVC
PAD - I W/3-5 BARS I �,
E.W. ON CHAIRS 6B
MIN. 3' COVER —� DI Uw
vI I I a0� H
°z,u j
0'-0' ELEV. waz
FIN. CONC. SLAB SLAB IDI/2' 8A Q-UO
�-- —�--- DI X
■ ■ ■ ! ■ ■ ■ I O wutt
4 13
3 I/2 • `o
3,IG 0 l V2'
m a CONC.
B,
•9 L
�I I ■ L — — —�WO0 aWa—LA_B--DII
I
■ ■ ■
- I r'7 4
-i J
■
i, 6-0' -4 '11 I, �, �-'�..: 16' '.D" I. 2'-10'
24'X24'X12' CONCJ 1-
PAD W/3-5 BARS
E.W. ON CHAIRS FOUNDATION
ry,g®�7 PLAN
1g q T7
MIN. 3' .) AFi U 1\,11 Al JI A 1 1 Il\tll P AIJA Il\MI
CB TYP.J
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014)
2• VTR
LAv
A2• VTR
I
KITCHEN
--- --I SINK W/
-I!t"-'1
AUTO VENT
I UP
AV
LAV 2' VTR
swm 2
2 L 3
I RAJ
CO 3' 17UB
2' VTR
I
T�WASNER
- I
/ TO
MAIN
PLUMBING RISER
NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE
'S' TYPE ARE PROHIBITED.
SECURE STRAP TO
UNIT W/ (2) •&xl 1/4
A/C
SHT MTL SCREWS
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
GONG.
CONIC. W/ (2)-3/16'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD A 12' FROM STRUCTURE
A R C H I T E C T S
Design
Group".
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.a bdesigngroup.com
AA #: 0003326
F
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9VHDIV. a LOT
SILVERADO
LOT 14
BLK 1
PROJTLCT#
04128.000-14001
moa
4EHB
"2605-HAYDEN"
GARAGE NVING:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
0l
P M D11/03/16
scALE: 1 /4"=1' - 0"
ElItzET
I
DOWEL PLAN
A R C H I T E C T S
6
Design
Grou . .
i41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX, 407-774-4078
www.abdesigngroup.com
AA #: 0003325
2
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4
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Eluimrv. a LOT
SILVERADO
LOT 14
BLK 1
F-ROJWT#
04128.000-14001
M0D>M.c
4EHB
"2605-HAYDEN"
GARAGE 81MM:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. 13
ARCHITECT
STATE OF FLORDA
ors
DATE: 11/03/16
BCALE: 1/4"=1'-0"
8i MET
1 A.
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFF r.n&vmV I nAnFt FnR R" PRFVA PRFCTRFC.CFn ILI INTFI C
4aefe4w13e1
SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTN
-
2'-10'(34') PRECAST
22BI
9!
K9
4605
lots
61G
1541
1541
191a
s91+
im99a
10394
ie09
ICO'3
3'-W (42') PRECAST
2231
sam9
spy
.1B
4eme
5m!
slm
ebml
TJn
am54
e91+
9lez
ImY t
]mYll
Imm!
4'-0' (4B') PRECAST
I966
]x1
2rl9
31e1
ao09
9Ne
r1P
4e'!D
»41
S9r1
ena
1m9+
IE99t
eel
Im09
4'-6' (S4') PRECAST
Egg
me9
its!
]Nm
Is»
359I
rlm
9»9
»Il
a9L
x
54mm
Iw94
r22a
Im09
5'-4' (64•JFRECA9T
1211
P+9
Nx
I99e
Jsee
sm
Seer
4 .
�!
lP20
e!H
1Sn
N9
5'-10-00'1PRECAV
1062
N05
In3
m31
109m
2}49
See!
3nm
LIN
2s"
43ee
1
em
1W
W-6'(TB') PRECAST
Bx
Px
2.1
]nl
loam
91Am
30S1
5991
llml
a9rm
a999
sN4
10e1
T-W (90')PRECAST
143
ell
rise
26.
21,05
2.W
981
9K8
ell
rise
2erl
Saes
9ra1
s4r1
64
T-4' (112') PRECAST
55A
"'
112
Imm
12
mM
W
i5s4
-4
s4eb
ll0a
iNa
4
9smi
s
101-6YIWMRECAST
419
9x
0
P41
2N3
2111
rig
Mx
641
eel
ass
2mM
]lm
x4
l'I51.
II'-4' (136')PREGAST
%I
!62
laaa
Wa
2.3
3tll
4mem
Sa}
SH
13ab
1e46
24 3
9a,
Omer
12'-0'(I44')PREGAST
331
54m
el!
,M4
ma1
]19D
]eOs
355}
54p
VA
III
3199
2sm5
ss9z
13'-4'(160'PRECA5T
296
all
all
-Us
1»
»
e19
eIS
I42a
Uffi
e!e
lox
2!m
29m
ee9
sees'
W-0•(16W)PRECAST
2t9
124
lee
less
1326
m91
20
2-
.2
Isse
Is.
m9I
201
Xr3m
14'-8'(n6') 1•wE91wse9a
NR,
rar
N!
NR
Na
Ne
r2R
+3B
Ies
mIm
I50I
2mb
Ml
VU
r1sa91w!
NR
NR
NR
ra2
Ne
rai
Na
NR
412
le
bye
1199
]P9a
z310
Mm
11'-d' (20B')rReeTlse
NR.
tea
Nr
naa
NR
Ne
NR
NR
3CS
9x
9•i0
02.
4m9
W9
i041
B'-4'[232')1•teesTl'e
NR
Ne
Nt
HR
NR
Ne
1ae
NR
23e
a
l5m
ME
1262
98
rim
21'-4' (256')FmESTRE
NR.
rae
Ne
Ne
Ne
Ne
res
mm
me
99e
a4s
it.
e99
1468
32'-0T264')FwaeTlre
NR.
Ne
�
I"De
�
�
�
165
98
S•v0
le+
etl
1255
,•.S9
24'-0T288')FeEeneseE
NR.
r!a
He
NIL
faF
NF
raa
NR
R9
25m
45m
rya
am
-
-
CAST -*sew
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
aFe-R
aFe-n
se-
Rim-R
..."
_a-ir
fels -R
efe-2T
AFl3-2T
rFm-IT
0-2
4-2T
aF26-2T
EW-)T
3'-6' (42') F'REG49T
m69
xx
.21
as91
-1
rm
1mm1
G•9
i65S
-a
as94
1--,
rP3
1001
4'-0' (48') PRECAST
ees
-
!bm
tam
-1
Nlm
53se
r0»
-1
29a9
!b0
Sag
N10
93M
B019
4'-6' (54') PRECAST
Rai
2e4e
2
99»
4W3
4ln
53»
ROI
101m
21m1
9!»
4W9
4111
SS»
5'-4' (64') PRECAST
101a
11D
22
2ese
9355
-1
49]2
em
rie
Ynr
2
9999
-1
4532
PRECAST
�'
ma
M03
x
=
9se
811
}mam
1 s,ISs
1gel
x2m
-1
W.6' 08') PRECAST
a»
]
]
3»1
d
I
Is.
1 2
9291
sm
1'-6' (1104) PRECAST
I 1
Ima
]
+
l2l
RIa
m21
=5
212r
28411
We
S-4' (112') PRECASTare
.1A,.
Ism
2a
2
]
e
m4!
]294
Zan
10'•6'(12W)PRECAST
I-
S
5m
lea
-6
11
2.1
90
r
IWJ
1412
169
2m59
2-
IF-4' (136')PRECAST
544MBN
eel,
1J1a
8,3
1»3
494
601
e4]
P12
ma3
19mw
2.
12'-0' (144')PRECAST
• m
124
n3e
16.9
m6
6e5
ale
gem
b
:
1V-4' (160')PRECAST
4m
•eI
964
a49
19M
42.
lam
14
m9Sw
Ie9l
14'•0'(16B')FRECAOT
sma9a
12A
12
e
425
l,l
1x
mat
-1
(Il6')HPE5TRS99E
2S9
]46m
sm
AAI
bl2
wo
134,
IT.
mm
1
IT.
I5'-4' 0849 FR Illef!W
124
]se
sm
3ra
0m JI
621
lm
41
..Aj
Il'-4' (208'i°RE5TRE0eE
bI
r9
511
l
el9
19'-4'(232')lwrselReeeE
lag
S2Sm
5mr
I+0
441
94l
Pv
ens,
Ins
141
21'-4' (296'JFREeteesBe
me
1 42
2s9
i
2
4se
3»
r]9
91
MI
111
tlYl
6
22'-O'(264')FREBTtmeeE
131
e4
m1
229
1Ye
gee
9l9
919
NZ
e4e
x
95S
24'-0Y288')f#eTREaeE
R4
n5
161
sn
s41
4x
am
A.
is,
%1
e
GAFF r.RAVITY 1 11AM FnR W PRFCAST se) 9" RFr.FSC nfxx} 161 INTFI S
�IBT•�MaB
SAFE LOAD- POUNDS PER
FOOT.am
e..
4'-4' (S2') PRECAST
ri49 3955 !z!m 4519493 lxlIpy
ms5
9699 5206 era! N4 IeD994'.6•
(54') PRzECAST
w•i4
m9a ! ]55} s9ra 4ma r9manx
x95 53m6 Kx a1» Ise99S'-8'
(68')PRECAST
jF0OT
930 rile rim nil 1402 3xsNrl
xr
2aa axl raseA3N10')FRECAST
ym
s59 ,r5s mme 2R4 2aT4 3tmeR9
zl41 +z+7 lobel6'-8'(80')PRECABT
»l
1m1 W9 3Pe SOIe +46 lire9m1
WS 9Rm same +»T-&'
(90')PRECAST
rM
l9! N90 1459 slM i39 xMlS5 14>m }4e9 lTLr
9'-8' III&') PRECAST
46r 999 err 1293 meal 9N6DJb
m59 ere 2Me 4mO ee91
SAFF IIN IFT 1 OAM F(IR R" PRFCAST rJ I" RFCFS. mmn I INTFI S
CweFCMN
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
•wN
2T4445
(52') PRECAST
9e5m
WeT
2x1T
selbT12_
514e]4'-4'
Ve6
2x2
seSe4a49
91404'-6'
(54') PRECAST
2212
2A99
42Is
454sell
mW
Yl11
2919
4219
-15'-8'
(68') PRECAST
e»
,2as
1191
sews
9se}
99Ie11
P69
n
232r
99M
selIPRECAST
r9e
Pan
1146
2299
319911"
2259
WAe
2199b'•8'
[80'1PRECAST
83Ee
,gee
2a19
ss2ms0
,bee
2a19
992990')PRECAST
142
Ix4
Its
Mr14,sm
nee
2xl
]sae9'-8'
111b'1 PRECAST
w
0e4,
22
10e9,,,
2ASSse6]0m
2931
PATIO
L- 4
I I
L- 3
(2) 3052-SH
L- 5
3052-51
-----
Y
6068 5r.D.
I
ROOM
I II 1
II
®II II
I
II
II
I I
BATHCLG
e I1
0
i
)3'-s' .
-
I
T
I
7�STOIR61"'Ai
KITCHEN
j
I
O IF
PAN. O
8•-8.--�
CLG. I I O
I I ---
L -_J
II
II
I
II
GARAGE
FOYER
I 8'-8' CLG.
i
I
I �
(2) 3052-SH
3068 W/
10' TRANS. -
L-7 I PORCH
L-2
I------------------
------------ ------ L-1
L-9 L-6
LINTEL SCHEDULE
NOTE: THE LINTELS MAY SE SUBSTITUTED WITH
LINTELS FROM ANOTHER MANUFACTURER 45
LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES
STATED
4^=441119167W LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
IT-4'
8F28-15AT
L 2
4'-6'
8F8-I15/IT
® '
L 3
T-6'
SFI6-I15/IT
L 4
1'-W
SF24-15AT
L 5
4'-6'
SFI6-015AT
L 6
6'-6'
21=I6-I1BAT
L 1
5'-10,
SFI6-05AT
L 8
-
-
NOT USED
L S
11-4•
SF16-I1BAT
MATERIALS
GENERAL NOTES
ringg 9^ aria `N Per
s Bateload .11 basedon1.1-1daei I.
'm•E.00pe1
SAFE LOAD TABLE NOTES
TYPE
DESIGNATION
I. Pc Al' a 1 1-1 • 40" l
P Pe
2. rc 1-1 • 6000
I. Pra t,ls full mortar bed antl heed J....
2. Shre flllad IIMwI• a• ragulrew.
ACI 31B and AN 530
1. All va Wss beaed oi minima, 4 Inch
nominal beer,ng.
i. For cal Ite Iwel MI not .hoar,
Poe Qghhtt
we safe bad Ron nszt Tauae h.,qK shown
plea-ted pal
3. Grout par ASTf1 C4t6 re • Bow
Pe 1 w/ smzlmun 3/e Inch
18 W II Mch slump
3. Inewlmtla of Ilnw1 must comply with tM arehltKlurel
end/a evucturel doc '..
4. U-LInt11. re-rectved with 9 I)2' lag notches et
I0. Ths ealr(a surface of 1-1. Iretalled In eztr(a concrete
H. •hell have a (cat f stucco Ilsd 1n aceordanu
meaomy Iua e5 o app
wIN ASTM C-296 a oUlr approved (oatirg.
1.SEE
Ezceptlon: Safe loads fa unfIIIW Ilntsle Host
SAFE LATERAL LOAD bs rseWced 20ea tf bears 1 W ie
TABLES FOR LOAD R4tING r8
less than Vt indva.
0. Fa Ilntele IengtM na ahaun, use safe load
Iran lwzl at Lh .Maori
ague mn9
Y All eafa bads M IU of pound• pa,, 1lrear
F .FILLED
WITH GROUT / U • trFILLED
a
p)AMItt OF 9 REDAR AT u
ggegete
4. Concrete t-beorry Ilnil• fGN) per
LM ands w accomodats vrUcal ull reMracing end groutlrlg.
II. Llnlols loaded eewltar4aoue ith vrticel (gaol
be = a
wu and haizontel (lateral) bade eheuld cMcked
FOR EAGN ADDITIONAL
RILL
t
3. NR •Not Rated
fool
�BOTTOft CF EL CANTT d
ABTM C90 w/mMimum net ere.
5. Refarr,ce Vr CAST-CRETE Load Derlectlm Graph brodve
w
For Ire, c Iva d loading with the rollouMS mgwtl
RE04IOR...ED CM
COURSE
3. Safe loam ere euprimpo.ed 411oweble bade.
10. All sere load. based on .Inply •upporled
u 1
--P,es•Iva etrengUl • ISW pal
fa 11nw1 deflactlon MfonrNlla.
4. Sete toed• based on grade a0 a grade 60
SF 16
-1 B /1 T
e
9. Rabar per AST r! A615 grade 60
6. Bohan fled added label to ba located At U1e bottom
rleld rebar.
II. The number In U» 1M peramhaele
1Q
Ing eve Per
6. Prestress .Id ASTM A416
or the I:_I aavlt .
y
pppued vrllcal leatl • BRpplisd larizawl leetl
S IID
Safe tfcal load Safe ha12 1 bad
R' CLR TYP
S. One Ii rebel ma be wb®tlWted fa uvo
y
indloates the ewe reduction fa de 40
Per gre
aANTftt OF
gr da 2l0 low-I.-vo,
1. Fbrter per ASTM C210 type M or S
1. 1/32• dlemstr Air, etirrupe are welded to Ur
bottom steel fa madam- ane1- 1
v
I2. AddII-I Iatrel load cepeclty can be
(11 5 REBAR
5 rebel. M e' IIMeb only
b. Tb deelgnr aNy eve Wets concentrated
Reld added raI
Ezeople T-6' Ilrlwl ty» 8F31-IB sate
I
L
REBAR AT TOP -
e
8. Casl-M-pmu conve/s may be provided In e;anpoNta Ilr4el
etasseed the declgnr by per 1da q .d ,uorbl relnrofrad
GR4 a GFI
load. hem Lha ears load tablae b9
gravity bad 6412- w/ I5A
L
NCTtNAL KIGM
In I,- or Comer_.assay o,u.
mbe
<On[+eLe aaray above Ise IIMeI. gee detail eL right:
Cd kuNung them .I- rpl•t1r,g maent
d-away
educUon�6417 (B5) • 9501 Ir
p
Na1aJA1
WDTH
1tt
eM star at hen feu of a Pporl.
is
C IrL
5 IBBAR AT TOP
MIN. (1) RI=
I-W CLEAR
CM.
6ROUi
5 IPEB.•R AT BOTT01'I
OF LMTEL CAVITr
BOTTOM RESFOICING
P IDED N LIMEL
HARES)
A R C H I T E C T a
Design
Grou ..
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigogroup.com
AA #. 0003325
w
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SILVERADO
LO T 14
BLK 1
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04128.000-14001
WODEL:
4EHB
"2605- HAYDEN"
GARAGE Sward:
RIGHT
PACE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
ARCHITECT
STATE OF FLOPoDA
owll6
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DAu 11/03/16
SCALE: 1 /4"= P - 0"
S1q3wT
LD
A R C H I T E C T S
PATIO
21'-
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_
---
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I I
6068 SLsD. I
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i
OVERHANG
OF ROOF
ABOVE
(2) 3052-SH
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ROOM
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2'-8"
BEDROOM #2 v
8'-8' CLGCLG.
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— STOR. O HB
m OPT. I b36 4X6 SLOPED CLG.
3-5H I REF I POST STAIR DATA -
L__ _ J C. (CCA) 16 RISERS O 154'
B-AWN V 15 TREADS ® 10'
.I' NOSING BOLLARD
8. X
AS REQ.
PER BLDG.
m. 8�� -
/\ Lj CODE
•I R' O
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4.
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—
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2,_i0,�
------_--------
6 _0"
-----...—._ -__
8
FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR WANDI ER 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 THER`1A-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE
PER SECTION R302.5.I OF THE FBCR 5TP EDITION (2014)
EXTERIOR MASONRY
WALL BRG. HEIGHTS
a, -a, BRIG.
LOAD BRG. WALL
UND. ON PLANS
SQ.FT. CALC. S
IST FLR LIVING
1104 50. FT.
2ND FLR LIVING
1501 50. FT.
TOTAL LIVING
2605 5Q. FT.
GARAGE
431 SQ. FT.
PORCH
115 5Q. FT.
PATIO
80 SQ. FL
TOTAL
3231 5Q. FT.
DBL.
TOP
PLATE B
m
BAR DETAIL
e
OOIPgBR MD OLM)DN0
Wm LOADS
M W WM E MW FOR 3 8ECM
WM
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30UARE
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RHAMXS
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FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR. MIN. CRITERIA
SGD. MIN,
41
5
23/-23
CRITERIA
16010 O.H.D.
112
5
21/-25
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP-B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF
THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONMOL DATE 0710"
PH: L407-774b078
FAX: 407-774.4078
www.abdesigngroup.mm
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4EHB
"2605-HAYDEN"
GARAGE SIIMCI:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
150 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
LJ
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P � D11/03/16
GICALE: 1 /4"= l' - O"
SKEET
2
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE
WALL SHALL BE 2 1/4'
HANDRAIL 6 3V
HANDRAIL 0 36'
W/ 2X4 RE-INFOR
NOTE:
HANDRAILS SHALL HAVE EITHER A CIRCULAR
CROSS SECTION WITH A DIAMTETER OF 1 3i4't 2' OR
A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT
MORE THAN io 1/4' AND A LARGEST CROSS SECTION
DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL
HAVE A MINIMUM RADIUS OF 1/0'.
B HANDRAIL DETAIL
WALL
// —
A H U
SECURE TREADS TO STRINGER
W/(3)'S 3' SCREWS ® EA
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!2) LAYERS OF 3/4' PLYUJOO
OR (2) LAYERS OF 3/4' SUB
FLOOR MATERIAL RIPS FOR
W/ CAPALF
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PER FASTENER
OF SUB -FLOOR SHEATHING
j SCHEDULE
/ B
/
PRE-ENG.
/ FLR. TRUSSES -
/
42' H. 1/2-
3/4'
KICK
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WALL W/
CAP
I• HAx PLATE
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STAIR DATA:
N05ING
10• /
16R 6 154'
15 TREADS 0
I•'IIN.
/
10'• I' NOSING
STOR.
/
0
-2x12 SYP STRINGER
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I
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m•
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NOTE:
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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 RISERITREAD HANDRAIL
CIRCULAR CROSS SECTION DIA. TO BE 1 3/4'
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GRASPABILITY WINDERS- MIN. 6' WIDE
NARROW END MIN II' WIDTH • 12' FROM
NARROW END 34' MIN. HANDRAIL HC-T.
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DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE
A R C N I T E C T S
6
Design
Grou .a
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
w .abdesigngmup.com
AA #: 0003325
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STATE OF FLORDA
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PLASTER APPLIED
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t'1 SCALE: 1/2' • V-0'
SHINGLE
ROOF
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DECORATIVE
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EQUIVALENT
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'- ---�� ------
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6' RAISED
BAND (TYP.)
4' RAISED
BAND(TYP)
8' RAISED
BAND (TYP.)
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IS-'-0 3/4'_2ND_FLR
BIB. HGT.
10'-0 3/4' 2ND FIN. FLR
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FYPON 16'X62'
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SHUTTER OR
EQUIVALENT
4' RAISED
BAND
10'-0 3/4' 2ND FIN. FLR
HGT. ._.
RAISED
x. BAND
0'-0' FIN. FLR.
J�10 -0 3/4' 2ND FIN. FLR
Y _
0 -0 FIN. FLR.
3TD. GALCS - OFF -RIDGE VENTS ONL
AREA OF ATTIC
1585 SQ, FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
= 1585/300
5.28
VENT] LATION AREA X SQ, I NCHES PER FT.(144)
= 76G8 SO, IN.
MIN. REQUIRED VENTILATION
= .5X 760.8
IN UPPER PORTION OF ATTIC
- 380.4 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PERVENT
3 A/115
TOTAL#OFVENTSREQUIRED
= 3,3070
TOTAL k 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)
Design
Grou Wne.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.mm
AA #: 0003325
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"2605-HAYDEN"
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RIGHT
PAGE:
FRONT &
REAR
ELEVATIONS
150 MPH EXP. B
ARCHrrECTI
STATE OF FLORIDA
"""94 1
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r,pDAR Ak 11/03/16
SCALE: 1 /4"=1' — O"
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PH: 407-771=8
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WALL
ASSEMBLY
ELEVATIONS
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STATE OF FLOPoDA
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LONGWOOD, FL 32750
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STATE OF FLORIDA
P � D11/03/16
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
8'-O'
UN-O.
4'-II I/2'
1 l'-II I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
In SYP)
'III l/I6' OSB
NAIL (3)12d o 6'-8' O.G.
TYP 2x12 BM./HDR.
FRAMING NOTES:
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, LINO:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
' TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART d MINIMUM WALL d HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA.
END. CUT PITCH < BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS d
DETAILS.
III
II
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III
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Or A N C N I T E C T!
Grou
Desi n
LONGWOOD, FL 32750
PH: 407-774-8078
FAX: 407-7744078
www.abdesigngroup.com
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"2605— HAYDEN"
GARAGE AWING:
RIGHT
PAGE:
FRAMING
PLAN
150 MPH EXP. B-CCA
ARCHITECT:
STATE OF FLORIDA
DP � 11/03/16
SCALE: 1 /4"=1' - 0"
SHEET
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
l'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOW,4 STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
V-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
UN.O.
4'-11 1/2'
l'-II I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
F2 x 12
(m2 SYP)
1/16' OSB
NAIL (3) 12d m 6'-V O.G.
TYP 2x12 BM /14DR
FRAMING NOTES: I I
1- HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O-
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE PETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MT6-12
3. TRUSS TO TRUSS CONNECTIONS AND HIANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6- MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
'l. 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.
'3.REFER TO DETAIL 6 SHEET 05 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS a
DETAILS.
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK,
HTT-4
TRUSS TO 4X4
POST (2) MTS-12 CJ5
POST TO BLK.
HTT-4
ROOF FRAMING PLAN
CCA 04/06/6
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK.
HTT-4
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK.
NTT-4
A R C R I T E C T S
6
Grow i
141 N. RONALD REAGAN BLVD.'',
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngrouP.c
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ARCHITECT'
STATE OF FLORIDA
DPATZ- 11/03/16
SCALE: 1 /4"=1' — O"
sizEE'!'
D
A R C N IT E C T 5
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
125V CUTLET
W AMP WIaLE POLE
80V OUTLET
IWW CUTLET
Ill OF OUTLET LL1RED
ro BIIITOI
O¢I
IIOV OUTLET
SCUIPED WA'N@A FLAIL
MERYTER (TAMPER
REWGTANT TYPE)
E@
2201 OUTLET
"I W112E CDJIECTION
{} UP
W. WATEFPROCF
ORCUND FAULT
tJ- CFI
OUTLET
NTERRFTER
suETCH
ItsSUNTOI
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E-L 1'tO 1
'
LKiff
CEILUJG LIGHT
Q\ VP
VA PROOF
l
UGNT
&
�CE28ED c w
WALL SCONCE
PRE•WIC�D
VENT. F4N
1 CFM PER SO. RT.
VENT. FAN
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L
L,Il
r
V
FIXTURE
I&PEc6 Teo Br
BW w
OUTI
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OR
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Q 4' TW�OC LKi1T
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SD. WALL MDMED B4TT. 64IX.UP
a'IDICE DETECTOR WLH9�YA�
MTERLOMECTED
® B/CA BMOKE DE'IERCR BHYA E'E A DIET-CE
CQ'� OF NOT LESS THEN 4'
PENDANT LIGHT
V OUUTL� OUTLET GA0
► TELEPHONE I —
WATER HEATER
D19CD�NEC TO BE ELEVATED
I I— I I TELEVISION JACK 1 1
I JO I �_BpX 'nccol®A1ice uv eox I
Yy iLrvri h/w/L 4CfOl®ANCE IW BOX
HAPoCED 48 BIUI FOR
M0 i1CN
FLOOD L—
OPf. SECURRY
ID:TP4D
PB. P -BUTTON FOR -me
�-`'�• U5B FYJRT
,IOTE5;
LOCATION OF TV JACKS A PHONE OUTLETS
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING,
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT,
GFI 4 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 PROVISIONS OF
FBCR 5TH ED (2014),
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
EFFICIENCY) 2014, 5th EDITION R404.1
PATIO
------------1
DINING 0
ROOM
/ GFI
l
I
KITCHEN
GN
— -
OPT.
REF GFI
� I I
PAN. ( L..T__ IP
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FOR DW / ITCH
/
I 1
� \ m
S/COS
/ GARAGE
I DOOR
I
I
1
i--C
KEYLESS
FIXTURE
GFI
GARAGE
DOOR
PREWIRE
GARAGE
\
I
I
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I �
I_:l IFJ
GFI �] \
P.B. FOR
CHIMES I
PORCH
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/
I
3ATH #2 I -
WH
/BOLLARD
AS REQ.
PER BLDG.
CODE
z FILD
Q VERIFY
Q LOC.
IRRIGATION
OUTLET a-..{
46' AFF.
FIRST FLOOR ELECTRICAL PLAN
I UNIT — NEW CHART
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
NEC CODE T 21
HOUSE PLAN: 4EHB HAYDEN MODEL
LOAD INFORMATION
VA
1?aOl 9p - GENERAL U.-- X 9 VA PER 9Q -
Ta-
2 20 AI@ APPLIANCE CUB:VIT A A Ew.
WOO
1 LAUNDRY CIRCUIT
3800
RANGE AT NAYS PWW RATING OR COOItTOP/OVEN
120M
1 MATER HEATER
4500
l DL4HNA _
1200
CLOTHES DRYER
6000
1 DI ms0
500
t YICAOMAVB
tS00
REFRIGERATOR
1200
SUBTOTAL OF GENERAL LOAD
88208
FOL 10 EVA OF GENERAL LOAD AT IOOi
10000
REYARTDER OF GENERAL LOAD AT 4oa 28203 VA x .4
11282
TOTAL NET GENERAL LOAD
21282
9.5 TON HEAT PULP (M/ BEM EMERGENCY HEAT STRIP)
21 ALP x 240 VA-
---
9.5 TON COOUHG SY EY 40 AMP x 240 VA-
• 9800
NET GENERAL LOAD
21282
NLS TarAL xvwc
ee0o
TOTAL LOAD
30882
CALCULATED LOAD FOR SERVICE
90892 -/2- V- 32B AYP
150 AMP SERVICE
•MOR9'1' CASE SCENARIO - HIGHEST -AC LOAD
USED FOR CALCULATIONS.•
NEUTRAL CALCULATION:
LIGHTING, APLLIANCE, LAUNDRY LOADS:
14,283
3000 VA a 100%, REMAINDER a 35%
NET LOAD:
6,1349
RANGE: 12000 a'10%
8,400
DRYER: 5p00 a 10%
3500
TOTAL
18,849
NEUTRAL AAPACITY: 16,489 / 240 • l8 A
112 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 14 CU, 1 °6 CU GND 2" CONDUIT OR PROVIDE
3 "2/0 AL, 1 •4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
ISm AMP ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 110140 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. I-A;2P
B. ALL CONDUCTORS SHALL BE TYPE TI-PN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE CABLE TELEVISION I
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERI'IINAL AT LOW
VOLTAGE CONNECTIONS
1 F4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
516" DIA X 8 FT LONG COPPER CLAD GROUND ROD
Design
Grou ..-
144i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
ww W.abdesigngroup.COM
AA #: 0003325
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ARCHRECT.
STATE OF FLORIDA
� J 11/03/16
SCALE: 1 /4"=1' — 0"
SPIFFY
ELECTRICAL LEGEND
SYM^BOL
DEFINITION
NOTES
120V OUTLET
20 AMP SNG1-E POLE
IIOV OUTLET
110V OUTLET
VJ OF OUTLET WRLD
9W
TO TCH
GFI
110V OUTLET
EOIIPED—T FALL
(TAMPER
WGISTAIER
RESISTANT TYPEI
220V OUTLET
(41 WRE CCNtECTIOH
-C- CFI
EM. WTERPRO^F
OUTLlT
GRgRm FAULT
MEIOSPTER
wI
SWITCH
&UITCI-I
3-WAT OPER
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4-WAY OPER
L-v o
WALL —TED
r
LKdrt
CEILING LIGHT
VP
PR70F
��l
LIGHT
�Q\
RlQBBF.D caH
WALL 9COHCE
PRE-WRED
VENT. FAN
I CFM PER 80. FT.
VENT' RAN
WiLIGHT
I CM PER BO. ft.
FIXIxTURE
RITT
(APE TeD er
4'111DE
FLUORESRES CENT
2 -BULB WRAP
2-MU-JD
LIGWL_
)_ _ �
r RuolffxeNr
4' RUORESCENT
4• TRADC L*NT
[7
PANEL
aWilm
METER
O. aj,D,
SMOKE DETECTOR
BAT( BAOc-uP
WL.NAECdItlQE
r?T
w
WALL HOMED
AATT. KICK-IP
1 1
SMOQ: DE,ECTOR
WLtl�I[BE
CARBGN MOIOXIDE
BATH. BALK -UP IIV
HAMM
® 5K0
&'aCE DEIELlCR
CO'BO
INTER-CON•ECTE.
SHALL Bfi A DISTANCE
OP NOT LESS THEN 4•
--AHT L—T
I I�
GAB
�TI PT
►
iELEPNCNE JAOC
WATER HEATER
DIBCOlNEC
TOT�ELEy�ZELEvQ�Q
T`/. I TSLENBICN JACK
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OJ-BOX ACCCImAHCE W/BOX
//•\\ MNCH�D AB &CH FOR
// \l ROOD LIGHT
OPT. SE-Ty
KEYPAD
PB. R18H-BUTTON FOR GIREB
COTES:
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED w HOMEO(UNER
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 5O CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI50T3 FBGR 5TH EDITION (20144
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD 5HALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBGR 5TH ED 12014)
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WOW TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2Oi4).
CONSERVATION !RESIDENTIAL ENERGY
EFFICIENCY) 2014. 5th EDITION R404J
BDRM. #4
PRE -WIRED
CLG FAN
GFI m
BATH {#-
/
U
UPSTAIRS
LIVING
PRE -WIRED PRE -WIRED
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-1kr
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PRE -WIRED
CLG FAN
OWNER'S
SUITE
I III I GFd (
WAX
SECOND FLOOR ELECTRICAL PLAN
A R C H IT E C T S
Design
Group InD.
1441 N. RONALD REAGA
B
LVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
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ARCHITECT'.
STATE OF FLONDA
I
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SCALE: 1/4"=1'-0"
SHEET
9
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT HS ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB ! MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3, ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS HS ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH DBF B005TER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING [0 0
EXTERIOR WALL
PLENUM 1
AIR RETURN
SUCTION AND LIQUID
1
AIR SUPPLY y
J
REFRIGERANT LINES
AIR HANDLER �_
EXTERIOR WALL
Ii
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY y
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORM jj RETURN
CONDENSING UNIT
LL
TRAP DRAIN LINE AND TER'11NATE
IN AN DRAIN,PER
FBCR 5TH EDITION (2014)
5TH EDITION
MECHANICAL BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
BRASS PLUG
I I
INSIDE
CAULK J
i
FIN. FLOOR
OR WALL
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 8240-K JOSAM 56000
SERIES NICKEL BRASS TOP
PVC OPT[/SPEC
IV. SEE
.,TE PLAN
FLOOR SLAB CLEAN —OUT (TYP.T)
PATIO
I
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ROOM 6' S/A 104
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I
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�
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7771
i
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
SECURE STRAP TO UNIT W/ (2)
4' CONCRETE SLAB -SXI 1/4' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD a 12' FROM STRUCTURE
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR 1 WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
- -
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR OBD
0
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
THERMOSTAT
m
PASS-THRU AIR GRILL -- -
Design
Grou .
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
0
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SVSDIV. a LOT
SILVERADO
LO T 14
BLK 1
PROJECT#
04128.000-14001
MODEi.
4EHB
"2605-HAYDEN"
GARAGE STUNG:
RIGHT
PAGE:
FIRST
FLOOR
MECHANICAL
PLAN
50 MPH EXP. B
ARCHITECT:
STATE OF FLOPM
7
P � D11/03/16
SCALE: 1/4°=V-0"
SHEET
10
A E C N IT E C T 86
Design
Grou
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774b078
FAX: 407-7744078
w .abdesigngmup.com
AA 8: 0003325
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SILVERADO
LOT 14
BLK 1
PROJECT#
04128.000-14001
MOaEr.c
4EHB
"2605- HAYDEN"
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RIGHT
P-TtC O ND
FLOOR
ECHANICA
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UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C N I T E C T 5
6
Vcs
Grou Ina
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA S: 0003325 A
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BLK 1
PROJL'CT*
04128.000-14001
MODffiLe
4EHB
"2605— HAYDEN"
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RIGHT
PAGIC:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
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ROLArD A ABOUCHACRA
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j ATZ: 11/03/16
SCAU 1/4"=1'-0"
8ximmT
D1
SECURE 2,6 MIN, TO BLK W/III K'
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❑
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-
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4' EMBEDMENT W/ 2'X2'X6, WASHER
AND NUT
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—.
El
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 12'.1'-0'
2X4X4' SECURE TO TRU99 W/ 3-12d
b'-8' Of MAX TYP.
2X4 SECURE TO 2X4 BLK W/1-12d
SECURE TO BLK W/ META-16
2X4 SECURED TO
GABLE END
W/(2)12deEA. UPRIGHT
L2x4 BLOCKING
• EA. RAFTER
L-30 EA.
RAFTER
N29 EA
RAFTER
2x4 RAFTER
24' OZ.
�,,� FRAMED OVERHANG
%1 STICK BUILT WALL DETAIL
1 N.TS.
�II■LI�'■
III■
_ _
Illi
.,��ti
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N
li
Ir
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PRE-ENG TRUSSES W/TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS s 16, OC.
MAX
SIMPSON LSTA-12 a EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS a I6' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN;' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS(SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE 126 NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' OC. STAGGERED
SP4 OR HS • TOP AND
BOTTOM PLATES s EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
rJ OPENING WD FRAMED W FLOOR TRUSS
SCALE: 12'.I'-0'
FASTENER SCHEE>ULE
ROOF DIAPHRAGM
USE 1/I6' OSB. OR 1/2' GDX PLY WITH 8 RING SHANK GUN NAILS AT 4' OC. AT
SIUPPORTED PANEL EDGES AND % RING SHANK GW NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL,
ROOF SHEATHING TO GABLE END FRAME
USE 'b GW NAILS a 4' D.C.
EXTERIOR SHEATHING
USE 1/16' OSB. OR 12' PLY WITH'S RING SHANK GUN NAILS AT 6' OC. AT
PANEL SIDES AND % RING SHANK GUN NAILS 4' OC. TOP 1 BOTTOM
PANEL AND 'B RING SHANK GUN NAILS AT 6' OZ. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK CAN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM MY MANIIFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIA. TENSILE 9 TOP CORD BLOCKING AT 4'
ed ROIUNDMODIFIE 2 3/8' J13 110Ja00 L
OR T O.C. MAX. IN FIRST 2 FRAMING 5
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
L 0.113 INCH NOMINAL SHANK DIAMETER
T I I T
3. 16 TO 20 RINGS PER INCH
4 T
5. 2 INCH NAIL LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
2'—O" EXTENSION ® OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING
SCALE: 1/2',I'-0'
SPACES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHING
w
90
BUILDING LENGTH
SPS a EA. STUD TOP N
BOTTOM
PRE-ENG TRUSSES W/TRUSS
CONNECTOR UP TO -1000
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 O EA. JACK
2x8 STUDS a 16' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN 1' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS a EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE 126 NAILS, TWO WITHIN 6'
FROM EACH END N NO MORE
THAN 12' OC. STAGGERED
WINDOW SILL W/(::RIPPLES
16, O.C.
I' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
VIA. WASHER
SIMPSON MSTAM-24 a EA.
JACK, SECURED WK3) Ys' X 1
3/4' TAFCCNS TO CMW/M$L 2' COVER 4 2' APART
2X9 P.T. BOTTOM PLATE
WINDOW OPENING
Ce? 2—STORY WALL
re — sw. c NAas . 4� oc.
I� T 1i
J
z
1
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR N UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REOUIRED EXCEPT s OPENINGS
F
I la
6 of
TRUSS
MTS-12
1/16' OSB.
2X4
BTM.
PLATE
2X4 DBL. TOP PLATE
2X4 STUD I6' OC.
1/16, OSB.
1/2' AS. W/ MIN,
1' EMBEDMENT
LOCATE 6'-A'PROM ENDS
AND 32' OC. MAX.
TEXTURED FINISH
MT8-12
META-16
32' O.C. MAX.
8' . WALL
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 12' • I'-0'
A SECURE 2. TO BLOCK
W/ (2) &' TAPCONS OR
DRIVE PIN
_ IMIN SHANK SIZE J45)
Inffuet I. lMIN EMBED. 1 i')
1 WITHIN S.
OF EACH
END AND 18' CC. MAX n
SPACING.
L, RING SHANK GUN NAILS
s 6' O.L. IN FIELD
&' O.SB. SHEATHING OR
I' COX PLYWOOD
WALL
6 ARCH WINDOW FRAME
SCALE:
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
'S 2' DECK _CREWS • &`a'
OZ. MAX a EDGES 1 11' OZ.
MAX IN FIELD. UNTHREADED
H '_ANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TNG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
A SECTION
PRE-ENG. TRUSS
�I
DBL. 2X TOP PLATE -
l/16' OSB.
2X BLOCKING a �+
TOP OF
1 A6' OSB.
2X STUDS 16
'
2X BTM. PLATE w
3/4' FLOOR DECKING
PRE- ENGINEERED aI
FLOOR TRUSS
2X4 a TOP
BOTTOM CONT.
HETA-I6
BLK. WALL VVV
Of CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO 0.86.
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
QS INSTALL ALL SHEETS WiFACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE: 12'•P-0•
A R C N I T E C T 8
6
Design
Grou
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA Y: 0003325
W
H
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Eluzmrv. de LOT:
SILVERADO
LOT 14
BLK 1
PROJECT*
04128.000-14001
moDalu
4EHB
"2605-HAYDEN"
GARAGE 9VMG:
RIGHT
PAGE:
MISC.
DETAILS
k.150 MPH EXP. B
ARCHMECT
STATE OF FLORDA
4 n
V
D 11/03/16
SCAN: 1 /4"= V — 0"
ar3EET
22
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R-J052.1 ON 116' O.S.B.
SHEATHING OR 2 CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
% THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
3EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR J' HIG
:TRENGTI4 CLG. BOARD
;ONC. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
IEE ENERGY CODE FORMS
OR INSULATION R-VALUES
11NDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 115 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
'16' O.G.
8' GMU
1/2' GYP. WL, BD.
WOOD BASE
1-STORY
1 BLOCK WALL
SCALE: 3/4' = I' -O'
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAP
GALV'D MTL LATH
116' TEXTURED
FINISH a WOOD
7V TO % MID WALL
WEEP SCREED
Z_ IL
-J
-8' CMU
-5/8' TEXTURED
FINISH m MASONRY
WEEP SCREED
DETAIL CC WOOD TO
BLOCK CONNECTION
SCALE: 1
FIBERGLASS SHINGLES OVER
#30 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES �1
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON -2*
TRUSSES WHERE 'X' BRACIN
TRUSSES
OVER FELT PAPER \
INSTALLED FBCR
TRUSSES WHERE 'X' BRACING
PRESENT
PER
IS PRESENT
0.5.$. SHEATHING OR 21' CDX
R9052.1 ON O.S.B.
PLYWOOD SECURED PER
ly'
SHEATHING OR 1' GDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GALE TRUSS
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x6 SUB -BAND
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
12d's ® EACH TRUSS
PER ELEVATIONS
W/ (2) 12d's a EACH TRUSS
2x4 OR 2x6 SUB -BAND m
TO BE INSTALLED -w MID. POINT OF
VENTED ALUM. SOFFIT
rYP.
oN.
TO BE INSTALLED m MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' O.C. MAX.
STIFFBACK AT ALL UPRIGHTS
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT �,4
SEE ENERGY CODE FORMS
OVER 4'-10' HIGH (SEE
10'-0' O.C. MAX.
STIFFBACK AT ALL
FOR INSULATION R-VALUES
SEALED ENG. FOR SIZE a
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-10°
J' GYPSUM BOARD OR J'
CONDITION.)
FOR INSULATION R-VALUES
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
O.S.B. SHEATHING OR
sg' GYPSUM BOARD OR'
FOR SIZE a CONDITION.)
BOARD
CDX PLYWOOD. ATTACHED
HIGH STRENGTH CLG.
O.S.B. SHEATHING OR
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED
2x4 ® 24' O.G. o INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
1/8' THICK, 3 COAT
GONG. FILLED LINTEL BLK W/
ON SHEET DE,
PORTLAND CEMENT PLASTER
(1)05 REBAR CONTINUOUS
1/8' THICK, 3 COAT
GONG. FILLED LINTEL BLK W/
OVER EXPANDED GALV'D
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) •5 REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
FOR INSULATION R-VALUES
OVER EXPANDED GALv'D
JUM$OTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP SCREED
(U "5 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ GONG. POURED CELL
(SEE DETAIL 2)
W/ GONG. POURED CELL
PLATE W/ 12d's 8' O.C. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
a 16' O.C.
PLATE W/ 12d's 8' O.G. MAX
6 16, O.C.
SECURE 2x6 PT. PLATE TO
i
8' CMU
SECURE 2x6 PT. PLATE TO
BLK W/ }'x-3' ANCHOR BOLT W/
BLK W/ J'x9' ANCHOR BOLT
2' WASHER SET IN SIMPSON
_
/2' GYP. WL. BD.
W/ 2' WASHER SET IN SIMPSON
IS/2GGYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
HIGH STRENGTH EPDXY 1'
WOOD BASE
EMBED. MIN. -a 32' OC MAX.
-
EMBED. MIN. 6 32' OC MAX.
I
5/g' THICK, 3 GOAT
S~
%' THICK, 3 COAT -•-
--r—
PORTLAND CEMENT
-
i
PORTLAND CEMENT
PLASTER APPLIED
w
PLASTER APPLIED
DIRECTLY TO MASONRY
i a ,r
DIRECTLY TO MASONRY
zQ L
1: (y
F1 ,r
NOTE:
1-STORY GABLE
1-STORY GABLE
PER FBCR S052.1 - FOR ROOF SLOPES 2:12 TO
W/ VAULT CLG.
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
BLOCK WALL,
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
1
SCALE: 3/4'=I'-O'
BLOCK WALL
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=I'-O'
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11. ASTM D 46613 TYPE Iv. OR ASTM D 6151
8' G•W
Y' DRYWALL
I-X4' OR I-X2- P.7. NAILER
lx4P.T. OR E'X4' MIN. SECURE
❑
TA FRAME /EXTEND
INTO OCK INTO
BLTAPCONS
OR DRIVE PM
(MIN. SHANK 912E J45
MRl HEAD 912E 900
MIN EMBEDMENT I-Ya'
WITHIN 8' OF EACH END t B'
O.C, MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
WINDOW TO BLOCK +3/4 OR +5/4
C1
SCALE: 1'.I'-0'
2X4: CM
SECURE TO BLOCK W/ V
TAPC_CNS OR DRIVE PIN
(MIN. SHANK SIZE J49
MR HEAD SIZE 300
MR EMBEDMENT I Y')
WITHIN 8' OF EACH END t
IB' O.C. MAX $PACING.
2X6, CEM
SECURE TO BLOCK W/2. '
T VE
OR DRIVE PIN
4" O
MIT 912E
IN. SWANK
a
MIT HEAD SIZE 300
MIR EMBEDMENT IY-)
WITHIN 8' OF EACH END t
B' D.C. MAX SPACING.
8, GMII
2XB' ®
)9 DRYWALL
SEOJRE TO BLOCK W12Mir'
TAPCONS OR DRIVE PIN
I'X4. OR 1•12' P.T. NAILER
(MIN. SHANK SIZE .145
X4 DOOR CASING
MIR HEAD 912E 300
DOOR JMiB OR WINDOW
MIN. EMBEDMENT Y.')
ATTACH TO 2X PER
WITHIN 8' OF EACH END t
B' OL. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUS JAB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-1/2
Uu) WINDOW "
W TO BLOCK +1-1/2"
SCALE:
2x4: CEO
SECURE TO BLOCK W/ >('
TAF-CN$ OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIR EMBEDMENT 1 Y.')
WITHIN 8' OF EACH END t
10' DO. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/2-4W
TAPOONS OR DRIVE PM
NOTE: STRUCTURAL 2X FAIST
BE ON OUTSIDE t SECURED
(MIN. SHANK SIZE J45
THROUGH NON-STRUCTURAL
MIN. HEAD SIZE 300
%' TAPCCN MIR
MIN. EMBEDMENT I Y.')
EMBEDMENT INTO BLOCK.
WITHIN 8' OF EACH END 4
8' CMU
18. O.C. MAX SPACING.
DRYWALL
2x8. CEM
SECURE TO BLOCK W/2-%,
1'X4. OR I•X2' P.T. NAILER
TAPCONS OR DRIVE PIN
36' 058. X 4' MILL
(MIN. SHANK SIZE J45
DOOR CASING
MRL HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1)")
ATTACH TO 2X PER
WITHIN S' OF EACH END t
1, O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
C$GALE:
2X4: CM
SECURE TO BLOCK W/ j(A'
OM TAPCON9 R DRIVE P
(MIN. SHANK SIZE .145
MIN. HEAD S1ZE 300
MIR EMBEDMENT I Y9
WITHIN 8' OF EACH END t
IS' DO. MAX SPACWY
2X6: can
SECURE TO BLOCK W/"w
NOTE: STRUCTURAL 2X MUST
TAPCCNS OR DRIVE PIN
❑
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE 145
THROUGH NON-STRUCTURAL
MR HEAD SIZE 300
V TAPCCN MIN. I-Y'
MR EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END t
®. CMU
IB' OL. MAX SPA CMC
)s DRYWALL
2X8: ®
I'X4' OR 1'M' P.T. NAILER
SECURE To BLOCK WQ-
7AF'CON9 OR DRIVE PIN
I' P.T. X 4' MIN.
(MIN. SHANK SIZE J45
DOOR CASING
MIR HEAD SIZE 300
DOOR JAMB OR WINDOW
MR EMBEDMENT I )W'
ATTACH TO 2X PER
WITHIN 8� CF EACH END t
1'JANUFACTUREB DETAILS.
NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +2 1/4"
%r�1 WINDOW TO BLOCK +2 1/4"
D SCALE:
2X4:
SECILIRE TO BLOCK W/ '
TAf-40" R DRIVE PIN
O
(MIN. SHANK SI2E J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITFWN 8' OF EACH END t
15' OC. MAX SPACING.
2x6: CEO
SECURE TO BLOCK W/2-3w
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145
BE ON OUTSIDE t SECUIIZED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT 1)")
9(' TAPCON MIN. I-Y.'
WITHIN 8' OF EACH END t
EMBEDMENT INTO BLOCK
B' DO. MAX SPACING.
B' CMII
2XB: ®
Y' DRYWALL
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PM
I'X4. OR 1'k2' P.T. NAILER
(MIN. SHANK SIZE J45
DOOR Oggp.IGM
MR HEAD SIZE 300
Mal
O
DOOR )R WINDOW
MR EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN 8' OF EACH END t
B' CO. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
L' SCALE:
2X4:
SECURE TO BLOCK W/ 9y'
O
TAPCONS R DRIVE PM
(MIN SWANK SIZE J45
MIN. HEAD 812E 300
MIT EMBEDMENT I YEN
WITHIN VEACH END t
b' D.C. MAX 9PACRYs.
NOTE: STRUCTURAL 2X MUBT
BE ON OUTSIDE t SECURED
TW
THROIYN NON-STRUCTURAL
2X6: ®
j(' TAPGON MIN. I-V
SECURE TO BLOCK W/2-)W
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE .145
❑
8' CFII
MIT HEAD SIZE 300
)i' DRYWALL
MIK EMBEDMENT I Y')
WITHIN 8' OF EACH END t
OR I'X2' P.T. NAILER
10' OL. MAX SPADING.
�I'X<4-
2ND 2X SECURE TO
2X8: ®
STRUCTURAL MEMBER W/(2)Rtl
SECURE TO BLOCK W/1-�/'
WITHIN 8- OF EACH END t 6'
TAFICQJS OR DRVE PIN
TO 8. OL. MAX
(MIN. SHAW SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WMDOU
MIN. EMBEDMENT 1 V)
ATTACH TO 2X PER
WITHIN B' CF EACH END t
MANUFACTURE. DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +T
rp1 WINDOW TO BLOCK +T
1SCALE: 1'=1'-0'
2X4, CEO
SECURE TO BLOCK WAY
TAPOCNS OR DRIVE PM
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT IY')
WITHIN S' OF EACH END t
18. O.C_ MAX SPACING.
2X6: ®
SEQIRE TO BLOCKWA-1/4'
NOTE: STRUCTURAL 2X MUST
TAPCONS OR DRIVE PIN
❑
BE ON OUTSIDE t SECURED
MIN. SHANK SIZE J45
THROUGH NON STRUCTURAL
MIN. HEAD SIZE 300
%' TAPCON MIN. I-V
MIT EMBEDMENT I
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END t
EN
IS' DO. MAX SPACING.
B• cm
2X8: CEM
)$' DRYWALL
SECURE TO BLOCK W I-1/4'
I'X4' OR I'M' P.i. NAILER
TAPCON9 OR DRIVE PIN
76' OSJ5. X 4' MIN.
(MIR SHANK SIZE J49
MRL HEAD SIZE 300
DOOR CA9RUG
MIN EMBEDMENT I Y.')
WITHIN 8' OF EACH END t
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
IS- D.C. MAX SPACING.
MANFACTURES DETAILS.
NOTE: SHIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: I'.I'•0'
2X4: CM
SECURE TO BLOCK W&'
TAPCONS OR DRIVE PIN
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIR EMBEDMENT I Y.')
WITHIN 8' OF EACH END t
IS- OL. MAX SPACNG.
2X6: cm
SECURE TO 6LOCK WA-1/4'
TAPCON$ OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIR SHMK SIZE J45
BE ON OUTSIDE t SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIR EMBEDMENT I Y4,)
Y.' TAF'CON MIN. 0V
WITHIN 8' OF EACH END t
EMBEDMENT INTO BLOCK
18' OC. MAX SPACING.
8, cm
2X8: ®
Y' DRYWALL
SECURE TO BLOCK Wn-I/4'
TAPCONS OR DRIVE PIN
1'X4' OR 1'X2' P.T. NAILER
(MIN. SHANK SIZE .145
1' P.T. X 4' MIR
MIR HEAD SIZE 300
DOOR CASING
MREMBEDMENT I I)
WITHIN S' Or EACH END t
DOOR JAMB OR WINDOW
10' CO. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3 3/4"
u1 WINDOW TO BLOCK +3 3/4"
SCALE: I'.1'-0'
a p Y 1 T a P T a
qtusp-..2..
Gr
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA A: 0003325
w
y
i
0
0
F
4
3
" w
BU=XV. a. LOT
SILVERADO
LOT 14
BLK 1
PIROJECT#
04128.000-14001
MODEie
4EHB
"2605- HAYDEN"
GARAGE B7/W0:
RIGHT
PAGE:
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARC..FiITECT:
STATE OF FiORIDA
07
D � 11/03/16
8CALE: 1 /4"=1'- 0"
B*EMET
D 3
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
RS052.1 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
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR I'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/6' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED 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. 6 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR FRAME
\ \ SEE ENERGY CODE FORMS
\ FOR INSULATION R-VALUES
1' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UNDOW SILL
?x STUDS 4, 16' O.G. MAX W/
NSUL., SEE ENERGY CODE
=ORMS FOR INSULATION
z-vALUES
t' T 4 G SUBFLOOR GLUED
4ND SCREWED AS PER
=ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'INSTALL PER MFG. SPECS.)
�' GYPSUM BOARD OR 2'
41GH STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK W/
'U 05 REBAR CONTINUOUS
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
=RECAST LINTEL
UINDOW ATTACHMENT AS
'ER MANUFACTURES
SPEC IF I CAT IONS
'RECAST SILL
U 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
® 16' O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'3052.1 ON I,' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL, DRIP EDGE
2x4 OR 2xro SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS 6 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 6' O.C. 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
ib O.S.B. SHEATHING OR 1' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
116' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. 6 TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND �~
ZA FLOOR FRAME
SCALE: 3/4'=1'-O' a ��
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's e EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS s+ Ilo' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J. GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.C.
FIBERGLASS SHINGLES
OVER •30 FELT PAPER
INSTALLED PER FBCR
RS052.1 ON �,' O.S.B.
SHEATHING OR 3' 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
2x6 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
"5 REBAR 6 Iro'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION I
R-VALUES z w
8' CMU',
1/2' GYP. WL. BD, WALL
WOOD BASE SECTION -
WOOD
FRAME TO
1 B LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 s EA.
2X8 STUD
}' DRY WALL
" DIA ANCHOR BOLT
AT I6' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
® 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
Ix2 P.T. FURRING STRIPS
a 16' O.G.
6' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
W/6' HOOK @ 24' O.G.,
MIN. 24' IN SLAB
2'-0" (MIN_
4' CONC., REINF. W/ 6'x6'
WI.4XWI.40 WWII ON Ci-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 REBAR ON CHAIRS
2x STUDS a 16' O.G. MAX W/
ib O_S.B. SHEATHING OR Z' CDX
2x STUDS 6 16' O.C. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 5052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4' T 4 G SUBFLOOR GLUED
1/0' THICK, 3 COAT PORTLAND
" T 4 G SUBFLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
AND SCREWED AS PER
CEMENT PLASTER OVER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D226 TYPE
FASTENER SCHEDULE
EXPANDED GALV'D METAL LATH
FASTENER SCHEDULE
II, ASTM D 4,5613 TYPE IV, OR ASTM D io151
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
3/4' T 4 G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT. is TOP AND BT. OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
-
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T, 9
r FLR, BT. 2x4 IS FOR WALL
CMU) W/ (3) 12d NAILS o EACH
SIMPSON HETA-I4o EMBED.
I - 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. SPECS.)
' GYPSUM BO
W/ TRUSS PLAN
CONC. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
%' THICK, 3 COAT PORTLAND
(1)05 REBAR CONTINUOUS
GONG. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(1) 15 REBAR CONTINUOUS
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
RIBBON
2 PERPENDICULAR PRE-ENG FLOOR TRUSS
2A FASTENING DETAIL
SCALE: 3/4'= I'-0'
SCALE: 3/4"= I'-0'
A R C N IT EC T!
Design
Grou1-
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
h
0
4
U
m
0
0
w
i
m
SILVERADO
LOT 14
BLK 1
PROJECT#
04128.000-14001
monzl s
4EHB
"2605- HAYDEN"
GARAGE SWWG:
RIGHT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
%150 MPH EXP. B
r ARCF ffMCT-
D 2_ 11/03,
SCALM 1/4"=l'-0"
St2EET
4
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
OVER 30 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
OVER " FELT PAPER
INSTALLED PER FBGR
TRUSSES WHERE 'X' BRACING
OVER "30 FELT PAPER
INSTALLED PER FBCR
RWS2.1 ON r'1 O.EB.
IS PRESENT
INSTALLED PER FBGR
R905.2.1 ON I,' O.SB.
SHEATHING OR CDX
R9 052.1 ON 1,' O.5.B.
SHEATHING OR 3' CDX
PLYWOOD SECURED PER
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
- P.T. IX2 W/ MTL, DRIP EDGE
SEE ENERGY CODE FORMS
2x4 OR 2x6 SUB -BAND PER
W/ (2) 12d's ® EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
FOR INSULATION R-VALUES
ELEVATIONS
P.T, IX2 W/ MTL. DRIP EDGE
I' GYPSUM BOARD OR
2x4 OR 2x6 SUB -BAND
GYPSUM BOARD OR �'
2x4 OR 2x6 SUB -BAND
HIGH STRENGTH CLG.
PER ELEVATIONS'
HIGH STRENGTH CLG.
VENTED ALUM, SOFFIT
PER ELEVATIONS
BOARD
VENTED ALUM. SOFFIT
50ARD
5TIFFBAGK AT ALL
DOUBLE TOP PLATE
UPRIGHTS OVER 4'-10'
VENTED ALUM. SOFFIT
SIMPSON
TWIST STRAP VERIFY W/
HIGH (SEE SEALED ENG,
SEE ENERGY CODE FORMS
5P2 o EA.
WINDOW HEADER SIZE
TRUSS PLAN
FOR SIZE 4 CONDITION)
FOR INSULATION R-VALUES
1,000" UPLIFT
2X8 STUD
VARIES PER WINDOW
CONNECTOR
OPENING SEE HEADER
WINDOW ATTACHMENT AS
SECURE 2x4 PLATE TO WALL W/
2x8 SYP 02
SPAN CHART FOR
PER MANUFACTURES
g,'
THRU-BOLTS g
GYPSUM BOARD OR
DBL TOP
DETAILS
SPECIFICATIONS
8 x6' 32' O.G.
HIGH STRENGTH CLG.
PLATE
SHEATHING OR li
O.S.B.INDOW
MAX THEN SECURE GABLE TO
BOARD
DRY WALL
I6 .
CDX PLYWOOD.
SILL
2x4 PLATE W/ 12d's 8' O.G. MAX
DOUBLE TOP PLATE
WALL'
SHEATHING'
DIA ANCHOR BOLT
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
2x STUDS o 16' O.C. MAX W/
OR
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
2x6 SYP "2
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
INSUL., SEE ENERGY CODE
PLATE W/ SIMP50N HTC4 G 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
1/8' THICK, 3 COAT
FORMS FOR INSULATION
O.C. MAX
SPECIFICATIONS
AT 12' O.G. MAX
PORTLAND CEMENT
R-VALUES
WINDOW HEADER SIZE VARIES
SIMPSON SPI
PLASTER OVER
PER WINDOW OPENING SEE
WINDOW SILL
s EA. 2X8
EXPANDED GALV'D
T 4 G SUBFLOOR GLUED
HEADER SPAN CHART FOR
2x STUDS ID 1' O.C. MAX W/
6
STUD
METAL LATH ON
AND SCREWED AS PER
DETAILS
INSUL., SEE ENERGY CODE
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
FASTENER SCHEDULE
r O.S.B. SHEATHING OR CDX
FORMS FOR INSULATION
R-VALUES
2x8 P.T. SYP 02
O SOLE PLATE
(l) COURSE TIE -BEAM
TYVEK BUILDING WRAP
PLYWOOD. ATTACHED PER
~
POURED SOLID WITH
(REFER TO STUCCO
FASTENER SCHEDULE ON SHEET
T 4 G SUBFLOOR GLUED
Z
- CONCRETE. (1) 05
SPECS FOR COMPLETE
D5
AND SCREWED AS PER
(LQ
REBAR HORIZONTALLY
INFORMATION)
1/8' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
O 0-
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
O a
PRECAST LINTEL
NOT BREAK 1'-4' MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALV'D METAL LATH
= w
+ 0-
j WINDOW ATTACHMENT AS
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
ON FORTIFIBER JUMBOTEX
'D'
PER MANUFACTURES
2x4 CONT. 0 TOP AND
i�' GYPSUM BOARD OR �'
GRADE
BUILDING WRAP (REFER TO PAPER OVER TYVEK
J �
SPECIFICATIONS
BT. OF FLR TRUSS (TOP
HIGH STRENGTH CLG.
STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRU5S
w O
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
BOARD
INFORMATION)
- (INSTALL PER MFG. SPECS.)
tL
Z 05 REBAR u 16'
PRECAST SILL
2x4 IS FOR WALL
SHEATHING NAILER)
CONC. FILLED LINTEL BLK L
(1) S REBAR CONTINUOUS
SEE ENERGY CODE FORMS
NOTE: SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND FLR
GYPSUM BOARD OR "
HIGH STRENGTH CLG.
' W O.G. MAX, IN
Z
w CONCRETE
Z POURED CELL,
Ix2 FURRING STRIPS
LINE
BOARD
P.T.
WEEP SCREED
FOR INSULATION R-VALUES
2x4 CONT. s TOP AND BT. OF
O VERIFY PER
B 16' O.G.
(SEE DETAIL 2/[)3)
PRECAST LINTEL
FLR TRUSS (TOP 2x4 SUPPORTS
CONC. FILLED LINTEL BLK W/
LL PLAN.
no
8' GMU
EMBED. STRAP VERIFY
WINDOW ATTACHMENT AS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
(1) "5 REBAR CONTINUOUS
p O SEE ENERGY
I/2' GYP. WL. BD.
W/ TRUSS PLAN
PER MANUFACTURES
PRECAST LINTEL
DE FORMS
04
THICK, 3 COAT
SPECIFICATIONS
NAILER)
J WINDOW ATTACHMENT AS
J w OR*
(1) CONTINUOUS REBAR
PORTLAND CEMENT
PRECAST SILL
WEEP SCREED
\� PER MANUFACTURER
>
INSULATION �
WOOD BASE
PLASTER APPLIED
(1) "5 REBAR VERTICALLY
(SEE DETAIL 2/D3)
SPECIFICATIONS
3 M R-vALUES j
04 REBAR 48' LONG
DIRECTLY TO MASONRY
W/ CONC. POURED CELL
PRECAST BILL
_z
w.4 L .. n
W/6' HOOK a 24' O.G.,
2—STORY _
Ix2 P.T. FURRING STRIPS
EMBED. STRAP VERIFY
(I) "5 REBAR VERTICALLY
p = QI, F
MIN. 24' IN SLAB
FIRST FLOOR
16' O.C.
W/ TRUSS PLAN
W/ CON(. POURED CELL
a �7
2'-0' (YIN.
BLOCK SECOND
a
8' GMU
1/2' GYP, WL, BD.
5
/8' THICK, 3 COAT
- E - Ix2 P.T. FURRING STRIPS
O
I_ iN BLABi
ill
PORTLAND CEMENT
16 O.C.
_
FLOOR FRAME ] _
WOOD BASE
PLASTER APPLIED
I
I
1 SCALE: 3/4'=I'-0'
DIRECTLY TO MASONRY
8' CMU
WALL
s
I
112' GYP, WL. BD.
4' GONG, REINF. W/ 6'x6'
g °
2—STORY GABLE
WOOD BABE
SECTION
WIAXW1.40 WWM ON 6-MIL POLY
FIRST FLOOR
WOOD _
ETHYLENE VAPOR BARRIER ON
L4=
WELL -COMPACTED CLEAN FILL
-
BLOCK SECOND
ui
FRAME FRAME TO_,
TERMITE TREATMENT SHALL BE
I66 j
1 A FLOG R FRAME
L� "e
1 B LOCK WALL °
6 6'
2-_ Bo 5 REBAR ON CHAIRS
SCALE: 3/4'=1'-0'
a
A R C H I T E C T S6
Desi;�n
Grou .!.
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abdeslgngroupmm
AA #: 0003325 A
F
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y
w
a
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a
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ro
SLTBDIV. &. LOT
SILVERADO
LOT 14
BLK 1
PROJECT#
04128.000-14001
MODEL:
4EHB
"2605—HAYDEN"
GARAGE BQWG:
RIGHT
PAGE:
MONOLITHIC
2—STORY
1— HR WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHrrECT-
STATE Or- FLORIDA
;0v
016
J � 11/03/16
8CAIM 1/4"=1'-0"
simcm /�
D4. 1
PRECAST HEADERIMIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
DBL. TOP PLATE
MIN EMBEDMENT 1 1/4')
2X4 16O.C- MAX
8' FROM EACH END AND 10.1 --
OC. MAX. MIN 1-1/4' EMBEDMENT : w
2 X 6 MIN 2 X 3) 2-3/16 TAPCON �z
OR DRIVE PIN (MIN SHANK SIZE.145 -
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
6EOURE 2X4 W/ 2-'
TAFGONS OR DRIVE PIN
8' FROM EACH END AND IS'
(MN SHANK SIZE J45 MIN.
HEAD 612E MN
O.G. MAX. MIN 1-1/4' EMBEDMENT
.* W 8'
EMBEDMENT
1 X 8 (MIN 2 X 3) 2-3/16 TAPCON
EA END NOT EXCEED
OR DRIVE PIN (MIN SHANK SIZEJ45
18' OC. MAX
MIN HEAD SIZE 300 2X4 SOLID FLOCKING
MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/
S.FRCM EACH END AND 1 . MIN. 2-12d PER BLK EA END
O.C. MAX. MN 1- 1/4' EMBEDMENT T/16' 068 SHEATHING
GMIU WALL
2X4 SOLIr
BLOCKING SECURE
TO SHEATHING WITH
ARCHWAY DETAIL
MIN. 2-12d PER BLK
16" AND UNDER
1 SCALE: 1/1'.r-0'
EA EW
DBL. TOP PLATE
2X4 16' O.G. MAX.
SECURE 2X4 TO
WOOD W/2-12d • 6'-8'
O.C. STAGGERED
SECURE 2X4 W/ 2-%'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
300 MIN.
EMBEDMENT IV WAN
8' EA. END NOT TO
EXCEED 10' O.G.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MN 2-12d PER BLK
EA. END
3 EXTERIOR ARCHWAY
SCALE: I2'.I'-0'
%; CAB. OR Iq PLYWOOD SHEATHING
O 30 BLDG. FELT
O3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD DI5T0, 36- WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
OS FIBERGLASS SHINGLES
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
e' FROM EACH END AND IS'
O.G. MAX. MIN I-1/4' EMBEDMENT
2 X 6 )MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300,
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
O.G. MAX. MIN 1-1/4, EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/16 TAPOON
OR DRIVE PIN (MIN 'HANK SIZE.145
MIN HEAD SIZE 300
1/16' 08B SHEATHING
MIN EMBEDMENT 1 1/4')
2X4 16- O.C. MAX
W FROM EACH END AND 18'
(WHEN OVER IS' IN HEIGHT.)
O.C. MAX. MIN 1. 1/4' EMBEDMENT
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN 2-12d PER BLK EA END
ARCIjWAY DETAIL
4 16 AND UP
SCALE:
5 CLOSED VALLEY FLASHING DETAIL
N.rs.
TR1S8
1/2' CLG. BOARD ! TEXT.
81MP° d,
9P4
SIMPSON SP4 2X4 DBL. TOP PLATE
EVERY
• EVERY 1/2' DRYWALL
OTHER
OTHER STUD 2X4 WOOD STUDS 016' O.C.
STUD
U.N.O. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
X4 PT. PLATE
SIMPSON SPA
32' CC. MAX
I2'XS' AS. 32' O.C.
!'EMBEDMENT
CONC. SLAB
2 -W. CONT.
777
1—STORY
INT. BEARING WALL
6 SCALE:
NOTE: FOR WALLS WNO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DOUBLE TOP PLATE
2.4 C0KTINOUS STRE66
BLOCKING MID WALL
2.4 STUDS s 16' O.C. MAX,
LICK
I' T ! G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON HSTA-36 • 32'
OC. MAX
PRE-EN'G FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS a 16' OC. MAX,
LICK
12' GYP. ILL. BD.
SECURE BY. PLATE TO SLAE
W/ I'xS' ANCHOR BOLT W/ 2'
WA8 4ER SET IN SIMPSON
WIG"
STRENGTH EPDXY T'
EMBED. MIK
SIMPSON SP4 s 52' OC. MA:
,' 1INT. 2—STORY L.B.W.
SCALE: wow-0'
PRE-ENG TR
CCNV. FRAMED
I' O.S.B. SHEATHING OR I'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCORE
BETWEEN TRUSS BAYS W/
(3) 12d's EACH END
2. DOUBLE TOP PLATE
STUDS • 16, O.C.
MTS-12 • EVER STUD
2X4 BT. PLATE
DORMER
8 ATTACHMENT
SCALE: I2'.1'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12dS 6'-8' OC. MAX.
1/8' TEXTURED FINISH
l/16' OSB SHEATHING
2 X 4 IS' OC. MAX
(WHEN OVER I6' IN HEEGHT.)
2 X 4 (WHEN OVER IS' IN HIEGHTJ
1/4' TEMIPERED MASONITE
GLUE 4 NAIL W/8d'S e'.12' OC.
IF NEEDED.
2 X SOLID BLKYG a ARCH
SECURE W2-12d EACH END
ATTACHMENT PER
MANUFACTURER'S SPECS.
MTL WDW FRAME
NOTE• NO GAP • WDW FRAME
TO EXCEED 1/4•
ARCHWAY DETAIL
A CUTAWAY
SCALE: 12'•I'-0'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN MIN SHANK SIZE.145
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 10'
EXISTING BLK ASV.
O.C. MAX. MIN I-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
T/8' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
1/16- OSB SHEATHING
MIN EMBEDMENT 1 1/4')
6' FROM EACH END AND IS*
H 4 16' O.C. MAX.
(WHEN OVER IN HEIGHT)
(WHEN
OC. MAX. MIN 1-1/4' EMBEDMENT
1 X 4 (WHEN OVER
ER 16'
2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON
IS' IN HEIGHT-)
OR DRIVE PIN (MIN SHANK SIZE345
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4SECURE
2 k SOLID BLK'G s ARCH
SECURE W2-12d EACH END
8- FROM EACH END AND 18'
ATTACHMENT PER
OC. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S SPECS.
MTL WOW FRAME
1/4' TEMPERED MASONITE
'NOTE: NO GAP • WOW FRAME
GLUE 4 NAIL W1Sd•6 8•-12. 0.0
TO EXCEED 114'
IF NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: I2' • I'-0'
ASPHALT SHINGLES OVER
30 FELT ON 1/16' OSB.
PRE-ENG GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE ! CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
CONT. 2,4 SPF RAT RUN '
SECURED W/ (2)12d's • EACH
TRUSS
(2) 2x4 -2 5.YP. DIACONAL BRACE W/ (3)
12d'4 • EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
— `I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO
TRUE' ENG. FOR ADDITIONAL HORIZONTAL TRUSS, REINFORCEMENT.
0'-0' TO 30'-0- (I) X-BRACE
30'A TO 60'-O' (3) X-BRACE (1) X-BRACE a CENTER AND (21
BRACE DIVIDED EQUALY FROM CENTER TO END
�n1 GABLE X—BRACING
SCALE: I2'.I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER S1ZE
MIN. (3) 124 NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
b(S NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG TRUSS
aLTERNAre caNNecnoN ��1 CON
V. FRAMED ROOF
MBTA-24 RAFTER TO BLK'G SCALE: I2'.I'-0'
BETWEEN ?HISSES
0'-0' TO 30'-0' (IJ 'X' BRACE
TO 60'-0' (3)'X' BRACE
(I 'X' BRACE s CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER -�
30 FELT ON 1/16' 0:38.
(2) 2X4 •2 SYP DIAGCNAIL BRACE
W/ 3-12d a EA TId.)SS l DIACGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BRACING
IS RESENT
Tf; NAILS EA ENDTO TRJ TO $8
SPF STIFFBACK
(SEE SCALD ENG. PACK FOR
912E ! CCMHECTION)
1/16' O5B SHEATHING
USE Sd NAILS AT
4' — EDGE ! 6' ... FIELD
2X4 W/ 31V X 5 LAG o32' OC. M
OR'IMPS HSTA-24 a 32' O.0 MAX. ,
SHEATHING NAILING TO BE
6'-8' OC. IN FIELD
4' OCAALL EDGES W/8d NAILS
TRUSS 24' —
1/2' CLG. BOARD
NAIL CONT. RAT RN TO
TRUSS W/ (2) 12d • EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX
(1112-STORY GABLE END CROSS BRACING
SCALE: 1/2'•I'-O'
• 1115 UPLIFT
SIMP5CMI HT5M20
WAO 10d TO TRUSS
AND (4) 1/4' x 2 1/4.
TAPCONS TO OONT
POURED LINTEL
• 2350 UPLIFT
l2)SIMPSOM HT5M20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCCNS TO CONT
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIK 2' COVER 2' APART
��1TRUSS ANCHOR RETROFIT
N.is.
12"
FINISH » LANDING ---
3/4" PLYWOOD F.F. =
I -
1 --
�_ - - - - - CL
DBL 2X6 \o
36" MIN. FIN15H
1 3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED IN R
FINISH g LANDING PLYWOOD INTO
3/4' PLYWOOD FF. EACH STRINGER
3-2x12 SYP STRINGER ' DBL 2XI2
REINFORCED W/2X4 SPFOR
W/CONT. BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR s
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3n 3' SCREWS 0 EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABIL ITY
WINDERS- MIN. 6' WIDE w NARROW END
MIN. 11' WIDTH s 12" FROM NARROW END
34' MIN. HANDRAIL HGT.
2XI2 TREAD "'----
CUT TO FIT
IXS RISER
zl NAND RAIL
11
Ym11 1/2' DRYWALL
IXIO TRIM
I' NOSING TYP.
(3) 10d CUT NAILS
a 2X4 P.T. m Q
SLEEPER INTO r
SLAB
3 STAIR SECTION DETAILS
A R C H I T E C T S
6
Grou l
D USi .n
.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA M: 0003325 J
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4128.000-14001
HODEIA
4EHB
"2605- HAYDEN"
GARAGE B'WMG:
RIGHT
PAGE:
MISC.
DETAILS
V. 150 MPH EXP. B
ARCHITECT
r
DAR= 11/03/16
9CAXZ. 1 /4"= V - 0"
8HffiET
5
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-R3
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 172"
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-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-R3
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-R9
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WW W.FLORIDABUILDING.ORG
CONTROL DATE: 05-19 16
A R 6 N I T E 6 T E
Design
Grow .a.
Ai N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 8: 0003325 A
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04128.000-14001
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"2605-HAYDEN"
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PRODUCT
APPROVAL
LISTING
150 MPH EXP B
11V
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SCALM: 1/4"=1'—O"
gl*mc T
D6
-ZEFOR'IED CONTROL JOINT-
.ANGE OF CONTROL JOINTS TO
E WIRED TIED TO LATH • 9- -
C. MAX (VERT.). NOTE,, DO
JT FASTEN CONTROL JOINT TO
ALL EVEN IF STUD EXISTS
EYOND EXCEPT STAPLES W/
' LEG MAY BE USED TO TEMP.
i:Cl1RE CONTROL JOINT
JRING INSTALLATION
ISTENERS TO BE SPACED—]
1. OC. MAX VERTICALLY /
FI SHALL NOT
CONTINUOUS
:000H CONTROL
4TS BUT SHALL
STOPPED AND
2 AT EACH SIDE
a' THICK 3 COAT CEMENT
PLASTER
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED -7 (VERY-) OC. MAX
AT SUPPORTS
URB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
ASTM C1063 \ PROVIDE 2X4 BLOCKING
2
a \ PLACED FLAT MAX. 6' TO 8'
` FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
15TENER5 FOR LATH TO BE NAILS O\R i STRUCTURAL STUD
IDLES IN COMPLIANCE W/ ASTM C1063
IRE TIES TO BE (NO. 18) OM415' WIRE
BLOCKING SHOWN MAY BE IN ADDITIO�}� \
WALL STUDS REQUIRED PER PLAN /
i
I
O1. FOLD W WIC . PT, A
®FOLD
OL FOLD 11FIU•FD
-.A2.CREABE • PT.B
.CREASE • M. C
f
J� ��-
Ts -
J I BHII—E RROG -- T
DRIP EDGE. OVERLAP G_
EMEND 14- BELOW
9NEATNNG, FCONANICALLY
FASTEN 4. = MAX
OI. FOLD NIItARD . PT. 4
3. C1a:ABE . PT. B
FOLD �
s' u,
OI.
FOLD NLLWRD . Pr. 4
2. geE48E • PT. D
3. CRE46E . PT.G
1. FOLD M. C OVER PT.
B TILL M. C TOUCIIEB
BOTTd't FLANGE
*.� DTI.-T
BELL. FOLD.
IUD( an.
j' THIGK, 3 COAT CEMENT
PLASTER
UPS LAYER -2, FORTIF15E
BUILDING PAPER
U RS LAYER -1,
STUCCO WRAP
LAP CATERS OF WILDBJG UAP.AP
OVER NAILING 0.ANGE, STOP
LLFB ee®ox I )f' AEfOVE
SxB WALL 0.ABNNG
KICIc-OUT FLASHING (BEE
DETAIL)
(!� ET , NBT4LL KK2cOUT �
0.4BNaG 41 BOTTOm OF IeO.:F �
(WALL eITFJiBEOTIGlB
NOTE"
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMJM OF
6' •VERTICAL LAPS (ROLL
ENDS) 4 6' s HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORTIBER SHEATHING TAPE
-T- LATu
\
x
X�
LATH VERTICAL LAP TO BE I'
^ �� METAL LATH
WRB LAYER S,
STUCCO WRAP
I--AlELcw oHLY_-.. /
W S LAYER 4, FORTIFIBER
BUILDING PAPER
/
�JII
I / '
2 APER LAP
SCALE, 1 I/2'•I'-0'
4) KICKOUT
DETAIL
WATER Tl— SEAL (BEND OR
BOLDER DO NOT I=
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BERUEEN SUPPORTS
WITH 00 15-IN. 021-MM)
WIRE AT INTERVALS NOT
MORE THAN 9' (229-MM).
AS PER ASTM CI063
1.61.
NOTE
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER MANUF. SPEC. OR
PEEL F STICK
ROOF
WOOD STUC
SHEATHING
BUILDING -
PAPER
STUCCO —
}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
ORS LAYER •2, FORTIFIBER
BUILDING PAPER
U1RB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
hLAP • LATu
LAP . PAPER
HORIZONTAL LATH
& PAPER DETAIL
L2,
WOOD SHEATHING
WR5 LAYER •I,
STUCCO WRAP
I' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WR5 a TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
FLASHING
4'z4' SELF -ADHERING MEMBRANE L
FLASHING (COMPATIBLE W/
WRAP MATERIAL) OVER NOUSET
4'
APPROVED HOUSE WRAP.
FLASWW. TO EXTEND ONTO PIPE /
i' OR LESS PIPE 1'
PENETRATION
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FLASHING
STEP "I
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS -
RECl11RED TO SECURE
PIPE/ WIRE TO FRAMING
6'x&' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER AFT -ROVED
HOUSE U.R.AP.
FLASHING TO EXTEND ONTO PIPE
-- -CUT AND OVERLAP ONE SIDE OF
STEP 02 9ELA�IADNERMG MEMBRANE
WRB LAYER FI,
STUCCO WRAP
-- "—
- UPS LAYER -2, FORTIFIBER
METAL LATHAPER
--6'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'z4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
------1
FLASHING OVER APPROVED
NOOSE WRAP.
J
FLASHIPY TO EXTEND ONTO PIPE
—%' CONT. BEAD OF SEALANT
INSTALL APPROVED HOISEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
—
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION
rPER FBC R703.8.01
II Enlerlor IeUlllg uM�IBYen'r_gi
shall or use f th the application cemerR planter
shall comply with the 9M-1
i requkemend: of ASTM C 826-11 A.
Installadon of axlanor IaMrg eM hamirg
shall comply with ASTM C 1063-11A
FIFE FENETFATION DETAL
NIiC.
LE G E N I
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER #2 (FOiRTIFIBER
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO I- =-
WOOD SHEATINING ✓L�%�1�1T/1J
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
iR-103.6.l / ASTM C-84-1-12, MIN. 25 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A N C N I T E C T 8
Design
Grou i.D.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774407E
w .abde igngroup.00m
AA #: 0003325
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PROJECT/
04128.000-14001
MODELT
4EHB
"2605-HAYDEN"
GARAGE 81►WG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT
STATE OF FLOR DA
Dlu3qT -1
A 11/03/16
SCALE: 1 /4"=1' — 0"
WEME�Tr
tl tl AI
BACKER ROD
BACKER ROD
WRB LAYER h,
STUCCO WRAP
INSTALL &' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND 80TTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM, 2. SIDES, 3. TOP
VENT CAP 19 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 SIDES, V CAULKING e JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathing and plaslervv
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-11 A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-1IA. �!
I�
;I.
HOODED VENT
X
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER h,
STUCCO WRAP
WRB LAYER r2, FORTIFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
-METAL LATH
B' CMU VINYL CASING BEAD
6' RAISED BAND
7b' TO ib' MID -WALL
—_ •. 'UTI aaxEn
b' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
7C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WRB
LAYER °I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING '?�Tl/TlTlI7T/�
SELF-ADHE51VE FLASHING — —
NOTE:
METAL LATH: LATH TO BE PER FBG
Rl03.&J / ASTM C-841-12, MIN. 2.5 LBS,
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT m
TOP d SIDES
F B DRYER VENT (BLOCK)
BUILDING PAPEF
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
6' SELF ADHESI'
FLASHING (INSTA
PER MANUR 51-E
BUILDING PAPEF
UNDER 'QUICK FI
�_�VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
iij�CN IC/ FL VCIYC
STUCCO SCRATCH COAT
6 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
Ye' TO s/s' MID -WALL
WEEP SCREED
SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
7A HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
I
ELEC. METER FIELD
VERIFY LOCATION
I
Il
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
��� ^T 7R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER •1,
STUCCO WRAP
WOOD SHEATHING
WOOD SHEATHING
WRB LAYER'I,STUCCO
WRAPWRBLAYER
-2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOODl/0'
TEXTURED
fl"
CONSTRUCTIONFINISH
• WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • l' OL. MAX
S CMU
Ys' TO MID -WALL
IIFFP l'QFFr]
• ! —�v' WIDE STRIP SELF
-- -- ADHESIVE FLASHING, CLEAN
_ MASONRY BEFORE APPLYING
TEXTURED
__-- �- - ---- FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER •I,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
h
STEP #1
APPROVED _
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE _
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
STEM #3
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
X
STEP #2
WRB LAYER -1,
STUCCO WRAP
j ING
MEMBRANEFLASHINGI
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
STEF #-4
EL,45TOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TEP #5 5TEP #�
OELECTRICAL RECEPTACLE
A R C N I T E C T 8
Design
Grou Ine.
L4411V. RVIYXLV RCNUXIY riLV V.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-0.78
www.abdesig..Up.com
AA #: 0003325
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SILVERADO
LOT 14
BLK 1
PROJECT#
04128.000-14001
MODEL&
4EHB
"2605—HAYDEN"
GARAGE B'WMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHfTECT-.
STATE OF FLORIDA
� 1F
P � D11/03/16
SCALE: 1 /4"=1' — O"
WA2
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WOOD
WRI5 LAYER -2, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
3/i HAT CHANNEL
j' THICK, 3 cOAT CEMENT
W/%' TYPE 'X' DRYWALL
PLASTER
6' SAP'a TOP OF WEEP 5CREED
-
TO SHEATHING BEHIND WEEP SCREED
1 4' POSITIVE DRAIN
WOOD SHEATHING
�` WEEP SCREED
WRB LAYER -1,
_
STUCCO WRAP-
�' THICK, 3 COAT CEMENT
PLASTER _ 6'SELF- ADHERE ING
Al16 0 CUSTOM CASING A
-LLF -1
_:r FLASHING WRAPPED
i - • TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER -1,
STUCCO WRAP
i
�I
WRB LAYER 2, FORTIFIB
------------------'
i S mil I BUILDING PAPER
i
6' SELF-ADHERENG
WRB LAYER 01, -
FLASHING WRAPPED
STUCCO WRAP
0 CORNER OF CANTILEVER
, 4' POSITIVE DRAIN
AMICO AM66-W We--IW
1 2 WEEP 5CREED
CUSTOM CASING BEAD
-�
NO GAP INFIELD
(5110iN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR CASING
10A BEAD DTL. Cap CANT.
SCALE: I I/2' • I'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R7103.ro.1 / ASTM C-84-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
i I
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
WOOD CONSTRUCTION
RESISTIVE
N
RESISTIVE
2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD L NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR DRIP EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYALL
W/TEXTURED t W
PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL COMER BEAD
VINYL CASING BEAD
WOOD CONSTRUCITON
RESISTIVE
4
RESISTIVE
2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
/' VINYL CORP. 4'
. ` / POSITIVE DRAIN
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_A�
WEAin BARRIER'(
WEATHER RESISTIVE
BARRIER 2
THICK, 3 COAT CEMENT___�i+ RIES
PLASTER
METAL LATH
WOOD SHEATHING
it EXTERIOR GRADE
DRY WALL
4' POSITIVE DRAIN — THICK, 3 COAT CEME
WEEP SCREED _'VINYL CORNER BEAD
NO GAP IN FIELD - VINYL CA51NG BEAD
(SHOWN FOR CLARIFICATION OF -
SEPARATE ACCESSORIES ONLY)
10 CANTILEVER DRIP
EDGE
I
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP
WRB LAYER *2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
FINISH LAYER (2 LAYER
PEEL t STICK)
6' PEEL t
STICK • DRIP
EDGE TO
DECK
I YZ'XI %' P.T. OR SIMULATED
WOOD (TREX) FILLER, /
CONTINUOUS
WATER PROOFING let
LAYER (2 LAYER PEEL
STICK) WRAPPED FROM /
BALCONY DECK TO
CANTILEVER
6' PEEL t STICK 6
DRIP EDGE TO DECK
I YZ'XI '/; P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS
Y; GAP FOR BACKS
ROD t SEALANT
FINISH LAYER (2 LAYER
PEEL t STICK)
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED t PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, Y2' MIN.
SPACE FROM DRIP J,
FACE TO TREX
' Y; GAP FOR BACKER
'�GGL11
ROD t SEALANT
Y; GAP FOR BACKER
ROD t SEALANT —
VINYL CASING BEAD
i�
WEATHER RESISTIVE
VINYL CASING BEAD
BARRIER 01
tWEATHER RESISTIVE
WATER PROOF( st-
BARRIEft 2
LAYER (2 LAYER PEE
t STICK)
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
.,SET IN FULL BED OF
ISEALANT_Y' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING lot
LAYER (2 LAYER PEEL t
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER •1
WEATHER RESISTIVE
LnPJH�����14�
(SHOLLN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR BALCONY DRIP
11A EDGE INSTALLATION
x—x—x—x
WOOD SHEATHING i _=_Z` '
SELF-ADHESIVE FLASHING
2x FRAMING MEMBER
g' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
a l' O.G. MAX.
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
1 ,� CORNER BEAD (4)FRAME
1 T A
\ / 2 I/2" CORNER BEAD
(FASTENER 4 SPACING 9 1" O.G.)
GMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1q-B CORNER BEAD C� BLOCK
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
OLUMN SHEATHING
EATHER RESISTIVE
IARRIER -1
EATHER RESISTIVE
1ARRIER -2
SAY,
PEEL t STICK
-I J2'x3- V FLASHiiNG
FULLY EMBEDDED
IN ROOF CEMENT
I Y,' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, 14' MIN.
SPACE FROM DRIP
FACE TO TREX
PEEL a
WOOD (TREX) FILLER,
CONTINUOUS
Y; GAP FOR SEALANT
OPT BACKER ROD
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER 2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAF
1 V.3' V FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
I V X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
BEALANT,1' MIN.
SPACE FROM DRIP
'
WATER PROOFING lot
MODIFIED W
LAYER (2 LAYER PEEL t
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CA51NG BEAD
CANTILEVER
THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED t PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
O GAP IN FIELD
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CA51NG BEAD
SEPARATE ACCESSORIES ONLY
1—HOUR
BALCONY DRIP
11C EDGE INSTALLATION Ca) COLUMN
(W /"T "
7T ACTTTT�T( l
WRB LAYER -2, FORTIFIBER
BUILDING PAPER------�,
METAL LATH -------
THICK, 3 COAT CEMENT
PLASTER
6'5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
STUCC WF
WRB LAVE
BUILDING I
METAL LA
THICK, 3
PLASTER
6'SELF-A
FLASHING
DRIP C
WINDOW I
156 CASING BEAD 6_? WINDOW
( FRAME, NO BAND)
WOOD SHEATHING
Ix
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
l(!i
'
BUILDING PAPER
'
I
METAL LATH
(EXPLODED
8� THICK, 3 GOAT CEMENT
VIEW FOR
PLASTER
CLARITY)
A R C R I T E C T S
D in
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T LONG WOOD, FL 32750 -
PH: 407-774-6078
FAX: 407-774-4078
www.abd�igngroup.com
AA M. 0003325
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PROJMCT#
04128.000-14001
>,toaRIL4
4EHB
"2605- HAYDEN"
GARAGE SIFMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT --
STATE OF FLORIDA
C6
D � 11/03/16
SCALE: 1 /4"=1' - 0"
SHMET
WA3
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER I"2, FORTIFIBER
BUILDING PAPER �
METAL LATH ------- �11
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING—
FLASHING
VINYAL ANGLED
CASING BEAD ��
DRIP CAP
WINDOW FLANGE
WRB LAY
STUCCO L
VINYAL
WRB LAY
BUILDING
METAL L
g THICK,
PLASTER
6'SELF-
FL ASH IN
DRIP C
WINDOW
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(15 C (FRAME, W/BAND)
WOOD SHEATHING:
WRB LAYER 01,
STUCCO WRAP
kk i
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
,(EXPLODED -'" THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WOOD SHEATHING
METAL LATH
WRB LAYER #I,
STUCCO WRAP
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
J" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASINC3 BEAD
4' GAP TT P --
CASINCx BEAD
TO TRIM
IX TRIM MEMBER
s STUCCO TO
SIDING TRANSITION --
SIDING, \x'
/ \ —
UJOOD SI-IEATI-IING
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
�—WRB LAYER -4, /--- WAM LAYER •I,
STUCCO WRAP STUCCO WRAP
- CASING BEAD
-- 6' SELF- ADHERE ING
FLASHING OR PEEL 6 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD SHEATHING —
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
/
BARRIER .l
X�Y. SIDING
VE�P
6' SELF -ADHERING
I
FLASHING 6
\ 1
STARTER STRIP
I
I \
DO NOT CAULK OR
SEAL OPENING
\
GALYD METAL
FLASHING
I Y' X 6' SIMULATED
---
6' SELF•ADNERING
FLASHING
WEATHER RESISTIVE
BAIFRIER -1
WEATHER RESISTIVE
BARRIER -2
L�j 6' SELF-ADHERNG
/ FLASHING
GALV'D METAL
Z' FLASHING
- DO NOT CAULK OR
SEAL OPENING
WOOD TRIM MEMBER
STUCCO CASING
BEAD 51MULATED
WEOD TRIM MEMBER
SEAL GAP W/CAULKING
OR APPROVED SEALANT
• `� STEAD CASING
SIDING TO STUCCO
C BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-841-12, MIN. 2.5 L55,
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
_- -------------------------
----- ---
---- --- --- -- --- --- - --- - - - -- -----.
THICK, 3 COAT CEMENT
PLASTER
SEALANT
METAL LATH
1
I
I
I
WINDOW FRAME
.(
'
_-,_ _ _ _ __•__ ,-_„ •_ _ WRB LAYER "2, FORTIFIBER
�- BUILDING PAPER ;
I
E-Z BEAD VINYL CASING
----
(W/3/e' FLEXIBLE PVC BACKER ROD)
I
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
_-" 6' SELF ADHESIVE FLASHING
WOOD SHEATHING
2X FRAMING --
MEMBER
DETAIL BELOW EXPLODED
-------------------------------------1
FOR CLARITY
------------------- — __----
THICK, 3 COAT CEMENT
SEALANT - --
CA SING BEAD PLASTER
TO WINDOW ---- METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
WINDOW FRAME -
- WOOD SHEATHING
i
WRB LAYER "I,
STUCCO WRAP
I
WOOD NBTRJGTI ON
'
—
URB LA ER *I,
BEYOND
DNER'IN` GX,
STUCCO UJRAF
WOOD SHEATHW.
WEATHER RESISTIVE
FLASHINGG
WEATHER RESISTIVE
BARRIER
BASMER -1 TO LAP
'
WEATHER RESISTIVE
/
\ 6' MIN. ABOVE TOP
'Z'
i
BARRIER -1
OF FLASHING
Xi
IURB LAYER'�'1, FORTIFIBER
XVEAL SDMG
W/6REVEAL
1
RESISTIVE
BUILDING PAPER
6' SELF -ADHERING
BMATHER ATHER
r
FLASHING
_ WEATHER RESISTIVE
\ / BARRIER -2
1
METAL LATH
STARTER STRIP
A
\ / GALV'D METAL
DO NOT CAULK OR I
I
_ Z' FLASHING
8 THICK, 3 COAT CEMENT
.1 OPENING
\
i ,-
DO NOT CAULK OR
SEAL OPENING
(EXPLODED
VIEW FOR
PLASTER
GALYD METAL
Z' FLASHING
/,-
WEATHER RESISTIVE
BARRIER -1TO LAP
I Ya
MEMBEDR
\
6' MIN ABOVE TOP
'Z' F OVEC:
CLARITY)
WOOD
OF
T
I YX 6SIMULATEDY
ABEABLPCM
\ /
I WOOD TRIM MEMBER
BACKER ROD)
\ /
j�`
'SELF -ADHERING
6' SELF -ADHERING
FLASHING
I
\
I FLASHING
CASING BEAD @0 RAISED
t 7 A BAND ( FRAME)
SCALE: 1 1/2"=1'-0"
Ye' THICK, 3 COAT \� SEAL GAP W/CAULKING
CEMENT PLASTER \ OR APPROVED SEALANT
WEATHER REeISTNE - ' I WEATHER RESISTIVE
BARRIER M BARRIER M
WEATHER RESISTIVE E-Z BEAD VMYL CASING
BARRIER 2 !W/' FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARRIER -2
C FRAME TO FRAME
19 TRANSITION
-- 6' WIDE PEEL < STICK I
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
j
FLANGE a BUILDING WRAP
BUILDING -
WRAP
------------------------------------------------------------------------------------
EZ BEAD
w�NDo�i �A��NG
1 � A
1 A l ➢ H
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO - --_- _1
WOOD SHEATHING ===2
SELF-ADHESIVE FLASHING —
A R C H IT E C MS
Ns'vn
Grou Ir,c.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.a bdesigngroup.00m
AA #: G003325
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04128.000-14001
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"2605- HAYDEN"
GARAGE STrING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHI ECT-
STATE OF FLORIDA
N Q r
}
pRncr
DATM 11/03/16
SCAT 1: 1 /4"=1' - 0"
9HEET
WAS
m =
CUT HOU
AT 45' A
MODIFIEI
IN HOUSE
LINE OF
OPENING
APPROV
OVER Sti
WD STUD
INSTALL b
SELF-ADH
FLASHING
NAILING FL
JAMBS
EXTEND FL
I' BELOW E
FLEXIBLE
DO NOT SE
FIN
EMPORARILY
OLD -UP 4 SEC
IOUSEWRAP (O
UCK FLAP UND
t HEAD
FOLD HCUSE0
IN AT JAMBS i
SLOPE SILL R.
'NSTALL 6'
SELF -ACHE
=LASHING C
VINYL NEAT
°LASHING (
DAMS) NAIL
=LANGE
EXTEND
SELF-ADHE
=LASHING I'
BEYOND Ji
=LASHING
NSTALL vlt
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING AT THE
FOLD
DOWN
DIACIC
ACRO
WINDO
APPLY %- NOM.
:ONTIN000S BEAD
)F SEALANT AT
IAMBS AMC) HEAD a.
APPLY TO BACK OF
JINDOW NAILING
'LANCE IN LINE W/
'RE -PUNCHED
40LES OR SLOTS.
JIDE ADHESIVE —
:XIBLE FLASHING
VIER DRIP CAP
'ECTO-WRAP
EOIJI V)
WINDOW FLAB DING
INSTALLATION DETAILS
O1� (FULL WRAP)
SCALE: NTS
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCT
—APPLY
MEMBRANE
FLASHING
OVER JOINT
(NOTE IT_—.--__--___—__ _ —.-1
II. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
I, HE COMPATIBILITY OF ALL PRODUCTS INCLUDINCs
I HOUSEWRAP, SEALANTS / SELF -ADHERING
j FLASHING MATERIALS USED DURING CONSTRUCTION. III
I2 INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
(WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
!COMPATIBLE.
(CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF III
l�EXTERIOR RETROFIT WORK
REPAIRSCHEME SHOWN SHALL 8E
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING �.
I I
SEAL INTERIOR PERIMETER OF WINDOW WITH l
��SEALANT
A R C H I T E C T S
Des0....n
Grou
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.a bdesigngroup.com
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LOT 14
BLK 1
PROJECT#
04128.000-14001
moDEIe
4EHB
"2605-HAYDEN"
GARAGE N'WING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT
STATE OF FLORVA
V 41
C16
DATZ 11/03/16
SCALE: 1 /4"=1' — O"
BHEET
WA5