HomeMy WebLinkAbout36051 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
41 2605-HAYDEN'9
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
•I -STORY RESIDENCE
-
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
FT. CALC.'S
IST FLR LIVING:
1104 SQ. FT.
2ND FLR LIVNG
1501 SQ. FT.
TOTAL LIVING
2605 SQ. FT,
GARAGE
431 SQ. FT.
PORCH
53 SQ. FT.
PATIO
00 SQ. FT,
' PLAN REVIEW I TOTAL 3115 SQ. FT
ABBREVIATIONS
ABV,
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
MUM.
UIMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
Mm.
MOUNTED
CL
CENTER LINE
MIL
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CERJNG
O.C.
ON CENTER
CLR
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
HAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
OIL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EACH
SLIT.
SHEET
EIEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
EXH.
EIMAUST
SIM.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
F.G./FX .
FEED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
BID.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FIR.
FLOOR
SECTION
FLUOR,
FLUORESCENT
SC
SOW CORE
FR. DR.
FRENCH DOOR
TEMP
TEMPERED GLASS
PIG.
FOOTING
THK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
UN.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HIT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT,
INTERIOR
W.I.
THOUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
V--f
lPfMSH FLOOR ELEVATION SHALL
CoMpLY WITH ENGINEERYD D26IGN
AID/CiR CITY OF ZEP14YRMUS
C"kdANCE.
REVIEW DATE: ! l k, /6
CITY OFZEPHYR IL
BUILDING OFFICIA��
BL"',OZG S TALI, COMPLY trITA
ALL A:''H L3C.,�i r t? °JILDI1Vfi
BLEC'T .ICAL, PLUN`I3P G AND
MECI-IAMCgL CODES.
SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG Cl-COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4C-FRONT & REAR ELEVATION "C"
PG 5C-LEFT & RIGHT ELEVATION "C"
PG 4C.1-WALL ASSEMBLY ELEVATION "C"
PG 5C.1-WALL ASSEMBLY ELEVATION "C"
PG 6-FLOOR FRAMING PLAN ELEVATION "C"
PG 7C-ROOF FRAMING PLAN ELEVATION "C"
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 DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES
PG D4-MONOLLITHIC 2-STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING
ARC H I T E C T S
6
Design
Grou
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.mm
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"2605— HAYDEN"
GARAGE SIWMG:
LEFT
PAGE:
COVER
PAGE
150 MPH EXP. B
ARCHITECT
STATE OF FLOFBDA
P � D10/21/16
SCALE: 1/4"=1'-O"
SI4EET
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
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)
It. CONCRETE TILES 25 (TCOL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
IL EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS x0.18
V. RISK CATEGORY II
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''/.".
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 Y...
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.
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,500PSI Fv=175PSI E = 1,600,WO PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING.
PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' COX PLYWOOD. 518' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED '/.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
14. AN
TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F' n =1500
POINTS SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK.
CONSTRUCTION.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN/INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,0W PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH 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).
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING Y-0'.11506.2.5(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 1 %"
T 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 ANSI7TPI 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 1_/240.
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 BOLTSINAILS 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 UNES 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
eVTCDinu rruweuce
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15115
A R C N I T E C T S
6
Design
Groff .!
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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14
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F
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2
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04128.000-03002
MODEIi
4EHB
"2605- HAYDEN"
GARAGE RHINO:
LEFT
PACE
GENERAL
NOTES
%50 MPH EXP.
ARCHITECT
STATE OF FLQFV
16
D- � 10/21/16
NCALE: 1 /4"=1'- O"
8I1EET
k. G 1 V
A B C N I T E 8 T 5
0
m
ro
N;W-3
I TY.
— — — — — — — — — — — — — —
4' CONC., RE INF. W/ 6'xb'
WIAXWIA WWM ON 6-MIL POLY-
ETHYLENE VAPOR BARRIER ON
■ I
WELL -COMPACTED CLEAN FILL
j
I
TERMITE TREATMENT SHALL BE
BORA-CARE
�j
NI
13
DI
I
3OIX30IX12' CONC.
PAD W/3-'S BARS
_
% I 1
E.U.J. ON CHAIRS
4' CONC.
SLAB
31 Q I 6B
■ DI !
I LAV
Ur.
MIN. 3' COVER
EXTEND
i SLAB I I/1'
GOND. �3 8�
/I
AS BOLREQ.PERK 51/2-1 _D/`
BLOC.. CODES '' STUB UP
TO 2ND FLR
�4' PVC
CHASE I
j 6B
I DI
I
'ZI
SLAB 1 1/2'
g — —
1 I ■ ■ 1
N ■
1/2'_0,
J
2'_I,
4'
CONC.
SLAB
t4 O
Wo
oW
a
SLAB 1 1/2' 10 I
DI
i
0'-0' ELEV.
FIN. CONC. SLAB
v
■
i
I i I D
r Y w
1* 12LLA
�7
m F_� tom■
--- _ J
1 v
I
OP
! I' PVC CHASE
FOR ELEC. TO I ■
ISLAND
- 24'X24'XI2' CONIC.
sl PAD W/3-'S BARS
E.W. ON CHAIRS
! MIN. 3' COVER
vl
I I
0'-0' ELEV.
FIN. CONG. SLAB
r 4 3 1/2'
CONIC.
■ ■ ■ ■ SLAB
II '
— D1 — _ �■' L — — J ■
20 _4'_ _--- _ — 8-—.---
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014)
24'X24'XI2' CONC.
PAD W/3-'S BARS EAU.
ON CHAIRS MIN. 3'
COVER (2 TYP.) 11'-4'
V
2'B
2' VTR
�I
LAv LA
J_ lilt 1.
—_._—
2
I
g TUB 3.
WASHER/I I
3 2• VtFtt
t0
IIfJ''• 2
I
r
���i-I/2'
j
2•'ll
KITCHEN 3 3• I I-I!1'
SWK W/ r-4 --�
AUTO VENT
wc. ',2• Jr -i 1/Z•
UP
LA 2
2
2' VM LAv 2
SWU¢
I 2
3' 2.
I I/2
AJ WC I
TUB I 3' CO
4'
2'
01
2
TO
MAIN
PLUMBING RISER
NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE
'S' TYPE ARE PROHIBITED.
0
SECURE STRAP TO
UNIT W/ (2) "8xl 1/4
A/C SHT MTL 5CREW5
UNIT SIMPSON WB ROLL
j — —
�k 'k
STRAP OR EQUAL
SECURE STRAP TO
CONC. CONC. W/ (2)-3/16'X2'
SLAB TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN CONO, DRAIN 3/4' DIA,
OVER HEAD a 12' FROM STRUCTURE
Design
Grou .. .
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA & 0003325
F
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0
F
0
iLLJ
SVHDIV Ac LOT:
SILVERADO
LOT 3
BLK 2
PROJECT*
04128.000-03002
lAODEL:
4EHB
"2605—HAYDEN"
GARAGE B'WMG:
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHRECT--
STATE OF R-OMA
91 /7N6
J � 10/21/16
SCALE: 1 /4"=1' - 0"
SiimmT
DOWEL PLAN
A R C N I T E C T E 1
Design
GroulO.. .
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX 407-7744078
www.abdesigngroup.e m
AA S: 0003325
F
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2
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SILVERADO
LOT 3
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PROJMT#
04128.000-03002
MODIM
4EHB
"2605— HAYDEN"
CARAOE 8VMG:
LEFT
PAGIM
DOWEL
PLAN
150 MPH EXP. B
I ARCHITECT
STATE OF FLORDA
Tm
J 10/21/16
SC,&=: 1 /4"=1' - 0"
SHOW
IA
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
een I I-, la1Tn e
CMe�wEw
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
eUe
aFe-
aw-e
-
ew-c
rb-e
m-
-
4•
x-
•e
2'-10'(34') PRECAST
2231
9
lm69
46m5
6119
611!
1541
l5/l
4
e311
Im
10J5a
3809
3'-b-(42•)PRECAST
2231
9eb5
9ma5
11t
flame
5b9
In
1.1
1541
6914
•J5m2
10994
ImW
Bm9
4'-0• (48•) PRECAST
1066
2r81
26
2151
N05
]e3m
6119
ae9m
15a1
5961
e514
tml4
lm__.
elms
4'-6' (54•) PRECAST
ISSS
'
tun
2m
uts
2591
sin
9-Ss
l5n
45L
uv
5400
Im2Tt
t]T4
Ib09
S'-4' (64')PRECAST
12I1'
la3a
199!
x5a0
3rs9
36ab
42H
IK9
]030
e9H
l54
1
Bll3
51-10'(l0•)PRECAST
1062
Yp
In.
K31
2090
»19
3mm9
311m
1451
%22
43a0
1
1W
6!
6'-6'(18')PRECAST
rs
Inl
!0!I
Simi
4969
1
gmg
rs%95
2m
94am
931
e3am
l'-6' (90')PRECAST
143
Iql
n35
M!i
2]m!
Lb
911
96H
W,
lift
2661
Se3e
56e1
8Nl
64
5'-4' (112') PRECAST
554
e99
152
1160
W5
K»
b43
]%4
]%4
91N
91a6
tale
4
ssm2
l0'-b Y12b')PWCAST
415
5»
a!o
rsn
toss
]m
2K9
»%
a19
1092
B9
2019
2lsl
%i3
lei
11'-4' (136•)PRECAST
362
5f3
5N
Sl
sA,
24,
12t
Immb
Sez
9u
f3a6
boa
2Q!,
gat
4mma
12'-O'1144'/PRECAST
331
'�
et!
a5i
KM
]53
]em5
9!5]
940
SV
rsZ4
Kb,t
iB9
ze06
-1
131-4' 1160•.PRECAST
256
`11
11
15!
1e5
1m15
10TS
uxe
11]D
bm
]sK
»K
]ae9
2ee9
14'-0'(l6S')PRECAST
215
l06
n2a
IM1
]al
263m
112
t06
ill
1002
B36
K9l
2a1
I630
la'-H'(116')rlRe
NA,
rw
Ne
N2
NR
4x
tes
Him
15m2
vu
»n
21a
15'-4'(184'J PRE6TR5
NR
1a¢
N•
w
taC
N@
Ors
Tim
ItSm
n33
2m5e
23]0
2SS
Il'-4' (208'JI°1�a,tRe
NR
Ne
He
NR
raF
raF
NR
NR
9mm
s%
95m
1326
uem9
W9
]mat
19'-4'(331')I'1Ra
NR
1st
NR
NR
r]Ha
4b
l50
I031
ne]
BD
nK
21'-4' (256')PIReT -
N1-
w
w
roe
w
w
rm
340
ll
645
nR
I»9
lase
2Y-0Y264')'IR6TM -
NR
roe
NR
He
ra¢
a¢
NR
NR
KS
3H
950
1e4
Me41
rs89
a9!
24'-OT288')1°IaenReee
NR
x!a
NR
NI!
roe
NR
ra2
rat
a9
3em
45m
r34
s6a
Im9]
av
SAFF UPI IFT I. nAM FOR R" PRFCART A PRFRTRFSSFn w twFI S
`I n-*Wft
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
LFO-R
Na-n
eFK-R
Ill
i 4-R
i -n
aF92-IT
WS-)T
ra-2T
aFK-3T
-2
4-2T
a -2T
eF92-2T
3'-6' (42') PRECAST
B69
%%
3524
4__.
5]63
6n2
1m01
B69
59
952a
1-
6n3
1m01
4'-O' (4H') PRECAST
L%9
]3m9
imam
9ar3
lm
59»
ss19
n69
]9m9
9mam
9d9
Nl0
99»
6m'I!
4'-6• (54') PRECAST
Q 1
2~
2 101
331ri
1049
4111
5315
ppl
-
2,01
33
9
1111
5315
5'-4' (64') PRECAST
MK
nB
vta
2-
3399
3.61
-22
aK
ItB
]2L
]e%
3999
-1
-2
PP4EG45i
909
3
9
%
b9
9
,
21
910'1
%zm
1b9
PRECAST
a5S
z
]
l2sl
!1rs
Still
R01
D29
2150
sla
T-&' (SO')PRECAST
12t
Ieb
K]
S0]
11]
]
92
12l
2 1
K31
3
34 b
2.1
S'-4' (112') PRECAST
51
eb2
bA3
bb9
2-1
m
10'-6'(12W)PRECAST
53m
5l
9K
Ibe
Na
n
2011
5
699
N12
F.I.2
234a
(136')PRECAST
114
of
al
BB
M9
49.
iml
ov,
1.3
198.:
2b1
12'-0'(144')PRECAST
-
124
9%
IB9
-
m
13'-4' (l60'.PRECAST
4K
601,
n19
52!
42S
,bm
,em
e99
K5
-
I4'-O'(1690PRECAST
3a4
9%
24
rs
41m
4»
,n
I4Ks
Be]
14'-H'(11 6')PIR9reE50E
39
]
991
1%
-3
612
5
w
91►
so-
inl
n94
r STnew
U,l
230
9n
%e
6K
6]1
a
11
146
K6
I1'-4' l208']'1ReT1EaeE
bl
FY
2.1
3m6
Se6
521
140
6
all
-
wmj
IS'-4'(232')PPESTR
Kz
32!
3b
-1
5'n
1.
21'-4• (2%'.PRES1RE86E
IN
R2
112
263
2B
a»
Wn
3V
OM
993
-
Se
22'-O'(264')PRESTIR
l
bl
l
]2
33e
9l9
bb
1221
]
ee
a
59!
34'-OY
rs1
R4
'39
9
202
2.1
315
!43
•b!
4K
49T
l9l
%1
ela
Cover-�s•n
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
•-
w•- - - -
al•K
aws- sane-
.aw-b ae►b elan- •eta- m-
4'-4' (52') PRECAST
b95J�n
%e4319e49!
i95
1%l
S] KYJ e060 5119 Ime994'-6'(54')
PRECAST995'-S'
(bS')PRECAST
nK ]2T, i899 9 9•u664N9911
5'-I0-00-)PRECAST
yin5aIbmo2a1
xa19 9n't3i22126'-H'(OV)PRECAST
l9l25»
$w ll 196 S',"l'-6•!90'JFRECA9Tt905143
9m4p
v39 -21
1
B6eT]53 9a5 4m51 111653
Bbe ]26' 31a9 4150 5e1
CI•ebGMle
SAFE LOAD - POUNDS PER LINEAR FOOT
TTieE
LENGTN
. ea
4'-4' (52') PRECAST
Sol
Kber
2%2
9m56T
3M10
-S
!l-
9m5
ASS
z 2
l05a
911
-6
SAdt
4'-b' [54') PRECAST
eat
1601
2M
]539
9001
4215
4919
SS,
bM
]]v
2999
3601
415
19t3
5'-H' [68')PRECAST
ass
-1
292a
-
!9e
6TJ
rsb9
,91
2926
2H9a
39N
98q
5'-10'(10') PRECAST
i85
uDl
nsb
2M
-11
ties
655
O93
n4{
I29•J
2T3
32H4
31Y3
6'-S' [BO')FREC49T
slm
9»,..
D3m
]
m
Stm
10e0
D9m
MY0
34»
2819
9l29
1'-b' (Sm'J PRECAST°
42
I%1
n
zK
296,
9m6
e9B
I%1
n69
]Kb
2S61
]56B
9'-S' (IIb') PRECAST
355
Ib8SA.
rsv
]
9'dD
-
av
t!N
I -
mill
2l.91
L- 5
3052-SH
O
0
BEDROOM #2
8'-8' CLG.
I I i STOR;
I SLOE �
CLG.
GARAGE
8'-8' CLG.
L- 3
(2) 3052-SH
PATIO
L- 4
6068 SfsD.
ROOM ROOM
CLG. 8'-8' CLG.
II I
II I
II
it
II • 1
it I
I _
I
KITCHEN
8'-W CLG. I
PAN.
I I CLG.
�I I
I
I
I
1
I
I
FLEX
FOYER i a-s cLG.
I
1
I
1
(2) 3052-SH
36'X10' TRANS.
L- 3
-------1-�0�--0---- O I L-7
L- 2
- - - - J
D
PORCH
8'-8' CLG.
L- 6
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED WITH
LINTELS FROM ANOTHER MANUFACTURER AS
LONG: AS THE LINTELS ARE OF EQUIVALENT OR
CsREATER CAPACITY THAN THE VALUES
STATED
CASRETEP LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
]T-4'
8F28-I1BAT
L 2
4'-6'
8F8-IB/IT
L 3
1'-6'
BF16-I5/IT
L 4
1'-W
BF24-I1BAT
L 5
4'-6•
8FI6-0B/IT
L 6
6'-6'
BFI6-115AT
L'I
5'-10'
SF16-OISAT
L 8
NOT USED
L e
NOT USED
MATERIALS
GENERAL NOTES
9 edf•oedr,tbbgqbe.edemreti«bldsgnewy.Kps
'n'ei00pe
SAFE LOAD TABLE NOTES
TYPE DESIGNATION
I. rc w premat Ilreel • 4o m pal
z. r' I I
Intel .
I. ProVlde full n«tar bed and head Jolaa.
Filled II la as r ulrad.
3. 8h«a MC
ACI 36 erd AU 530
I. All vawe. ba.ed on nMimun 4 b h
romlwl beer l^9�
1. F« conppit• IMtel he1g1,U not ehoun,
ur a fe bed Ran raxt Tewar hel M 'boon.
a pro.tre.eed
g - pa
3. Gout 12o ASTM U16 rg 300m
psi •( abxhnun 3/H p1Ch
1 H Lo II R,cN elu'p
V
3. Inelalbaon oI Ihlal .tut e• N wllh the erdvte I
entl/« eVueturel docwnatte.
4. U-LMtel. ere merufeeturad with 5 112 b"9 rolclas at
" The ex14 it oT Ilr S Yrotellsd In exteN« <enoana
Ib .wII hew a feet f etu�^^ Iced M a�c«darra
""WY All ub Ingo app
wllh ASM C-Z96 « otMr ed aeaLl
pPa" n9
Ezuptirn: Safe loads b te1S 1 Il0 1. must
SEE SAFE LATERAL LOAD be reduasal by Z0f If basratg Imlgtlt Is
TABLES FOR LOAD RATMG b.s then 6 I/2 Indrs.
9
H. F« Ihtela IengtYla net elta•t we .efs leatl
Ron next b ', length shown
ass IMmer
9. All seta be is of
F . FILLED OTN GlsmUr 10 I• 11L D
dJAT';TY OF 9 ReBAR AT
�
E
'i
ggregate
4, Concrete Me.arry Unfits (O'Al) per
ABTM C90 w/mIMMm rot erect
Ur arch to eccomodete -1111 cell rehforc3lg and 9ra'tU'9.
5. Rerteres Um CAST-CRETE Lmd Derbctlon Graph bradwe
ly g ty «
II. Llntele IoaOsd aaultansow with VMleel ( I
upllfl) and horizenlel (lata elJ beds N,oub W dtedatl
T« the loading the following
FOR EAfJ-1 ADDITIONAL
REIIFOR.ED OMl PJLL
Z. NR .Not Rated
3. Sere loads ere sLF-I -sd allowable bads.
ponds per
fool
10. All sets loads based In'Imply "pP«tsd
BOTTOM OF LMTEL CAN-
ld
eompre.Nve .ir.ngth , 1300 p.,
9. Reber per ASTM A6B grade 60
T« 1-1 etsrlee- Krorbtbn
6. Bottom field added reber to be located at t bottom
eanbinetl wlih ecltbtlon:
CgpaSE
4. 6.1s 1-M -.ad m eyed. 40 « grade 60
flaw rebar.
.pen
II. Tra ruN:•ar in the t parenawl.
8� 1'U - I B / I T
n
6. Prm- . nd AS11.1 A416
per
bw robxetlen
Or the lintel melt .
y
d�elletl wrLlml bad li4wli iOrI I bed
5IID
/2' QR TYP
5. Ora x1 mbar me be .ub.11tuletl r« two
y
Irdlmtm the CeM rsduella+ r« eb AS
Per gra
�
gr de 210
1. Mwter ASTM CZ10 M « 9
P� type
1. 1/33' dlmater wl,. -'.P. are selded - tJw
bettam sisal f« a J,enloal anchors 9a
Safe wrtlml load Sore l-lmontal bad
I2. Addlt-I lateral bed mpecRy inn bs
(3) 5 FiBAR
5 rabaro b 8' IlMela Only
6. TYr des lusts concaruratsd
Igra'' nay eva
Held added rebar.
Ew b 1.- IIMeI t 8F3Z •IB sere
nP S1'e
I
L
-mT11Y OF 9
RESAR AT TOP
L
3
•I
•
H. Get-M-pb4 eonerats Hey W praVldsd N eeapOelta IIM61
obulnsd by U,s daslgrlel b5 provltlmg addRlonel raMl«cad
GRAD « GR60
bads Rom ihs .efe bed tebW by
gravity bad • 6412- w/ IS%
NOMNAL tFIGNi
In Ilea Of ea+v4aa •a.orry 1nu.
Oo�els ma.arxy above the IKtel. gee deV ll ri rlgM:
mlWlatirlg the nexm'a1 fMisting monex
and sheer et d-away Rom race or spport.
eductbn� 412 (09) • ---I plf
,,patN,eL WDTN
I '''',�•
A R C H I T E C T f
6
GrDe I In
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-7744078
www.abdesigngrtwp.Lrom
AA S: 0003325
w
h
V
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4
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F
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SUSDIV. & LOT•
SILVERADO
LOT 3
BLK 2
Pno"=T*
04128.000-03002
HODZIc
4EHB
"2605-HAYDEN"
GARAGE SUING:
LEFT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
ARCHITECT. -
STATE Cr- FLOM
2 01
-9 IMMAR AT TOP
**MIN (U RE49
11-Irz' 4Ea2
V w I1ft p 9 723 `^
DATIL. 10/21/16
SCALE: 1 /4"=1' - 0"
G T
9 REISAR AT BOTTOM
OF LINTEL -TT
DOTTOM REIKORDRI(
PROVIDED M LINTEL
(vases)
ESI"�E1'
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JIIIIL
39'-a"
21 _4
PATIO
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OVERHANG -
OF ROOF -----------
.
I
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-------
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STAIR DATA b36- I REF-
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.I' NOSING V. ARCH
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-
---- ------
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5,4
20'-4' --- -- L � 8 o -t- W-4"
2 a'
FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE
PER SECTION P3025.1 OF THE FBCR 5TH EDITION (2014)
d
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8• ERG.
LOADLOAD BIl ®WALL
U.N.O. ON PLANS
SQ.FT. CAM'S
IST FLR LIVING
1104 SO. FT.
2ND FLR LIVING
1501 SQ. FT.
TOTAL LIVING
2605 SQ. FT.
GARAGE
431 50. FT.
PORCH
53 SQ. FT.
PATIO
80 50. FT.
TOTAL
3115 SQ. FT.
DBL.
TOP
PLATE Ca
rtl
A BAR DETAIL
O�RCH
COAF016R MO OunotLQ
WID LQPDS
BM WIND EIII'O KFOR 3SEO
DQ=
011
Sol
ZOIE
150 WH WIND MU
FISOM
AIDTWE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
IS
5
24/-31
DR- MIN. CRITERIA
SGD. MIN.
41
5
23/-2S
CRITERIA
16010 CAD.
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. OWROL DATE 0710516
A R C H I T E C T S
5
Design
Grou 1n..
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
w .abdesigngroupxom
AA M: 0003325
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04128.000-03002
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4EHB
"2605—HAYDEN"
OAliwcsE Sl►ING:
LEFT
PAGE:
FIRST
FLOOR
PLAN
150 MPH EXP. B
ARCHR El
STATE Qf= FLOFBDA
7 51mv� .
p TM D10/21/16
SHEET
THE CLEAR SPACE BETWEEN THE
HANDRAIL AND THE WALL SHALL BE 2 1/4'
HANDRAIL is 36'
HANDRAIL 6 3(o'
W/ 2X4 RE-INFOR
NOTE:
HANDRAILS SHALL HAVE EITHER A CIRCULAR
CROSS SECTION WITH A DIAMTETER OF 1 3ja't 2' OR
A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT
MORE THAN 6 1/4' AND A LARGEST CROSS SECTION
DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL
HAVE A MINIMUM RADIUS OF 1/6'.
@EHANDRAIL DETAIL
SCALE: 3/4'-a11
W/'CAPW. ALF WALL I
\\
-(2) LAYERS OF 3/4' PLYWOOD
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AH U
3/4' TtG SUB FLOOR _ !
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W/(3)•S 3' - s EA
SC
GLUED SCREWED 1 FLOOR MATERIAL RIPS FOR gTRIN3ER, UNTHREADED SHAW,
PER FASTENER 1
SOLID NAILING
TO EXTEND BEYOND THICKNESS
SCHEDULE
OF SUB -FLOOR SHEATHING
10'-0 3/4' 2ND FIN. FLR.
B
BRG. HGT. -_
- -----
'
PRE•ENG.
FLR TRUSSES
3/4' KICK
WALL W/
STAIR DATA:
PLATE
MAx.
C,,v'
16R 154'
15 TREADS m
/
Ia'-J�/ rvosinlG
\ *MIN. '�
NOTE-
STAIRS RISERS TO CONFORM TO FECR 5TH
10'• I' NOSING
S T 0 R
-
''
EDITION 2014
.
MIK TREAD.10' MAX. RISER.1 3/4' 3/16'
MAX. VARIATION INRISERS/TREADS
.0
ADJACENT TO EACH OTHER 3/0' MAX.
STRINGER-
? K
VARIATION IN ANY RIBERrtREAD HANDRAIL
RC SPF
REINFORCED
REINFORCED
w
--
C RCULAR CROSS SECTION DIA. TO BE 1 3/4'
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H
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U
GRASPABILITY WINDERS- MIN W WIDE a
NARROW END MN. II' WIDTH a IY FROM
PL-40
PL-400 OR BIMILAIFE •
-
NARROW END MIN. HANDRAIL
'ENCLOSED
EA HORIZONTAL RUN
K mO
34' HGT.
ACCESSIBLE SPACE UNDER
STAIRS SHALL HAVE WALLS, UNDER STAIR
\'
SURFACE AND ANY SOFFITS PROTECTED ON
2 X 4 RE-INFORCING ®-----
O v
THE ENCLOSED SIDE WITH 1/2' GYPSUM
BOARDS. FBCR 31112
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SEOIRE W/12d 6'-e' O.C.
s `^
-*
0'-0' FIN. FLR
2X4 ATTACHED W/ IC
STAIRDETAIL
SLEEPERINTO SLAB WITHIN B'
ABCPLEL
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SECOND FLOOR PLAN
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A R C H I T E C T S
Design
Grou .nc.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.abdesigngFoup.com
AA #: 0003325
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"2605-HAYDEN"
GARAGE BVING:
LEFT
PAGE:
SECOND
FLOOR
PLAN
150 MPH EXP. B
TAMPA
ARCHITECT:
STATE CF FLORDA
V
ROLAND A ABOUCHAC RA
AR NO 93723
DPRINT
10/21/16
SCALE: 1/4"=1' - 0"
S�E1
3
A R C H IT E C T S
m� e__7�
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nDECO. DETAIL
P-i SCALE: I/2' I'-0'
1/8' THICK, 3 COAT CEMENT -
PLASTER OVER GRADE 'D'
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OVER APPROVED HOUSE URAP
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2' DIA. WASHER
PLYWOOD SECURED PER-24'OL.
MAX
NAILING, SCHEDULE
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SCALE: 1/2' - F-O'
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FOAM DRAIN
TILES
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BAND
BRS. HGT.
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EQUIVALENT
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6' RAISED
---
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V:
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Bill
LE
FRONT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
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BRG. HGT.
0 ■F-1 F
B e
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8'-8' BRG. HGT.
EIE
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roI
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REAR ELEVATION
TEXTURED FINISH
SHINGLE
ROOF
FYPON I5'X48'
DECORATIVE
SHUTTER OR
EQUIVALENT
3/4' 2ND FLR
YBRG. HGT.
10'-0 3/4' 2ND FIN FLR
b' RAISED
BAND (TYP.)
4' RAISED
BAND (TYP.)
FIN. FLR,
I�; B'-0 3/4' 2ND FLR
BRG. HGT.
-0 3/4' 2ND FIN. FLR.
STD. GALCS - OFF -RIDGE VENTS ONL'
4REAOFATYC
= 158550. FT.
NET FREE VENTILATION AREA REQUIRED
= V300
REQUIRED VENTILATION AREA
1585/300
= 5.28
VENTILATION AREA X SQ. INCHES PER FT.(140)
= 760.8 SQ. IN.
MIN. REQUIRED VENTILATION
.5X 760.8
IN UPPER PORTION OF ATTIC
- 380.4 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115SQ.IN.PERVENT
380.4 /115
TOTALNOF VENTS REQUIRED
= 3.30783
TOTAL C 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 I NCLUDED)
I0';_DUesion I
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LEFT
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FRONT &
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%150 MPH EXP. B
ARCHrrECT.-
STATE OF FLORIDA
SAGA ,
DATI& 10/21/16
SCALE: 1 /4"=1' — 0"
8I1111ET
4
LEFT ELEVATION
TEXTURED FINISH
RIGHT ELEVATION
TEXTURED FINISH
A R C N I T E C T 5
Design
Group Inc.
I41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7745078
FAX- 407-774-4078
www.abdesigngroup.com
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774b078
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.a bdesigngroup.com
AA #: 0003325
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 .6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO T'-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
a'-
U.N.O.
4'-11 1/2'
1-4 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
(.2 SYP)
l/I6' 05B
NAIL .(3) 12d o 6'-8' O.C.
TYP. 2x12 BM./HDR.
FRAMING NOTES:
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 HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MTS-12
3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
O.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF,
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
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1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdestgngroap"m
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 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
b'-4' TO 8'-0'
DBL 2 x 12
8'-O' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O' TO
8•_0'
UN.O.
4'-II 1/2'
l'-II 1/2,
AND UP
I
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
2 x 12
("2 SYP)
T/16' OSB
NAIL (3) 12d ® (0'-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, 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 MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-I0d GUN NAILS OR 3-126 HAND DRIVES s EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
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A R C R I T E C T S
Design
Grou 1...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-7744078
www.a bdesigngroup.com
AA X: 0003325
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ARCHITECT:
STATE OF FLORDA
2 -61 6
DA 10/21/16
BCALE: 1 /4"=1' - O"
BIDET% r
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A R C N IT E C T 8
ELECTRICAL LEGEND
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DEFINITION
NOTES
MV CUTLET
20 AMP B E POLE
�..//
IWV CUTLET
110V CUTLET
V4 - OUTLET V O
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C¢I
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LOCATION OF TV JACKS 4 PHONE OUTLETS 1
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 • 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 f1014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
FIRE -WIRED
CLG FAN
BEDROOM #2 \\
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-OUTLET
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I UNIT - NEW CHART
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE'D2)
HOUSE PLAN: 4EHB HAYDEN MODEL
LOAD INFORMATION
VA
2801 sQ PT GENRRAL TIGHTTNG E 3 VA PER SQ PP
T809
2 so A— -P.—. CRtCU1T AT I300 vw sa
3000
1 LAUNDRY CIRCUIT
ISOO
1 RANGE AT NAY. PLATE RATING OR COORTOP/OVEN
—00
1 HATER HEATER
4E00
DL4HEASHER
1200
1 cwT DRYER
E000
1 DISPORAL
Soo
t MI mwAVE
I800
1 REFRIGERATOR
1200
Su__ OF GENERAL WAD
w2o3
PIF9'f 10 NVA OP GENERAL WAD - tOOi
30000
RENAINDER OP GENERAL WAD AT 40% 28208 VA x .4
11282
TOTAL NET GENERAL WAD
21282
8.E TON HEAT PUMP (N/ — EMERGENCY HEAT STRIP)
21 AMP x 240 VA=
RB TON COOLING SYSTEM s0 AMP . 240 V
• WOO
NET GENERAL WAD
2—
NET TOTAL HVAC
WOO
TOTAL WAD
s088Y
CALCULATED LOAD FOR SERVICE
80882 VA/240 V- 120 AMP
150 AMP SERVICE
•TIORST CASE SCENARIO - HIGHEST HVAC WAD
VSED FOR CAWULAmm-
NEUTRAL CALCULATION:
LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA 0 100%, REMAINDER 0 359.
NET LOAD: 6,949 VA
RANGE: 12,000 0 10% 8,400 VA
DRYER: 5000 ® 10% 3550VA
TOTAL 18,84E VA
NEUTRAL AMPACITY: 18,489 / 240 . 18 A
1 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIDE
3'210 AL, 1-4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
150 AMP ELECTRICAL RI5ER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MILO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/ZP
B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS MC15
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
-2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT 0
t
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 P4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD
qesign
G
+T LONG WOOD, FL 32750 �•
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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FIRST
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B
ARCHITECT. -
STATE OF FLORA
- - L 10
D F-PTE 10/21,
SCALE: 1 /4"=1' - 0"
8i3EET
u
ELECTRICAL LEGEND
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DEFINITION
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20 M -E POLE
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KEYPAD
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LOCATION OF TV JACKS R PHONE OUTLETS +
FANS TO BE VERIFIED B HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.3 FECR 57H EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT-INTERRIPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014L
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
SECOND FLOOR ELECTRICAL PLAN
A
A R C N IT E C T S
Design
Grou Ii,D.
Lam. LONG WOOD, FL 32760 'R
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA 8: 0003326
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50 MPH EXP. B
ARCHITECT-.
STATE OF FLORIDA
i2nd).
P TT D10/21/16
BCALE: 1 /4"=1' — 0"
88EET
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT $HALL 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 LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 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 GAIT METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETUNED, TO EQUAL AIR EXHAUSTED-
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
01
EXTERIOR WALL
PLENUM T _y
AIR RETURN
SUCTION AND LIQUID
'
AIR SUPPLY III1-i
REFRIGERANT LINES
AIR HANDLER)
EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
is I
EVAP. TRAY ii .J
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORM RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 3012.I.I
HVAC
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
BRASS PLUG
/ I
INSIDE I I
CAULK J
1
FIN. FLOOR
OR WALL
i
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 0240-K JOSAM 56000
SERIES NICKEL BRASS TOP
P.V.0 OPTI/SPEC
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FROM
ABOVE I //
�\sxs 1 /
FOYER FLEX
I
I
I
PORCH
FIRST FLOOR MECHANICAL PLAN
COUNTERSUNK
G.O. PLUG
6
SEE SPEC.
_
r -
-----------
FIN. GRADE
OR PAVING'-
�..
-� FITTING OR
I
I EXTENSION TO SOIL
OR WASTE AS
I
REQUIRED
I
I
—--.---.
-v— INV.SEE
SITE PLAN
%EXT. GROUND
CLEAN —OUT (T
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
ol SECURE STRAP TO UNIT W/ (2)
4' CONCRETE SLAB $XI 1/4' BHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR 1 WAY DIFFUSER
—
SOLID LINE= SUPPLY TRUNK
- -
BROKEN LINE= RETURN TRUNK
l
BALANCING DAMPER OR OBD
(�
CEILING EXHAUST FAN
4
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
QT
THERMOSTAT
m
PASS-THRU AIR GRILL
J
A R C N I T E C T FI
6
Grou .. .
Design
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEIA
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LEFT
PAGE:
FIRST
FLOOR
ECHANICAL
PLAN
150 MPH EXP. B
ARCHITECT
STATE Cr- FLOM
Ill
DATZ: 10/21,
SCALE: 1 /4"= V - 0"
SKEET
10
UPSTAIRS I,
LIVING ! j 11 BDRM. #4
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OWNER'S I ' j O yell - BDRM. #3
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i
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SECOND FLOOR MECHANICAL PLAN
A R C N i T E C T!
oN
6
Design
GroutoIInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a".oaoj ng -com
AA #: 0003325
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41128.000 04—03002
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ARCHITECT
STATE OF FLORIDA
2
Dp � 10/21/I6
aCALE: 1 /4"= I'- O"
axaaT
11
(U4 REEL! VERTICALLr W CDC.___._
POIR CELL
R
BEE GJEIGY CODE fDR'B FOR
BIBILATK]N R-VALWEB
TCXNIQD PNBH
BEDAAE PT. Di. R4TE TO CGIC. W
V]'%ID' ANCHOR
BECNYC P.T. DT. RATE TO BLb W
IR'%Yp gNCOCR Dp"T W ]' Wd51ffR
BEOII� P.T. BT. RATE TO eLb W
4• CONC.IPEK. W eke' WA%WAm W W QI
.11_-POLY ETHT - VAPOR I A ITII DY
�n WELL-Cl_MPAOTED 4EAN FILL TEIHIT!
TFB I•ENT AL DE EORA-CAFE
g
g• Dy]
- �i E Q
tt ! In' brP. W_ BD.
DOLT W ]' WASHER
l' B1DCD. HH . 93' OG HN(.
r• ENDED. HK . ]]' OO HA%
f9) Imd MABONZY NAE.9 . g]' OG.
HA%
f TNIIX 39mm P01 . 30 DdrB
CGNO. BLAB IEiRFOICCD W
(I) 9 RCDAR p! CNAIRg
aDoo B.x
YIIMI aN a-ML P0.Y ETHYLENE
e f' CONC. RFMNI bke' YMAmAAm
APOR BARBER d
UELL-CCMPACICD 0.eAN PILL
'�'"- TERMITE 1RlATMENT SHALL BE
DORA"CME
,�
f ' CDYC, RlIM. W eke' WAXWAD W W
D3 e•ML MLY ETORLENE VAPOR
BARBER ON WELL -COMPACTED CLEAN
£ ILL TCRIITE 1REAIMEM SHALL BE
;,, O BCR4-CARE
B f
_
• • e f' CDC. IYEM. W eke'WAXWAm W W W
O- L LL- ETHYLENE VAPOR BL I I
L w>> ON WILL -COMPACTED CLEAN FILL TEKTITE
p TREATMENT SHALL K BCRA-CAIQE
"' U
f <3J 9 REBAR W CNABPB
_ �
____ a A' OQIO. KEN. W e5:6' WA]EIBM lBn
BA e-ML PIX.r ETNttENE VAPOR
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4 SCALE, N'•F-m'
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m g klYl - 12, 5 R@DdR ON CHAIRS
!]) REBAR dJ CNAIRe
(v S 15AR W OHAIRB
CI - w w
Ew
D' MYW EELDU GRADE >
�
f' CONC-REK. W e'rE' WAMBAm WIH
ON e-MIL POLY ETHYLENE VAPOR
1-STORY FOOTING
I -STORY FOOTING
2-STORY FOOTING
1-STORY FOOTING
- -
'!'"'
�ETER•YTE TIEATMENT SHALL DEEIN
GARAGE STEP-UP
W/ BLOCK WALL
t SCALE, In•.r-a
�o AT L B. W. (W/ UPLIFT)
�, SCALE, In•.r-o•
�� AT
1� SCALE: 1/1••I'-o•
AT L.B.W. ( W/ NO -UPLIFT)
�' SCALE: In'•I'-m'
STAIR DETAIL
NON -BEARING
5 CALE.I
3 SCALE, I•.I'-m'
m
9gID9 Y' OG MAX
• HCAD ar fa.RPdY.e
vAIDEe WTH ELOPE
III— P.T. BT. RATE TO BLAB W
In'XB' Ai1CNO1t D0.T W ]' WASHER r'
m EFBED. MN. • 9]' OC rTA%.
5 VJ' . 4•AD Q O.AIYA!
VAF•EB WTH SLOPE
EECIBK P.T. DT. RdTC TO BLAB W
1!1'XB' ANCHOR BOLT W ]' WAB)ER l'
Cr1DED. rRL . !]' OC HA)C
5 N' . KAD Q 6ARAf£
vAREe WTH GLOP£
BECWC P.T. GT. RATE TO SLAB W
M490NYr NAIL
HCb d
4RE8 WTN ELOPE
BT. RATE TO ELb W
4m;_�m
EMENDED GLAD In' CURp HEIGHT VARIES
fU �V REELY vERTYlALY W CONC
I
L 4 B CMJ
ETU
- DAD! HEMiM vAREB
°
4�CR—YB-ML P0.Y ETHYLENE VAPOR
U f L TCR•IIT! TREATMENT BNALL BE
_ BORA-CARE
a• a
IX e-MIL POLY EINTtEOE vAPGR
L O < b PY"L TERIITC TICATIENT BwYL DE
n BORA-OdR!e
U f\
- - W B-ML POLY ETHYLENE VAPGR
L FILL TER'nTE TFEATrNT SHALL DE
a
^ _ BCRA-CARE
9 •
K. W b',:6' W4MBAm WIM
E DJ •-ML PCLT ETHTL@E vAPOOR
B4IOGWR Di LLELL-CQIPAGIED 0.Etl1
SY
D16-MR POLY ETHYLENE
BARRIER pl LLDLL-4i'IPACTED 4CY!
- • ° FILL TERMITE TREATMEM BNALL DE
EIOpA-C,4E--..—
• pMODR W WRL-COMPACTED CLEMI
._.. __ FILL TER'YlE IFEAIrffHT SHALL BE
ppRA-OAIEC
1. -- D) 5 REBAR ON CHAIRS
— `— w l REBAR M CMAbb
U
4�-- (T) 9 RCDOR ON CHAIRS
£ ILL TCRYTE TREATrNT SHALL BE
m O e 4 OCRA-CARE
E
L �u f]I �i IlC9AR ON GH41P8
E
L �Y (]) 7 IRBM GN OIATB
<'
(B) 9 REBAR ON CHAIRS
GARAGE STEP-UP
GARAGE STEP-UP
GARAGE STEP-UP
1-STORY L.B.W.
GARAGE STEP-UP
SLAB AT GARAGE
1-STORY FOOTING
1-STORY LB.W.
6A 2-STORY L"B.W.
-,\LB.W. W/ NO UPLIFT
SERVICE DOOR
AT GARAGE
�/
SCALE:
�� SCALE: I/P'.I'-0•
v�' SCALE: 1/1'.I'-0•
l Ar. is In••r�
� t� )�ue�i e'er
,�_ !u •e REBAY vERrIC,OLLY
W CONC. POUR QLL
A. DYI
_ I DBm 1EKMT VAREB
<N'B REBAR VERTCALLY W CONC.
SEE QLL
SEE ENEI< CODE POI@D iCR
NBLd11D1 R-VALUES
_ 4' CONO.IEFF.W e'rb' Wf)BUAm
a' i Q WW'1 W e-ML P0.Y ETHYLGYC
1 a �' vAP^IR DARKER IX
YELL-CDMPACTED 0.EAFILL
• REQBD Pqt
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L Y z � B' CHIT
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L
o TEKTITE TREATneNr BNALL BE
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E�-__
AR
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444I
•. ONOb ML IVLY EFBI ITIIYI.ENE VAPOR
BARBER CN W:LL-CDMPACTED CLEAN
3 LLL tERMITE IIYEATMEM BNALL BQ
L SY B
B DLL IBI IS
- fi em. TRAIX
fNIBH 0.00R
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a ,µ AARl6E DOOR
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CDC -Reel W e'.e' WAJWAAm W W ON
�' POLY eTHYLEFE vaPGR BARBER CN
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__ __— __—_ __..._ ,, B
3'
(H 9 CWT C -- - _
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—
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i i1 - FILL TCRMTC TREAR¢M BNALL DC
- — _ DORA.C.RE
n
� m U �
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/ \/
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m s �' e
n
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m=
L
2-STORY FOOTING
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ecALE: la .r-m
CONCRETE PAD
9 E, n•.I'-m•
10 SLAB AT S.G.D.
SCALE: r. r-m•
11 GARAGE DOOR FOOTING
SCALE, In•.r"m•
SHOWER RECESS FOOTER
�1 °
scA"D r.I'-m'
n W/ BLOCK WALL
�-SCALE: V1•�I'-0'
' � I
I
-cauX AND REAL
bAB LME
TIC VERTICAL REBAR
aleoureo OD•D BEAn
_ VAREB PER ELE V.
rII_... i
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I' PVC GLEEVE POR!><8 LN[
9
J,C.m• FM. FLR
REBAR W/ Im' HOOC/'�
VERTICAL REBAR
IT
JJ��.. TO IGRZGNTAL
e
PDAED LNTEL CONY. (TYPJ
e' CMJ FILLED CELL (MJ
� � CRTWALL
BRCUIED BCTO REAM
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�
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fIYDO
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t Su
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C
ORBITED DDO BEAR
�
WADER AND NUi BPAD9lVENLY
FLOOR TO BDA BEAM. BET M JOMB
WL. TO FILL— ASL (EEVED ANCHOR M
SOLID POLR ACCEPTABLE RETIKYITI
°
-
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- 1- , • —_
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r.
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laJ SCALE. In••r-m•
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BeE eNelmT cone FOR+a FOR
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-
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m'-m' FM FLR
J, m'-m FM FLR
_
s � YT vERTVERfICAL REGAL!
°
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i� -�— J°-
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LAPPED W BCNJ BEAM
LI
—
e' PK CIIBE ATHRU FOOTNG
mI
��� +}P° YA)D1B
U9 REBAR Ai CORNERD
• f• tout. Real. W e•,e• WANYIAD
YUI'I ON a -MIL POLY ETHYLENE
'y VAPOR BAR DY
'
-
L �' 1-BTORr
WELL-CD'IPACTEDCLEAN PILL
TEI•-YlE iIIEATMENT eHALL BE
-
- U - (2,�iREBAPt N AYm
n U ]-eT
HORIZONTAL/VERTICAL
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
L In••
BEARING CHANGE
1 €-17J•T�
1-STORY FOOTING
�� OMITTED DOWELS
H J cxe, In•.r.m•
REBAR LAP AT FOOTING
B ecx@, In+r,m•
�
/AT LINTEL CORNERS
l 1. �3t�17J"I��
D W/ BLOCK WALL
'-
ALL EXTERIOR FOOTERS
AT FINISH SL.AB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C N I T E C T 8�
qVup..a._
G
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngmup.com
AA #: 0003325
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SILVERADO
LOT 3
BLK 2
PROJECT*
04128.000-03002
MODEL:
4EHB
"2605- HAYDEN)I
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
ARCHITECTS
STATE OF FLORIDA
�
J 10/21/16
8CALE: 1 /4"=1' - 0"
8iIzw
L1
SECURE 2xb MIN. TO BLK W/(2)ku'
ANCHOR BOLT W/ 2- WASHER SET
IN 91r•IF+50N H*14 STRENGTH
EPDXY 4' EMBED,
I
I
SECURE 2x4 ON
-_._--
FLAT TO BLK
W/ _UT NAILS.
-
i
SIDES.
L'I---�-.m
2X6 GARAGE DOOR BLCX W/ (3)
VX5J-BOLTS 4- EMBEDMENT MIN.
W/ 2'X2'>4 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR N JOINTS
PRIOR TO FILLING.
-
1.2X6 PT BLOCK • CENTER OF
DOOR HEADER W/(I)1$'XB' J-BOLTS
.,_
4- EMBEDMENT W/ 2'X2'Xe' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: IR'.I'-0'
2X4X4' SECURE 70 TRI155 W/ 3-12d
6'-8' or
. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META. 16
7 2'-O" EXTENSION ® OPT SERVICE DR.
SCALE: 1/2'. I'-0-
2X4 SECURED TO
GABLE END
W/(2)I2d•EA UPRIGHT
2X4 SECURED TO
L-214 BLOCKING
EA. RAFTER
L-30 EA.
RAFTER
H25 EA.
RAFTER
-2x4 RAFTER
• 24' O.C.
N , PRE-ENG TIRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
— DOUBLE TOP PLATE
— CRIPPLE STUDS • I6' O.C.
MAX
— SIMPSON LSTA-12 • EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY s A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 1 NO MORE
THAN 12' O.G. STAGGERED
SP4 OR HS • TOP AND
BOTTOM PLATES • EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONR7 WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
4 FRAMED OVERHANG 5 OPENING WD FRAMED W LOOR TRUSS
N.TS. SCALE: 1/2'•1'-0'
,I.I�I■il'I,
III■
3`! - -
i
i�
III
II!;�
Ilii�
Ili���l�Ii!
w /t
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE 1/I6' 0.6B. OR I/2' COX PLY WITH'8 RING SHANK GUN NAILS AT 4' OC. AT
SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SWEAT14NG TO GABLE END FRAME
USE 'B GIN NAILS • 4' OZ.
EXTERIOR SHEATHING
USE IAA OSB. OR 1/2' PLY WITH -8 RING SHANK GUN NAILS AT 6' OC. AT
PANEL SIDES AND '8 RING SHANK GUN NAILS 4' OC. TOP 1 BOTTOM
PANEL AND '8 RING SHANK GUN NAILS AT 6' OC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
j STICK BUILT WALL DETAIL
N T5.
ACCEPTABLE FASTENER FROM ANY MANJFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIA. TENSILE S
8d ROUNDMODIFIE 2 3/8' 113 I10p00
TOP CORD BLOCKING AT 4'
OR T
Or- MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
}�
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 1 TOOL ASSOCIATION
RAFTER OR TRUSS
'
1. 0.113 INCH NOMINAL SHANK DIAMETER
ROOF SHEATHING
P
I I I I T
3. 16 TO 20 RINGS PER INCH
4. 0780 INCH FULL ROUND HEAD DIAMETER
S. 2 INCH NAIL LENGTH
ROOF 5PEATHING LAYOUT
AND ENDWALL BRAC:INCz
--Bu`°I"G`E"�T"
_
%SNOT USED
V
FOR GABLE END FRAMING':
SIPS • EA. STUD TOP 1
BOTTOM
PRE-ENG TRUS8ES W/TRUS5
CONNECTOR UP TO 'IR000
UPLIFT
DOUBLE TOP PLATE
SIMPSON M5TA-24 • EA. JACK
2xS STUDS s 16' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I. OF WINDOWDOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 126 NAILS, TWO WITHIN 6'
FROM EACH END 1 NO MORE
THAN 12' O.G. STAGGERED
WINDOW SILL W/CRIPPLES -
I6' OC.
I' CIA ANCHOR BOLT
AT 16' O.C. MAX WITH l'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 • EA.
JACK, SECURED W/(3)& X 1
3/4' TAPCONS TO CMU
WMIN. 2' COVER 1 2' APART
2X8 P.T. BOTTOM PLATE
(5 WINDOW OPENING
C4 2-STORY WALL
re vAi�s o �• mz.
Rw
Q
J
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (0515 TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 1 UPLIFT (09B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENIN6.5
t
TRUSS
MTS-1415-
l/16'
2x4
BTM.2X4
PLA
DBL. TOP PLATE
2X4 STUD 16' O.C.
l/16' OSB.
1/2' AB. W/ MIN.
I' EMBEDMENT
LOCATE 6'-8' FROM ENDS
AND 32- O.C. MAX.
TEXTURED FINISH
MTS-META-16
32' O.C. MA
CMU WALL
PRE-ENGINEERED
TRUSS
KNEE WALL DETAIL
TO BLOCK
2 K
SCALE, 1/1'•I'-0'
A SECURE 2. TO BLOCK -�
W/ (2) I}' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE J45)
FAEG4•T - (MIN EMBED. I }•1 ' g
_ 1 WITHIN 8' OF EACH
END AND Ia- OC. MAX 4
SPACING.^
4' 05B. SHEATNMG ORS
I' CDX PLYWOOD
rzcwu o�ww —
uP Tm e m
2.4 BLOCKS
--r CMU WALL
FRECA•T MLL
(�) ARCH WINDOW FRAME
SCALE: i/2'=I'-0'
`'e RING SHANK CAN NAILS
• 6' OL. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
�'B 2' DECK SCREWS s
O.C.
. MAX EDGES 1 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
A SECTION
PRE-ENG. TRUSS e
z
DBL. 2X TOP PLATE
l/16, OSB.
2X BLOCKING • _ -
TOP OF
l/16' B.
2X STUDS 16' O.G. MAX.
2X BTM. PLATE
3/4' FLOOR DECKING i
PRE- ENGINEERED m
FLOOR TRUSS
2X4 • TOP
1 BOTTOM CONT. "
HETA- W I�`I
BLK WALL
OI CONTINUOU5 SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO OSB.
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIR OF 16' FROM SHEET BELOW
O5 INSTALL ALL SHEETS WFACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
9 SCALE.12'•t'
A R C N I T E C T E
6
Design
Grou ..2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325 J
y
V
0
ry
O
F
O
11.3
Bi mrv. & LOT
SILVERADO
LOT 3
BLK 2
PROJMT#
04128.000-03002
MODE1<L
4EHB
"2605-HAYDEN"
GARAGE BVMG:
LEFT
PAGE:
misc.
DETAILS
50 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
DAIM 10/21/16
SCALE: 1 /4"=1' - 0"
SHEET
D 2
FIBERGLASS SHINGLES
OVER '30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 16' O.S.B.
SHEATHING OR 2 COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
I.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT —�
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
GYPSUM BOARD OR 1' HIGI
ITRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/
1)'5 REBAR CONTINUOUS
'RECAST LINTEL
SEE ENERGY CODE FORMS
OR INSULATION R-VALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1)05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
aLT 16, O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1-STORY
1 BLOCK WALL
SCALE: 3/4' = I' - O'
1/I6' OS.B. OR %' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAPE
GALv'D MTL. LATH
ICONSTRUCTION
TEXTURED
WOOD
FINISH a WOOD
T/a' TO 5/s' MID WALL
SCREED
yWEEP
IL
Z
IL
8' CMU
—
5/6' TEXTURED
—
FINISH 6 MASONRY
WEEP SCREED
C0 WOOD TO
��� ,u3D--,ETAIL
/LOCK
I-
CONNECTION
SCALE:
11/2'=1'-O'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR R9052.1 ON I'
O.S.B. SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
5TIFF5ACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
CONDITION.)
16 D.5.B. SHEATHING OR
_DX 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)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ �'x5' ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. 6+ 32' OC MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
e• aLnJ
)4 DRYWALL
I'X4' OR I'X2- P.T. NAILER
OR MIN. SECURE
❑
F
TR O FRAME 4 4 EXTEND 1-Ys'
INTO
INTO BLOCK W/ i4' TAPCONS
OR DRIVE
SHANK SIZE 1,11
SIZE
MR
MM. HEAD SIZE 300
❑
MIN. EMBEDMENT I-Y.'
WITHIN 8' OF EACH END 1 IS'
OC. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
A WINDOW TO BLOCK +3 4 OR +5 4
SCALE: 1'.1'-0'
2X4: CM
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MIN. SHANC SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V)
WITHIN 8' OF EACH END 4
IB' OC. MAX SPACING.
2xb: csm
SECURE TO
SECURE TO BLOCK WR-14TAPCO'
DRIVE PM
(MIN. SHANK 81ZE 145
a
MR HEAD SIZE 300
MM. EMBEDMENT I Y.')
WITHIN 8' OF EACH END 4
IS' OC. MAX SPACING.
a' CMU
J{' DRYWALL
SECURE
SURE TD BLOCK WPN
7APGONSR DRIVE PM
O
I'X4- OR 1-X2' P.T. NAILER
(MIK SHANK SIZE 145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I w)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MAIAIFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-i
B WINDOW TO BLOCK +1-1 2//2"
SCALE: 1'.I'-0'
zQ
as
1-STORY GABLE
�A� BLOCK WALL
1 ri SCALE: 3/4'=1'-0'
2x4: CM
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PIN
(MIK SHANK SIZE 145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I I
WITHIN 8' OF EACH END 4
LV O.C. MAX SPACING.
2Xb: CEO
SECURE TO BLOCK DRIVE PIN ❑
SECURE TOR DRIVE PIN
(MIN. .SHANK SIZE J45
MR HEAD SIZE 300
MR EMBEDMENT I A*)
WITHIN 8' CF EACH END 4
IS' OC. MAX SPACING.
2X8:
SECURE TO BLOCK W/J-,.
TAPCONS OR DRIVE PIN
18' O.G. MAX
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BR4
IS PRESENT
PRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
W/ (2) 12d's a EACH TRUSS
TO BE INSTALLED s MID.
POINT OF TRUSS SPAN, OR
10'-m' O.C. MAX.
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J. GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK l
(1)05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
m 16' O.C.
8' CMU
I/2' GYP. WL. BD.
WOOD BASE
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
!6- TAPCON MIN. 1-4-
EMBEDMENT INTO BLOCK
8' CMII
8' DRYWALL
I-X4. OR I-X2' P.T. NAILER
%.' 098. X 4- MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4')
DOOR JAMB TO BLOCK +1-15/16"
c WINDOW TO BLOCK +1-15 16"
SCALE: I'.I'•0'
2X4: CEO
SECURE TO BLOCK W/ 14•
O TAPOONS R DRIVE PIN
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1)".)
WITHIN 8' OF EACH END 4
IS' 04. MAX SPACING.
2X6: CM
SECURE TO BLOCK W/2-V
TAPCON8 OR DRIVE PM
NOTE: STRUCTURAL 2X MST
BE CK OUTSIDE 4 SECURED
(MIN. SHANK SIZE J45
THROUGH NON-STRUCTURAL
MR HEAD SIZE 300
V TAPOOJ MIN. 1-Y'
MR EMBEDMENT I V)
EMBEDMENT INTO BLOCK
WITHIN8' OF EACH END 4
8. cm
O.G. MAX SPACIWC
)S' DRYWALL
2X8: ®
I'X4' OR I'X2- P.T. NAILER
TAPCONS OR DRIVE PINI'
SECURE TO BLOCK W/2.94'*DOOR
P.T. X 4' MIN,
(MIN. SHANK SIZE .145
CASING
DOOR JAMB OR WINDOW
ND 4 ATTACH TO 2X PER
MANUFACTURE$ DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
lJ SCALE. I'.I'_0•
FIBERGLASS SHINGLES-
OVER'30 FELT PAPER
INSTALLED PER FBCR
R'3052.1 ON 6' O.S.B.
SHEATHING OR 1, CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE -
2x4 OR 2x6 SUB -BAND -
PER ELEVATIONS
VENTED ALUM. SOFFIT -
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION.)-
6 D.S.B. SHEATHING OR }'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/8' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIFIBER
JUM50TEX GRADE 'D'
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 126's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
ELK W/ �'xV ANCHOR BOLT
W/ 2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. aT 32' OC MAX.
% THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
/ PRE-ENG GABLE TRU55
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's A EACH TRUSS
1 _0. TO BE INSTALLED 9 MID. POINT OF
TYP_ TRU55 SPAN, OR IV-0- O.C. MAX.
°H SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 ® 24' O.C. 6 INTERIOR
KNEE WALL
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
DIRECTLY TO MASONRY
0
1-STORY GABLE
W/ VAULT CLG.
UBLOCK WALL
SCALE: 3/4'=I'-O'
2X4:
SECURE TO BLOCK W/ 94'
TAPCONS OR DRIVE PIN
(MIN. SHAH: SIZE J45
MIN. HEAD SIZE 300
MR EMBEDMENT IY')
WITHIN 8' OF EACH END 4
IS' OC. MAX BPACIW-
2X6, CEM
SECURE TO BLOCK W/2-iW
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145
BE ON OUTSIDE 1 SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT I A')
W' TAPCON MIN. I-Y*
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
15' OC. MAX SPAC W-
a, CMU
2X8: ®
V DRYWALL
SECURE TO BLOCK W/1-%.
TAPCONS OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MR EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
1.
8' OC. MAX SPACING
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
E SCALE: I'.I'-O'
2X4: CM
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MR HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITHIN 8' EACH END 4
IS' O.G. MAX SPACING.
NOTE. STRUCTURAL 2X MUST
BE ON OUTSIDE 1 SECURED
TW
THROUGH NON-STRUCTURALL
2X6: ®
j4' TAPCON MIN. I-Y'
SECURE TO BLOCK W/2-)W
EMBEDMENT INTO BLOCK
TAF'CONS OR DRIVE PIN
(MIN_ SHANK SIZE J45
❑
MIN. HEAD SIZE 300
1$' DRYWALL
MR EMBEDMENT I Y'1
WITHINS' OF EACH END 4
I'X4' OR I'X2' P.T. NAILER
B' OC. MAX SPACING.
2ND 2X SECURE TO
2X8: ®
U MEMBER
SECURE
SECURE TO BLOCK W/2 94'
4 -
WITHIN 8' OF EACH END 4 6-
WITHIN OF
OR DRIVE PM
TO 8' O.C. MAX
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Y')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A-)
DOOR JAMB TO BLOCK +T
F WINDOW TO BLOCK +T
SCALE: 1'.1'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1)05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
m 16, O.C.
8' CMU
1/2' GYP. WL. ED.
WOOD BASE
NOTE:
PER FBCR 43052.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4861B TYPE IV, OR ASTM D 6151
2X4:
SECURE TO BLOCK WA:'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MRL EMBEDMENT I Y-)
WITHIN 8' OF EACH END 4
IV OC. MAX SPACING.
2X6: CEM
SECURE TO BLOCK WA-1/4'
NOTE: STWCTURAL 2X MUST
TAPCONS OR DRIVE PIN
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE J45
THROUGH NON-5TRUCTURAL
MIN. HEAD SIZE --"
94' TAPCON MIN.
MR EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
WITHIN 8. OF EACH END 4
IV OC. MAX SPACING.
8' cm
2XS: C�
)V DRYWALL
SECURE TO BLOCK W/1-1/4'
I'X4' OR I'X2' P.T. NAILER
TAPCONS OR DRIVE PIN
74' OSJS. X 4' MIN.
(MIN. SHANK SIZE J45
MIN_ HEAD SIZE 300
DOOR CASING
MIN. EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
ATTACH TO 2X PER
IV O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16•"
SCALE:
2X4: CM
SECURE TO BLOCK WN'
TAPCONS OR DRIVE PIN
(MIN_ SHANK SIZE .14$
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y')
WITHIN 8' OF EACH END 1
IS' D.C. MAX SPACING.
2X6: CEM
SECURE TO BLOCK WI/1-I/4'
TAPCONS OR DRIVE PIN
I -TOTE: 8TFd1CTUF'4L IX MUST
(MIN. SHANK SIZE 145
BE ON OUTSIDE 4 SECURED
MR HEAD SIZE 300
THROUGH NON-STRUCTURAL
MR EMBEDMENT I Y-)
V TAPCON MIK I-V
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
IS' OC. MAX SPACING.
2XSe
DRYWALL
SECURE TO BLOCK WA;
TAPCONS OR DRIVE PIN
I'X4. OR I'-' P.T_ NAILER
(MIN. SHANK SIZE .145
1' P.T. X 4' MIN.
MM. HEAD SIZE 300
DOOR CASING
MIK EMBEDMENT I Y')
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
10' O.O. MAX SPACING.
ATTACH TO 2X PER _
NOTE: SHIM AS NEEDED TO PLUMB JAPE (DO NOT EXCEED Y-)
DOOR JAMB TO BLOCK +3 3/4"
H WINDOW TO BLOCK +3 3 4"
SCALE:
e 4• Y 1 T e! T e
L44i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.sbdesigngroup.o m
AA #: 0003325
w
y
x
0
0
F
0
i
w
m
SVHDIV. 4& LOT
SILVERADO
LOT 3
BLK 2
PROJECT#
04128.000-03002
MODRU
4EHB
"2605-HAYDEN"
GARAGE 81IING:
LEFT
PAGE:
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHRECT:
STATE Of-- FLORIDA
ripmmrr
DA10/21/16
SCALE: 1 /4"=1' - O"
SKEET
I3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON a' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
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.
1/0' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK V-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. s+ TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
—FLOOR FRAME
\_SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UINDOW SILL
!x STUDS ® IV O.C. MAX W/
'45UL., SEE ENERGY CODE
:OR`1S FOR INSULATION
2-vALUES
' T e G SUBFLOOR GLUED
4ND SCREWED AS PER
=ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
INSTALL PER MFG. SPECS.)
S, GYPSUM BOARD OR '
4IGH STRENGTH CLG.
BOARD
7ONC, FILLED LINTEL BLK W/
'I) "5 REBAR CONTINUOUS
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'RECAST LINTEL
UINDOW ATTACHMENT AS
'ER MANUFACTURES
5PE C IF ICAT IONS
'RECAST SILL
'1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a I6' O.C.
S' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER '30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON �,,' 0.9.8.
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG,
FOR SIZE e CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS ® 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 126's 8' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 fit 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
b O.S.B. SHEATHING OR �, CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
116' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. a TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/e THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND �9
1A FLOOR FRAME Q
SCALE: 3/4'=I'-O' a
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's o 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 -2 I6' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T e G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) "5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 15 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
® I6' O.C.
8' CMU
1/2' GYP. WL. BD,
WOOD BASE
FIBERGLASS SHINGLES
OVER •30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON �&' O.S.B.
SHEATHING OR 2 CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
10000 UPLIFT
CONNECTOR
2x8 SYP '2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
"5 REBAR 6 16'
O.G. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS -
FOR
INSULATION
R-vALUES z
F Q zQ
WALL �! .
SECTION -
WOOD
FRAME TO
1B LOCK WALL m
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
sg' GYPSUM BOARD OR j'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 s+ EA.
2X8 STUD
' DRY WALL
}' DIA ANCHOR BOLT
AT I6' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
® EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
is Iro' O.C.
8' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
W/6' HOOK o 24' O.C.,
MIN. 24' IN SLAB
2 -0" (MIN.
i j - 9
KGONG.,
4' REINF. W/ 6'x6'
L
WI.4XWI.40 WWM ON (o-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
�- 66
TERMITE TREATMENT SHALL BE
BORA-CARE
--2'-0"-
(3)#5 REBAR ON CHAIRS
2x STUDS 9 I6' O.G. MAX W/
1-6' O.S.B. SHEATHING OR }' CDX
2x STUDS ® 16' O.C. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
3,
4 T e G SUBFLOOR GLUED
1/8' THICK, 3 GOAT PORTLAND
J' T e G SUBFLOOR GLUED
4:12 OR GREATER, (I) LATER UNDERLAYMENT IS
AND SCREWED AS PER
CEMENT PLASTER OVER
5TER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D226 TYPE
FASTENER SCHEDULE
EXPANDEDMETAL LATH
EXPANDED GA VD METAOTEX
FASTENER SCHEDULE
11, ASTM D 4869 TYPE IV, OR ASTM D 6151
ON
GRADE 'D' PAPER OVER TYVEK
3/4' T e G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT, 6 TOP AND BT. OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
FLR, BT. 2x4 IS FOR WALL
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T. o
CMU) W/ (3) 12d NAILS 6 EACH
SIMPSON HETA-I6 EMBED.
I SHEATHING NAILER)
j' GYPSUM BOARD OR I'
TRUSS
STRAP 6 32' O.C. MAX VERIFY
WEEP SCREED
(SEE DETAIL 2/1)
HIGH STRENGTH CLG.
PRE-ENC. FLOOR TRUSS
W/ TRUSS PLAN
EMBED. STRAP VERIFY =
BOARD
(INSTALL PER MFG. SPECS.)
' GYPSUM BOARD OR 2'
W/ TRUSS PLAN
CON(. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
No* THICK, 3 GOAT PORTLAND
(1) "5 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(1)"5 REBAR CONTINUOUS
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
RIBBON
NDICULAR PRE-ENG FLOOR TRUSS
(�T�
WSCEIALE: STENING DETAIL
SCALE: 3/4':I'-0'
3/4' = I' -0'
O p Y I T C p T
6
Design
Grou ....
U N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abdesigngroupmm
AA #: 0003325
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LOT 3
BLK 2
PROJE=T#
04128.000-03002
moDEr.9
4EHB
"2605-HAYDEN"
GARAGE OMMO:
LEFT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
r ARCFWMCT:
STATE OF FLORIDA
rT 2
P TM D10/21/16
OCAU 1/4"=1'-0"
slEm=
D4
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3) I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
' MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
e' FROM EACH END AND IS -
oc. MIN
MAX 1-a4• eMBEDMENT:w
2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON �x
OR DRIVE PM (MIN ^614A4K SIZEJ45 w=
-
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
S' FRGM EACH END AND WS'
O.C. MAX. MIN I-I/4' EMBEDMENT
2 X S MIN 2 X 3) 2-3/16 TAPCON
OR DRVE PIN MIN SHANK SIZEJ49
MIN HEAD SIZE 00
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
S' FROM EACH END AND IS'
MIN. 2-12d PER BLK EA END
Or. MAX MIN 1-1/4' EMBEDMENT
TA6' OSB SHEATHING
CM WALL
ARCHWAY DETAIL
rj__�16" AND UNDER
SCALE: IR' • I'-0'
DBL. TOP PLATE
2X4 16' OL. MAX
SECURE 2X4 TO
D WO-12d . 6'-A'
300 MIN
EMBEDMENT IYa' WTl.
9• EA. END NOT TO
p I'
ARCHWAY
EXCEED I ' Or,
MAX
ST. PLATE
2X4 SOLID
BLOCKING SECURE
1/2, PLYWOOD -
TO SHEATHM6 WITH
OR 1/16' OSB,
MK 2-126 PER BLK
EA.END
ro'\EXTERIOR ARCHWAY
T; CAB. OR i6 PLYWOOD SHEATHING
O W BLDG. FELT
O3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD DIS10, 36' WIDE MID
AND MUST BE A MIN 24' WIDE METAL.
O5 FIBERGLASS SHINGLES
TRUSS
1/2' CLG. BOARD ( TEXT.
SIMPSON 91-4 2X4 DBL. TOP PLATE
. EVERT 1/2- DRYWALL
OTHER STUD 2X4 WOOD STUDS .I6' or,
UN,O, ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON 9P4 .
32' Or, MAX
1/2'X9' AB. 32' Or
C ' _^�/ �ONC. SLAB
2 9'e COAT.
1-STORY
INT. BEARING WALL
6 SCALE: I/2'•I'-0'
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
WAS
CONNECTORS.
SP4 .
EVERY
OTHER
STUD
DBL. TOP PLATE
2X4 16' O.G. MAX
SECURE 2X4 Wit2-)v
TAPCONS OR DRIVE PIN
lMIN.
SHANK SIZE .145 MIN
HEAD SIZE 300 MM.
EMBEDMENT I V WAN S'
EA. END NOT TO EXCEED
IS' OL. MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WTF
MIN. 2-12d PER MILK
EA. ENC
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1.3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.149
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
e' FROM EACH END AND IW
O.C. MAX. MIN I•I/4' EMBEDMENT 73 ;1
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZEJ45
MM HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END MID IS-
OL. MAX. MIN 1- 1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/16 TAF CCN
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 1/16' OSS SHEATHING
MIN EMBEDMENT 1 1/4') 2X4 16- OC. MAX
S' FROM EACH END AND IS' (WHEN OVER 16- M HEllT.1
OL. MAX. MIN I-I/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO SEATHING W/
MIN. 2-12d PER BILK EA END
ARCHWAY DETAIL
16 AND UP
Y SCALE: I/2'•1'-0'
5 CLOSED VALLEY FLASHING DETAIL
KTS.
DOUBLE TOP PLATE
2.4 CONTNNCUS STRESS
BLOCKING MID WALL
2.4 STUDS . 16' O.C. MAX,
UON.
2' T H G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
UST FLOOR STUDS TO
2ND FLOOR STUDS
SIMP°./ON M9TA-36 ® 52'
O.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 C0NTINCUS 5TRE55
BLOCKING MID WALL
2.4 STUDS . 16' O.C. MAX,
UON.
1/2, GYP. ILL. W.
SECURE BY. PLATE TO SLAB
W/ I'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY T'
EMBED. MIN.
SIMPSON SP4 a 32' OC. MAX
7 INT. 2-STORY L.B.W.
SCALE: IR' • I'-0'
PRE-ENG TRJSSES
CDNV. FRAMED RAFTI
OSB. SHEATHING OR }'
CDX PLYWOOD SEC ORED
PER FASTENER SCHEDULE
2.4 BLOCKING TINDER
WALL STUDS SCORE
BETWEEN TRUSS BAYS W/
(3) 12d'. EACH END
2x DOUBLE TOP PLATE
STUDS . 16' OC.
MT9-12 . EVER STUD
2X4 ST. PLATE
DORMER
8 ATTACHMENT
SCALE: I/2' • I'-®•
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12dS 6'-S' Or. MAX
T/S' TEXTURED FINISH
T/16' OSB SHEATHING
2 X 4 I6' OL. MAX
(WHEN OVER W3' IN HIEGHT.)
2 X 4 (WHEN OVER 16• IN HIEGHT.)
I/4' TEMPERED MASONITE
GLUE A NAIL W/ed'S e'-IY OL.
IF NEEDED.
2 X SOLID BLK'G . ARCH
SECURE W/242d EACH END
ATTACHMENT PER
MANIFACTURERS SPECS.
MTL WDW FRAME
440TE, NO GAP . WDW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
CUTAWAY
SCALE: V1'•1'-0'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
S' FROM EACH END AND IS'
EXISTING BLK ABV.
orMAX. MIN 1-1/4' EMBEDMENT
I/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3A6 TAPCON
1/8' TEXTURED FINISH
OR DRIVE PIN (MIN SHMK SIZEJ45
MIN HEAD SIZE 300
1/16' 09B SHEATHING
MIN EMBEDMENT 1 1/4')
S.FROM EACH END AND IS'
2 X 4 16' OL. MAX.
(WHEN OVER 16' IN HEIGHTI
O.C. MAX. MINI-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16'
2 X S (MIN 2 X 3) 2-3/16 TAPCON
16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 V4')
2 X SOLID BLKr.. ARCH
SECURE W/2-12d EACH END
S'FROM EACH END AND IS
ATTACHMENT PER
OL. MAX. MIN I-1/4' EMBEDMENT
MANUFACTURERS SPECS.
MTL WDW FRAME
1/4' TEMPERED MASMITE
'NOTE' NO GAP • WDW FRAME
GLUE l NAIL W/Sd'S S'-12' O.G.
TO EXCEED 1/4'
F NEEDED.
ARCHWAY DETAIL
CUTAWAY
JJ SCALE: I/2'•I'-0'
ASPHALT SHINGLES OVER
�30 FELT ON T/I6' 038.
PRE-ENG GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE H CONNECTION)
2x4 9PF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING 19 PRESENT
�-- COAT. 1,4 SPF RAT RUN
SECURED W/ 12112d'. s EACH
TRUSS
(2) 2.4 7 S.Y.P. DIAGONAL BRACE W/ (3)
Rd'.. EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
I' GYPSUM BOARD OR I'
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
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0-0' TO 30'-C' (1)X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
9 GABLE X-BRACING
SCALE: IR' • I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 126 NAILS OR
MIN. (4)10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. e4) Od GUN NAILS
2. RAFTERS
US NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) Wad GUN NAILS . EA TRUSS'
RAFTER TO TRUSS MT5-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
CONV. FRAMED ROOF
U SCALE: IR••I'•0'
0-0' TO 30'-0' f1J'X' BRACE
30'-I' TO 60'-O' (3)'X' BRACE
(I 'X' BRACE . CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FISERSLASS SHINGLES OVER
'90 FELT ON 1/16' 0513.
(2) 2X4 •2 5YP DIAGONAIL BRACE —/
W/ 3-12d . EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRiJSSE6
2X4 BLOCKING WHERE 'X' BRACING
19 PRESENT
(2) Od NAILS EA END
TO TRUSS
9FF STIFFSACK
(SEE SEALD ENG-PACK FOR
SIZE H CONNECTION)
1/16' OSB SHEATHING —
USE Od NAILS AT
4' — EDGE H 6' 04. FIELD
2X4 W/ 3/S' X 5 LAG .32' Or- I
OR SUMP^ d MSTA-24 . 32- OC.
SHEATHING NAILING TO BE I
6'-S' Or. IN FIELD
4' OCAALL EDGES W/ed NAILS
TRJ99 24' o
I/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d . EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' D.C. MAX.
n2-STORY GABLE END CROSS BRACING
SCALE: 1/2' • 1'-0'
• 1115 UPLIFT
SIMP90M HTSM20
WAO Od TO TRJ99
AND (4) 1/4' x 2 I/4•
TAPCON9 TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMP90M HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
F'RE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
n21TRUSS ANCHO RETROFIT
N.TJ3.
12 Z
FINISH -a LANDING 1
PLYWOOD FF. -
z
DBL 2X6 ���-- I
-4
i
1�
30' MIN. FINISH
3/4' PLYWOOD WITH
LANDING DETAIL 4 I2-D COMMONS WINDER DETAIL
NAILED THRU 3/.
PLYWOOD INTO
FINISH o LANDING—
ANDING EACH STRINGER
3/4' PLYWOOD FF. ,
3-2 12 RC STRINGER DBL 2X12 REINFORCED W/2X4 SPFOR
J
W/CONT. BEAD OF FLOOR OIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR o
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3r'8 3' SCREWS ®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/Iro" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/0' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRA3PA5I L I TY
WINDERS- MIN. !o' WIDE 9 NARROW END
MIN. 11' WIDTH o 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
LESS THAN 4' TYP,
2X12 TREAD ETWEEN SPINDLES
GUT TO FIT
IX
S RISER
10� z HAND RAIL
u � uw1
1/2 DRYWALL
IXIO TRIM
1' NOSING TYP.
(3) IOCI CUT NAILS
6 2X4 P.T. X
SLEEPER INTO m'�
SLAB
C,3q)�STAIR SECTION DETAILS
SCALE: 3/4' - P-0'
A! E N I T E G T S
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407.77"078
FAX: 407-7744078
www.abdesigngroup.com
AA li: 0003325
W
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W
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BUDDIV. da LOT
SILVERADO
LOT 3
BLK 2
PROJIQCT#
04128.000-03002
moDffis
4EHB
"2605- HAYDEN"
GA %AGR 8wMG:
LEFT
PALM:
MISC.
DETAILS
150 MPH EV. B
ARCFF ECT:
STATE OF FLORIDA
�T 7
A ABOUCHACRA
AR NO 93723
DP 10/21/16
8CAIJ.. 1 /4"=1' - 0"
l
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-R3
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-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-R2
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-R3
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-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 1S279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-R2
FL 4103-118
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W.FLORIDABUI LDING.ORG
CONTROL DATE: 05-19-16
A R C N I T E 0 T S
6
Msign
Grou 1�..
Al N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdesigngrouP.com
AA #: G003325 A
F
V
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0
4
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sulmrv. at LOT:
SILVERADO
LOT 3
BLK 2
PROJECT*
04128.000-03002
MODMI A
4EHB
"2605-HAYDEN"
GARAGE sMWG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
Dw10/21/16
8CALE: 1/4"=1'-0"
8HEET
kft D
PREFORMED CONTROL JOINT-
FLAWaE Cr CONTROL JOINTS Td
BE WIRED TIED TO LATH • S'
O.C. MAX (VERT,) NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
aL' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION -------
FASTENERS TO BE SPACED
s T' O.C. MAX VERTICALLY 7
I
PLASTER3 COAT CEMENT
W B LAYER -2, FORTIFIBER
/ BUILDING PAPER
APPROVED METAL LATH
FASTENED 61' (VERTJ OC, MAX
AT SUPPORTS
WRB LAYER 'I.
STUCCO WRAP
WOOD SHEATHING
1TH SHALL NOT
CONTINUOUS
IROIICH CONTROL \'.—...—
)INTS BUT SHALL
STOPPED AND
°D AT EACH SIDE. PIRWOVIDE 2X4 BLOCKING
ER ASTM GI063
O.IA PLACED FLAT MAX. 6' TO S'
FROM CONTROL NT
CONTROL JOINT FALL L5 ONEN
'- STRUCTURAL STUD
=ASTENERS FOR LATH TO BE NAILS
'APLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES TO BE (NO. 10) 00415' WIRE /
BLOCKING SHOWN MAY BE IN ADDITI \
7 WALL STUDS RECURRED PER PLAN
7,
I
O"M" TYPE CONTROL JOINT
OI. FOLD Wa.IlAim + PT. A
®FOLD
OI. FOLD INYAARD . PT. A
3. CREASE . PT. D
FOLD
OL FOLD PIIIARD + O 4 FOLD MNNF9 + Pt. A
PT. A
2 CRE49E . t`K. B
9. CREASE . Pr. C
3. CREAAE + PT. C
6 TOLD M.
OVEER PT.
TILL C TOUCHES
DOTTOI't FLANGE
3
I
® ®FOLD
• ,,. BOTTOM
RLANGE
wnrER rIGHr
SEAL. FOLD. mz
tl2i cur.
NO E
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIM" OF
6' a VERTICAL LAPS (ROLL
ENDS) 4 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO BEI
WITH FORTIBER SHEATHINXn.N + X
LATH VERTICAL LAP TO BE I'
^T METAL LATH
WRB LAYER -1,
STUCCO URAP
6 HIN PAPER LAP BELpL ONL," /
WRIS LAYER R, FORTIFIBER
BUILDING PAPER
2 APER LAP
SCALE, 1112*-1'-0'
(4) KICKOUT
DETAIL
a' THICK, 3 COAT CEMENT
PLASTER
URS LAYER -2. FORTIFIBER
BUILDING PAPER
WRB LAYER -1,
STUCCO URAP
LAP LATERE OF DWLDNG WRAP
OVER NAILes, F- J , STOP
6
WRB SPX I K ABOVE
BHMGLEa
T
h<l'
ROOcwul Srmcn
�
m
" 9x8 WALL FLASHING
E
\
�y
ICIpC-Oui RABHNG (BEE
DETAIL)
�•
g
FELT IDIDERLA,MENT
-- WATER TYMT SEAL (BEND OR
EOLDER 20 Nrn al
SHAY E Ia�FW6
V�D�
�1~
ItFl02, MTALL KKKM ,
L48NING AT BOT OM GP 16�OF
DRP EDGE, OVER.AP 9'.
WALL I—Fdt CTICNB
L.-------.-.--_
.__
E 10' BELOW
SHEAl. AtHlYa, l-¢CHANICALL,'
FASTEN 4. OL. MAx.
FASCIA WRAP
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0041
5-IN, (111-MM)
WIRE AT INTERVALS NOT
MORE THAN S' (229-MM).
AS PER ASTM CI063
1.5.1.
FOR REPAIR OF TEARS
IN WiB LAYERS, TEARS
MAY BE PATCHED
&HOUSE WRAP TAPE
PER MANIF. SPEC. OR
PEEL 4 STICK
WOOD STUC
SHEATHING
PAPER
STUCCO
j' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
URB LAYER 4, FORTIFIBER
BUILDING PAPER
WRB LAYER 9,
STUCCO WRAP
WOOD SHEATHING
3n LLAAlI - PAATPF"R
HORIZONTAL LATH
& PAPER DETAIL
)OD SHEATHING
,15 LAYER 01,
UCCO WRAP
THICK, 3 COAT CEMENT
ASTER
:TAL LATH
01 WRB 4 TAPE OVER
)OF/WALL SCREED
K5' 'L' TYPE CONTINUOUS
%LV- METAL FLASHING
AIL TO ROOF DECK, NOT
1LL SHEATHING)
AP SHINGLE - DO NOT NAIL,
STALL WITH ROOF CEMENT
4INGLE ROOFING
O"L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'
APPROVED HOUSE WRAP. -
FLASHING TO EXTEND ONTO PIPE
I' OR LESS PIPE --
PENETRATION,
CUT AND OVERLAP ONE SIDE OF�
SELF -ADHERING MEMBRANE
FLASHING
STEP 01
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS ---
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMW .
6'x6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
STEP n SELF -ADHERING MEMBRANE
FLASHING
WIRE LAYER 9,
_ —STUCCO WRAP
WM LAYER •2, FCWIFIBER
BIU
I't W LATHAPER
------&'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHNG OVER APPROVED
HCUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
- 4'x4'SELF-ADHERNG MEMBRANE
------I FLASHING OVER APPROVED
HOl76E.
FLASHING TOWRAPEXTEND ONTO PIPE
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
G.Y, FINISH (SEE TYP WALL SECTION)
SECTION PER FBC R703.611
E e—WN",1"d . li
Exterior use of poWanmnt p d ceeester
shell comply with Ww application
requirements of ASTM C 926-77A.
Installation of exterior latNng erltl framing
L shall compy-with, ASTM c Io63-1to I
FIDE FENETfRATION DETA L
N.T.S.
LEGEND
DRAINAGE PLANE (WRB
LAYER 11, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO Lam- —.— —_
WOOD SHEATHING 11�_�J111
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-04-1-12, MIN. 2.5 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
0v1I
A R C H IT E C T S
6
Design
Grou ine.
Al N. RONALD REAGAN BLVD-
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA#,. 0003325
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SU017. Ae LOT
SILVERADO
LOT 3
BLK 2
PROJECT#
04128.000-03002
MODEL:
4EHB
"2605-HAYDEN"
GARAGE 8WMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHTECT)
STATE OF FLORIDA
P � D10/21/16
BCALE: 1 /4"=1' — 0"
//N\{/p\$
811m T�/T
Y Y 1 9. I
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM, 2. SIDES. B. TOP
X I VENT CAP IS TO BE SET IN BED
,X OF SEALANT AT TOP AND
Ill
SIDES ONLY. SEALANT IS TO BE
II
TOOLED $O AS TO DEFLECT
I..
I. WATER AWAY FROM JOINTS.
'
)(. E-Z BEAD ALL AROUND
'
VENT -APPLY SEALANT ALL
i'1XI
JOINTS AND INTERSECTIONS
I
APPLY SEALANT AT PERIMETER OF
BACKER ROD ,I
NON -MOVABLE FRAME AND STUCCO
-
ON ALL SIDES,Yi CAULKING • JOINT
ALL AROUND
l
PER FBC R703_6.01
Exterior lathing andMastering
BACKER ROD
Exterior use of portland cement plaster
—
shall comply with the application
;fix.
I requirements of ASTM C 926-11 A.
X-� ICI Installation of exterior lathing and framing
i
X. ,L _- shall comply with ASTM C 1063-11A.
WRB LAYER •I,
STUCCO WRAP
X
'
HOODED VENT
x
THICK, 3 COAT CEMENT
,p.
PLASTER
METAL LATH
WRB LAYER •2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
6A DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD
CONSTUCTION ,
-METAL LATH
8' CMU f "- VINYL CASING BEAD
W RAISED BAND
V TO sib' MID -WALL
WEEP SCREED
6' WIDE 5TRIP 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 (CURB
LAYER *I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING �/-'zZZ /T/%
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R'103.h.1 / ASTM C-64-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT o
TOP 4 SIDES
6 DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
6' SELF ADHESIVE
FLASHING (INSTAL
PER MANUF. SPEC
BUILDING PAPER
UNDER 'QUICK FL<
rA1VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
H7=H I V m=l =I Y=
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W15AGK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
$' THICK, 3 COAT CEMENT
PLASTER
Ye' TO V MID -WALL
WEEP SCREED
pro" SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCY
^rNAOTE-POLYBLEND FOAM
GT' �R 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 "I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVI
SEALANT AT
JOINTS AND
INTEREECTIC
WOOD SHEATHING
3 WR15 LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD 1/8' TEXTURED
CONSTRUCTION _ ��FINISH • WOOD
4- FASTEN TO WOOD STRUCTURAL
8' CMU
MEMBER • T' O.G. MAX
V TO %'MID -WALL
WEEP SCREED
• W WIDE STRIP SELF
--- ADHESIVE FLASHING, CLEAN
_. MASONRY BEFORE APPLYING
V FINISH a MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
STEP #1
STEP #3
a.
WRB LAYER M, I
STUCCO WRAP At
CUT 'X' INTO
SELF -ADHERING X
MEMBRANE FLASHING Y \
APPLY SELF -ADHERING
MEMBRANE FLASIHING
OVER BOX AND OVER
APPROVED WRB LAYER
STEP #2
WRB LAYER •I,
STUCCO WRAP
voluffift
APPLY 60 MIN SELF -ADHERING
GRADE 'D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER •2, FORTIF15ER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 5TEP I*&
OELECTRICAL RECEPTACLE
A R C N I T
D I n
Grou Inc.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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ZoT
SILVERADO
LOT 3
BLK 2
PROJECT#
04128.000-03002
MODICU
4EHB
"2605- HAYDEN"
GARAGE 811WG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
%150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
n
JGTCHACRA
OR
NO 93723
P � D10/21/16
8CAI,» 1/4"=1'-0"
SEEM=
WA2
I
WOOD SHEA
WOOD
CONSTRUCTION
'Y' HAT CHANNEL
W/s/e' TYPE 'X' DRYWALL
WRB LAYER 'I, —�
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER -1,
STUCCO WRAP
WRB LAYER 2, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
b' SAP. a TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WEEP SCREED
6' SELF-ADHEREING
-°"_- FLASHING WRAPPED
a TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER •I,
STUCCO WRAP
WRB LAYER -2, rowil;
BUILDING PAPER
ml
SELF-ADHEREING
WRB LAYER 'I- FLASHING WRAPPED
STUCCO WRAP a CORNER OF CANTILEVER
AMIGO AM66-lLFH1C �80 I 4' POSITIVE DRAIN
CUSTOM CASING BEAD WEEP SCREED
NO GAP IN FIELD —
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
10A BEAD DTLAP CANT.
SCALE: I I/2'=l'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.ro.1 / ASTM C-84-1-12, MIN. 2.5 LBS.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET &f=ECIFICATION5)
-:U
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
3/4 RESILIENT WEATHER RESISTIVE
HAT CHANNEL BARRIER'2
THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED t PAINTED
WOOD SHEATHING
FINISH —
J' THICK, 3 COAT CEMENT 1
(2) 2.12 HEADER
PLASTER
VINYL CORNER BEAD
4' POSITIVE DRAIN
.
V_ WEEP SCREED
VINYL CASING BEAD
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR DRIP
EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYWALL `
W/TEXTURED t PAINTED
FINISH
}• THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
WOOD CON5TRUCITON
RESISTIVE
I
RESISTIVE
2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
NEADER/6EAM
VINYL CORP. 4'
POSITIVE DRAIN
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
@DRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING—__
PRE-ENG'D TRUSS -�
HEATHER RESISTIVE
BARRIER 'I
HEATHER RESISTIVE
BARRIER'2 /�
I' THICK 3 COAT CEMENT -
PLASTER
METAL LATH
WOOD SHEATHING
EXTERIOR GRADE
DRY WALL
4' POSITIVE DRAIN THICK, 3 COAT CEME
WEEP SCREED PLASTER
VINYL CORNER BEAD
/N.OAP IN FIELD VINYL CASING BEAD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@'AN�TILEVER DRIP
EDGE
DRAINAGE PLANE (WRB
LATER #I, STUCCO WR,4P)
ORB LAYER "2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
3' X 3' 26 GA. GALV.METAL
FINISH LAYER (2 LAYER
DRIP EDGE
PEEL t STICK)
SET IN FULL BED OF
b' PEEL t \�
SEALANT, Ji• MIN.
STICK a DRIP l
SPACE FROM DRIP
EDGE TO I \,
FACE TO TREX
DECK
' Ys' GAP FOR BACKER
I Yt'XI 3/4' P.T. OR SIMULATED
ROD t SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING let
WEATHER RESISTIVE
LAYER (2 LAYER PEEL \
BARRIER -4
STICK) WRAPPED FROM
�-
WEATHER RESISTIVE
BALCONY DECK TO
/ BARRIER -2
CANTILEVER
6' PEEL t STICK a
DECK MEMBRANE,
DRIP EDGE TO DECK 1
EXTEND OVER DRIP
SUB FLOOR
EDGE
3' X 3' 26 GA. GALV.
-
•'� METAL DRIP EDGE
.----_.--_-___.-.--_----.-_--- ___ .��
1 SET IN FULL BED OF
I )''XI '/4' P.T. OR SIMULATED
(SEALANT, Jj' MIN.
WOOD (TREX) FILLER,
SPACE FROM DRIP
CONTINUOUS
:' FACE TO TREX
Ya' GAP FOR BACKER
-
VINYL CASING BEAD
ROD t SEALANT
WATER PROOFING let
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL t
FEEL t STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASING BEAD
�' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED 4 -AINTE
IWEATHER
RESISTIVE
FINISH
BARRIER '1
WEATHER RESISTIVE
THICK, 3 COAT CEMENT
BARRIER "2
PLASTER
4' POSITIVE DRAIN
VINYL CORNER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
x—x—x—x 11A EDGE INSTALLATION
WOOD SHEATHING rz//Z1�"�'�'
SELF-ADHESIVE FLASHING
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
_1" O.G. MAX.
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
`T
� � ,� CORNER BEAD Cap FRAME
1 ri
�k
CORNER BEAD
(FASTENER d SPACING 6 l' O.C.)
CMU
%' THICK, 3 GOAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
COLUMN SHEATHING
._WEATHER RESISTIVE
BARRIER 01
j/
WEATHER RESISTIVE
BARRIER "t
/
b' SAF. •`
PEEL t STICK
1 Ya'x3' 'L' FLASHING
l•
FULLY EMBEDDED
iIN ROOF CEMENT
I Y2' X 3' 26 GA. GALV.
'
METAL DRIP EDGE
Yi GAP FOR BACKER
SET IN FULL BED OF
ROD t SEALANT
5EALANT,Yt' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
BARRIER 01
WEATHER RESISTIVE
WATER PROOFING let
'• ••\
BARRIER "1
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
t STICK)
......a a..=,.
COLUMN SHEATHING
••
`
'\PEEL :STICK -:
6' SAF.
•• - _ I)(z'x3' 'L' FLASHING
g F I , _
'FULLY EMBEDDED IN
• _
�
ROOF CEMENT
—_-
(•
1 ,§' X 3' 26 GA. GALV.
- - ---- --- -- I _--
METAL DRIP EDGE
I I P.T. OR SIMULATE
SET IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, Ye• MIN.
CONTINUOUS
SPACE FROM DRIP
'7
Y.' GAP FOR SEALANT
OPT BACKER ROD
/FACE TO TREX
VINYL CASING BEAD
WOOD SHEATHING
MODIFIED 90
WATER PROOFING let
LAYER (2 LAYER PEEL t
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED t PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
O A IN FI
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
1-HOUR
BALCONY DRIP
11C EDGE INSTALLATION
C COLUMN
(W/"L"
FLASHING(
WRB LAYER •I, Jaa
STUCCO WRAP'Xi
WOOD SHEATHING
WRB LAYER "2, FORTIFIBER
>
BUILDING PAPER
x
f
WRB LAYER "I,
METAL LATH
STUCCO WRAP
g' THICK, 3 COAT CEMENT
WRB LAYER -2, FORTIFIBER
PLASTER
BUILDING: PAPER
ro"SELF-ADHERING ,
f METAL LATH
-
FLASHING !
` t-
/ �I
S" THICK, 3 COAT CEMENT
-` (EXPLODED
-VIEW FOR PLASTER
_
CLARITY)
DRIP CAP
WINDOW FLANGE
WRB LAYER n, FORTIFIBER 'I
BUILDING PAPER(
METAL LATHJ,
I' THICK, 3 COAT CEf
PLASTER T
ro"SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
15B CASING BEAD C� WINDOW
( FRAME, NO BAND.
A R C H I T E C T S
Design
Grou It�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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W
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0
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BVHDIV. de ILwril
SILVERADO
LOT 3
BLK 2
PROJECT#
04128.000-03002
]o 14
4EHB
"2605-HAYDEN"
GARAGE 8WMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
I,.% li..i I Il
A CRA
AR NO 93723
P � D10/21/16
SCALE: 1 /4"=1' - O"
3*1mET
WA3
.■
WOOD SHEATHING
WRB LAYER fl,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER —
METAL LATH
I' THICK, 3 COAT CEMENT
PLASTER
6'9ELF-ADHERING—
FLASHING
vINYAL ANGLED
CASING BEAD ��
DRIP CAP —
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER 01,
'
STUCCO WRAP
'
WRB LAYER 02, FORTIFIBER
Ij
BUILDING PAPER
i
METAL LATH
IL 1l I
(EXPLODED
VIEW FOR
" THICK, 3 COAT CEMENT
PLASTER
CLARITY)
WRAP
ANGLED `�
B AD 4
•2, FORTIFIBER
PAPER
aTH `:. �■ t
3 COAT CEMENT
. ,±■
ADHERING
G :■
DRIP CAP _
WINDOW FLANGE
CASING BEAD Ca?> WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
g' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED —
CASING BEAD
VINYL CASING BEAD `
WRB LAY
STUCCO
V INYAL
LAY
WRB LA
BUILDING
METAL L
a' THICK,
PLASTER
6'SELF-
FLASHIN
Y,' rAP TYP -;
/cnsiNG 5EA�
TO TRIM --METAL
IX TRIM MEMBER
THICK, 3 COAT CEMENT
PLASTER
LATH
------------------
SEALANT — —
o STUCCO TO
SIDING TRANSITION
--WRB
/,,
LAYER (, FORTIFIBER
BUILDING PAPER
f
SIDING
---
WOOD SHEATHING
I WINDOW FRAME
-WRB LAYER `I, �---- WRB LAYER -1,
STUCCO WRAP STUCCO WRAP
\ - CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRUCTION V
BEYOND
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER -1 i
UEATI4ER RESISTIVE 4/ \
BARRIER -2
W XI�� SIDING / / \ W SELF -ADHERING
/ FLASHING
6' SELF -ADHERING
FLASHING L \ I Try HEATHER RESISTIVE
BARRIER -1
UEATHER RESISTIVE
STARTER STRIP \ \ / BARRIER R
DO NOT CAULK OR I I \ \ el 6' SELF -ADHERING
SEAL OPENING I / FLASHING
\ GALV'D METAL
GALV'O METAL 'Z'FLASHING
Z' FLASHING -- DO NOi CAULK OR
I Y.' X 6' SIMULATED
SEAL OPENING
WOOD TRIM MEMBER
STUCCO CASINGtLL�BTUCW
BEADX T SIMULATED
TRIM MEMBER
SEAL GAP W/CAULKINGOR APPROVED SEALANT
QCASING
@EA2
SIDING TO STUCCO
C� BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R103-6.1 / ASTM C-S41-12, MIN. 2-5 LBS.
WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
le
'f WRB LAYER #I, WOOD N CONSTRUCTION
i
WOOD SHEATHING —
I
2X FRAMING —�
MEMBER
----------------------
------------------------
SEALANT
1 STUCCO WRAP WEATHER RESISTIVE t__
BARRIER 'I iUEATHER RESISTIVE
WEATHER BARKER 'I TO LAP
BARRIER
RESISTIVE //OF MIN.
FABOVEGTWRB LAYER #2, FORTIFIBEReREVE 81D1NGUEATHER RESISTIVE
BUILDINCB PAPER6' SELF -ADHERING BARRIER «FLASHING Z UEATHER RESISTIVE
BAIMER -2
{. I METAL LATH STARTER STRIPALV'D METAL
l_-1:� ' _ i DO NOGAW K OR I i Z' FLASHING
SEeL _, _Nlnr. � � DO NOT CAULK OR
THICK, 3 COAT CEMENT \ i ,— $F_ALOFENING
(EXPLODED S �,-�
TIVE
VIEW FOR PLASTER GALVD METAL BARRILUEATI-ER 'I
TO LAP
'Z' FLASHING \ � ` BAfS�IER '7 TO LAP
I V X W SIMULATED W MIN. ABOVE TOP
CLARITY) WOOD TRIM MEMBER OF Z FLASHING
CASING BEAD C RAISED
1 BAND (FRAME)
SCALE: I I/2'=I'-0'
E-Z BEAD VINYL CASING I Y' X W SIMULATED
fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER
BACKER ROD) \ / I 6' SELF -ADHERING
6' SELF -ADHERING I + I I FLASHING
FLASHING \
;I
7Y THICK, 3 COAT \` SEAL GAP W/CAULKING
CEMENT PLASTER OR APPROVED SEALANT
`:
WEATHER RESISTIVE ' WEATHER RESISTIVE
BARRIER -1 BARRIER 'I
WEATHER RESISTIVE E-Z BEAD VINYL CASING
BARRIER -2 (W/%'FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO UEATNER RESISTIVE
0 FRAME TO FRAME BARRIER'!
19 TRANSITION
WINDOW FRAME
----------------------------------------------------------------------
g THICK, 3 COAT CEMENT
PLASTER
-- --- METAL LATH
1
t
i
WRB LAYER 02, FORTIFIBER
BUILDING PAPER '
E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
� I
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
(o' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4" CsAP TYP " THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW - ---- METAL LATH
44
�,� --- WRB LAYER 02, FORTIFIBER
BUILDING PAPER
� WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I
MEMBER APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
-----------------------------------------------------------------------------------------------
16A EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO G -L°° LI
WOOD SHEATHING IIIlfIIl1Iz
SELF-ADHESIVE FLASHING
A R C H I T E C T S
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774 6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0003325
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04128.000-03002
MODZU
4EHB
"2605— HAYDEN"
OARAGZ D IrMG-
LEFT
PAOffi:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT.
STATE OF FLONDA
Rnm DA 10/21/16
a CAM 1/4"=1'-0"
8I'IEET
WA4
WOOD TRIM MEMBER
STUCCO CASINGtLL�BTUCW
BEADX T SIMULATED
TRIM MEMBER
SEAL GAP W/CAULKINGOR APPROVED SEALANT
QCASING
@EA2
SIDING TO STUCCO
C� BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R103-6.1 / ASTM C-S41-12, MIN. 2-5 LBS.
WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
le
'f WRB LAYER #I, WOOD N CONSTRUCTION
i
WOOD SHEATHING —
I
2X FRAMING —�
MEMBER
----------------------
------------------------
SEALANT
1 STUCCO WRAP WEATHER RESISTIVE t__
BARRIER 'I iUEATHER RESISTIVE
WEATHER BARKER 'I TO LAP
BARRIER
RESISTIVE //OF MIN.
FABOVEGTWRB LAYER #2, FORTIFIBEReREVE 81D1NGUEATHER RESISTIVE
BUILDINCB PAPER6' SELF -ADHERING BARRIER «FLASHING Z UEATHER RESISTIVE
BAIMER -2
{. I METAL LATH STARTER STRIPALV'D METAL
l_-1:� ' _ i DO NOGAW K OR I i Z' FLASHING
SEeL _, _Nlnr. � � DO NOT CAULK OR
THICK, 3 COAT CEMENT \ i ,— $F_ALOFENING
(EXPLODED S �,-�
TIVE
VIEW FOR PLASTER GALVD METAL BARRILUEATI-ER 'I
TO LAP
'Z' FLASHING \ � ` BAfS�IER '7 TO LAP
I V X W SIMULATED W MIN. ABOVE TOP
CLARITY) WOOD TRIM MEMBER OF Z FLASHING
CASING BEAD C RAISED
1 BAND (FRAME)
SCALE: I I/2'=I'-0'
E-Z BEAD VINYL CASING I Y' X W SIMULATED
fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER
BACKER ROD) \ / I 6' SELF -ADHERING
6' SELF -ADHERING I + I I FLASHING
FLASHING \
;I
7Y THICK, 3 COAT \` SEAL GAP W/CAULKING
CEMENT PLASTER OR APPROVED SEALANT
`:
WEATHER RESISTIVE ' WEATHER RESISTIVE
BARRIER -1 BARRIER 'I
WEATHER RESISTIVE E-Z BEAD VINYL CASING
BARRIER -2 (W/%'FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO UEATNER RESISTIVE
0 FRAME TO FRAME BARRIER'!
19 TRANSITION
WINDOW FRAME
----------------------------------------------------------------------
g THICK, 3 COAT CEMENT
PLASTER
-- --- METAL LATH
1
t
i
WRB LAYER 02, FORTIFIBER
BUILDING PAPER '
E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
� I
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
(o' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4" CsAP TYP " THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW - ---- METAL LATH
44
�,� --- WRB LAYER 02, FORTIFIBER
BUILDING PAPER
� WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I
MEMBER APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
-----------------------------------------------------------------------------------------------
16A EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO G -L°° LI
WOOD SHEATHING IIIlfIIl1Iz
SELF-ADHESIVE FLASHING
A R C H I T E C T S
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774 6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0003325
w
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& LAORADO
T 3
K 2
#
04128.000-03002
MODZU
4EHB
"2605— HAYDEN"
OARAGZ D IrMG-
LEFT
PAOffi:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT.
STATE OF FLONDA
Rnm DA 10/21/16
a CAM 1/4"=1'-0"
8I'IEET
WA4
CASING BEAD C RAISED
1 BAND (FRAME)
SCALE: I I/2'=I'-0'
E-Z BEAD VINYL CASING I Y' X W SIMULATED
fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER
BACKER ROD) \ / I 6' SELF -ADHERING
6' SELF -ADHERING I + I I FLASHING
FLASHING \
;I
7Y THICK, 3 COAT \` SEAL GAP W/CAULKING
CEMENT PLASTER OR APPROVED SEALANT
`:
WEATHER RESISTIVE ' WEATHER RESISTIVE
BARRIER -1 BARRIER 'I
WEATHER RESISTIVE E-Z BEAD VINYL CASING
BARRIER -2 (W/%'FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO UEATNER RESISTIVE
0 FRAME TO FRAME BARRIER'!
19 TRANSITION
WINDOW FRAME
----------------------------------------------------------------------
g THICK, 3 COAT CEMENT
PLASTER
-- --- METAL LATH
1
t
i
WRB LAYER 02, FORTIFIBER
BUILDING PAPER '
E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
� I
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
(o' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4" CsAP TYP " THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW - ---- METAL LATH
44
�,� --- WRB LAYER 02, FORTIFIBER
BUILDING PAPER
� WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I
MEMBER APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
-----------------------------------------------------------------------------------------------
16A EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO G -L°° LI
WOOD SHEATHING IIIlfIIl1Iz
SELF-ADHESIVE FLASHING
A R C H I T E C T S
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774 6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0003325
w
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0
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& LAORADO
T 3
K 2
#
04128.000-03002
MODZU
4EHB
"2605— HAYDEN"
OARAGZ D IrMG-
LEFT
PAOffi:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT.
STATE OF FLONDA
Rnm DA 10/21/16
a CAM 1/4"=1'-0"
8I'IEET
WA4
A R C H I T E C T S
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774 6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0003325
w
w
0
c
F
0
z w
i
I!
E
& LAORADO
T 3
K 2
#
04128.000-03002
MODZU
4EHB
"2605— HAYDEN"
OARAGZ D IrMG-
LEFT
PAOffi:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT.
STATE OF FLONDA
Rnm DA 10/21/16
a CAM 1/4"=1'-0"
8I'IEET
WA4
i
I!
E
& LAORADO
T 3
K 2
#
04128.000-03002
MODZU
4EHB
"2605— HAYDEN"
OARAGZ D IrMG-
LEFT
PAOffi:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT.
STATE OF FLONDA
Rnm DA 10/21/16
a CAM 1/4"=1'-0"
8I'IEET
WA4
r
CUT HOU'
AT 45' A
MODIFIEI
IN HOUSE
LINE OF
OPENING
APPR04
OVER SF
WD STUD
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
I' BELOW SI
FLEXIBLE F
DO NOT BE
FIN
EMPORARILY
OLD -UP t SEC
IOUSEWRAP l0
UCK FLAP UNC
t HEAD
FOLD HOUSEW
IN AT JAMBS 4
SLOPE SILL R
NSTALL 6'
SELF-ADHE
-LASHING C
VINYL HEAI
°LA5HING (
DAMS) NAII
=LANGE
EXTEND
SELF_ADHE
-LASHING I'
BEYOND J.
=LASHING
NSTALL VIt
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE5.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TH
FLASHING AT THE
FOLD
DOWN
DIAGC
ACR0
WINDO
1PPLY V NOM.—
;ONTIN000S BEAD
)F SEALANT AT
IAMBS AND HEAD o
APPLY TO BACK OF
11NDOW NAILING
'LANGE IN LINE W/
-RE-PUNCHED
IDLES OR SLOTS.
JIDE ADHESIVE —
=XIBLE FLASHING
VER DRIP CAP
'ECTO-WRAP
EOUI V)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WIHAP)
O SCALE: NT5
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCT
—APPLY
MEMBRANE
FLASHING
OVER JOINT
(NOTE:
Ill. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS / SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALLKWRITTEN SPECIFICATIONS ALL MATERIALS PER MANUFACTURERS
(WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
GLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
A R C H I T E C T S
6
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PH: 407-774.8078
FAX: 407-7744078
www.abdesigngroup.com
AA#:0003325
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04128.000-03002
MODEL
4EHB
°2605-HAYDEN"
GARAGE 9r/7NO:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
(EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING 4
ARCHRECT:
STATE OF FLORIDA
l�NOTE, — —---
�� V
20
SEAL INTERIOR PERIMETER OF WINDOW WITH
15EALANT
ROLAPD A ABOUCHACRA
AR NO 93723
DItINT
w10/21/16
SCALE: 1 /4"=1' - 0"
BHE�ETr
n
tl tl A5