HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA
CERTIFIED BUILDING
DESIGN CRITERIA:
CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
•ALL LOCAL AND STATE CODES
D.R.
HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321) 733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
DATE I CHECKED BY:
BLVD.
•OCCUPANCY
•CONSTRUCTION TYPE
• MIN. INTERIOR FINISH
• BASIC WIND SPEED
*EXPOSURE
*I -STORY RESIDENCE
•2-STORY RESIDENCE
1028
0 0
C-.—I --I r- "'1 99
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
- RESIDENTIAL, GROUP R3
- VB
- CLASS B
- Vult=160 MPH
Vasd=124 MPH
-C
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
S9.FT. CALC.'S
LIVING
1828 Sa FT.
GARAGE
430 SQ FT.
ENTRY
16 SQ. FT.
LANAI
88 SQ. FT.
TOTAL 2362 SQ FT,
A/C VOLUME 16086b
ABBREVIATIONS
ABV.
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUX.
LUMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
M.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MTD.
MOUNTED
CL
CENTER LINE
MTL.
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA
EACH
SHT.
SHEET
ELEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
M.
EXHAUST
SAL.
SIMDAR
EXT.
E%TERIOR
SL.
SLIDING
F.G./FX .
FDIED GLASS
SL GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
Rk
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FIG.
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
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WLNDOW
INSUL
INSULATION
Wm
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REV. I DATE
REVISIONS
DESCRIPTION
7/2-066
ST. LUCTF COUN"�IA
JTIP C T'Pryclnx
NF,`✓IF.NNT;D FOR
REVIENVED B1'
DATEPLA\6 A. PEIIPT ONJOB
GR NO INSPECTION WILL BE MADE.
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI -COVER
PAGE
PG
GN-GENERAL
NOTES
PG
1 -FOUNDATION
PLAN
ALL MANUFACTURES LABLES SHOWING
PG
IA -DOWEL
PLAN
U FACTORS AND SHOC COMPLIANCE
PG
1B-LINTEL
SCHEDULE
WITH FBC ENERGY CODE MUST
PG
1B.1-SAFE
LOAD TABLES
REMAIN ON ALL DOORS AND WIND( WS
PG
2 -FLOOR
PLAN
t*k' M066t 5 ARE APPRO .D
PG
3C-ELEVATIONS
PG
4C-FRAMING
PLAN
PG
4.2-CONNECTOR
SCHEDULE
PG
5-ELECTRICAL PLAN
PG
6-HVAC PLAN
CONCEALED FASTENERS OR ATTACHMENTS
PG
Dl-FOUNDATION
DETAILS/SECTIONS ARE THE RESPONSIBILITY OF THE
PG
D2-1-STORY
WALL SECTIONS
& NOTES (SHN04f oROFRECORD
PG
D3-2-STORY
WALL SECTIONS
(SHINGLE)
PG
D4-MISC.
DETAILS
PG
WAl-WALL
ASSEMBLY DETAILS
PG
WA2-WALL
ASSEMBLY DETAILS
PROPOSED WORK
PG
WA3-WALL
ASSEMBLY DETAILS
7HESEPLANSAND ALL
CORRECTIONS
PG
WA4-WALL
ASSEMBLY DETAILS
ARE SUSJECT TO ANY THAT
PG
PG
WA5-WALL
WA6-WALL
ASSEMBLY DETAILS
ASSEMBLY DETAILS
REQUIRED SY FIELD INSPECTORS
CoMPLyWITHALL AIILIGA"E�DEB.
I Ate!• �1°
BY
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RECEIVE
DEC 2 7 2017
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A R C H I T E ICILE
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Design
Grou Inc.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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GARAGE BWMG:
LEFT
PAGIM
COVER
PAGE
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
0
DAz+id; 11 / 10 / 17
IBCALM 1/4"=1'-0"
9F1EET
c i
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
30
II.
ATTICS W/ STORAGE
20
III.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES AND DECKS
40
VI.
STAIRS
40
VI I.
ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF
C. ROOF LIVE LOADS R301.6 **
I. *MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
II. EXPOSURE CATEGORY
III. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.85
±0.18
I I
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
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
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 ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EI3RESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
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 1/2 -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''/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND 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 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE -
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER,
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/".
E. APA- THE ENMEERED 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=1,100PSI Fv=175PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014),
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 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.
10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. y YSTEM
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
MASONRY 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2X STRUCTURAL LUMBER SYP #2.
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
PROVISIONS OF TMS 402 /ACI 530 /ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES,
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
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 ANSIfTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FORALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
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 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION 2014
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). D1 i IRAMM12 ( )
REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 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.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 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 FBCR5TH EDITION (2014).
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 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING THICKENED SLAB BEAM OR LINTEL EXTERIOR WALL COVERINGS
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 EXPOSEDTO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/'
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGNSPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 6" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11 a &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
- WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1 R C H I T E C T S
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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EDITION (2014).
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TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD 0 12' FROM STRUCTURE
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CmRE:ATER CAPACITY THAN THr= VALUES STATED
CAST RET�' LINTEL SCHEDULE
L INtEL
NO.
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TYPE
COMMENtS
L I
IT-4"
SF28-15/It
L 2
4'-6'
SFI6-05/17
1-3
7'-6"
aF16-15/I7
L 4
II'-4"
SFI6-15/It
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9'-4'
SFI6-15/IT
L 6
i'-6"
SF24-15/IT
4'-6'
SRF6-05/It
ASV. POOR ASS(_MSLY
ARCHITECTS
..
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u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774607$
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325C Cal
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LEFT
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SCHEDULE
160 MPH EXP. C
ARCHrfECT
STATE OF FLORIDA
DATj�: 11 /10 /17
8iiMET
H
%E
5AFE LOAD TAL5
FOR CxRAViTY, UPLIFT E LATERAL LOADS
8" PRECAST 4 PRESTRESSED U-LINTELS
4^3TWIC011111"
TYPE
Sub
8F
F8-05 812-05
8F16-0
20-0
4-0
28-0BF32-015
8F8-15
SFI2-l5
SFI6-15
SF20-I5
SF24-15
8F28-I5
SF32-15
2'-I®" (34"J PRECAST
23PJ2
3166
4413
6039
1526
S004
10412
11936
3166
4413
6039
1526
9004
10412
11936
3'-6" (42") PRECAST
2302
3138
3311
4689
6001
1315
8630
9941
31ro6
4413
1 6039
1526
1 W04
10412
11936
4'-0" (48"J PRECAST
2029
2325
2496
3461
4438
5410
6384
1356
2646
4413
6039
1526
9004
10412
11936
4'-6' (54') PRECAST
1651
1181
1913
2651
3403
414E
4896
5644
2110
4021
6039
1526
9004
10412
9668
5'-4" (64")PRECAST
II84
1223
1301
1809
2311
2826
3336
3846
Iro65
2889
5051
6096
5400
6424
1450
5' -10"l 0") PRECAST
9-12
1000
1059
1414
1889
2304
2121
3131
1459
2464
4144
5458
4431
5280
6122
(18") PRECAST
93-1
1255
2101
3263
2146
3358
3911
I 4585
1255
2101
3396
5260
1134
5995
6890
1'-6° (9O") PRECAST
16�
1029
1615
2385
1994
2439
2686
3333
1029
1615
2610
3839
5596
6613
5041
9'-4" (112") PRECAST
S
632
104E
1469
1210
1482
1154
2021
168
1212
1915
2544
34ro9
4030
3121
10'-6"(1269 PRECAST
456
462
802
1125
915
1122
1328
1535
658
1025
1514
2051
2114
3130
2404
11'-4" (136') PRECAST
4 ,r
598
935
1365
1854
2355
1193
2015
598
935
1365
1854
2441
3155
4044
12'-0"(144") PRECAST
414
545
664
1254
1689
2014
1510
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160') PRECAST
362
421
126
1028
1331
1635
1224
1418
485
148
1016
438
1855
2343
2920
14'-0'(1(o8') PRECAST
330
381
648
919
I190
1462
1081
1260
455
100
1003
1335
1114
2153
2666
14'-S' C116") PREStR1=SSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
165
1310
2045
2610
3185
3165
15'-4" (184") PRESTRESSED
N.R•
NR
NR
NR
NR
NR
NR
NR
420
ro95
1250
1855
2310
2890
3410
(206")PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
IWO
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
low
1400
1720
2030
21'-4" (25to")PRESTRESSED
N.R•
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1180
2110
22'-O'(264")PRESTREESSED
N.f"
NR
NR
NR
NR
NR
NR
NR
160
300
510
810
1250
1660
1910
24'-0(288") PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
130
240
470
120
1030
1350
1610
8" PRECAST 4 PRESTRESSED U-LINTELS
ASr644gVM
4C
UFL (FT
LATERAL
LENCxTI-I TYP
8F8-I
12-It
16-IT
OF20-IT
24-ITEP28-IT
SF32-IT
BUS
SF8
OF-5-2712-2T
8116-2t
20-2
24-2
28-2
8F32-27
2'-10' (34") PRECAST
2121
2815
4101
5332
6569
1811
9055
2021
2021
2121
2184
3981
5190
6401
1630
8851
3'-6" C42') PRECAST
2165
2289
3260
4231
5219
6204
fI92
1251
1251
2165
2215
3165
4125
5091
606
61 103
4'-0' (45") PRECAST
1618
1989
2832
3680
4532
5361
6245
938
938
1818
1925
2150
3583
4422
5264
61I0
4'-6" (54") PRI_CAST
166o
1122
2501
3251
4010
4161
5525
121
1505
727
lobo
1705
2435
3111
3913
4658
5406
5'-4" (64") PRECAST
13S3*1
1484
2110
2141
3375
4010
4648
5O5
13W
1431
2050
2610
3293
3920
4549
PRECAST
1212«
1351
IS30
2505
3084
3665
4241
418
418
1272
1315
1015
2441
3010
3583
4151
61-6" (-t8') PRECAST
1141,
1200
1133
2250
2169
3290
3612
101
88-i
1141
1 1182
1684
2192
2103
3216
3732
1'-6" (90") PRECAST
959,
912
1415
1914
2354
2191
3240
591
651
990
1029
1466
1901
2351
2191
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
1301
155
1192
1550
1910
2211
2634
10'-6"(126") PRECAST
fI6F
498
193
1021
1261
149ro
1131
396
493
116
(Oil
1039
1359
1111
2034
2358
I1'-4" 1136") PRECAST
666•
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12' -0' (144') PRECAST
bo1 &
400
631
Slro
1001
1186
1312
340
494
631
486
SIB
1209
1514
1199
2086
13'-4" (160") PRECAST
500,
340
532
686
841
991
1153
302
398
513
409
682
1004
1361
Iro31
1891
14'-O"(168') PRECAST
458b
316
493
ro35
118
922
1065
286
360
548
318
629
922
1254
I561
1816
14'-8" C116") PRESTRESSED
243
295
459
591
124
651
990
N.R.
35rt
243
352
582
852
1156
1491
1142
15'-4" (164') PRESTRESSED
228
21S
430
553
611
801
S25
N.R.
32-1
228
329
542
191
1012
1351
1616
I1'-4" (2059PRESTRE SSED
188
155
23ro
216
361
449
464
ro49
561
814
610
1121
114
1389
N.R.
255
l9'-4" (232") PRESTRESSED
165
201
313
401
490
518
661
N.R.
204165
23S
353
550
136
940
1160
21'-4" (25&')PR=STRE55ED
145156
2
356
433
512
590
N.R.
112142
212
411
635
01
993
22'-O'(264")PRES1`R .5SED
140
180
343
418
493
568
N R
161
131 1
205
322
451
roof
111
941
24'-O'(285') PRESTRESSED
121
165
244
312
350
441
51EP
N R
135
124
186
290
408
538
050
833
•REDUCE VALUE 5T 255pe FOR GRADE 40 FIELD RE5AR
S" PRECAST W1 2' RECESS DOOR U-LINTELS
GiRA V f T`�
TYPE
SW6-0
8RFIO-mB
SW14-0
SWO-05
81q--22-0
SRP26-0
8RF30-(D5
EN�T�
SRU6
Mr6-I5
WWIO-I5
BRFI4-15
SWIO-I5
81q--22-15
SW26-I5
DW30-15
4'-4" C52"J PRECAST
1489
15V
3053
2982
3954
4929
5904
688o
1821
3412
4982
6412
1941
9416
10818
4'-6" (549 PRECAST
I351
1449
2182
2114
3600
4481
5315
6264
1102
3412
4982
6412
1941
9416
10818
5'-8" (68") PRECAST
185
532
1602
1550
2058
25ro6
3015
3586
1153
2162
4014
6412
6516
5814
6839
5'-10" (-t0") PRECAST
135
119
1500
1449
1924
2400
2816
3352
1103
2051
3811
1 6412
6516
5450
6411
6'-8' (60")PRECAST
822
901
1611
2933
2516
3223
3812
4522
901
1611
2933
4100
6130
SI11
6101
-1'-6" (90") PRECAST
665
161
1311
2252
1958
2451
2944
3439
164
1371
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
311
420
634
1253
1011
1342
1614
1856
535
928
1491
2119
2618
3595
2815
8" PRECAST W1 2" RECESS DOOR U-LINTELS
^Wr64A 'i
4C
U f=L FT
LATERAL
TYPE
LEN(3Tl i
81RJ-6-IT
8WI0-IT
SR=14-IT
8RF18-IT
8FF22-It
8RF26-IT
81RF30-IT
&RU6
81RFro
8RF6-2t
810p10-2T
8RJ=14-2T
810-18-2T
810=22-2T
8FO=26-2
810--30-2
4'-4" (529 PRECAST
1244
1513
2413
3260
4112
4961
5525
932
932
1244
1519
2339
3110
4008
4850
5696
4'-6" (54") PRECAST
1192
1501
2311
3121
3931
4156
5511
853
853
1192
1455
2240
3036
3831
4643
5453
5'-8" (66") PRECAST
924•
1112
11%
2423
3055
3689
4325
501
Sol
1324
1132
1141
2351
2918
3603
4230
5'-10" (10") PRECAST
896•
1135
1142
2352
2965
3581
4195
46%
46S
896
1099
1690
2288
2891
3491
4106
6'-8" (80")PRECAST
115
882
1513
2042
2513
3101
3642
530
1100
118
956
1468
1951
2509
3035
3563
-T'-6' (9O"J PRECAST
688
691
1325
1810
2250
2153
3221
110
941
688
849
1302
1162
2225
2690
3151
9'-8" (116") PRECAST
533+
433
Sob
1123
1413
1104E2450
95
516
614
533
521
1009
1369
1128
2068
"F2EDUGE VALUE 5T 15% FOR CS ADE 40 FIELD RE5AR
"5 REE5AR At TOP
MIN. (1) REQ'D
T1'PE D)E&IGNATION 4 1-I/2°CLEAR
F = FILLED WITH rzROUT / U = UNFILLED 4 W CMS
QUANTITY OF 05 RE5AR AT
50TTOM OF LINTEL CAVITY z '
O ` • GROUT
Lb
15/1T�p ° "r✓ RESAR At 50tTOM
• • OF LINTEL CAVITY
NOMINAL IUIDTN QUANTITY OF "5 5OTTOM REINFORCING
NOMINAL I-IEICs�4t RE5AR AT TOP 1-5is'AGtuAL PROVIDED IN LiNTEEL
8" NOMINAL WIDTH (VARIES)
GENERAL NOTE5 5AFE LOAD TA5LE NOTE5
1` I.�TRi�LS 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
I. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 209. IF bearing length is less than 6-1/2"
2. f'c prestressed Ifntels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed Ifntels based on 8" nominal bearing.
3. f'c grout = 3000 pal w/ maximum 3/5' aggregate. 3. Installation of Ifntel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified.
minimum net area compressfve strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per A5TM A615 6;R60. 5. All lintels meet or exceed L/360 vertical deflection, except Ifntels I1'-4" and 5. Additional lateral load capacfty can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addfonal reinforced masonry above the precast [Intel.
6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavlty. 6. One 01 rebar may be substituted for two S rebars in 8" lintels only.
210 low relaxation. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. -i, the designer may evaluate concentrated loads From the safe load tables by
1. 1/32 wire per ASTM A510. 8. Cast-fn-place concrete may be provided In composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C210 type M or S. 9. Safe load ratings based on rational design analysfs per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height.
9. All safe loads in units of pounds per linear foot.
A R C H IT E C T S
11 N. RONALD REAGAN BLVD.
LONGVVOOD1 FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT #5
PROJECT*
04321.000
MODEL:
4EBB
"1828- CALI'
GARAGE 8W MG -.
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP. C 601
ARCHITECT
STATE OF FLORIDA
11 /10 /17
1 SCALE: 1/4"=1'-0" 1
SHEET
e
OOM'OIEW AND CLAWNO WIN) LOAM
BASIC 11111110 El OSUF1E FOR 3 SECOND OUSTS
OPENNOS
SWAM
ZONE
*0 WH WIN) INFO
REMM
NO TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S.S.D. MIN.
12
5
30/-37
CRITERIA
8070 O.H.D.
56
5
30/-38
160'T0 O.H.D.
112
5
2S/-35
SOFFIT
N/A
5
31b/-38.6
-6829/
IE
ROOF TILE:
N/A
3
-58.29
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. Cl
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2
TO MEET TESTED ALLOWABLE OR NOMINAL WIND
LOAD VALUES FROM THE PRODUCT MANUFACTURER.
SQ.FT.
CAM'S
LIVING
1828 SQ. Ft.
GARAGE
430 SQ. FT.
ENTRY
16 SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
16086.5
I
ro
N
11'-0°
gI_8�
(7J-
11 (2) 3052-SH
12'-8"
OWNER'S
SUITE
8'-8" cLG.
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(2) 3052-SW
LIVING ROOM
8'-8" CLG.
14'-2"
4'?0'1a I�ILD 6'_ 2
V.
BATH
Q 8'-8' CLG. N
0
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36"x60"— / V.
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8'-8" CLGs.
-0" 10'-0°
6068 S.CS.D.
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4'-a" aII"
KITCHEN
8'-8" CLCs. 1
OPT.
INK 2 ro REF
sb36
_ 011
3'-6" 8'-10" c0 - 2'-10" -1
b36 RANGE PAN.
O - 3_6 6'-B" CLCx
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IA GE55 -�
BOLLARD
AS REQ.
PER BLDG.
CODE
GARAGE
8'-8 Lc G.
FOl
3068 W/
36"XIO" TRANS.
ENI
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21'-4"
BDRM.#3
CAIm 8'-8" CLG.
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8'-8" BRCS
1
DBL.
TOP
PLATE
BAR DETAIL
UARCM
OVANITY OVANITY I
J6`31-10` 1 4'-0 101=011 FLOOR PLAN
4' - 4 14' -0" NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
3g -g DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERCSLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSINGS DEVICE: (R302.5.1) FBCR 5TH ED. (2014).
A R C H I T E C T S
4Gr
Design
DUiflnc
1441 N. RONALD REAGAN BLVD.
LONGWOOD1 FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PROJRCT#
04321.000
MODIOU
4EBB
"1828-CALI"
0AP.&GE 8VMG.-
LEFT
PAGIM
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
A ABOUCHACRA
NO 93723
PRENT 1
DATIM 11/10/17
SCALE: 1 /4"=1'- 0"
8*=T
2
I�6
1 0'-0' FIN. FLR
TEXTURED FINISH
l�6
V-6" SRG. HGT.
1'-01,
0'-O' FIN. FLR ' — _ _
8'-8' SRCx. Hot �—
1' -0
OFF RIDGE VENT
OFF RIDGE VENT
LEFT
TEXTURED FINISH
OFF RIDGE T
RIGHT
TEXTURED FINISH
1Y 1 _- to 1
SLDCx. HGT,
12
4' FRIEZE
SAND
OL • cHG
14 ...
COACH
I F� 0'-0' FIN. FILM 0'-0' FIN. IN
OFF RIDGE VENT
TIO
OFF RIDGE T
ELE Y ATION
12
b
0
E Q.
TEXTURED FINISH
NOTE: WA" FENESTRATION FLASHING AS FIER F5CR R1038.1
0-0' FIN. FLR
J s'-S" 15R3. HGT.
�0'-0' PIN. FLR
SHINGLE
ROOF
DECORATIVE I
FOAM DRAIN
TILES
-
_O'
Ifo"Xh0' FTPON
14 DECORATIVE
14 SHUTTERS OR
TYp. EQUIVALENT
Yr 4" RAISED
BAND (TYP.)
FIN. FLR
�r
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT,
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450/300
= 8.17 SQ FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 1176
IN UPPER PORTION OF ATTIC
= 588 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SO, IN. PER VENT (net free area)
TOTAL# OF VENTS REQUI RED
= 5.11
TOTAL#OF VENTS PROVI DED
= 6
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
84.00
can
II
nDECO. DETAIL
ri SCALE: 1/2' = 1'-0'
A R C H I T E C T S
)esign
)L Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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04321.000
MOa9:Le
4EBB
1828— CALI"
GAItAGIC 9'rl'MG.-
LEFT
PARai��:
ELEVATIONS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FiIOL D A. ABOUCHACRIA
AR NO 93723
FMA2
11/10/17
LM: 1 /4"=1' - 0"
aim=
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PR.OJMT#
04321.000
MODEL:
4EBB
"1828—CALI"
GARAGE 8MU40:
LEFT
PAGE:
FRAMING
PLAN
tiob.160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Q
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DAT]E: 11 /1 O /17
SCALE: 1/4"=1'-0" 1
CONTROL DATE: 01-05-17
CONNECTOR SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-18
1625
(13) 10d x 1 1/2" I -PLY, (6) 16d 2-PLY, (USP: (10) 10ci X 1 1/2' - NO 16d OPTION)
(2) META-*
586
(2) PTA 16-18
2800
(10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2')
2575
(14) 16d 2-PLY (USP: NO 16d OPTION)
HETA-16
1810
HTA 16
18"10
(W 10d x 1 1/2" I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2", NO lbd OPTION
HETA-20
1810
HTA 20
1810
(9) 10d x 1 1/2" I -PLY, (B) 16d 2-PLY USP: (10) 10d x 1 1/2", NO Ibd OPTION
>_
Z
(2) HETA-20
2035
(2) HTA-20
3230
(10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2"
2500
(12) Ibd 2-PLY (USP: NO Ibd OPTION)
Q
LGT-2
2150
LUGT-2
155o
(1) - 1/4' x 2 1/4" TITEN, 2 CUSP: 5LK (5) 1/4' W5, WOOD (16) 10d
V)
DETAL-20
2480
DHTA-20
2430
(18) - 10d x 1 1/2, 1 PLY
MGT +
3965
MUGT
4115
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CUSP: (28) I0d TO WOOD)
HGT-2 +
WSW
HUGT-2
21190
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lod TO WOOD (USP: WOOD (8) 10d)
HOT-3 +
10530
HUGT-3
9860
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5Ep), (16) lod TO WOOD (USP: WOOD (8) 10d)
LGT3-SD525
3285
LUGT-3
3525
02) SDS 1/4'x3' TO GIRDER (4) 3/S" x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL to WALL
1210 PERPENDICULAR TO
WALL
LPTA
1510
(10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOop
(2) VGT
'1186
NO USP CONVERSION FOR SIMP50N (2) VGT)
(2) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SOS 1/4"X3' / 2 PLY
MTS-12
1000
MTW 12
1195
(14) 10d x 1 1/2' CUSP: (I4) 10d x 1 1/2', (14) 10d)
14TS-16
Ii50
HTW 16
1260
(16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d)
HTS-20
1450
HTW 20
1530
(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d)
HTS-24
1450
HTW 24
1530
(24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2", (20) 106)
(10) 10d USP: (10) loci
LSTA-12 ++
925
LSTA 12
S30
LSTA-10 ++
1235
LSTA 16
1235
(14) 10d USP: (14) loci
MSTA-18 ++
1315
MSTA-18
1310
(14) 10d USP: (14) I0d
V)
MSTA-24 ++
1640
MSTA-24
1640
(18) IOd USP: (IS) 10d
MSTA-30 ++
2050
MSTA-30
2065
(22) 10d USP: (22) loci
Q
M5TA-36 ++
2050
MSTA-36
2065
(26) 10d USP: (26) 10d
V)MSTI-36
3800
KSTI 236
3890
(36) 10d x 1 1/2° USP: )
(10d x 1 1/2"
MSTI-48
5065
KTSI 248
5140
(48) 10d x 1 1/2" USP: (48 ) loci x I I/2"
146
950
LFTA 6
1210
(8) Sd TO PLATES, (8) ad TO STUDS (USP: (16) 86 x 1 1/2', Oro) Sd)
5104
885
SPT 4
546
(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS
A34
395
MP 34
380
(4) Sd x 11/2' 'rO BEAM, (4) 8d x 1 1/2, TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2" TO POST.
WC102
645
HHCP 2
800
(12) 10d x 1 1/2' USP: (10) l0d x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE
HIOA
1140
RT 16A
1380
(18) loci x 1 1/2" USP: (9) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE
VGT 4 HOU4
4940
PHD 4A
5215
Oro)-SpS 1/4'x3' TO WOOD, (10)-SpS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHERa PLY
USP: 5/8" ATR MIN. '1" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS
(I6)-5pS 1/4"xV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
USP: 1/8' ATR MIN. -I' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS
VGT 4 14075
4940
TOX 10
10140
ASU 44Z
2200
6665
PAU 44
2535
6'175
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -f' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMPSON
ASU 66Z
2300
12000
PAU 66
2380
16005
(1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GoNC (12)fbd TO WOOD USP: SAME AS SIMPSON
V)
LTTI9 +++
1340
LTS 10
1205
!U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. Z" EMBED.) IN CONIC., (8)10d TO WOOD USP: SAME AS SIMPSON
U
Z
Q
Ltt205 +++
1500
LTS 205
1105
(I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (10ACd t0 WOOD
USP: 3/4' ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 I/2", 2-1/2"
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. V EMSEDJ IN GONG., (18) SD*10 X 1 1/2' (USP: (20) 16d X 2-1/29
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2", (20) 16d x 2 1/2'
(1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. '1' EMBED) IN GONG, (26) Ibd X 2 1/2" (USP: (20) Ibd X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2% (20) 16d x 2 112'
(1) 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I0' EMBED.) IN CONC., (24) SDS Y4' x A' WOOD SOWS (USP: (24) W53 WOOD SCIFREWS)
HTT4
4455
HTT45
4160
HTT5
5090
HTT45
5005
HHDQII-SDS 25+
11010
UPHD 11
14395
14015
6645
TDX 10
l0140
(I) 7/8" A.S. IN HIGH STRENGTH EPDXY, (MIN. '1' EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4)'1/8' BOLTS)
(n
�
M514A 356/11.25
3415
5330
NFM35XI2U
2580
1130
SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN amu. TOP, (U 3/4"
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CPIL. FACE, (ISrOd TO REAM
USP: (1) 1/2" J-50LT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
IRAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE.
Ld
0
4USC412 (WOOD)
3635
2660 CFLR)
HUS4121F
3060
2'il0 CFLR)
(10) Ibd TO HEADER, (10) 16d TO WOOD
USP: SAME AS SIMPSON
3265 (ROOF)
3325 (ROOF)
Z
Q
HUG410 (CMU)
Iwo
4920
H0410 IF
1305
5000
(15) 1/4' x 2-3/4" TITEN (9 PER FLANGE) To CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x V W83 SCREWS, (10) 106 TO WOOD.
USP (20) 3/16' TAPPER+, (10) 10d TO WOOD
=
14UC210-2 (CMU)
1800
5085
HD210-21F
1305
5000
(18) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
USP (20) 3/16' TAPPER+, (10) 10d TO WOOD
(IS) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' WS3 SOWS, (10) 10d TO WOOD.
USP (20) 3/16' TAPPER+, (10) 10d TO WOOD
(4) 3/0" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD,
USP (4) 3/8' X 4' WEDGE BOLT+t WS3 WOODSGREWS
HUC210-3 (CMU)
Iwo
5085
HD210-3fF
1305
5000
LGUM26-2-SDS
1430
5595
LGUM26-2
2125
6065
HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGfNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUMSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN i" PEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 5E FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN 5E SUBSTITUTED WITH 10d x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
t!?
+++ MINIMUM EMBEDMENT INTO THE TOP OF A E30ND5EAM WILL 5E 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 'I"
LEI
I—
O
A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
5ECAUSE of THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSI5LE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHfTECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" "HIGH WIND -RESISTANT CONSTRUCTION F-G-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
CLEAR SPAN
1:)5L 2
DSL 2
D5L 2
D5L 2
x 6
x 6
x 10
x 12
UP TO 5'-4'
5' -4' TO -I' -0"
7'-0" To 10"-0"
10-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
D5L 2
D5L 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-0'
5'-0" TO 9,'-4"
ro'-4" TO 8"-0'
8'-0' AND OVER
FRAMING NOTES:
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIPiPSON STRONG -TIE: OR EQUAL, U.N.O.
2.TYPICAL HURRICANE: STRAPS ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE META- Iro
* 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 U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9-REFER TO DETAIL & SHEET D4 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
MINIMUM WALL AND HEADER
STUD RFOTJTRFMFNTq
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
U1N.0.
4'-II 1/2'
-' - II 1/2"
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
2 x 12
(M2 SYP)
�Aro, 085
NAIL (3) 12d a 6"-&" O.G.
TYP. 2x12 BM /HDR
ARCHITECTS
GrDesoiln
ounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesjgngroup.com
AA #: 0003325
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INIVBDIV. de LOT:
CREEKSIDE
LOT #5
PROJECT#
04321.000
MODEU
4EBB
"1828-CALI"
GARAGE SWUM
LEFT
PAM&
CONNECTOR
SCHEDULE
160 MPH EXP. C
11 /10 /17
ISCALE: 1/4"=1'-0" 1
4.1
ELECTRICAL LEC;END
I SYMBOL I DEFINITION I NOTES '
-,C) 125V cuTLET 2c AMP SINGLE POLE
110v outLEt
110v OUTLET In 0=WIMP
TO SWrrCI4nOH
GF1
umv ourLer
M
INTEIOJPrER (TAMPER
I
RESISTANT 1' 1 )
0
220V OUTLET
(4) WIRE CONNECTION
rAuL
SPIER T
— -F- C47
OUTLET
IN
SWITCI-4
SWITCH I 3-WAY oPER
V4
SWITCH
4-WAY OPER
I ii
1 0
WALL MOUNTED
LIGHT
CEILING LIGHT
VP
VAPOR PROOF
\Ql
LIGHT
Cr
O)
RECESSED CAN
WALL 80040E
PRE -WIRED
VENT. FAN
I a" PER SQ PT
VENT. FAN
W/LIGHT
I CM I PER SO. M.
1
FIXTURE
f�
(SPEc'8 TRD BT
FLUOI6 EN7
FM
2-ISULIS WRAP
*
AROUND
_
2'FLUORESCENT
I �__ _ _ _ =( 14' FLUORESCENT I I
4' TRACK LIGHT
0 I PANEL
miijim I METER
BAIT. BACK-UP
SMOKE DETECTOR W/ HARDWIRE
WALL MOUNTED BATT, DAM -UP
8A. SMOKE DETECTOR W1 WARD IRM
cARaat Morlo:croE ® vc/GO &`POKE DETECTOR LA4CO
WJEGtED
COMCO ISEA 016TANC
CF NOT LESS THEN 4'
PENDANT LIGHT
NARAL TUGAS
CUTLET
`
TELEPHONE JACK
TV. I I TELEVISION JACK
TO ®E SUPPORTED IN
O J-BOX AOCORDANCE W/ BOX
MARKED AS SUCH Fq¢
CEILING FANLIGHT
FLOOD LIGHT
KP �I I K` � T'
P8. PUSH-BUTTON FOR CHIMES
�--� USB PORT
LOCATION OF TV JACKS 4 PHONE, OUTLETS 1
FANS TO BE VERIFIED a HOMEOUNER
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.
Gri a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO 5E LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5073 FBCR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
GABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F5CR 5TH ED (2014).
--------------------------
OPT.
COACH
LIGHT
ELECTRICAI PLAN
WP Panel MAIN -A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1- #6 Cu (G) IN 2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#8
2
35
A/C CU. -1
5664
1
2
Space
N.0
3
4
Space
#12
1
20
Exterior Receptacle GFI
1200
5
6
Space
Space
7
8
Space
PANEL - A
PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O
FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1- #6 Cu (G) IN 2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#6
2
60
AHU-1
(Heater 10 KVA at 65%)
4750
1
2
Space
3
4
Space
#6
1
50
Range
4500
5
6
2250
Water Heater GFI
25
1
#10
#6
1
50
Range
4500
7
8
2250
Water Heater GFI
25
1
#10
#10
1
30
Dryer GFI
2500
9
10
1200
Washer GFI
20
1
#12
#10
1
30
Dryer GFI
2500
11
12
1500
Laundry AFCI
20
1
#12
#12
1
20
Garage Lights and Recepticles/ GFI
900
13
14
1200
Dishwasher GFI
20
1
#12
#12
1
20
Disposal GFI
500
15
16
1200
Refrigerator
20
1
#12
#12
1
20
Smoke Carbon Monox./AFCI
900
17
18
1500
Exhaust Hood Micro
20
1
#12
#12
1
20
Kitchen Recp/ GFI
900
19
20
900
Kitchen Recp/ AFCI
20
1
#12
#12
1
20
Breakfast Room/AFCI
900
21
22
900
Toilet Room Recepricles / GFI
20
1
#12
#12
1
20
Dining Room /AFCI
900
23
24
900
Owners Suite Lights and Recept./' AFCI
15
1
#12
#12
1
20
Toilet Room Recepricles / GFI
900
25
26
900
BDRM#3 Lights and Recpt/AFCI
Irrigation Controls
15
1
#14
#14
1
15
BDRM #2/Lofts Lights and Recpt/AFCI
900
27
28
2640
15
1
#14
#14
1
15
General Lights and Recpt/AFCI
900
29
30
900
General Ligths and Recpt./AFCI
15
1
#14
#14
1
Space
31
32
Space
Spare
33
34
Space
Space
35
36
Space
Space
37
38
Space
Space
39
40
Space
Load subject to demand factor calculations / line
27650
18240 1
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor
45890
'
First 10000 watts at 100%
10000
Remaining watts at 40%
14356
Total A/C load
4750
Future Growth = 10%
2910.6
LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD
Total Connected Load Watts
29106
Total Amps watts / 240 Volts
121.3
General Lighting & Receptacle Load
Total A/C Square Feet
1672
General Lts & Rec 3 W / Sq. Ft.
5016
Hi -Hats 0 at 65W/Li ht at 100%
0
Total General Lights & Rec (Watts)
5016
Ckts# watts/ckt Total watts
General Lts & Rec Panel A 1
12.1.4181
5016
IE PO Al Ii= EL GTRIGAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITI-a ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (20142 LOCAL CODES, AND ALL LOCAL POWER
COMPANY R1pQUIREMENTS.
5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE:
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY -
ELECTRICAL SERVICE:. PROVIDE: 3 *1 COPPER (CU) IN
1-1/2'' DIA SCHEDULE: 80 PVC CONDUIT OR PROVIDE: 3
j12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE:
ELECTRIC COMPANY. COORDINATE: WITH THE: ELECTRIC
COMPANY PRIOR TO 51D.
PROVIDE 3"2/0 CU, TPLLN + 116 CU IN 2" CONDUIT OR 3
04/0 AL, TPUjN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERPANGd
COM51NATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2 P
MC5
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 150NDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 "4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 5TH
EDITION (2014),
5/8" PIA X S FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T S
i1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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®LTHDIP. & LOT:
CREEKSIDE
LOT #5
PROJECT#
04321.000
MODEL:
4EBB
"1828—CALI'
GARAGE 19WMG-.
LEFT
PACE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D TE 11/10/17
8CALE: 1/4 "=1' — 0"
81tri ."T
v
E�1.ECOS
CAL[ EQUIPMENT SCHEDULE
3 TONS
MFG
CARRIER
CU
25H5C536A
Ak4U
I=V4CN5006
HFAT
SKID
SEER
5.5 SEER
TOTAL GAP
35400
M-ECTRIC
208/230/I14P
5RKR
CU 35 AHU 35
REF LINES
3/4" E 3/8"
��II� TEMIIMMKIli em- IJv " "
F
W
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O
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A
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F�
CREEKSIDE
LOT #5
PROJECT*
04321.000
MODET A
4EBB
"1828- CALI"
GARAGE 91MMU:
LEFT
PAGE:
HVAC
PLAN
t60 MPH EXP. C
DATM. 11 /10 /17
BCALE: 1 /4" =1' - 0"
01)
!U 9 REBAR VERTICALLY W/ CONIC,
POLR CELL STUDS K' O.C. MAtx�.
SEE ENERGY CODE FORMS FOR SEE EN IRA R-VA-UE8 BECIIIE BOTTOM
zSIMPSON SP4 27
L
TEXTURED FINISµ THI 2 P81 • 28 DAYS
a S, IX'hl SECURE BT. TE T SECURE Bi TO l0d —
• ANCHOR 7 M' VJKORC♦=D W/
-, IN. a. A' OC MAX; MIN. 32. OC AX M NA 7' AX O 0' F�
v WOOD BASE i>
6 6 - WAN3A WWM.
cv IR' GYP. UL. W. T WASHER T' I" NOSING loll
.. . .°
e 04 RE J
Z W B� a p:. T
BTPPd' Conk. REINFORCED W/ 6'X6' -' 9SNAIL VAPOR RETARDER ON 4' CONC. REIWIVRCEP W/ 6'X6' WAXWA 4' CONG REInFORCEP WV 6'X6' UL4blll.4 REMFORCED Wf b'X6' WAXWIA aLLELL-CAMPACTED CLEAN FILL. WIF OR IRDER NESH ON 6-MIL. VAPOR UP OR RINERHESH ON 6HMIL. VAPOR BERMESH ON 6-MIL VAPOR TERMITE TREATMENT TO BE RETARDER ON U.ELL-COMPACTE0 CLEAN RETARDER ON W ELL -COMPACTED CLEAN R ON LLELL-COMPACTED CLE BORA-CARE APPLIED AT FRAMUJG. - FILL. TERMITE 'TEATMENTTO BE ITE TREATMENTTO BE0- RE APPLIED AT PRAMP GaMLL TERM TREATMENT TO BEm BORA-CARE APPLIED AT FRAMING.BO,¢q-C,gRE APPLIEp AT ii7NMMG. - 0'-O' 4' 4 I' 4" 4' U 4" 11
l2)'S REBAR ON CHAIRS(3) 5 IEBAR ON CHAIRS AR ON CHAIRS4' 12, MIPL OW GRADE >
0 '^ 0 I' 8• �� IN FOF£GROJND
(2) 9 R®AR ON CHAIRS
1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING
T
W/ BLOCK WALL AT L.B.W. (W/ UPLIFT) AT L.B.W. e AT L.B.W. (W/ NO -UPLIFT) 3STAIR DETAIL 3NOT USED
SCALER IR'.I'-0' SCALE: i/2'.I'-0' SCALE: I/!"v l'_0' (� B SCALE. IR'•I'-0' SCALE: 1'=i'-0`
7.
c
6' 4' CONC. RSR P. W/ 6'X6' WAXWIAO am ON °
6-MIL POLY ETHYLENE VAPOR RETARDER
L 4" ON WELL -COMPACTED CLEW FILL TERMITE 4' CONC„ REINK UV 6'x6' WW WAO WWU•I STUDS K' OC. MAX
0 8. TREATMENT SHALL BE BORA-CARE ON 641IL POLY ETHYLENE VAPOR STUDS K' OC. MAX
RETARDER ON UELL-COMPACTED CLEAN HEAD GAS NR= P.T. ST. IaLATE TO S W/
!U'S REPAIR ON CHARS .4' 4" FILL TERMITE TREATMENT 8HA1-L BE SECURE BOTTOM PLATE TO 6TUD WY SECURE BOTTOM PLATE TO STUD VARIES WITH SLOPE MASONRY NAIL 32' O
THICKEN EDGE SIMPSON SP4 032' Or- MA SIMPSON SP4 432' O.G MAX
4 GARAGE STEP- UP HEIGHT OP GARAGE SECUE ST. PLATE TO BLAB XB' HEIGHT GARAGE SEcuIE Bt. PLATE t0 SECUE BT. O 1®d
SCALE, IR'=I'-O' VARIES WITH SLOPE ANCHOR BOLT W/ 2' � VARIES 40 SLOPE ANCHOR BOLT UU 2' R T SS :10
NON— BEARING N MIN. • 32' oc MAX W MIN. v 32' OC MAX m
5 E: I/) _• -O w EPDXY Nor REOLLI FOR E:7 7 'EPDXY NOT I ION w
S i�-r BOLTS 80LTS a N� �
a N a
a > w > a ° i. 4' Y.
UU 6'x6' WAJGUTAV WUM
w w °a: > ON IRON
Y ETHYLENE VAPOR
La p- .-... - ..
BETA WELL -COMPACTED CLEAN
z = 'U > ° :_ ° a - PILL TERMITE TREATMENT SHALL BE
ro .,e °. D W/ 6'X6' WW WIA -. ° 'a� - EIORA-CARE
O L I SH ON 6-MIL VAPOR w ® 4' CONG REInFORCED UI/ 6'X6' WIAXWId 4' CONC, REInFOI�ED UV 6'X6' WAXWA °°' 4' GONG REINFORCED WU 6'X6' WL6XWA'
° - IET -COMPACTED CLEAN W .. 4' GONC. :417 W)M ON Z - WLF OR FIBERMESH ON 6-MIL. VAPOR UA F OR FIBERMESH ON 6-MIL VAPOR O WWP OR FIBERMESH ON 6-MIL VAPOR
_ w F£TARPER ON WELL-GOnPACTEP CLEAN RETARDER ON U.ELL-COMPACTED CLEAN Z 0.' .. < a RETARDER ON IIEATMENT PACTED CLEAN z ENE
m a l2)'S WEAR ON CHAIRS
. -CARE APPLIED AT FRAMING'. ° .., - 8H D LAARSE
I7E m 0 4' 9' .4" FILL. TERMITE TREATMENT 1I BE L > a 4 4 FILL. TERMITE B-CAE APPL.IETTO 00 FRAMING. 4" e 4�� FILL, TERMITE TREATMENT TO
FILL. ITS TREATMENT ro BE 4 < 6-MIL µ POR RETARDER TREATMENT z
E
U SORA-DARE APPLIED AT NRAMMG. 0 4° , a" I'- BORA-CARE APPLIED At i#M4WG.
5
(2) OD REBAR ON CHAIRS z w C2) b IEB.AR ON CHAIRS 2 0 (3) 9 REBAR ON CHAIRS (2) 9 REBAR ON CHAIR9IYA -
N COVER I E>
`Q m 4 I_„ 4 , m0 GARAGE STEP-UP
1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W.
N- BEARING L.B.W. W/ UPLIFT 2-STORY L.B.W. W/ UPLIFT L. B. W. W/NO UPLIFT W/NO UPLIFT
4A AT FRONT PORCHES EXTENDED STEP 6 ''`�'�' m' 6A SCALE: In'- 68 SCALE: Irz'=I'-m' &X=NDED FOOTING
scALe: n .r-
srETMwA_L ro BE nIN 3 CWR6E8 SCALE: VZ X I 0
GRADE
MM68 POR
SECURE P.T. SIT. PLATE TO ( a °a - 4 GARAGE POOR!
I/J'X9' ANCHOR BOLT UU 2"�48FIE1�7'��
EMBED. MM. • 32' \Yj �CU'S REBAR VERTIGeLLY W/ GLTLC. �.�^ (U 5 REPAIR VERTICALLY 'x6' WIAXWL60 WIM
�' POUTED CELL : / W! CONG POURED CELL -MIL ETHYLENE VAPOR
SECURE P.T. BM PLATE TO SLAB IW ®. OMU f RE WELL -COMPACTED
I/1'XS' ANCHOR BOLT W) Y WWA4�jIAEIRl�� a' Cm z w CLE F TERMITE TREATMENT SHALL � a ° .
EMBED. MIN. 4 32' CC MAX \ -° ° N E } M!A_CARE 4' IL P Y ET Y ENE VAPOWWAIR
EAR ON
\Y/ w L d ,'I NOTE. OPTIONAL USE OF w 19, E L •� 0 4' 8 S" 4" 6-MIL POLY ETHYLENE VAPOR RETARDER ON
a U �, I._o: WELL-COMPACTEp CLEAN FILL TERMITE
af ' a - a CONCIETE CURB • GARAGE WALLS t0 D
4 °9. 4 UY 6'x6' WA)WAO UAIJ'1 -- 2'- 4" Ta REPAIR ON CHAIRS TREATMENT 8HALL BE BORA-CARE
w , BUILWALDDER BYS TO �DDEBTEC MEP BY STUCCO BUILDER I 61 (U 5 WEAR ON CHAIRS
6-M POLY ETHYLENE VAPOR
ER ON WELL -COMPACTED CLEAN S STOP C CRETE PAD
a W 'x6' WIAXWAO ULM PIL- TREATMENT SHALL BE 6raP T e (�/
° -MIL YLBNE VAPOR �' a : t CURB HEr344T VARIES w SCALE, 11 GARAGE DOOR FOOTING
m w < SCALES I12'v1'-0'
RE ON WELL -COMPACTED CLEAN %� w
a FILL TREATMENT 84ALL BE z W' qwQ .
BORA-GATE w 'I !3) 9 REBAR ON OHAIPtB > z L p` p > L L e o 8' vARIES
'V _ °
6° `�° N O e UWIF OR PD i- fl W,dR IA I' RE88 FOR 6 SAD, TRACK 3 3
2 - W 0 W iP OAR FIE IR ON 6-6MIL- VAPOR 4 - . FILL. TERMITE TFEATFEINT ro BE q. - (U'S-
L (2) 9 REBAR ON CHAIRS O" _ r .r RETARDER ON WELL -COMPACTED CLEAN FMIBH FLOOR
RETARDER ON II,ELL-COMPACTED Cd�.4N BORA-CARE APPLIED AT FRAMMCx
m 0 4 GARAGE STEP-UP PILL. CCAAW APPITE LIED AT PRTO 4°
q z 4 I'-o" 4^ lD'S REBAR ON CHAIRS - (3) Ta REPAIR ON CHAIRS
2-STORY L.B.W. g' m� �' �° i�ii�i��
GARAGE STEP-UP EXTENDED FOOTING �0 mg
1-STORY L.B.W. SCALE: V2'-1'-0' , y %;. %v i ` ; ; `;;`' ✓\
// 1-STORY FOOTING 2-STORY FOOTING
&E�X�TENDEDIFOOTING EXTENDED SLABIIn' IOJRBHE[ S DR 8 AT GARAGmE �A AT GARAGE 0 2 SHOWER RECESS FOOTERSLAB AT S.G.D.SCALE: 1/2 =I'-0' 6CA1Ee I'=I'-0'ALE: I/2'=I'-ld' SCALE: r=r-vr
z"
!U 9 ROAR VERTICALLY UV CONC. E
POURED CELL .. CONC., REINF. W/ 6'Xb' WL4XWL40 UIILM
SEE ON 6-MIL POLY ETHYLENE VAPOR
AENICN R_CALUES MS FOR = a ° RETARDER ON WELL -COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL ISE
TEXt1JIEp FMI6H BORA-CAS
a' CML z (2) b IGSEAR ON CHAIRS -
z W' GYP. u. BD' AB AT GARAGE �� 0040 MEAM
rya M1 WOOD BASE VARIES PER ELEV.
F7 SERVICE DOOR To IORIZVERTIOnT�CAL REBAR
yyy E: '•I'_ 1 EMAR WU HOOK TIE YERTIG4L REBAR
J, 0'-0' FIN. PLR L YO HORIZONTAL
a o ° GROUTED BOND BEAM C °. `'. WEAR W/ I& HOOK
NOT USED CAULK ° VARIES PER ELEV - VARIES PER ELEV.
4' REMPORCED W/ 6'Xb' 14 ° ° °
WOWA UIIF OR FIBEIBME6H ON
6-MIL VAPOR RETARDER ON / L . GROUTED BOND BEAM
J WELL -COMPACTED CLEAN FILL. °
TERMITE TREATMENT TO SE ' t PwRED L . ( J I �' VE 1 1 L C
BORA-CARE APPLIED AT 6' CMU
,. LINE 0 b' PVC CHASE THIRD FOOTING
z � ell °y. 4' (3) 'IS WEAR ON CHAIRS :. • 2X WALL I B CMU `
ry J-5OXT' MIN.Ahc"mE SIMM ar (W/ 2'XT' �IlJ' DRYWALL I -STORY °.
2'-0' J-BOLTS MIN. 5' EMBEgMENT W/ 2'X2'XI)S' C2J IS REBAR ON CHAIRS
WIASHER AND NUT 6PACED EVENLY FROM ulooD BABE 2-6TORY °a
OOR TO BOND BEAM. SET M JOMTS (3) 45 REBAR ON CHAIRS °
2-STORY FOOTING PRIORPORACCEPTABVEDAYCHORM
PROSOLIPOUR ACCEPTABLE (SLEEVED
SLE LED El ANCHOR
T) °
13 W BLOCK WALL QT./INT. FRAME WALL TO
SCALE:1/Z"•1'-0' 15 BLOCK WALL CONNECTION ° POURR CELL VERTICALLY W/ CONS,
SCALE. IR'=I'-0' a SEF. ENERGY CODE FORMS FOR
INdULATICN R-vALUEB ° '°
®. OT1U a . CLP�IRED Q - CLEANOUT REQUIRED
16 GAS LINE THRU BLOCK In. GYP. u_ 50. FOR FOR INSPECTION
z z
..� z WOOD BASE L E °.
1 ° NOT USED Q w 4' CONC. IER•F. WI 6'x6' WAXWIAO WUM -
- w ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON WELL -COMPACTED CLEAN d-0' FiL PLR 0'-0' PIPL FLIT
z
.I PILL TERMITE TREATMENT SHALL DE TIE VERTICAL REPSAR
0 ' BORA-CARE P ° TIE VERTICAL REBAR
(IJ V REBAR SET M SIMPSON HIGH ' (' .4" . ° ° . °a - ° TO HORIZONTAL .a ° a TO HOIRMONTAL
z STRENGTH EPDXY 6' EMBED. Pik _ + . (2) 03 REBAR v 1-61ORY - -°: R OAR W/ 10' HOOK °. .
K ' (3) W, REBAR • 2-STORY REBAR W/ m' HOOK
�9 � L as
° a OUTSIDE I(IEBAR TO BE 6' PVC CHASE tHRJ POOTING } i w
��+•. 4..�,•. CONTINUOUS = L L >
4' LONG, REPF. WU 6'xF' WIAXWl40 � �' 'ter° (1) "S VIEW. DOWEL U
e a - ' LAPPED UV BOND BEAM
%WM ON b-MIL POLY ETHYLENE °
VAPOR RETARDER ON /U "5 REBAR AT CORNERS I -STORY
O DELL -COMPACTED CLEAT PILL uu 25 LAP MIN 3 4" 8' 4" (2) R, REBAR ON CHAIRS HORIZONTAL/VERTICAL
tERMIi£ TREATMENT 641ALL BE I _4�1, 2-STORY
BORA-CARE 2'-I' MIN. LAP
l31'"'EB°'RONO4NA"� HORIZONTAL/VERTICAL REINFORCING AT
TYP. RETROFIT FOR PIPE THROUGH � REINFORCING BEARING CHANGE
A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP
1—STORY FOOTING
.ram SCAN E= Ia'.r-o' C AT LINTEL CORNERS D W BLOCK• WALL
ALL EXTERIOR F'007ERS A'1' F'INISI-I SLAB'S 70 BE MIN. 12" BELOW Ul%ZIDISTURBEID SOIL CONTROL DATE: 07/01/15
A R C H I T E C T S
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
x
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U
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0
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q
46
Q
BL78DTV. a LOT:
CREEKSIDE
LOT #5
PROJECT#
04321.000
MODELe
4EBB
GARAGE
CAAL/I�"
GARAGAE 8 RIG:
LEFT
PAC&:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
naMMIMT 11/10/171
1 9CALE: 1 /4"=1'—OII 1
COPS
2x4 BLOCKING BETWEEN TF W85ES
FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT
030 FELT PAPER INSTALLED
PER FBCR R`l ON a, O.S.B.
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR j" CDX —PRE-ENG GABLE TRU55
FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.C.PLYWOOD SECURED PER
OVER +"30 FELT PAPER
INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULER _�" CONT. 2x4 RAT RUN SECURED W/
INSTALLED PER FBCR R90521 ON 6 O.SB. TYP. (2) 12d's aT EACH TRUSS
R9052 i ON " 055 SHEATHING OR �' CDX 0-H. t0 BE INSTALLED is MID. POINT
SHEATHING OR }" CDX PLYWOOD SECURED PER MTL. DRIP EDGE TRUSS SPAN, OR 10'-0" O.C.
PLYWOOD SECURED FASTENER SCHEDULE MAX.
STIFFBAGK At ALL UPRIGHTS 2x4 OR 2X6 FASCIA PER `
PER FASTENER OVER 4'-10" HIGH I SEALED ELEVATIONS
SCHEDULE ENG. FOR SIZE AND CONDITION) SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
Io" VENTED ALUM. SOFFIT
MTL. DRIP EDGE TYr. ° I" GYPSUM $CARD OR }" HIGH
aH. PRE-ENG WD. TRUSS 24 O.G. STIFFBACK AT ALL STRENGTH CLG. BOARD
SEE ENERGY CODE FORMS FOR 2x4 OR 2xb FASCIA PER MAX. UPRIGHTS OVER 4'-11
PRE-ENG TRUSS INSULATION R-VALUES HIGH (SEE SEALED ENG.
ELEVATIONS FOR SIZE 4 CONDITION.)
2x4 NAILER
° GYPSUM BOARD OR° HIGH ELEVATIONS
2x4 RAT RUN SECURED W/
MTL DRIP EDGE S STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d's a EACH TRUSS PLYWOOD. T"ING OR J' CPX PER 2x4 a 24" O.G. is INTERIOR KNEE
2x4 OR 2xb FASCIA PER PRE-ENG. GABWOOD. LE TRUSS WALL
ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY COPE FORMS FOR FASTENER SCHEDULE ON SHEET D2
IREBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES OR TZIP SHEATHING SYSTEM GONG. FILLED LINTEL BLK W/ (1)
VENTED ALUM. SOFFIT � 3 (INSTALLED PER MANUF. SPECS.) +5 REBAR CONTINUOUS
p" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8' GYPSUM F30ARD OR 1/2"
EMBER STRAP VERIFY TYP. MASONRY w/ 1/2"xS" A.B. HIGH STRENGTH CLG. BOARD 1/5" THICK, 3 COAT PORTLAND
W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2" PIA. WASHERS, '1" CEMENT PLASTER OVER PRECAST LINTEL
INSULATION R-VALUES MIN. EME3EDMENT WITHIN IX2 FIRE -SLOP EXPANDED GALV ID METAL LATH
WINDOW ATTACHMENT AS PER 8' OF EA. END, 32 O.C. SEE ENERGY GORE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER
THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. ANUFAGTURES SPECIFICATIONS
INSULATION R-VALUES D PAPER OVER TYVEK
PORTLAND CEMENT BUILDING WRAP (REFER TO
PLASTER APPLIED STUCCO SPECS FOR COMPLETE
DIRECTLY TO MASONRY CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER INFORMATION)
PRECAST SILL BLK. W/ (1) 1 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL
CONTINUOUS OR '1/Ib" ZIP SHEATHING SYSTEM
(I) "5 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS-)
CONC. POURED CELL PRECAST LINTEL j ' PRE -CAST CONIC. SILL WEEP SCREED (1) "5 REBAR VERTICALLY W/
F Ix2 II FURRING STRIPS 10 24" O.C. (SEE DETAIL 5/D3) CONG. POURED CELL
5/8° THICK 3 COAT Ix2 P.T. FURRING STRIPS ® 16' O.C.
Ix2 P.T. FURRING STRIPS I6° O.G. PORTLANp CEMENT1/2" GYP. WL. BD. SECURE GABLE TO 2xb P.T
PLASTER APPLIED PLATE W/ 12d's 8' O.G. MAX all CMU
8' CMU DIRECTLY TO MASONRY WOOD BASE I/2" GYP. WL. Bp.
I/2' GYP. WL. BD.
SECURE 2xb Pt. PLATE t0 BLK W/ REBAR
CWOOD BASE(1) "5 j'x9" ANCHOR BOLT W/ 2' WASHER
WOOD BASE VERTICALLY W/ GONG.
® POURED CELL SET IN SIMPSON HIGH STRENGTH
` EPDXY '1' EMBED- MIN. 0 32" OC ;-
all CMU MAX.
j W THICK, 3 COAT PORTLAND j d
CEMENT PLASTER APPLIED w I
DIRECTLY TO MASONRY n
1—STORY
�.. d
1-STORY GABLE BLOCK' 1-STORY GABLE`- NOTE:
WALL W/ VAULT CLG. PER 1=BCR 905.2.-I - 1=CR ROOF SLOPES 2-12 TO
BLOCK WALL LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 3 BLOCK WALL SYSTEM IS REQUIRED. FOR ROo1= SLOPES of
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
SCALE: 3/4"=1'-O" PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 4869 TYPE IV, OR ASTM D 6 -1
2x4r
SECURE 7o BLOCK W/ irr' 2X4a 2x44r 2X6 P.T. SECURED TO
X4 DIAGONAL BTM.
SECURE ro BLOCK u1/ �(",' SECURE toRMOCK WNI MASONRY w/ 1/2"x5' A.B. w/ SEE PLAN FOR
TA'PCONS OR DRIVE PIN TAPCONT oR DRIVE PIN CHORD BRACING:.
(MIN. SHANK SITE .H'ta TAPCONS OR DRIVE PIN (MIN. SHAW. SITE .148 2' DIA WASHERS, 7° MIN.
MIN, HEAD SITE 300 (MIN. SHANK SITE J4S Miry, HEAD Si 300 8' GKU LOCATION
MIN. EMBEDMENT I YFACH E MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE H' DRYWALL I°MBEDMENT WITHIN 8' OF PRE-ENG'D WOOD
S' CM IS' OG. MAX $PACING. ND 1 Nol STRUCTURAL 2X MUST BE WI7HINMB ENAGHYEND t NOTE, STIBIGTUR4L 2X MUST BE Will 8' G EACH END • ON OUTSIDE t SECURED rx4' rX2' P.r. NAILER EA. END, 32 O.G. MAX IN TRUSS (TYP) ®24'
K' DRYWALL 2X6:• ON OUTSIDE 4 SECURED THROUGH B' OC MAX SPACING ON OUTSIDE /SECURED 8' OL MAX SPACING TWROUG14 NON-STRUCTURAL �(6' II PS. OR Y4'X4' MIN. SECURE 7HRU FIELD.
I'X4' OR 1'XJ' I NAILER SECURE t0 BU.00K W/2- NON-STRUCTURAL Wo' TAPOON 2Xbm THROUGH NON-STRUCTURAL )16' 2X6 7APCON MIK I-YA' EMBEDMENT PRAMIE 4 EXPEND I AI INTO BLOCK W/ O.G. MAX
❑ m.c OR Y4'X4' MIN. MIN I-Yl EMBEIX1ENt INYO 7APCCN MIK IY1 EMBEDMENT SECURETO BLOCK INTO BLOCK. • TAP'CONS OR DRIVE PINSIMPSON
EtHRU FRAME 1 TAPCONS OR DRIVE PIN BLOCK SECURE To BLOCK INTO BLOCK. W/1-
CMIN. SHANK. BITE.148 W!d-�(u' TAPCONS OR VEtAPCCN9 OR(MIN. SHANK 61XE J45 1-Ys' INTO BLOCK DRIVE PM HETA-I6
MIN. HEAD SIRE 300 . QMU DRIVE PIN (MNL SHANK SIZE .I4S TMIN. HEAD SIRE 3ID0(TYP) VERIFY
TAPCONS oR DRIVE MIN. EMBEDMENT I Y!) (MIN. SHANK 617E .146 ' CMU MREMBEDMENT I Ys DRYW/J_L 'CMU MIN. HEAP SIZE 300 ,DRYWALL WITHIN 8' OP EACH END 4 10' O.G. MAX W/ TRUSS PLAN
WITHIN B' OF SACH END ! MIN. HEAD SIZE 300 ' DRYWALL MR EMBEDMIEN7 I Y4'>
(MIN. SHANK SIZE J48 18' or- MAX SPACNG. 'X4' OR I'X2' P.T. NAILER MIK EMBEDMENT 1 Y49 'X4' OR I'X2' P.t. NAILER &''�I'�'
MIN. HEAD SIZE 300 2X0� ❑ WITHIN 8' OP EACH END 4 ❑ 'X4' OR I'X2' PT. NAILER a O.C. MAX SPACING.HN4
MIK EMBEDMENT I-Y1 SECURE TO I/LOLI• K Will N6' O.S.B. X 4' MIN. 18' O.C. MAX SPACING.
WITHN 8' OF EACH END 1 7APome OR DRIVE PIN 2X8® 2X8m Vol O)!8. X 4' MM.
IB' OL. MAk SPACING eMIK SHANK SIZE J4S DOOR CASING SECURE 70 BLOCK W/2-§b' SECURE TO BLOCK W/I-I/d' DOOR CASING qp
DOOR CASING MIN. HEAD SIZE 300 TAPCON6 OR DRIVE PIN DOOR CASING 7 IN. SHANK
OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW U
POOR JAMB OR WINDOU 1 Y<') DOOR JAMB OR WINDOW (MIN. SHANK 61XE .149 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES
(MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW
ATTACH TO 2X PER MIN. EMBEDMFA ATTACH TO 2)! PER MIN. HEAP SIZE 300 AttACH TO 2X PER DETAILS.
MANUFACTURES DETAILS. WITHIN 8' aF EACH END / MANUPAGYLLi 6 DETAILS. MIN. HEAP SIZE 900 ATTACH TU D( PER MIN. EMBEDMENT I Y1) MANUPACTARES DETAILS.
Is' OL. MAX SPACING. WITH N MR EMBEDMENT
OP EACH y4 END / MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 NOPE: BRIM As NEEDED t0 PLUMB
NOTE: SHIM As NEEDED YO PLUMB NOTE: SHIM AS NEEDED TO FLUMD NOTE' SHIM AS NEEDED TO PLUMB 18' 01 MAX SPACING. NOTE: DO A8 NEEDED TO PLUMB
JAMB (DO NOT ExCEED Y1) JAMB (DO NOT EXCEED Ye) 10' O.C. MAX SPACING. JAMB (DO NOT EXCEED &) JAMB [DO NOT EXCEED Yl) JAMB (DO NOT EXCEED Yi )
DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15 ill DOOR JAMB TO BLACK +9" DOOR JAMB TO BLACK +3-7/16" DOOR JAMB TO BIDCK +9/4 OR +S/4
(� WINDOW TO BLOCK +9/4 OR +S/4 11DiDOR TO BLOCK +1-15 116= (1 1fBIDOX TD HLACK +3" /1 11B•IDOW TO HTACK +9-7/18= n 1nFIDOW TO HSACR +3/4 OR +5/4
e 3/8 =I -0 C MEW! _o E: 3/8'
2X4I 2X4.s 2X8ECUl TO BLOCK W/ jb'
SECURE 7O BLOCK W/ i(6' TAPUCONB OR DRIVE PIN SECURE TO BLOCK Wb1
7APCONB OR DRIVE PIN NOUN TO �'� � � lMNL SHANK 61YE .148 TAPCO.IS OR DRIVE PIN
(MR SHANK SIZE .148 (MRTAPSHANK
S OR DRIVE PIN MR HEAD SIZE 300 (MIK SHANK SIZE .145 CONC. POURED
(MR SHANK SIZE J45 Q MIN. HEAD SIZE.300 MIN. HEAD SIZE 300 MR EMBEDMENT I Y1) WITHIN MIN. HEAD SIZE 300 LINTEL COURSE
MR EMBEDMENT I Al) WITHIN MR EMBEDMBTIT I Y1) WITHIN 8' OF EACH END 4 18' O.C. MIK EMBEDMENT I Y4')
8' 01 EACH END 4 18' OL. MAX SPACING. NOTE: 87RUCiURAL ZK MUST WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X MUST
MAX SPACING. 6' OF EACH ENO 4 18' OL. NOTE: STRUCTURAL 2X MUST 2XIIii BE ON OUtl 4 SECURED IS' O.G. MAX SPACING. BE ON OUTSIDE 1 SECURED
MAX SPACING. III ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL
2X6:m SECURE TO BLOCC 2X64r
SECURE TO BLOCK WR-=14' SECURE TO BI.-OCK W/2-�(6'THROUGH NON-S'I'RUGTURAL,' rAPGCN MIN. 1-Ya' '
TAPCON6 OR DRIVE PIN W/2-✓!(",' TAPGONS OR SECURE TO BLOCK Wll-Vd' 1E IEDME N MIK I-Y1
TA.P TOR DRIVE PIN EMBEDMENT
PI NL I-B DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK "� RING SHANK TT NAILS ®4' oc.
EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .146 (MIN. SHANK SIZE .145 TOP a eoTTorl EPGES
MI NL SHANK SIZE .10 MIN. SHANK SITE .148 IX4 SYP LATERAL
MIN. HEAD SIZE 300 MIN. HEAD 01XE 300 MIN. HEAD SIZE 300 8, CMU MIN. HEAP 61TE 300 RE-INFORGING+ 36' O.C.
MIK IN S' O EMBEDMENT I YEN MIN, EMBEDMENT I Y1 'WITHIN 8' GMU MIK EMBEDMENT I EN �, DRYWALL MIK IN a- D- EA 149 8' C'1U
WITHIN 8' OP EACH END 1 g• CM e' OF EACH END 4 IB' O.C. WITHIN 8' 0= EACH END WITHIN 6' OP EACH END 1
I'X4' OR I'X2' P.T. NAILER )S' DRYWALL MAX B B
18' OG MAX SPACING. }1• DRYWALL MAX SPACING. ❑ 14' DRYWALL 4 is, OL. MAX SPACING. ❑ 18' O.0 MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER CHORD, SECURE W/l3J 10d
2X8:m ❑ I'X4' OR I'X2' P.T. NAILER 2X8a 1'X4' OR 1'X7' P.T. NAILER 2X8� ND 2X SECURE TO
CASING SECURE To 1% Wn- OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER SEECURE 7O BLOCK IU I-I/4' ' III X 4' MIN. NAILS ® EA. TRUSS
TEAPCONS OR DRIVE PINS tAP(.ON6 OR DRIVE PIN W/2—�(6' TAPGOINS OR W/(21I2d WITHIN 8' OF EACH 7APCgNS OR DRIVE PIN OOR CASING CHORD
(MIN. BI-FANK SITE .148 MMIK SHM4K SIZE .143 DRIVE PIN END (MR SHANK SIZE .145 CHORD
MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR HEAD 81ZJ= 300 DOOR JAMB OR WINDOW MK S Zr 3 DOO N BS OR WNtDOW 14. MIKE g SDIMENT3 Y®) J1 GABLE END BRACING
AYtACH 70 ZX PER MTK EMBEDMl7 I Y1) WITHIN ttAGH t0 2X PER DOOR JAMB OR WINDOW
6' OF EACH END t 48. O.C.1 MMIUFAGTUREB DETAILS. 8' OF EACH END t 18' IT4 MANUFACYUREB DETAILS. MIN. EMBEDMENT I Y4') TTAG-4 TO 2X PER WI7HNU V OP EAOH END / ATTACH TO 2X PER
WITHIN 8' OP EACH END 4 MANUPACTURES DETAILS. I6' O.C. MAX SPACING, ANUPACYUI�S DETAILS. SCALE: 1/2 " = 1' - 0 °
MAX SPACING. SWIM AS NEEDED TO PLUMB MAX SPACNIG. NOTE: SHIM AS NEEDED TO PLUMB Is, Ol MAX SPACING.
JAMB !DO NOT I°XCEED Y1) NOTE: SHIM AS NEEDED 41 PLUMB NOTE: SHIM AS NEEDED )4 PLUMB
JAMB (Do BLOCK
NOT EXCEED Yi) JAMB (Do TO NOT EXCEED Y4') JAMB (DO NOT EXCEED +
DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB TO LOCK +8 ��} DOOR JAMB TO BLOCK +9' DOOR JAAfB 1Y1 BLOCK +3 3/4" `v
/1 WINDOW TO HIACK +1-1/2" /,:"1 7FDtDOW TO BLACK +2 I/4 " I L, WINDOW TO BLOCK +3' /i WINDOW TO BLOCK +9 9/4" e
" SCALE' B/6'=1'-0' '� SCALE: 3/8'=I'-®' ` SCALE: 3/8'=I'-0' "SCALE: 3/8'=I'-®' m
� Q
FASTENER SCHEQULE NAIL REQUIREI TENTS TOP CORD BLOCKING AT 4' W .
" lll"1� 1"� '
USE IAA O.S.S. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS AT
4' OC. AT SUPPORTED PANEL EDGES AND •8 RING SHANK GUN
NAILS AT b' O.C. At NTERMEDIATE SUPPORTS. SEE DETAIL.
SIZE
HEAD
LENGTH
DIA.
ENSILE STIR.
O.G. MAX. IN FIRST 2 FRAMING VZ v
: TYP. ex-r $HEA l ATTACHMENT
SPADES AT EACH END. Q�
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE
z =
U
-�
"3 2' DECK SCREWS
o
-
z�
Bd
ROUNprIOpIFMID
OR T
17/B"
113
170pJ00
106
ROUND MODIFIED
OR T
2 1/9'
12E
170jd00
Seri ALLPATLUNIr. Tn a APSI R R'Nn FIBAMP IIAP *A ldlN NAZI S 6 6' CJ t^
ROOF SHEATHING NOT REQUIRED EXCEPT a OPENINGS w
��_._ .,
1
\ J ®
��
U,,,
O.C. MAX ® EDGES t 12' O.G.
"Aw mi tici r. I lkl+l ll C Ar.cr.
o
�...
EXTERIOR SHEATHING NOTE: NAILS TO BE MFG BY MEMBER TNT. y ° ' SHANK TO EXTEND BEYOND' ° s 6' O.G. IN FIELD
USE 1/2' CDX OR Vill OSB PLY WITH 08 RING SHANK GUN NAILS AT b' STAPLE, NAIL t TOOL ASSOCIATION � u
w THICKNESS OF SUB -FLOOR
1. 0,113 INCH NOMINAL SHANK DIAMETER Z p o o
O.G. AT PANEL SIDES AND "B RING SHANK GUN NAILS 4' O.G. 70P t � SHEATHING
BOTTOM PANEL AND "B RING SHANK GUN NAILS AT b' O.C. AT 2. RING DIAMETER OF 0,012 OVER SHANK DIAMETER p °
INTERMEDIATE SUPPORTS OR VII ZIP SHEATHING SYSTEM 3. Ib TO 20 RING$ PER INCH �
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 02W INCH FULL ROUND HEAD DIAMETER 10ROOF 5I 4EATHING LAYOUT
NOTE: -RING SHANK GUN NAILS SHALL P+E PERMITTED AS AN 5l, 2 INCH NAIL LENGTH AND ENDIUALL BRAG INCx
ACCEPTABLE FASTENER FROM ANY MANUFACTURER TYP. 3/4" TOG SUB -FLOOR PECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
-ROOF DESIGN PRESSURE BASED ON WORST CASE SUILDNG LENGTH I=OR GAUD END FRAr-1 ALL EXPOSED MEMBERS SHEATHING (O.S$. TO ERE STRUCTURAL GRADE)
SCENARIO FOR TONE 3
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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0
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U
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otmDrv. ee LOT:
CREEKSIDE
LOT #5
PROJ'wT#
04321.000
MODErA
4EBB
"1828- CALI"
GARAGE SVMG:
LEFT
PAGE.
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Nov
DATA: 11 /10 /17
8CALR: 1/4 11=1IO— 0"
Fl1r, C�',_ t
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR 2x4 BLOCKING: BETWEEN
R90521 ON T" O.S.B. TRUSSES AT FIRST C5J FIBERGLA85 SHINGLES OVER PROVIDE EAVE
SHEATHING OR �" CDX BAYS 4'-0" O.G. (AT 4130 FELT PAPER (OR BAFFLE OVER THE TOP
PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR
PER FASTENER EMBI=p. STRAP #30 FELT PAPER INSTALLED CLEAR VENTILATION
scHEpuL= " O.S.B. SHEATHING: OR �" CDX
VERIFY W/ TRUSS PER FBCR R9052.i ON i" PER FBEG R402.23
PRE-ENG WD. TRUSS PLAN O.S.S. SHEATHING OR ? CDX PLYWOOD
SCHEDULE:
24' O.C. MAX. PLYWOOD SECURED PER
FASTENER SCHEDULE PRE-ENG: TRUSS
MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE T''F- PRE-ENG WD. TRU55 MTL. DRIP EDGE SEE ENERGY CODE FORMS WOOD SHEATHING
FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA o"H" 24" O.G. MAX. 2x4 OR 2x6 5U5-5AND FOR INSULATION R-VALUES.
2X4 OR 2X6 FASCIA 5/8' GYPSUM BOARD OR 1/2" PER ELEVATIONS PER ELEVATIONS ° GYPSUM BOARD OR " LURE, LAYER "I,
PER ELEVATIONS HIGH STRENGTH CLG. BOARD
CONT. 2x4 RAT RUN SECURED ,: stucco WRAP
DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's g EACH TRUSS VENTED ALUM. SOFFIT I-Il�z{� STRENGTH I GLCx'
VENTED ALUM. SOFFIT O° SEE ENERGY CODE FORMS FOR BOARD WRB LAYER P FORtIFIBER
T rP. WINDOW HEADER SIZE VARIES " BUILDING PAPER
I/2' CDX OR 1/16" OSB INSULATION R-VALUES # METAL LATH
o.H. PER WINDOW OPENING SEE 1000 UPLIFT SIMPSON (``
SECURE To WALL PER „ FASTEN TO WOOD STRUCTURAL
HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8 GYPSUM BOARD OR CONNECTOR 5P2 a EA. MEMBER a T' O.C. MAX
1/2" CDX OR 1/16" OSB DETAILS 1/2' HIGH STRENGTH CLG. 2X8 STUD
SECURE To WALL PER ON SHEET ZIP BOARD 2x$ SYP �"2 V --FINI H 6 WOED
FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP
MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE DBL TOP FINISH +WOOD
PLATE "M" TYPE CONTROL JOINT
ON SHEET D2 (INSTALLED PER WINDOW HEADER SIZE VARIES FRAME TO BLOGiK
OR t/16' ZIP WINDOW SILL MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM (INSTALLED CONNECTION SEE DETAIL
SHEATHING SYSTEM 2x6 STUDS 0 16" O.G. MAX W/ HEADER SPAN CHART FOR 15ro1
(INSTALLED PER INSUL., SEE ENERCsY COPE DETAILS PER MANUF. SPECS.) OR" DRY WALL .® 6' METAL LATH STRIP
MANUF. SPECS.) FORMS FOR INSULA 6' WIDE STRIP SELF
WINDOW ATTACHMENT AS PER DIA ANCHOR BOLTADHESIVE FLASHING, CLEAN
R-VALUES MANUFACTURES SPECIFICATIONS At 16° O.G. MAX WITH �" MASONRY ESEFORE APPLYING:
1/8 THICK, 3 COAT -1/8 THICK, 3 COAT
CEMENT PLASTER' T 4 G S L O L D AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" ;q TEXTURED
APPLIED TO METAL SCRE S ENER APPLIED to METAL 2x6 STUDS ® 16" O.G. MAX W/ FINISH • MASONRY
LATH OVER z LAYER: sc = s ET D2 SHEATHING DIA. WASHER
LATH OVER 2 LAYERS INSUL., SEE RGY CODE a' GMU
BUILDING PAF'EDR OR � GRADE 'D" FORMS F IN ATION 2x8 YP 'I'2 ON PI
PAPER NG PAP LATH BUILDING PAPER OR R-V ES WOOD STUDS m A. X
PAPER SACKED LATH' 4 SU OR GLUED AND AT 12 " O.G. MAX u VERTICAL CONTROL
OVER AN APPROVED OVER AN APPROVED A PER FASTENER HOUSE WRAP HOUSE WRAP CH ON SHEET 02 BETWEEN
DISSIMILAR
I i _ 2x8 P.t. SYP *2
O P
SOLE PLATE COURSE TIE -BEAM CONCRETE. Ci) *5 4 A
DETA PRE-ENG FLOOR TRUSS Z �.a POURED SOLID WITH TERIALS
SCALE: N.T.S.
(INSTALL F'ER MFG. SPECS.) CL Q REBAR HORIZONTALLY
CON(. FILL= L L" GYPSUM BOARD OR 1' HIGH DETAIL 5 i, O WEEP SCREE 3/4" t G SUE3FLOOR GLUED
BLIC W/ (1) *S BAR STRENGTH CLG. BOARD t W 45TM S26-C 4 63 C PRECAST LINTEL AND SCREWED AS PER
coNt Us 0 \TF.r
-ENG FLOOR TRUSS FASTENER SCHEDULE ON
IX2 NAILER/DRAFT Stop W CS I 2/D ) (SEE
TALL PER MFG. SPECS.) � {L � WINDOW ATTACHMENT A5 SHEET D2
YPSUM BOARD OR }' Z w PER MANUFACTURES
SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD W U SPECIFICATIONS FASTEN 2X4 RIBBON (P,T.
FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O CMU) W/ C5J 12d NAILS EAG
LL PRECAST SILL t SS
PRECAST LINTEL GONG, FILLED LINTEL SLK W/ Z wo REBAR a 16"
(1) S REBAR CONTINUOUS z O.C. MAX, IN PRE-ENG FLOOR TRU
IV
WINDOW ATTACHMENT AS PER Ill CONCRETE (INSTALL PE G. SPECS.
5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS (�/ Z POURED CELL, Ix2 P.T. FURRING STRIPS
PORtLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER 16" O.G. GONG. FI LI t L BLit W/
PLASTER APPLIED PRECAST LINTEL 00 PLAN' 8" CMU ( RE AR ONTINUOUS
DIRECTLY TO (U "5 REBAR VERTICALLY Z
MASONRY WINDOW ATTACHMENT AS PER 0 I/2 GYP. WL. BD. I E B O N
W/ CON(. POURED CELL O R-4.1
5/8' THICK, 3 COAT MANUFACTURES SP=GIFICATIONS Q U
Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION (1) 114 CONTINUOUS REBAR FASTENING DETAIL
STRIPS a 24' O.G. PLASTER APPLIED WOOD BASE 6
8' CMU DIRECTLY TO (U S REBAR VERTICALLY 4 O SCALE: 3/4"=1'-0"
I/2" GYP. WL, Bp. MASONRY B m z "4 REBAR 48" LONG
W/ GONG. POURED CELL Q Lu W/6 ° HOOK a 24" O.C.,
WOOD BASE Ix2 P.T. FURRING Z <[ MIN. 24" IN SLAB
je�L f 0'-0. STRIPS e 241 O.C. O -.I �L 2 -O (MIN. ROOFTRussUPLIFT
FIN. FLR 8 CMU fL cu l9 CONrEaToR SHOWNN FNOR
0 0 1/2' GYP. WL. BD. � � I IN SLAC�isuoP CLARITY (SM
z q WOOD E3ASE
ry f z r
FIN. FLR WALL 3 1/2' GONG., REINF. W/ 6'x6"
r I4,o W1.4XWI.40 WWM ON 6-MIL EXTERIOR WALL
— � � SHEATHING (SEE
SECTION I _°� POLY ETHYLENE VAPOR NaTeB)
FASTEN EACH STUD
WOOD
D 4 • 4 RETARDER ON TO DBL. TOP PLATE
—STORY NY WELL -COMPACTED CLEAN uU USP SPt24 NAIL
2—STOR
Y 'a��. �: a°
PER MANUF. SPECS.
WALL WALL FRAME TO , ro
II I. FILL TERMITE TREATMENT
/ \SHALL BE BORA-CARE TION AT SECTION S E C TIO N 1 LOCK WALL z'-01 (3) O5 REBAR CONTINUOUS OF EXTERIOR TWALL
OP
1 SCALE: 3/4" =1' SCALE: 3/4" =1' ON CHAIRS SCALE: NTS
FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES
OVER *30 FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE: PLACE STRAPS SPACED
INSTALLED PER FBCR INSTALLED PER FBCR EXTERIOR WALL stubs AND FASt1=NED AS
OSB. SPF STIFFBACK (SEE SEALD TRUSS SPF STff�BAGK (SEE S=ALD TRUSS DIAGONAL BRACE e (WALL SHEATHING NOT SHOWN WITH ONE
R9052. t ON
ENG, PACK FOR SIZE 4 CONNECTION) R90521 ON .B O.S. sHOUN FOR CLARITY)
ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL At
SHEATHING OR }" CDX 2x4 5PF BLOCKING S=tWEEN SHEATHING OR }" GDX FASTEN STUDS TO ®LOCK WALL
PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST WITH USP STUDS
TO STRAP WITH EACH WIND K tuD
PLYWOOD SECURED TRUSSES L FIRST (5) SAYS 4'-ID" TRUSSES AT FIRST (5) SAYS 4'- RIDGE. DIAGONAL FASTENER5 AS SHOWN. INSTALL
PER FASTENER O.G. CAT SHEATHING SEAMS) PER FASTENER O.G. (AT SHEATHING SEAMS) BRACE TO BE ANY :TRAP • EA END (uNA) +rl
SCHEDULE SCHEDULE SPAN 15'-0" OR SPACE STRAPS AS FOLLOWS, INT 1® lmd .I DIA x 11 ii2'
NOTE: MTL. DRIP EDGE GREATER. REFER R TO -110 MPH 'C': 32' O.C.
MTL. DRIP EDGE DIAGONAL BRACE -160 MPH 'C': 32' O.C.
CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR 1s0 MPH 'e': 46' o.c.
PRE -= G W S 24"
HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL
O.G. MAX. HORIZONTAL TRUSS TOP OF STUD WALL
2X4 OR 2X6 FASCIA BRACE t0 B= g ANY SPAN SECURED W/ (3) 12d _
NAILS REINFORCEMENT. SOLE PLATE
PER ELEVATIONS 15'-0' OR GREATER REFER FILL ALL REMAINING STRAP
SEE FASTER SECURE TO V-0TO 30-0(1)
SECURED W/ l3J 12d SECURE t0 TO TRUSS ENG. FOR NE " ' ' HOLES W/ 10d NAILS INTO v
NAILS TRUSS W/ 7AIDDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BAGGING
°�
I/2" CDX OR '(/I6p2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3)
' OSB l2) 12d TRUSS REINFORCEMENT. Do NOT PLACE SCREW IN
SECURE: To WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP OF TOP HOLE NEAREST TO TOP
FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/16" OSB a CENTER ANP (2) MASONRY WALL - OF CMU BLOCK WALL
X-BRACE SECURE TO WALL PER BRACE DIVIDED
X-Be'Ll
ON SHEET 02 : CONNECT BOTTOM of
OR I/16" ZIP SHEATHING X- -I t0 60 -0 (3) FASTENER SCHEDULE r=QUALY FROM CENTER STRAP TO CMU BLOCK WALL
RACE (I) X-BRACE ON SHEET D2 TO END W/ (1) 3n6' DIA. X 1-114'
SYSTEM (INSTALLED PER
•+ CENTER AND (2) OR 1/16' ZIP SHEATHING N LONG TAPCON MASONRY
MANUF. SPECS.) cMu BLOCK W SCREWS
BRAG= DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/
WEEP SCREED, SEE GONt. 2x4 SF>= RAT RUN SECURED W/ E QUALM FROM CENTER MANUF. SPECS) 2—STORY
DETAIL 5, SHEET D3 (2) 12d's 6 EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 12d s ® EACH TRUSS
:IFZ71=1
w32" O.G. MAX. OR (2) 2x4 N2 S.Y.P. DIAGONAL BRACE W! GABLE END
2X6 P.T. SECURE W/ (2) 2x4 n S.Y.P. DIAGONAL BRACE W/
1/2"XV ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 g (3) 12d's EACH TRUSS DIAGONAL CROSS
X-BRACING To COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION
BOLT 32" O.G. MAX. X-BRACING t0 COVER 5-TRUSSES �—BRACING 32 CJ.G, MAX. BRACING
W 11 d NA s 6 Oc 5/8' GYPSUM BOARD OR 1/2" HIGH SCALE: 3/4"=1'-m" 2x stDUn i6 do MAX srr<EGYPSUM TGSxo6oARD 1/2" HIGH 8 SCALE: 3/4"=1'-0" TO FIRST FLOOR MASONRY WALL
MAX. STRENGTH CLG. BOARD 3 SCALE: NTS
A R C H I T E C T S
1 N. RONALD REAGAN EIL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
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B'VHDIV. de LOT:
CREEKSIDE
LOT #5
PROJZCT#
04321.000
MODzr.A
4EBB
"1828—CALI"
GARAGE 8VWG:
LEFT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP. C
aA IC: 11/10/17
LOCALE: 1/4 IP=19-0 It
„NOTE: NAIL 5I 4r-:ATNING TO ALL 2X AS PER EXT. 514EAT4NC; NAILING, 86 4” O X � r=pCxES 4 6"-8" D.G. MAX IN tNE �=IELD
Zx RIDGE ONE SIZE LARGER
SECURE 2x6 MIN. TO ELK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE
A W/ 2'X2"XY® WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR
GARAGE DOOR H IN JOINTS PRIOR TO FILL t IG MIN. (4) 10d GUN NAILS —
DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER
DBL. TOP PLYA
ATE 2X4 16' O.G. MAX. RAFTER W/
2X4 16' OjG. MAX. bEGUi� 2X4 t0 O ® 0 MIN. (3) I2d NAILS OR
WOOD Wn-12d + V-8' MIN. (4) 10d GUN NAILS
O.C. STAGGERED w
SECURE 2x4 W/ 2-Wb' - 2x RAFTERS -
SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN Ix8 NAILER SECOM TO TRUSSES
TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN.BELOW W1
(MIN. SHANK SIZE .t45 MIN. HEAD SIRE 9 SECURE 2x4 ON (J (2) I2d NAILS R
q7.
HEAD 91ZE 300 MIN. EMBEDMENT I Y% IN 8' FLAT TO BLK (3) 10d GUN NAILS + EA. TRUSS
EMBEDMENT I Y4 WIN Ee• ENjN: E ED W/ GUT NAILS.
EA. END NOT TO EXCE BT. PLA O AX ARC(-4lUAY
IS, SIDES:
2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12
R STRAP
2X4BLOCKING Bt. PLATE O W/1X2'xK WASHER AND-5OLTS 4' DNU NT MIN. CREATE VOID TRATIION
SECUSHEATHING 1/2, CD
SPACED EVENLY FROM FLOOR TO
2 BLOCKING In' Cox WITH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF P'REDE� SNG EES
SE T HEAtHING EA END PRIOR TO FILLING.
WITH M 2-I2d PER BLK 1-2X6 PT BLOCK + CENTER OF
EA END DOOR HEADER W/(I) Ji'X8' J-BOLTS P-ENG TRUS6
EXTERIOR ARCHWAY / 2 EXTERIOR ARCHWAY o 4' EMBEDMENT W/ 2"X2'A' WASHER o ALTERNATE CONNECTION /",� CONV. FRAMED ROOF
WITH WINDOW �' SCALE: In"=1'-0' AND NUT. MSTA-24 RAFTER TO BLKG -y
1 SCALE: In'-1'-0' BETWEEN TRUSSES SCALE: In'=I 0'
2X4 SECURED TO «
GAE NG W/(2)12d IE NOTES= ® PRE-ENG TRUSSES W/ TRUSS IIT5 UPLIFT
ALL ANCHORS SHALL BE IN ACCORDANCE TO ALL VERIFY W/ SIMPSOM HT5M20
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING OPPLAAND
(4) TO 7 2 1/4
2X CU p TO OUBLE TOP PLATE ANp C4) I/4' x 2 I/4"
GqB SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS To GONT
2)1 EA. UPRIGHT ---CRIPPLE STUDS + 16' O.C. POURED LINTEL
— GARAGE DOOR MAX
BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-I2 + EA. JACK " 1900 UPLIFT
\ a (2) SIMPSOM HTSM20
SCALE: In'.I'_0° SPAN CHART. STUD, BOTH SIDES OF
OPENING. INSTALLED ON OPPOSITE
FACES O
GABLE BLOCKING - BLOCK WALL
L• CDX PLYWOOD � Zx STUD5 + I6' O.G. MAX W/
SHEATHING. SHEATHING TO BE AN 10d TO TRUSS
TRUSS C
2x4 BLOCKING DOOR WItHIN J' OF WINDOW/ DOOR APGONS TO GoNT
L-30 EA EA. RAFTER
RAFTER
HZ5 EA.
\ RAFTER
A RAFTER
• 24' O.C.
2x4
FRAMING
(TYP)
CLOSED VALLEY FLASHING DETAIL (� FRAMED OVERHANG
v N.TS. U N TS.
2X4 DBL SP4e32' O.G. MAX -2X4 DBL. 2X4 TOP PLATE In" GLG. BOARD
TOP PLATE TOP 4 BOTT TOP PLATE
PRE-FAS PRE -FAR PRELEAS LEAF
In CLG. BOARD TRUSS
In" GLG. BOARD
TRUSS 1/2' CLG. BOARD TRUSS O TRUss
CONT. METAL
2X4 WOOD In' DRYWALL w TRACKS, TOP r
STUDS +16' �(y\ BOTTOM
gLUA
.1/2' DRYWALL 1/2" DRYWALL
t2X4 WOOD t.STUDS +16"OC, U.O.N.OGKING 2X4 WOOD CHANNEL SHAPPED
IDLL MID -WALL SECURE BT. PLATE STUDS +24' STUDS 24' OJ.►�i91/
TO SLAB W/ 10d O.G. LAYER Qrw, jy2\_
SECURE T. In'XV TT M
WPLATE T / IOd M S n' DRYWALL EI rt' t MASONRY NAIL + W
y 32° O.C. MAX A�D TO EACH
NAIL C 2X4 PT. BID + 12, O.C. O
M SEE FOUNDATION PLATE
GONG. SLAB FOR DETAILS -GONG. SLAB CONC. SLAB
4 ..o a °: a • C. BLAB
SEE FOUNDATION
FOR DETAILS SP4+32' O.G. MAX
1—STORY
1—STORY 1— STORY 1—STORY TYR INT. WALL
INT. BEARING WALL INT. BEARING WALL TYRINT. WALL METAL STUDS
(NO UPLIFT) (W/ UPLIFT) (NON—BRG.) 8C (NON—BRG.)
8 SCALE: In'-1'-0" 8 SCALE: I '=I' 8 SCALE: In'=I' SCALE: in'=1'-0°
OPENING OPENING AND SECURE PER POURED LINTEL
NAILING SCHEDULE
KING STUDS (SEE HEADER
/ SPAN CHART FOR DETAILS PRE-ENG TRUSS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN CONTINUOUS
CHART FOR DETAILS AND VBOND BEAM
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE I2d NAILS, TWO WITHIN 6'
FROM EACH END J NO MORE
THAN 12' OZ. STAGGERED
In"x9' A.B. MIN. 1' TAP CONS
EMBEDMENMT B' FROM EACH MIN. 2' COVER
TYP. INTERIOR END a 3Z' oC. MAx. 2' APART
UDOOR OPENING WD FRAM SP4 OR H5 + TOP AND
SCALE: In"=1'-0' BOTTOM PLATES FULL TRUSS ANCHOR
LENGTH STUD, BOTH SIDES
SIDES
of OPENING. 12 RETROFIT
N.T.S.
LINE OF SLAB
05 RE5AR VERt. IN GORIER BEAD
SOLID GROUTED CELL SEALANT 4
5/8' THICK 3 COAT BACKER ROD
CEMENT PLASTER 8' cmSEE
APPLIED STRUCTURAL FOR
DIRECTLY TO REINFORCEMENT
MASONRY -2x6 P.T. U0
ATTACHED TO FILL
CELL AS PER
PRoouct
SPPROVAL REO.
FROM MIAMI-DADS
\ 4�. COUNTY
i—WEATHER STRIP
MOULPING ALL
' AROUND (BY
GALV. STEEL JPOOR MANUF.)
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/ GALV STEEL
3/161xl 1/4' LAG rJALV, T tOVERHEAD DOOR
SG�WS TRACK 1' MIN BY OTHERS
BY MAUF. SLIDE
FASTENED TO ROOM
SGALL: 3/4"=1'-ra" W/1R 4'-20XI2' 13 GARAGE DOOR JAMBS
CARRIAGE BOLTS SCALE:
AND LOCK NUTS.
TRUSS TO WOOD FRAMING
SIMPSON MTS-12
PRE-ENICs TRUSSES w/ TRUSS
CONNECTOR VERIFY W/
PRE-ENG TRUSS FRAMING PLAN
Pik-ENG tRU55
DOUBLE TOP PLATE DOUBLE TOP PLATE PRE-ENG TRUSSES OR
2x CONTNNOUS STRESS DBL. 2X TOP PLATE = GONV. FRAMED RAFTERS
SP4+32' OG. MAX /BLOCKING MID WALL 1n6' OgB• a CRIPPLE STUDS a I6' O.C.
2x STUDS a 16' O.G. MAX, OR T/16' TIP SHEATHING vw MAX PRE-ENGINEERED
U.Ox SYSTEM (INSTALLED PER HEADER SIZE PER SIMPSON LST + EA JACK TRUSS
MANUF. SPECS.) SPAN CHART. STUD, $O 51D OF
l' T * G suBFLOoR GLUED 2X BLOCKING + OPEN
AND SCREWED AS PER MT5-12
FASTNER SCHEDULE 1/2�GpX zI T D8 lopI " O . MAX W/
1ST FLOO TUDS t0 2X STUDS 16' O.G. MAX I THING TO BE
2ND F TUDS LL DOOR/ WIT WINDOW/ DOOR
N, WINDOW PE AND SECURE PER 2X
S A-36 + 32.2X ETM. PLATE -
3/4' FLOOR DECKING 6' OPENING IL µCs SCHEDULE O PLATE
KING STUDS (SEE HEADER 1/16' 05.5.
MAX -36 32' OG. j SPAN CHART FOR DETAILS
PRE ENGINEERED AND SPECIFICATION)
FLOOR GIRDER �I�'":
PRE-ENG FLOOR TRUSS % i JACKS (SEE HEADER SPAN OS OR }" 2X4 X4 STUDS 16- O.0
DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND CDX PLY ATTACHED i I.
2x CONTNNOUS STRESS FLOOR TRUSS SPECIFICATION) PER FAG R SCHEDULE"--mw 0525.
BLOCKING MID WALL ` JACK BTUp ASSEMBLY t0 BE OR 7A6' ZIP 88HEON AT14IWG EET 2 S-
( CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY + A TIME. _ TEXT. FINISH
2x STUDS a 16' O.G. MAX, W/ 114" GAP FROM BLK TO O.S.M. USE I2d NAILS, TWO WITHIN 6' SYSTEM FECO.)LLED PER
U.O.N. �' �FROM EACH END t NO MORE M 2x4 BLOCKING UNDER
In' GYP. wL. BD. Q HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT THAN 12' O.G. STAGGERED WALL STUDS SCURF
SECURE BT. PLATE TO PERIMETER OF OS.B. TO PROVIDE CONT, NAIL PATTERN i ETA-I6
SLAB w/ kxw ANCHOR SP4 OR H5 + TOP AND BE IUIEEN 'TRUSS BAYS W/ PRE-ENCxTRUSSS
SP4+32' OG. MA ®REMAINING AREA TO BE SHEATHED FROM DBL TOP O +A. BOTTOM PLATES EFULL (3) IZd's EACH END
BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. �j LENGTH STUD, EOTH SIDES 2x DOUBLE TOP PLATE ' I;MU WALL
SIMPBON HIGH STRENGTH OF
EPDXY 7" EMBED. MIN. Q SHEATHING + TOP OF WOOD FRAMED WALL TO BE / ' �, OPENING. STUDS + 16, O.C.
STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO
•. :. •7��—SIMPBON SP4 a BOTTOM OF F'RE-ENG'D MTS-12 + EVER STUD
32' O.G. MAX INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW- SHEATHING
TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE
%' 1 1NT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ FROM ZND FLR LINE. DORMER gjKNEE. 3/WALmL DETAIL @ ENTRY
or
SCALE' 1/2•1 0 4 SCALE: In"=I -0 14 UDOOR OPENING WD FRAMED ATTACHMENT
SCALE: In'=r-0' SCALE: In'°I'-0' CONTROL DATE: 07/01/15
6'-O" OPENINS
a 4
°
° PRECAST LINTEL
a
°
'4 Q
— a � —ate °
°
TO SECURE TO FRAMING,
NEED MIN 1 1/21, LESS TH N
°
1 1/2% WINDOW MUST
SECURED TO 15L C
°
a
2x4 OG
URE 2x TO BLOCK W/ (2)
o a
°
'x3' TAPCONS OR DRIVE PIN
IN SHANK SIZE .145)
°
C EMBED. I i")
°
WITHIN 8" OF EACH END AND
18' O.C. MAX SPACING.
°
a
�
I
CMU WALL
°
`Q ° a° 4 °
d 4 a
4
a °4
° IL 4
J-.° a
a
ARCH WINDOW FRAME
ARCH ITEC T S
61
VDesin
Gil ouP-1nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
w
W
0
F
q
h
ti
dtmnrv. ee LOT:
CREEKSIDE
LOT #5
PBOJECT#
04321.000
MODEL:
4EBB
"1828—CALI"
GARAGE iWOTG:
LEFT
PAGE:
MISC.
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
ROL AR
11 /10 /17
SCALE: 1/4"=1'-0"
81MET
MEN
F�1.ECOF
Planning
& Development
Services
Department
Building
& Regulations Division
a.,
Product
Review Affidavit
Building Permit #
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
Concrete tapcon anchor, 1/4", 6" max o/c spacing in top
Swing door
+36 47
( ) / (- )
+67
( ) / (-67)
Therma-Tru
Smooth Star
FL5891.2-RS
N/A
right and left corners, 14" max. spacing elsewhere
horizontally and vertically. 1 1/4" embedment.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
SH Window
(+38) / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R8
Non Impact
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window {integral
(+38) J (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R5
Non Impact
from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4"
Mulled)
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
Type 1: 3/16" or 1J4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 16" @head / sill. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2"
Picture Window
(+38) / (-48)
(+55) / (-55)
Ply Gem
Ply Gem 1500
FL16104.2-R3
Non Impact
@ head / sill. 1 1/4" embedment. Five additional tapcons
top and bottom required horitontally,twa midspan
vertically each side. Install per manufacturers
recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Sliding Glass Door
(+33) / (-41)
(+25) / (-50)
Ply Gem
Builders Series
FL14634.1-R2
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Vertical o/c 14" max. Top and bottom get a tapcon in
center of opening. 1 1J4" embedment.
Opaque slab with or
Single door with sidelite. 1/4" concrete tapcon anchor. 3"
without impact
(+36) / (-47)
(+50) / (-50)
Therma-Tru
Smooth Star
FL15037.1-R2
N/A
max o/c for comers as well as each side of sidelite.
sidelights (1 or 2)
Tapcon needed at top and bottom middle of opening for
door panel and sidelite. 14" vertical max o/c elsewhere. 1
1/4" embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque double door
(+36) / (-47)
(+50) / (-50)
Therma-Tru
Smooth Star
FL15225.5-R3
N/A
bottom. Top and bottom centerline of each door slab get
without sidelights
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque single door
(+36) / (-47)
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
(+29) / (-35)
(+46) / (-42)
Clopay
16.20 73 W6
FL16546.6
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia. heads, long enough to penetrate
through plywood or 3/4" into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-R9
shingle placed 6-1J8" above the butt edge, approx. 1" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
Interwrap
Rhino U10/20
FL17801
gauge 1'/."annular ring -shank nails,
spaced 6" o.c. at all laps and three staggered rows
fastened 12" o.c. in the field of the roll
Soffit
+31.6, -38.8
(+157) / (-46.1)
Veriform
Triple 4
FL17673.1 R-1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete /masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293-R1
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
1J4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3J4" in concrete /masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R1
edge distance 12" o/c max. spacing, Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Huber
Wall Sheathing
17147-R1
Sheathing
ARCHITECT S
Design
YOU Inc.
i1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PROJBiCT#
04321.000
MODAL:
4EBB
"1828-CALI"
Ci�ARAGE 1911iN4:
LEFT
PAGE
PRODUCT
APPROVALS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Dp�; 11/10/17
"I i
NOTE: NOTE: NOTE:
IF ZIP SHEATHING SYSTEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE: SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE: SEE 4'x4' SELF-A0I-4ERING MEMBRANES 6 "
6' ® VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUFACTURERS MANUFACTURERS
ENDS) < 6' 41 HORIZONTAL LAPS. WRAP MATERIAL) OVER ,
INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE
/ \ I' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE
T PENETRATION FLASHING (COMPATIBLE W/ HOUSE
PREFORMEDS
CONTROL JOINT / ' THICK 3 COAT CEMENt / WRAP MATERIAL) OVER 4"x4"
FLANGE OF CONTROL JOINTS t PLASTER / \ \ SELF -ADHERING MEMBRANE
BE WISED TIED TO LATH • 9" WRB LAYER 02, FORTIFIBER FLASHING OVER APPROVED
O.G. MAX (VERT.). NOTE: DO BUILDING PAPERHOUSE WRAP
NOT FASTEN CONTROL JOINT TO / MIN. LAP METAL LAru \ ELASHING To EXTEND ONTO PIPE
WALL EVEN IF STUD EXISTS J
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH I" X
LEG MAY SE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX
SECURE CONTROL JOINT AT SUPPORTS X X X
DURING INSTALLATION GUT AND OVERLAP ONE NE OF
LL1TU LAYER P � METAL LATH � SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF
FASTENERS TO BE SPACED P
FLASHING SELF -ADHERING MEMBRANE
• 1° OG MAX VERTICALLY STEP *I STEP *2 FLASHING
WOOD SHEATHING
OR 7/1(v' TIP SHEATHING WRB LAYER 01, is THICK 3 COAT CEMENT
SYSTEM QINSTALLED PER STUCCO WRAP PLASTER STUCCO
LAYER P
MANUIss. Stfl ECS.) /
METAL LATH �' tUCCO WRAP
6' MIN PAPER LAP BELOW ONLY /
7.WRB LATER N2, FORTIFIBER I WRB LAYER 02, FORTIFIBER W� LAYER P FORTIFIBER
BUILDING PAPER
BUILDING PAPER BUILDING PAPER METAL LATH
\ / WRB LAYER M, 6'xb' SELF -ADHERING MEMBRANE
STUCCO WRAP FLASHING OVER 4'x4'
FLASHING OVER APPROVED ro SELF -ADHERING MEMBRANE
LATH SHALL NOT GAP MIN. INSTALL STAPLES) AS FASTENERS (CLIPS, HOUSE WRAP
6" TO e" r T' g WOOD SHEATHING REQUIRED TO SECURE
OR't/16' ZIP SHEATHINGSTRAPSI FLASHING 70 EXTEND ONTO PIPE
BE CONTINUOUS SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING
THROUGH CONTROL MIN. _ M •...
JOINTS BUT SHALL M UF. SPECS.) FLASHING
SELF -ADHERING MEMBRANE
BE STOPPED AND ,.; ;u:r „ . < t
�" FLASHING OVER APPROVED
I-I(xlsE WRAP.
TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I" MIN LATH FLASHING TO EXTEND ONTO PIPE
PER ASTM GI063 PLACED FLAT MAX. 6' TO 8" LAA L LAP
1.10J.4 FROM CONTROL JOINT WHEN
\ / CONTROL JOINT FALLS ON 2 AP E R LAP
NOTE: \ STRUCTURAL STUD SCALE: I I/2'=1'-0" �' CONT. BEAD OF SEALANT
I. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM CI063 INFILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. 18) 0jV4i5' WIRE / SHEATHING
ELASTOMERIC COATING OVER STUCCO/
3. BLOCKING SHOWY MAY BE IN ADDITI G.V. FINISH (SEE TYP WALL SECTION)
TO WALL STUDS REoUIRED PER PLAN
;;..$,,4,IsVERTICAL LATH
& PAPER DETAIL
� WOOD STUDS SECTION PER FBC R703.6.1
EMenor lathing and plastering
SHEATHING Exterior use of portland cement plaster
SIDE LAPS OF METAL OR 7/16' ZIP SHEATHINfs SYSTEM 4 shall comply with the application
PLASTER BASES SHALL (INSTALLED PER MANIA. SPECS.) �F requirements of ASTM C 926-12A.
BE SECURED TO BUILDING NOTE:
6 MIN. Installation of exterior lathingand framing
FRAMING MEMBERS. PAPER y LAP IF ZIP SHEATHING SYSTEM 15 shall comply with ASTM C 063-12A,
M TYPE CONTROL JOINS THEY SHALL BE TIED INSTALLED, PLEASE SEE:
BETWEEN
WITH 0,045--IN. (121--MM) STUCCO f' V LAP 9 LATH MANUFACTURERS
WIRE AT INTERVALS NOT a, LAP® PAPER INSTALLATION PROCEDURES
MORE THAN V (229-MM).
AS PER ASTM G1063
OI. FOLD NWARD • PT. A ( 1 1 I. FOLD INWARD a PT. A 1.151.
2. C14EASE0Pr.6 ®]KIcl�ouT "OWE= FOR PAIR OF TEAR
FIFE f N TRATiON DETAIL «RA1 l
LLD IES
® IN WIRE, LAYERS, TEARS HORIZONTAL LATH 2
DETAIL MAY BE PATCHED & PAPER DETAIL
E WRAP TAPE PER M I -� ,
PER ANUF, SPEC. OR
FOLn PEEL 4 STICK
® 1/16" ZIP SHEATHING
SYSTEM ( INSTALLED PER
�\ MANUF. SPECS.) OR
OL FOLD INWARD w ( L( J 1.FOLD NWAR D • PT. A WOOD SHEATHING OR CMU
PT. A �J 2. SASE • Pt. 19 LURB LATER 01,
3. CREASE • PT. c STUCCO WRAP (FRAME ONLY)
RE 3. CASE • PT, C ' "':
4. FOLD PT. C OVER PT.
5 TILL PT. C TOUCHES
THICK, 3 COAT CEMENT
® kk PLASTER(FRAME), 1/2" 2 COAT E
CEMENT PLASTER (CMU)LIE C;N ij
METAL LATH (FRAME ONLY)II AA
LAP LURE E TAPE OVER DRAINAGE FLAN(UJR5
F ® RDOF/UJALL SCREED �,��- � #1 STUCCO LURAF')
• T1. BOTTOM
FLANGE WATER TIGHT (
NOTE: SEAL. FOLD, 2.
IF ZIP SHEATHING SYSTEM IS r�TcuT.
INSTALLED, PLEASE SEE i' THICK 3 GOAT CEMENT � S"X5" "L" TYPE CONTINUOUS WR5 LA*`T�EfR #2 «ORT P R _ , _ _ _
PLASTER
',0'2 COAT GALV. METAL FLASHING
MANUFACTURERS T as
INSTALLATION PROCEDURES z (NAIL TO ROOF DECK, NOT BU LD INCx FAf=ER)
WRB LAYER "2, FORTIFIBER WALL SHEATHING)
PAPER (FRAME ONLY)
STUCCO
LAYER ", N CAP LL LUITH — DO NOT NAIL,
i"IT,�L,4T}-� X X X X
STUCCO UJRAPtrlsaME ONLY) INSTALL U11T+� ROOF CEMENT
LAP LAYERS OF 19UILDNG WRAP
OVER NAILNG FLANGE, STOP
SIB 8. STUCCO
PRAM ORCU
E41"'°"'—' ROOF CEMENT
Sa5WALL FLASHING ROOF PER ELEVATIONS UJOOD 5�4EATHINC� !'
Qo %� CR I/Iro11 ZIP 5HEATHING 5Y5TEP'l
KICK -OUT FLAbHNG (SEE (INSTALLED PER I"IANUI=. SPECS,)
DETAIL) y'C`
NOTE: &ELF-/4D�E51Y FLA5�IINCH — — — — — IF ZIP SHEATHING SYSTEM 15 NOTE
\ INSTALLED, PLEASE SEE
MANUFACTURERS 1" ITAL LATH: LATE TO BE fER 1=5C
FELT UIYMENT WATER TIGHT SEAL (15END OR INSTALLATION PROCEDURES
/ M4TF_INSTALL KICKOUT SOLDER DO NOT CUT) fR103,(o.1 / A5T1l G-a.47-09/ 1"IIN. 2.5 L55,
SHINGLE ROOFING j't0 WALL N'iEAT 501-ro OF ROCF 4
WEIR SQ. `I'ARD (UTILCT OR NOl IINAL
DRIP EDGE, OVERLAP 3',
EXTEND 1/2' EIELOW %� j^� `THY �` /�
SHEATHNG, MECHANICALLY FASCIA WRAP ��l-i� [\y j�I�--'pry' `/'`1� L A T� POE 5 NOT 1 E E T 5� E C I� I C 7°�'E T I ON 5)
FASTETI 4' OL, MAX. ! ! L ! ! JL L A S JL JL I N �. N
5 N.T.5.
A R C H IT E C T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 I
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BtTBDM & LOT:
CREEKSIDE
LOT #5
PRAj'ECT#
04321.000
MODEU
4EBB
"1828— CALI"
c'ARAGIC FgWnW ':
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH MR C
11/10/17
SCALE: 1/4 1$=1' — 0'°
L�J;0:4:49i
rke C6 i, i
NOTE' INSTALL 6' SELF -ADHERING
IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO
INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH
MANUFACTURERS FLANGES of NON -MOVABLE 6 SELF ADi�(=BIYi= —
INSTALLATION PROCEDURES FRAME OF THE EXHAUST. WOOD CONSTRUCTION
SEauKNCE OF FLASHING TO ME: OVER TOP E SIDES '1116" ZIP SHEATHING: SYSTEM 7/16' ZIP SHEATHING SYSTEM
I BOTTOM. 2. SIDES, 3. TOP "? (INSTALLED PER el(INSTALLEp PER MANUF. SPECS.) OR
WOOD SI-IEAt4-41NCs � WOOD SHEATHINGS
X: VENT CAP IS TO 15E SET IN BED SELF LAYER 01,
OF SEALANT AT TOP AND FLASHING: WRB LAYER #I, STUCCO WRAP
L1=Gt
X SIDES ONLY. SEALANT IS TO BE UNIT
TOOLED SO AS TO DEF
STUCCO WRAP I. WRB LAYER 02, FORTIP15ER
i WATER AWAY F OINTS. EUILDING PAPER
PREMANUF. DRYER
I.. X E-Z BEAD AL RO D VENT GAP (SET IN
i, VENT -AP S LA ALL W Y ORTIFIBER METAL LATH
JOINT IN
tloNB CONT. SEALANT) s U ER CONWOOSTRUCTION —FINISHH a WOOD
Y AL T AT PERIMETER OF
BACKER ROD 5': VONA
V E FRAME AND STUCCO FASTEN To WOOD STRUCTURAL
SIDES. Yc" CAULKING + JOIN7 SEALANT m MEMBER + i' OC. MAX
ouND TOP e SIDES HICK, 3 COAT CEMENT s' crlu `
1 1
PER FBC R703.6.1 a, PLASTER WEEP SCREEDALL
IA
Exterior lathing and plastering = �a
BACKER ROD Exterior use of portland cement plaster TO �/g° MID -WA L
65 DRYER VENT (BLOCK) �4
shall comply with the application 1
WEEP SGREi=D
X, requirements of ASTM C 926-12A.
b" WIDE STRIP SELF
ADHESIVE FLASHING:, CLEAN
X Installation of exterior lathing and framing MASONRY BEFORE APPLYING:
' shall comply with ASTM C 1063-12A. (o SELF-ADHESIVE
WRB LAYER *1, FLASHING FINISH ED
FINISH +MASONRY
STUCCO WRAP II x HOODED VENT OVER I QUICK ER WOOD FRAMED
J" THICK, 3 COAT CEMENT FLASH � — — —
WALL 75 HORIZONTAL WEEP SCREED
x PLASTER ( FRAME TO BLOCK)
METAL LATH _ HORIZONTAL WEEP SCREED
AVER1 FORTIFIBER PIPE THROUGH T FRAME TO FRAME NOTE:
WRB L WALL
BUILDINGS PAPER NOTE, IF ZIP SHEATHING SYSTEM IS
WOOD SHEATHNG IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, =LEASrSr=r=
PLEASE SEE MANUFACTURERS MANUFACTURERS
DRYER VENT ( FRAME) INSTALLATION PROCEDURES INSTALLATION PROCEDURES
6" SELF ADHESIVE
FLASHING (INSTALL
PER MANUF. SPECS.) "N all
OR VI6' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.) BUILDINGS PAPER _
WOOD SHEATHING UNDER "QUICK FLASH" WRB LAYER 01,
WRB LAYER *I, NOTE: GUT OPENING IN STUCCO WRAP
STUCCO WRAP IF ZIP SHEATHING SYSTEM IS APPROVED HOUSEWRAP
WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION
BUILDINGS PAPER MANUFACTURERS
WOOD INSTALLATION PROCEDURES CUT X` INTO
coNstucnoN WRB LAYER *I, SELF ADHERING �X
A VENT PENETRATION STUCCO WRAP MEMBRANE PLASHING
1-4METAL SCALE: N.T.S.
rk3S' CMU v L ASI B APPLY SELF -ADHERING
6 IS AND _ WOOD SHEATHING MEMBRANE FLASHING
I OVER BOX AND OVER
MID_WA APPROVED IllLAYERnp--WA-LL:GREED
5TF *'1 STEM #2
6' WIDE STRIP SELF
ADHESIVE FLASHING:, CLEAN
MASONRY BEFORE APPLYING: APPROVED
z FLASHINGHOUSEWRAP WRB LAYER "I,
BELOW STUCCO WRAP
ELEC. METER FIELD I
VERIFY LOCATION `-ELEC. METER FIELp
STONE VENEER VERIFY LOCATION GUT SUCH THAT APPLY 60 MIN SELF-AANrz FL G
OVER SCRATCH COAT NO MEMBRANI= �_ GRADE "D" PELT MEMBRANE FLASHING
ENTERS BOX, OVER
APPLY STUCCO SCRATCH COAT APPLY TO PAGE SELF -ADHERING
EDGEOVER
HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APR VED
7C W�STON]E VENEER PRIOR TO INSTALLING ELEC. HOUSEWRAP
METER WRB LAYER 02, FORTIFIBER
(FRAME TO BLOCK)_ BUILDING PAPER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC �� � eTEF #4
�� � � � � ISOCYANOTE-POLYBLENp FOAM
("GREAT STUFF" OR SIMILAR)
APPLY A SILICON COATING
OVER
DRAINAGE PLANE (WRC BASE SEALANT AT POINT STUCCO/
OVER
LAYER #I, 5TUCCO WRAP) 7THAT ELEC. WIRE PENETRATES l T TYPICAL (WALL
APPLY E-z BEAD •o•e.o•o
OVER (00 MIN o • o • o . o ° SECTION)
•e o•
UJRB LAYER2 CORTII=IP�ER - — - - - GRADE "D° .° METAL LAT4
BUILDING PAPERS AREA TO RECEIVE FELT -PROVIDE
STUCCO SCRATCH COAT SEALANT AT ALL o ° ° e
METAL LATH x—x—x—x E 1 COAT OF PAINT W/BACK- JOINTS AND
INTERSECTIONS • ° ° •01
ROLL PRIOR TO '°'°'°
5TUGGO T ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
WOOD 6I4EAT4NG �� METER CAN OR METER CAN
OR 1/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN Al
( INSTALLED PER MANUF, SPECS) DISCONNECT & T f #�p �3 T f= #ro
SELF-ADHESIVE FLA54NG — — — — —
NOTE, ELECTRICAL RECEPTACLE
METAL LATH: LATH TO SE PER EBG 8 ELECTRICAL CONDUIT 9
R1m3.6.1 i ASTM -
C-a4 09, Me IN. 2.L55 PENETRATION
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET 5PEC:FjGATIOl
R
Desig
n
4Grou lnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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8V8DTV. ea LOT:
CREEKSIDE
LOT #5
PROJECT#
04321.000
1WDELc
4EBB
%828—CALI"
GARAGE BVMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
C
apTE; 11/10/17
8CALM: 1 /4" =1' - 0"
8HEET
WA2
"
F/leicopY
EXT. WOOD FRAMED COLUMN SHEATHING
WOOD SHEATHING WALL
WRB LAYER sl, _-WEAtH3=R RESISTIVE
STUCCO WRAP SUB -FLOOR DECKING % BARRIER "M
WRB LAYER "2, FORTIFIBER FINISH LAYER (2 LAYER 3" T L 26 GA. GALV. � WEATHER RESISTIVE
WOOD BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE BARRIER "2
CONSTRUCTION PEEL $*I) SE
IN FULL BED OF
_T" THICK, 3 COA CEMENT WEATHER RESISTIVE SEALANT, J�" MIN. 6" SAP
9/4 HAT CHANNEL PLASTER BARRIER w
` �� 6 PEEL t $PACE FROM DRIP ` PEEL E STICK
W/s/s" TYPE 'k' DRYWALL STICK m DRIP FACE TO TREX
6" SAS. P P SCREED WEATHER RESISTIVE EDGE TO I FULLY
'L' FLASHING
t0 S T I H WEEP SCREED BARRIER "2 j� PECK r FULLY EMBEDDED
THICK, 3 COAT CEMENT V RIES i IN ROOF CEMENT
� OSI IN PLASTER
` � I �' X 3' 26 GA. GALV.
WOOD SHEATHING: � S } METAL DRIP EDGE
METAL LATH I yip 4 SEALANT SET IN FULL BED OF
WRB LAYER 01, �' �`. \` 1 NXI %" P.T. OR SIMULATED Y4" G e FOR 5 t KER
WOOD SHEATHING SEALANT, h' MIN.
STUCCO WRAP WOOD (TFi FILLER, SPACE FROM DRIP
" THICK, 3 GOAT GEMENt \\ CONTINUOUS , r VINYL CASING BEAD FACE TO TREX WEATHER RESISTIVE
PLASTER �� 6" SELF-ADHEREfNG WATER PROOFING let WEA R SIStIVE VINYL CASING BEAD BARRI3=R I
AM66-WFWc--Tw GUSTO 91 A _ i �� FLASHING WRAPPED LAYER (2 LAYER PEEL < i R w
TOP OF WEEP SCREED EXTERIOR GRADE STICK) WRAPPED FROM ! W RESISTIVE
i `A DRY WALL i'- ATHE 516TIVE WATER PROOFING let
RIE �'2
.wa�wxnnuasc I "2 LAYER (2 LAYER PEEL
ii i TO SHEATHING BELOW ". CANTILEVER DECK TO A AWPMa uarr t 8 STICK) te i FM n• XT I SHEAtHCOLUrIN
F ' WRB LAYER 01, " THICK, 3 GOAT CEMENT
/ "X' STUCCO WRAP 4" POSITIVE DRAIN0 PLASTER , MEMBRANE,
6" PEEL < STICK +�
} �` WEEP SCREED VINYL CORNER BEAD DRIP EDGE TO PECK , E 6' S.A.
END OVER DRIP PEEL t STI
WRB LAYER 02, FORTIFIBER NO GAP INFIELD VINYL CASING BEAD SUB FLOOR 1 EDGE � I FULLY
E FLASHING
15UILPING PAPER (SHOWN FOR CLARIFICATION OF ®® 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN
------------------- SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE
--- - -------------- -- _= = SET IN FULL BED OF t = ROOF CEMENTGA. GALV.
i 6" SELF-ADHEREING i SEALANT,)§' MIN. ME AL DRIP EDGE
FLASHING WRAPPED I XI 314( REX RILL R, ATED ' SPACE FROM DRIP
WRB LAYER "I, _ i a CORNER OF CANTILEVER FACE TO TREX SET IN FULL BED OF
IT
STUCCO WRAP ` / N S On TREX)F ILLERATED SEALANT, Xe MIN
I u / 4 POSITIVE DRAIN VIrdYL CASING BEAD
AMIGO AM66-WFWC-i80 `� WEEP SCREED FOR BACKER TINUOUS FPACE FROM DRIP
CUSTOM CASING BEAD D SEALANT WATER PROOFING let /PAGE TO TREX
LAYER C2 LAYER PEEL t Ya" GAP FOR SEALANT VINYL CASING BEAD
FI SH LAYER (2 LAYER OPT. BACKER ROD.
- PEEL E STICK) STICK) WRAPPED FROM MODIFIED 90 fl; WATER PROOFING lot
CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO LAYER l2 LAYER PEEL <
NO GAP IN FIELD O HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM
(SHOWN FOR CLARIFICATION OF NOTE: VINYL CASING BEAD s THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO
SEPARATE ACCESSORIES ONLY) 11= ZIP SIHEATHINGz SYSTEM 15 EDGE PLASTER VINYL CASING BEAD ! I'' CANTILEVER
CASING BEAD INSTALLED, PLEASE SEE METAL LATH I 3 COAT CEMENT
WEATHERWOOERESISTIVE 5/8" TYPE 'X" DRYWALL THICK,
DTL. C� CANT. MANUFACTURERS 5/8 TYPE "X" DRYWALL _ ,. PLASTER
1 O A INSTAIrLATION PROCEDURES LEGEND W/T'EXTURED < PAINTED BARRIER +fl METAL LATH
SCALE: I I/2'=I'-f0" FINISH WEATHER RESISTIVE ��S tUi E PAINTED 1 WOOD SHEATHING
" THICK, 3 COAT CEMENT BARRIER 02
DRAINAGE FL�NE CWRB PLASTER 4" POSITIVE DRAIN° THICK, 3 COAT CEMENT 4' POSITIVE DRAIN
WEEP SCREED PLASTER WEEP SCREED
t r ( 1 VINYL CORNER BEAD NO GAP IN FIELD
NOTE: �eeYR #�, S UCGO �.UI`�P/ VINYL CASING BEAD NO GA IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF
1�ETAL LATik4; LATt4 TO 5E FER F5C (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
1" I IN. 2.E5 L55. WRB LAVER #2 (FORT IF 15ER - - - - - SEPARATE ACCESSORIES ONLY)
COLUMN
PER 5Q. i'�fi�D FUTILITY Oi'� NOl"IIN�L BUILDING F�AFER) BALCONY DRIP BALCONY DRIP
11A EDGE INSTALLATION 11C EDGE INSTALLATION G�
LATH DOES NOT t*IEET 51= ECF1CAT10N5) 1�ETAL LATH x x x x (W/"L" FLASHING
SCALE: Nt$
NOTE: woo CTION STUCCO WOOD :HEAT(-NYST NOTE:
IF ZIP SHEATHING SY E IS ehi Ana 21P s A ANI.PI-IM SPECIIT IF YIP SHEATHING SYSTEM IS
INSTALLED, PLEASE
ewurA��eoPs+enarue.sPees�
MANUFACTURERS RS tH R ISTIVE WRB LAYER st, INSTALLED, PLEASE SEE
INSTALLATION PROGE RES I WOOD 5HEATHING 2x FRAMING MEMBER i MANUFACTURERS
STUCCO WRAP X;� INSTALLATION PROCEDURES
3/4 RESILIENT HER RESISTIVE 7
HAT CHANNEL BARRIER "2 g THICK, 3 COAT CEMENT WOOD SHEATHING
5ELF-AD�4E51VE FLA5�41NG - - - - - PLASTER WRB LAYER Ii FORTIFIBER
VINYL CASING BEAD
BUILDINCx PAPER
4
THICK, 3 COAT CEMENT % 2 1/2" CORNER BEAD' -' WRE3 LAYER *1,
PLASTER
FASTENED TO 5HEATHING l S UCCO WR P
5/S" TYPE 'k" ALL METAL LATH _ METAL LATH i I i T
W/TEXTU PA( WOO SH�ATHIN�s O.G. MAX.
W/TI a¢ 7 ZIP r Ysren -� x, ic- max-*-x
(NiPMMAIi SPEc$� I 8' THICK, 3 GOAT C1=MENT I I WR8 LAVER 02, r-ORTIFIBER
HI At GEMENt (2) 2xI HEADER PLASTER , I ; BUILDING PAPER
1.
x• ><
WR5 LAYER *1, 6"SELF-ADHERING: METAL LATH
Go E A 4' POSITIVE DRAIN STUCCO WRAP FLASHING
VINYL RN R BE D WEEP SCREED x \. THICK, 3 COAT CEMENT
WOOD SHEATHING (EXPLODED 13
VINYL CASING BEAD NO GAP IN FIELD VIEW FOR PLASTER
(SHOWN FOR CLARIFICATION OF !'� CLARITY)
SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP v
4 \,
RIP EDGE
D
11D . ' WR5 LAYER #2, FORTIFISER
INSTALLATION 5UILDING PAPER WINDOW FLANGE
-gyp -per �_----
NOTE: CORNER BEAD FRAME WRBL YER,
WOOD CONSTR.ICITON �j STUCG WR4P '
IF ZIP SHEATHING S S EM 15 / ,
INSTALLED, PLEAS S E
MANUFACTU RS 2 1 /2
WEATHER RESISTIVE \
INSTALLATIONPRO E URES JSARRIER 41 CORNER BEAD BUILDING PAPER RTIFIBER
WEATHER RESISTIVE (FASTENER 4 SPACING 7" O.G.) i
BARRIER 02 METAL LATH
1 � I
VINYL CASING BEAD THICK, 3 GOAT CEMENT N i f
. THICK, 3 COAT CEMENT ,
PLASTER
5/S' TYPE "X' DRYWALL
UL
METAL LATH PLASTER 1 ; ;
W/TEXTURED t PAINTED W9s iaj' g1�A SYSTEM
.� �o"SELF-ADHERINCx ' /
FLASHING
' THICK, 3 COAT CEMENT
PLASTER
%I THICK, 3 COAT GEMENt
DRIP GAP
VINYL GORr1ER BEAD VINYL CORP. 4' I: PLA5TER APPLIED
POSITIVE DRAIN
Ui SCREED DIRECTLY TO MASONRY WINDOW FLANGE
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY) 1 4- B CORNER BEAD @) BLOCK- 1 5 B CASING BEAD C) WINDOW
11EDRIP EDGE INSTALLATION ( FRAME, NO BAND
A R C H I T E C T
6
Grouse n
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PROJffiCT#
04321.000
MODELS
4EBB
"1828-CALI"
GARAGE BWMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
'`Awli `
DATE: 11 10 1 "i
IJCALE: 1 /4" =1' - 0"
SI�ET
ig
----------------------------------------------------------------------------------------
IF ZIP SHEATHING SYSTEM 15 Y4' CHAP T1'P " THICK, 3 COAT CEMENT -- 7
e THICK, 3 COAT CEMENT
INSTALLED, PLEASE SEE PLASTER
WOOD SHEATHING MANUFACTURERS CASING TRIM
R MAo P tAL ATH %� SEALANT ,
INSTALLATION PROCEDURES 1X TRIM MEMBER /� METAL LATH
m STUCCO To
STUCCO YWRAF Ki WOOD Si-(EA�i-iINCz SIDING TRANSITION LAYER "2, FORTIF15ER
UILDINCs PAPER
SIDING WOOD SHEATHING
WRB LAYER 02, FORTIF15ER T_a °
BUILDING PAPER
WRB LATER #I,
t
9 Nee wmnrnY"mW h wo"„ .r �.�r. WINDOW FRAME I
STUCCO WRAP
METAL LATH ' LAYER ---- WRB R 02, FORTIFIBER
' ' BUILDING PAPER '
WRB L E WRB LAYER "i,
" THICK, 3 coat cr=M Nt ' C . f WRB LAVER #2, FORTIFIBER st c W
STUCCO WRAP I - B A VINYL CASING
I ` I K _ BUILDINCx PAPER I CW/3/8" FLEXIBLE PVC BACKER ROD)
PLASTER � I
Vic' : i"IETAL LAIN CASING BEAD I .........,......,.......,,,,.,,,,..
6 SELF -ADHERING
FLASHING _ (°SELF-ADI-4EREING
VINYL ANGLED , �.fEXPLoDED s THICK, 3 GOAT CEMENT FLASHING OR PEEL E STICK
VIEW FOR LASTER
CASING BEAD I; cLARi ) SIDING TO STUCCO
WRB LAYER *1, Stucco WRAP,
WRAPPED AROUND FRAMING
'y C AS I N �B �E AD ! -
MEMBER
I
6" SELF ADHESIVE FLASHING
DRIP CAP (CROSS SECTION) I 1
WOOD SHEATHING I
WINDOW FLANGE g B L WRAP ' ', i+
2X FRAMING
VINYL ANCxLED CONSTRUCTION MEMBER DETAIL BELOW EXPLODED
CASING B A WOOD SHEATHING
FOR CLARITY -
i WEATHER R=915TIVE \ �'
WRB LAYER 02, FORTIFIBER \ BARRIER I - `•
'rr�� BUILDING: PAPER ' I BA�IERRRESISTIVE i 1 \ '------------------------------------------------------------------------------ ''.
\ ,
METAL LAtI-� i j / " x 7 Ya" LAP SIDIWI I / / \
#o : / I W%6'REVEAL i / ( LASHINCsDHERINIs ----------------------------------------- --------------------------------------
' 6' SELF -ADHERING ""r- yq�� TYP $" THICK, 3 COAT CEMENT
�\
" THICK, 3 GOAT CEMENT �� FLASHING ,G I Q WEATHER RESISTIVE /
PLASTER �, BARRIER ,CASING BEAD PLASTER
STARTER STRIP / WEATHER RESISTIVE /
SEALANT fiC WINDOW METAL LATH
(o "SELF -ApHERING , 'Q �.� �) � \ a BARRIER "2 J ,
FLASHING O NOT CAU K O I \� y b" SELF-ADHERINGz
AL OPE IN 1 / FLASHING ,
CsALv' AL GALv'D METAL
DRIP CA r FLA I DO NOTT CAULK OR UIL LAGG PRAPER RTIFIBER
I MULATp I SEAL OPENING WINDOW FRAME
WINDOW FLANGE T MEMB R OOD SHEATHING
j�BEAD
(� I
CASING BEAD WINDOW IY'X6'SIMULATED j a
w4UOD TRIM MEMBER
( FRAME, W/BAND)`-
SEAL GAP W/GAULKING ia- ,:s:.�,ays ensasn a nrr�n •- -' e
/ OR APPROVED SEALANT I I
\ STUCCO CASING j
/
SIDING TO STUCCO BEAD WRB LAYER 01,
STUCCO WRAP
NOTE- C� BLOCK TO FRAME
IF ZIP SHEATHING SYSTEM 15 TRANSITION
WOOD 51-(EAT{-(INCx INSTALLED, PLEASE SEE 1�
% 6° WIDE PEEL 4 STICK
MANUFACTURERS OVER FLANGE
INSTALLATION PROCEDURES WINDOW FLANGE
METAL LATI-( NOTE: E-Z BEAD VINYL CASING
METAL LATH: LATH TO BE PER 1=8C (W//8 3 X
2X FRAMING FLEXIBLE PVC BACKER ROD) I
WRB LATER *I, R-03.6.1 / ASTI' I G-847-09, MIN_ 2.5 LBS. , MEMBER \
STUCCO WRAP UJOCE) 6i 4r=ATT 41NG PER Sa. WARD (UTILITY OR NOMINAL + APPLY FULL BED OF SEALANT BETWEEN
LATH DOES NOT MEET SPECII=IGATIONS) FLANGE E BUILDING WRAP
BUILDING
WRB LAYER 02, FORTIEIBER WRAP
BUILDING PAPER WOODCONSTRUGTIGN
BEYOND _ LAS ING DHERING
THICK, 3 GOAT CEMENT STl�GGO l,U�',Qj� WEaTI_IERREsIs RESISTIVE I
BARRIER "I Ws
WEATHER RESISTIVE
PLASTER BARRIER "I TO LAP
! BARRIERSISTIvE �{ B E A D WINDOW
X Xi WfR5 LA**T� IR *2, FOf' IFIf5 fR bt% REVEAL02
PSIDING /// X ASHING /, I 1
a ; ,
. ,I , / I � WE R RESISTIVE 16
5UILDING f=Af=EfR 6'SELF-ADHERING
VINYL ANGLEDIER"1
\ { i FLASHING: BARRERRESISTIVE
GAS(NC BEAD�� �� �� STARTER STRIP / \\ /
VINYL CASING BEAD �• ' a� 'Z" FLA METAL
-t /� M DO NOT CAULK OIR I I Z" FLASHING
II T I4 I CK, 3 GOAT C E I E N T SAL OPENING \ 1 � � „" � SEAL OPENDO NOT UNGs LK �
(EXPLODED 8 GALV'D METAL WEATHER RESISTIVE
VIEW FOR PLA5T IR 'Z' r-A�+ING BARRIER "1 TO LAP LEGEND
I Y' X Co' SIMULATED 6MIIN. ABOVE TOP
CLARITY) W&OD TRIM MEMBER
II EAD �wi3b' FLEXIBLE SI \ ` , II Ywoop 6M MEMBER DRAINAGE PLANE (WRB
BACKER ROD) \ / ' SELF -ADHERING LAYER #1, STUCCO WRAP)
e" Iru=FADHERING \ I I FLASHING WRB LAYER #2 (FORTIFIBER
&Ys' THICK 3 GOAT \1 I ' SEAL GAP W/CA ILKING — — — —
MENTTHICF`'LASTER OR APPROVED SEALANT BUILDING PAPER)
WEATHER RESISTIVE _ WEATHER RESISTIVE
CASING BEAD � RAISED BARRIER BARRIER ry METAL LATH x—x—x—x
WEATHER RESISTIVE E-Z BEAD VINYL CASING
BARRIER *2 (W/%' FLEXIBLE PVC
BACKER ROD) STUCCO
BAND (FRAME) SIDING TO STUCCO WEATHERR-SISTIVE
17A® FRAME TO FRAME BA�IER WOOD SI4EATI4ING
SCALE- 1 1/2' =1 -ID' TRANSITION OR T/16TAL ZIP PER
MA NCs SYSTIEM
(INSTALLED PER MANUF. SPECS,)
19 SELF-ADHESIVE FLASHING — — — —
ARCHITECTS
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PROJECT#
04321.000
MODEIs
4EBB
"1828-CALI"
GARAGE PJW NG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHI-)
TECT
STATE OF FLORIDA
0
DAT&. 11 /10 /17
8CALE: 1 /4rr =1'- 011
1�i�' ` /I
CUT HOUIMM
AT 45' ANGLE
MODIFIED 'I' CU't
IN HOUSEWRAP
LINE OF L
OPENING
APPROVED NOUSEWRAP
OVER &HEAT -ZING OVER
UV STUD WALL
STEP 1
INSTALL b'
of-LF-ADHERING
FLASHING OVER
NAILING FLANGE AT
JAMB.`+
EXTEND FLASHING MIN
I' BELOW SILL
FLEXIBLE FLASING
DO NOT SEAL BOTrOM
PIN
STEP 6
TEMPORARILY
FOLD -UP t SEC
HOUSEWRAP(0
TUCK FLAP UNC
at HEAD
FOLD HOUSEW
IN AT JAMBS 4
SLOPE SILL R
INSTALL b'
SELF -ADHERING
FLASHING OVER
VINYL HEAD
FLASHING (WITH END
DAMS) NAILING
FLANGE
I
EXTEND
SELF--ADHERI
ir
FLASHING I' MI
INSTiQLL VINYL
CAP X
MIN
STEP r
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
IDE ADHESIVE
;XIBLE FLASHIN
✓ER DRIP CAP
ECTO-WRAP
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL W] ZAP )
Noi€:
IF SIP 51-4EAT�IINCx SYeTEM 15 INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROGEpURES
Y
om
NG
DINT
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS J SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER, MANUPACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
,N AND SEAL JAMB TO SILL JOINTS WITH
1199 FOLLOWINGS COMPLETION OF
RIOR RETROFIT WORK
NOTE:
RI=PAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENINGS
NotE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
A R C H I T E C T S
Up —Inc.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #5
PROJECT#
04321.000
�[ODEIs
4EBB
"1828- CALI"
r�wtzwGE 8w=xa:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
nATrjC; 11/10/17
ISSCAL b 1/4"=1'-0"
8ITIMT
WA5
V
2x(o 5U5-5ANt)
W/1"x4" NOTCH m
END, WRAPPED IN
PFFL 4 STICK
DRIP EDGE
-1/8' TEXTURED
FINISH a WOOD
1/2" TEXTURED
FINISH 6 CMU
METAL FASCIA \
WRAP Yell FROM \
STUCCO, 1" FROM i\
WOOD WALL \
EXTERIOR WALL \
(FRAME OR GMU) \\
NOTE: NOTCH FOR 2X6
SUB BAND ONLY
METAL FASCIA WRAP
2X6 5U5 BAND
Z�z
( ) FL AN E3-
1/8' TEXTURED
FINISH a WOOD,
1/2' TEXTURED
FINISH im CMU
AL LATH
I WOOD SHEATHING
f OR cMu
{ WRr3 LAYER *I,
K STUCCO WRAP (FRAME ONLY)
WRS LAYER "2, FORTIF15ER
BUILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
\
ROOF KICK OUT REMOVED
\\ FOR CLARITY
\ ROOF DECK (5EYOND)
\ DRIP EDGE, I" OFF WALL
�x VNOT INTO 5TUCC0)
�
1
( )ELEVATION
F=L AN A
�- 1-7/8" TEXTURED FINISH
/ WOOD, 1/2" TEXTURED
�i FINISH ID CMU
'--�2x6 SUB -RAND W/1"x4" NOTCH 'w
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
DRIP EDGE
METAL KICK OUT
x
x
x
x
x x
x
x
x
x x x
x
x
x
x
x
x x x
x
-
iw
x
x
x
x
x
x x x
x
x
x x
x
x
x
x
x
x
x
x x x
x
x
x
x
x
x
x
x
x
x
x
x x x
x
x
x
x
x
x
x
x
x
x x
x
x
x
x
x
x
x
x
x
x>
x x
x
x
x
x
x
x
x
x
x x
x
x
x
x
x
x
i
x
x
x
x
x
/-
--r
x
w
w�
NOTE:
IF ZIP SHEATHING SY5TEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
rYl:„
PRE-ENG') TRU55 TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FIN15+ 4
2 °x4"x4' -m"
SCABBED TO TRUSS
W/126 NAILS roll-8"
O.G. MAX.
2x SUB -BAND W/1y"x4"
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL @ WALL
SUB BAND DETAIL Ca) WALL
W/KICK— (JUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF -
DRIP EDGE
2x SU5-5AND
W/IYHx4" NOTCH -m
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOT= EDGE
OMITTED FOR
CLARITY
ME OR CMU
WALL KICK -OUT FLASHING
LT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENT5)
METAL FLASHING, WRAPPED
MIN. Y4" A5OVE 50TTOM OF
DRIP EDGE
2x SUB -BAND
W/1Yz"x4" NOTCH .8
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
a.AA #: 0003325AAAA
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CREEKSIDE
LOT #5
PR
MOOJECT#
04321.000
DEIx
4EBB
1111828— CALI"
GARAGFE t WWG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
I)A I)ATM 11/10/17
SCALE: 1 /4" =1'— 0"
SHEET
FAO'