HomeMy WebLinkAboutCONSTRUCTION PLAN• STATE OF FLORIDA
CERTIFIED BUILDING
DESIGN CRITERIA.:
CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
IsALL LOCAL AND STATE CODES
D.R.
HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(32t) 733-7092
FAX:
(32t) 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
`.rAli :_ 'CHECKED BY:
•OCCUPANCY
• CONSTRUCTION TYPE
• MIN. INTERIOR FINISH
• BASIC WIND SPEED
•EXPOSURE
el —STORY RESIDENCE
• 2—STORY RESIDENCE
13
9 9 __1828
r ------------------ I r 1 -1(,99
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(32t)
733-7972
— RESIDENTIAL, GROUP R3
—VB
— CLASS B
— Vult=160 MPH
Vasd=124 MPH
—C
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
j SQ.FT. CALC.'S
LIVING
ISI(o SQ. i .
GARAGE
430 SQ. 1=T
ENTRY
16 SQ. 1= .
LANAI
80 SQ. 1=T,
TOTAL
2442 SQ. 1=T.
A/C VOLUPtE
,asp
ABBREVIATIONS
ABV.
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADIUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MID,
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
DISK
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
EXH,
EXHAUST
SIM.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
F.G./FX .
FDIED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FIR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTG.
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.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
IUT,
INTERIOR
W.I.
WROUGHT IRON
- REVISIONS
REV. I DATE I DESCRIPTION
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6ATt
1 P T ON J4Bt
I? �two
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INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG Cl—COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG IA —DOWEL PLAN
PG IB LINTEL SCHEDULE
PG 1B.1—SAFE LOAD TABLES
PG 2 —FLOOR PLAN V
PG 3D—ELEVATIONS
PG 4D—FRAMING PLAN
PG 4.2—CONNECTOR SCHEDULE ALL MANUFACTURES LABLES SHOWING
PG 5—ELECTRICAL PLAN U FACTORS AND SHGC COMPLIANCE
PG 6—HVAC PLAN WITH FBC ENERGY CODE MUST
PG DI —FOUNDATION DETAILS SECTIONS REMAIN ON ALL DOORS AND WINDOWS/ UNTIL INSPECTIONS ARE APPROVED
PG D2-1—STORY WALL SECTIONS & NOTES (SHINGLE)
PG D3-2—STORY WALL SECTIONS (SHINGLE)
PG D4—MISC. DETAILS
PG D5—PRODUCT APPROVAL
PG WAl—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS CONCEA`Ea Fas NETS °A,;A O� JHEN� PG WA3—WALL ASSEMBLY DETAILS p�ETH jRAC OR4F RcCORD
PG WA4—WALL ASSEMBLY DETAILS GON
PG WA5—WALL ASSEMBLY DETAIERMITE IREATMENT
PG WA6—WALL ASSEMBLY DETAIL
RERUIRFD
THESE PLANS AND 91. PR3pM 10*�
ARE SMECT TO JO'Yli C �i`�'E"ONNS
REGUIREDBY FIELD IN SPEC" ORS of '
WAY SE NECE&WY SRC ORDER TO
WITH ALL APPLICABLE CODES.
6-9
J-441 N. RONALD REAGAN BLVD_
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325 14
CREEKSIDE
LOT #3
IznomccTts
04-321.000
PAGE-.
COVER
PAGE
1
60 MIDI ESP. C
ARCHITECT-
_STATE OF FLORIDA
C
-ykico"
-AL
O M, 11/10/17
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01
MMEOPF
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7. COMPACTION BY FL00 ING OR
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. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
IV. POOLROOMS 75 OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
V. BALCONIES AND DECKS 40 JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
VI. STAIRS 40
VII. ALL OTHER ROOMS 40 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
B. FLOOR DEAD LOADS R301.4 15 (PSF) CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
C. ROOF LIVE LOADS R301.6 ** IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
I. 'MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF) 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/"
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
11
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.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WINCH 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.
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.
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.
i 1. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRE SS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
OARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIFIR
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).
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/".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
c. Ar�r�- i tip �tv�s�YtcRED W00 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 = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
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.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SCE.
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 TIVIS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONc'
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, 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 F m = 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 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 19DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). (2014).
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/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 31$ 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 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X Wl A 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"
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
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'/ -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'/2 THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 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 DESIGN SPECIFICATIONS (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, f" 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-1063-11A & 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) .
ARCHITECTS°
:1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ARCHITECT:
STATE OF FLORIDA
i.1/10/17
--
17'-411 1,
1
� O
11
D1
la O
@
4" CONC.
319/
/
I
pl
411
(L w
1
Q
SLA5
EXTEND END OF PVC.GONG
I SLA5
tGOND.\
°�
CHASE UP 12" A50VE
5
COND. GONG. PAD
-
I
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\T
10
1
D1
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SLAB 1 1/2"
■
I
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1=1N. CONC. SLAB
TYP. \
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W1.4XW1.4 WWM ON 6-MIL
POLY -ETHYLENE VAPOR RETARDER
ON WELL -COMPACTED CLEAN
i FILL TERMITE TREATMENT SHALL
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�1 CHASE \\ �''�
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4
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PER r'LDG. CODE
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a
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31-211
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EXTEND
SLAB 1 1/2"
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— SINK 1[ I REF [
I[ L_�_J
[ I" PYG CHASE
[ FOR ELEC. TO
RANGE I ISLAND
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f
0'-0" ELEV.
I
1=1N. CONC. SLAB
SLA$ 1 I/2"
■
:Pal G
2'-5' 31=411
4'-411
F 0 U N D A 0 N
■
■
3'-&' , 2'-J" ,II'-I1■
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2Xro WALL LU_ALL I ■
mlO,
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Im �
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NJ
P LA l\
NOTES-
- VERIF'r CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014).
2 � 2" 1/TR
1 I ir I \� KITCHEN
/2'2 �� VTR
1/2" SINK W/
2 ° AUTO VENT 2
I I I/2�"�`
II I
2" 11/2L �21
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LAv112 3" LAv I 2 TUI:3
I I
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2' SHU R 1/2"
211 WASr-DER
2�1
411
r r (`� S
CO
TO
]DIAGRAM r'lAIN
SECURE STRAP TO
UNIT W/ (2) 08xl 1/4
A/C
SHT MTL SCREWS
UNIT
SIMPSON W5 ROLL
STRAP OR EQUAL
FIT
SECURE STRAP TO
CONC.
CONC. W/ (2)-3/I6 "X2'
SLA5
TAP -CONS
//C
CONNECTIONN
T
PAI.D DETAIL
R
NOTE: MAIN CONps DRAIN 3/4" PIA.
OVER HEAD S 12' FROM STRUCTURE
A R C H I T E C T S
J-441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
0003325
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s {
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ARCHITECT
._ :ATE OF FLORIDA
A R C H IT EC T S
1,1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 A
- - -
rJUBIlorv. ad 1.07%
CREEKSIDE
LOT #3
]PftojzcT#
04321.000
ARCHITECT
(37 L'- , i A= OF FLORIDA
ROLAND A, AB(Ol.)CHACRA,
ARNO 93723
FWANT
L-)Wrjg.,- 11/10/17
S- C A.LM 1/4" == 1'- 0"
(9
09 3052
(2) 062-5H
Do
�61
Zd)
d)
A
BW
OWNER'S
Cl T TrrllT-1
C2 - 0 t-0 " 9-3 .
0.
BATH
6-8` CLG.
BDRM. #4/
,r%,"A,r
00
6-8' C:LC%.
0
r-----
L-----J
GARAGE
151-51c.
------------
LANAI
DINING
ROOM
OF a� " c Ec
Lm.lv
I 1 51-51
J,
ENTRY-
61-811 CLG.
- - - - - - - - - - - - - - - - - - - -
(D
;:;CHEDL:�E
LINTEL
NOTE:
THE LINTELS MAY BE 5U55TITUTE:) WITH LINTELS 1-ROM ANOTHER
MANUr-ACTURER AS LONG AS THE LINTELS ARE OF- EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
6-5' CLG.
8 L- 6
TOYER—
'0
8 L- 3
(2) 3052-5H
LIVING ROOM
8'-8" CLG.
KITCHEN
81-511 rLC;;.
0
mmm
' PAN.
a' -all cL
BDRM.#
6-8" C:LC:;.
(r
BATH
6-8- CLG.
L 1(2) 30r52-SH
1 r
el
:td)
L-2
QW
LINTEL SCHEDULE
L INTEL
LENGT4
T"1rfpr
COMMENTS
No.
L 1
111-411
r
L 2
4 1-9,1
OeAT
3
_11-611
15/1T
L
-
NOT USED
-4
FrrNOT
L 5
USED
L 6
.11-6ll
8F24-15/IT
1 9
L I
&f;a=6_0l5/lT
IA5V. DOOR A55r=t'15LT'
A R C H I T E C T S
L441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 A
ffi
CREEKSIDE
LOT #3
PftOJZCT#
04321.000
AIRCHTECT
STATE OF FLORIDA
PIRM , NMI
1-1/10 /17
SCAI,Z-* 1/4"=1,-0"
MMIREMT
TD
JL)
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
a" PRECAST U-LINTELS
�"�`"
3F8-@5
7 F @B 81=16-@ 20-@
24-@
28-0
32-@
-..1�1C�
�.
F 8-I
12-18 8=16-18 &3F2@-I5
324-ice
81=28-1k3
81=32-1
.
M 3166
44i3 6039 rt526
900
10412
119367
l� �� - ._
:2::'-10 �34) ', 1 4 °
2302
-.
3166
44rt3 6039 ', 1526
9004
104rt2
11936
3138
.33i-t 4689 " 6001
-1315
4
F16 30
994-1 „
.u. ' 42 " ' CAST
2 304 '
3166
�--
4413 6039 I -1526
S004
104-12
11936
1
2325
249t !i 34rol 4435
5410
6384
135
4'-�° �4 '' PRECAST
02
2646
-4. 6039 I526
W04
104-12
11936
1-18-
1913 26513403
4149
§ 4896
5644
,{ /,�+� / } 1 / y-
4' -KJ" l �4'1 ! FFREGA5 1
� 2110
02-1 6039 1526
S004
10412
9(o68 1
®
1223
1301 1809 231-t
2826
3336
3846
5'-4` (64") i=REGAST
laZ
1� 665
2889 505� 6096
„w 400
6424-
".450
1000
1059 14�4 1889
2304
2rt21
313�� 1
5'-10"�-IO°)PRECAST
1459
2464 4144 5458
4431
5280
6122
°
125E
"101 3263 46
3358
Sell
4565
�' - a (-IS") PRECAST
93
-
1255
`2101 33c3& 5260
1134
899E
6890
1029
1675 2355 1994
2439
2886
3333
,;' (90°)PRECAST
(07
1029
1671E 2610 3839
5596
6613
504-t
632
1049 1469 1210
1482
1154
2021
9'-4" 1112") PREGA51
=
w -168
1212 151a 2544
346?,
4030
I 312-1
1 482
802 1125 915
1122
1328
153E
10'-6"(126") PRECAST
45
.-,
102�" 1514 20@51
2rti4
" 3130
2404 I
658
-
I 5Q8
935 1365 - 1854
235E
1193
2015
• - _ PRECAST
445
59a
935 1365 1854
2441
315E
4044
y ✓'3
'364 1254 1689
1570
1515
12'-0" 044") PRECAST
555
864 1254 1693
2211
2832
3590
4,1�
F 1028 1331
l6 : =
1224
1418
.. (°160") PRECAST
-
4
? 1016 1438
185E
2343
.
14'-0"(1t 8") T
381
7,3 8
3 919 1190
1462
108-1
k.
r-
x
PREC�^=
455
rt@ 003 1335
i 14
2153
26
NR
NR NR NR
`
NR
14' -8" C 1�6") PRESTRESSED
N R
r
-i65 ¢ 13rt0 204E
2610
308 7
3-165
rt
NR NR NR
NR
NR
NR
1230 185E
2310
2890
3410
NR°''R NR
NR
NR
NR
1-1' -4" (208"� PRESTRESSED
�< R.
310
530 I 950 1400
1800
2200
2600
NR
Nl " NR
NR
NR
NR
119'-4" (232") FRE5TREBBED
N.R.
240
400 750 1090
1400
1120
2030
21'-4" (25(o")PRESTRESSED N.R.
NR
NR NR NR
NR
NR
NR
103
I 330 010 940
1340
1780 a
2110
NR
NR �NR NR
NR
NR
NR
\.R.
160
300 5-10 5-10
125@
16(00
1910
NR
NR NR NR
NR
NR
NR
24'-O'(288") PRESTRESSED N.R.
i
130
= 0 `?- m 720
1030
1350
1610
MAT RiAL 5
i, f'c precast lintels = 3500 psi.
2. f'c prestresseo lintels = 6000 psi.
3. f'c grout = 3000 psi w/ maximum 3/5" aggregate.
4. Concrete masonry units per A5T1" i C90 w/
minimum net area compressive strength = 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 CzR40 or CzR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation-
-T. -1/32 wire per ,45TM A5I0.
S. Mortar per A6-`1`1 G210 type M or S.
3 PRECA5T 4 PRE6TRE55ED U-LiNTELS
LATERAL
TAP 2-=8-1
LENGµ� _8-2
SF12-1�
SF16-IT
81=2
24-It81=28-1t 9F32-1t
SUS 8F8
12-2t
16-2t
20 �
24-2 28-2T 8F32-29
fro569
2'-10" l34") PR_ 7 .;_. 2-72-1
212-1
2818
4101
5332
1811 9055
`2 2021
66 401 - 30 8851
2184
3981
5190
3'-&" (42 ") =RECA5�" 2165
"465
2289
3260
4231
�
521. « 204 1192
509'-6061 Qv-1036 �
1251
2215
3165
4125
1818
4'-0" (48") PRECAST 18-18
1989
2832
3660
4532
6245
5264 0 6110
1925
2rt50
3583
4422
4 ° -(" (54" ' @REC,45� 1 ' o60
1660
I- 62
2501
325i
4010
4-i6-1 5525 , -r
4658 5406 I
1105
2435
3V1i
3913
1393*
__ (64') PRRECAST
1393
1212*
s 10 { -10 : ry wCAST 12-12
1484
143-1
1351
2110
2050
1930
2 T141
2610
250E
33-15
3293
3064
4010 4648
50S
3920 4549
366E 424-T
3583 415-1 10
505
; ;
131E
18-i5
2441
3010
P:ECAST 1141 «
1141
1200
1'133
2250
2169
3290 3512
��.. 0 i
3216 3132
88�
1182
1684
2192
2103
-1' -& ll C90") PRECAST 359«
990
912
1415
1914
2354
219� 3240 M '
219-1 324E
1852 '144 1
22-11 - 2634 4
ro30
1029
1466
130-,
2351
(112") PRECAST 601*
501
612
155
950
1192
1269
1550
t1560
`` 1910
'116,
10'-(oYl26") PRECAST
116
495
rt93
1027
1261
i4e& 1131 ' �
-
k 2358 i
4 `., '
611
1039
1389
1"i1
666*
PRECAST
666
60-1 *
12' -0" (144") PRECAST 631
439
696
899
11 Ul I " �091 1515 �
363
159E 1896 2198
1001 1186 1312
►514 A Mee 2086 % 340
556
4 4.
535
400
486
905
631
S18
129E
816
12@9
- 500*
13 4 (160) FREGAc".
513
340
40S 1
532
682
686
004
841 99i 1153 .
fi
136TM1 ilg>31 189i
3
'4'-0°11�8") PRECAST 458*
548
316
493
�635
.-� �
922 1065
286
3(00
318
6290
922
1254
156i 1816
243
295
459
591
124
85-i s 990
PRESTRESSED 243
228
15'.-4`' 184` 1='RESTRESSED
228
1491 1rt42 N`R.
801 925
N.R.
1351 16-16
35
32-I
352
218
582
430
852
�� 553
11 6
67i
329
542
'ICJI
2
168
236
361
464
561
6"10 -114
11'-4" (208")PRE5TRE55E7-) 185
1121 1389 N.R.
255
2'16
449
649
8"14
165
'9' -4" (232 ") PRESTRESSED
E 165
20-T
313
401
490
5rt8 661
N.R.
204
239
383
550
'i36
(370,1 1160
1 145
21-�., �6")Pi2EStRESSED
142
156
218
356
433
512 590
N_R.
1��
212
336
4rt1
635
801 993
22'-0"(2b4")PRESTRESSED 140
131
180
268
343
418
4938
N-R,1
1
205
322
451 1
60-t
-I-I1.. .,
121
24`-"'"288') PRESTRESSED
124
165
244
312
380
447
N.R.
135
186
290
408
538
680 833
*REDUCE VALUE BY 25go FOR GRADE 40 PIELD REBAR
t'' R=-GAST W/ RECr=55 DOOR U-LINTELS
fRA V � T
T1-FE
SRU6
814F6-@
�lfd-mB Si�14-08 8t�18-0® 81�F22-@
8i�26 �-";�.' 8i�3f7-?3
L EN(", T-1
�
Si��-16
Alta -ice
8i�14-18
8R1=18-1�3
8i�22-IR
8F�26-ice
�i�=3fl�-1� u
(52) 1='RECAST
1489
1591
-`
3053
2982
3954
4929
5904
6880
182i
3412
4982
64-12
-194-1
941ro
10818
4'-�" ( ") PRECAST
1357
2182
2'114
3600
448-T
S3rt5
6264
1102
3412
4952
64-12
194-1
9416
I08rt8
832
1602
1550
205�O
2566
30-t5
3585
' -S" l �S") PRECAST
-155
1153
2162
4014
64-12
6516
5814
.
683
7l9
1500
1449
1924
2400
28-16
3352
5' -10" (70'�) PRECAST
-135
1103
2051
3511
64-'2
651e,
- 450
641
6(SO„) PREGA5T
822
907
16 ?1
2933
2�6
38811i72
22
505
90i
16irt
293a :
4100
(03-23230
'4,
13 rt
2"',
1958
2451
294-61
1' - 0 C9011) PRECAST
665
164
1 i
232�n
3609
549a
6624A
-31 2
") PRECAST
3�1
420
834
1253
1011
1342
1614
1886
535
928
149-t
21-19
2618
359E
28-i5
S" FRECA5T W1 2" RECE55 DOOR U-LINTELS
•
LEN
8Rl=6-1T 8R]=1@-1T 8RI=14-iT 8R=18-IT sR=22-iT SR:26-IT 8R1=3@-+
5RU6 8iR1`6
SRr-6-2T 8RI=10-2T 8R3=14-2T 810=18-2T 81;F1=22-2T SS6=26-2 8RI=30-2
4'-4" (52') PRECAST
1244 1513
1244 1519
2413
2339
3260
31-'0
4112 496-1 I OE
= 932
4005 4850 5&9 v
3931 4-t56
53
932
553
-6 (54��) PRECA5T
1192 150-1
2311
3121
1192 145t
2240
3036
s - ea 464a 54-
924 lli2
1-195
2423-.
3689 4325
a, ,;-d^ AST
- (68 __B
501
51
924 1 1132
1-741
235-1
2're 3603 4230
696* 1138
1-142
2352
2965 k 5551 4198
5'- 10 ° C 0") PREC
469
"
89 1099
l69®
2288
2891 349-1 4106
I
„ „
6 -S (SO ) PRECAST
I-t8 a82
1513
2042
25?13 3101 3642
830
1100
178 956
1468
IeWl
2509 �... , .. - v 3563
688 697
1325
1810
2250 2-153 322
1 - " ll) i�1:'E
�g0c,aST
-10 a
.1
688 849
1302
1762
2225 2690 315711
S" (116 °) PRECAST
533* 433
808
1123
1413 1-104 1995 .
516
614
533 52-1
1009
1369
1-128 1 2088 1 2450
T"'rPE D 51L..hI ATION
C5I
NOMINAL WIDTH -i
NOMINAL HE IG14T
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All Iintels meet or exceed L/360 vertical deflection, except lintels irt'-4" and
longer with a nominal height o^ 8" meet or exceed L/180.
6. Bottom field added rebar to ce located at the bottom of the lintel cavity.
7. -i/32" diameter wire stirrups are welded tc the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be brovideo in composite lintel in lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACi 318 and ACI 530
= FILLED WITH GROUT / U = UNFILLED
allANTIT't' OF S REBAR At
BOTTOM OF LINTEL CAV i T`r'
LQUANTITY OF 05
REBAR AT TOP
oREDUCE VALUE B*' 15% FOR GRADE 40 FIELD REBAR
4 a'
0.
• � f
a� a
a
.. r
a
rt-5/8'AGTUAL
�"5 REAR At TOP
MIN. (1) REa7-)
1-1/2" CLEAR
C.M.U.
GROUT
05 REBAR AT BOTTOM
OF LINTEL CAVITY
\- BOTTOM REINFORCING
PROVIDED IN LINTEL
8" NOMINAL WIDTH (VARIES)
SAFE LOAD TA5LE NCTE5
1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20%' if bearing length is less than 6 -I/2".
Safe loads for all recessed lintels based on 8" nominal bearing.
2. N.R. = Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
(o. One 01 rebar may be substituted for two S rebars in S" lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
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.
C Ii IT E C T
11441 N. RONALD REAGAN BLVD.
I LONGWOOD, FL 32750
PH:407-774-6078
FAX:407-774-4078
www.abdesigngroup.com I
s. AA #: 0003325 -A
REEKSIDE
LOT
,. PROJZCT#
ARCHITECT
STATE OF FLORIDA
11/10/17
00WONENT AND CLADDING WINDLOADS
�/�
W , EAy R FOR 3 SE0 M
OFEISM SGFE 7,
AND TYPE POTAUF
MIN. WINDOW
jO 34J-45
CRITERIA
EXTERIOR SWING
21 5 32/-42
DR. MIN. CRITERIA
S.G.D. MIN.
-12 5 30/-3-t
CRITERIA
160rt0 O.I-4D. 2C3/-35
SOFFIT = 316J-388
IF
ROOF TILE NJA -582g APPLICA5L1=
BASIC WIND SPEED MPH- 160 (Vult) INTERNAL
TIRESSURE COEFFICENT = f 0.18 BLDG. CAT.= II,
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.
E Q. E 0,
I
(()VANITY
SQ.FT.
CALC.'S
LIVING
1916 SQ. FT.
GARAGE
430 SQ. FT,
ENTRY
16 SQ. FT.
LANAI
80 5Q. FT.
TOTAL
2442 SQ. FT,
A/C VOLUME
16 (d86 5
EXTERIOR MA50NRY
WALL 5RG. HE IC I -ITS
W - 8" 5RC�.
�II
o
^L�I—QII
10'-011
7 6X6 POST
(2 TYP)
LANAI
8'-8" CLG.
131-411
6068 SJ3-D.
DINING
ROOM
1'-10" CLG.
OWNER'S
SUITE
s'-8" CLG.
2X8
z �I 111�
5'-011 '- a' r10
f
MI
8'-8° CLG. 1 \14
a' -all CLG
1 YO —811 / I_mll VI 2'—�1 fC�'-8" 1&—
KC%% 1',
V. C.
5HWR PAN
- 5--I 1R- ISN
111
LAUN. 1 -0
CLG.
r— -i
BDRM. #4/
DE1� —_—�
8' -8" CLG.
' U } V.I I C. �4(!:J 111 �II IL
41— II 31—ij 11 I I 51-411
251-211
12'-411
LIVING ROOM
CLG.
b36 I
KITCHEN
1
— — — 8' - 8"
I W OPT-
D
b3� b24 � I REF
s
- L--J
Vi-1011 W 21—ljjj 11 161 II
b36 RANGE
PAN. �
O — b 6 8' - S" CLCz M
o
/ WE 21f411
'-4
m W+�.
5OLLARD
AS REQ.
PER 5LDG.
CODE
r 22 "x54" 1
ATTIC I
LACC�SS o J
GARAGE
81-811 CLG.
2'-8" I 16'—�fi11
FOYER-
S' -8" CLG.
3068 W/
36 "XIO" TRANS.
ENTRY
8'
BDRM
N
0tu
II
LD
0
I
01,
LAV.-
�I I UI> >Al `�
I 5 J. BATH 2 m
al-
V. `4 -in2'-8" 11'-011
I
BDRM. #2
I0 -1 6-8" CLG. �
-
a9 flC 1 �
`r' I (2) 3062 -SH
�_ � EGRE58
QQ � II
41-0"
4'-411
10' - 01I
14' - 0"
r�
DSL.
TOP
PLATE
u
1
m
A BAR DETAIL
SCALE: 1t2"= I' -0"
F1LOOllZ P L A NT'
NOTE:
-2-8 LOUV. DOOR WJ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN,
- FRONT DOOR ASSEMBLY TO 5E THERMA-TRU 1=15ERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E
EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TN ED. (2014).
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
1/10/17
93CALZO
2
, EF',foZ3.
FIN. K.R.
12
ror --.-o
CO
-
H
Ri"" 7
TEXTURED FINISI4
12
8' - 8" BRj3. 1-1GT.
1'-0"'
11E
WA3
TYP.
WA
V -0" FIN. FLR.
C-O" PIN. PLR,_-- —
E1,11 lv-rA.TION
OPP RIDGE VENT
P1'PON LV12X24
OR EQUIVALENT
,L 8'-8" BRG. i-IGT. 8'-V BRG. I-IGT.
1'-011
r Y r • OPT. COACT -I -
LIGHT
_ 0-0" FIN. PLR. 0' -0" PIN. PLR
OFF RIDG1= VENT
b
r
cv }—
A'
-LEFT ELEv7IN
TEXTURED PINI$H
I H T
TEXTURED PINISH
OFP RIDGE VENT
ELE VAT-4i,
I Al
OFF RIDGE VENT
EQ.
LiLl � M--
I Lill 11 71
Fl_-.,0N'l-I"'_ ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1
—At
12 v�li P14A
SN INCxLE
ROOF
EQ.
PYfi'ON
BKTIiXI-1 OR
EQUI VALI=NT
,, 80 — 8" BRG. i—IGT.
011
1 -
Uo"X&2" PYPON
DECO.
SHUTTER OR
o
EQUIVALENT
TYP.
4" RAISED
#-
BAND (TYPJ
0-0" PIN. PLR.
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
= .5 X 1176
IN UPPER PORTION OF ATTIC
= 588 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL #OF VENTS REQUIRED
= 5.11
TOTAL# OF VENTS PROVI DED
= 6
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIR',
84.00
8' -8" BRG. NGT.
1"-0"
11
WA
TYP.
OL
0'-0" PIN. PLR.
Design
roupinc.
1 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
W
W
:y
� a
U
a
i
)
h
U
�
1
f
ARCHITECT:
STATE OF FLORIDA
AR NO 9372�
A R C H IT E C TS
1144, ',"NALD REAGAN BLVI
Lo GWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
0�66
MV. a�cLO�Tt
CREEKSIDE
LOT #3
YlCCT#
04321.000
,,9CHrTEcT:
STATE OF FLORIDA
.-J
44
so(LAND A. AB('YJCHACRA
AR NO 93723
DAITM- 11/10/17
44 i TEIM T
1(IIJ1
.
,I CONTROL ,.SATE. 01.
f �.
L
i
DES
'UPLIFT
GRAVITY DES.
UPLIFT
URAV!-v FASTENER
META-16
1450
PTA 16-IS
1625
(8) 106 x 1 1/2" 1-PLY, (6) hod 2-PLY, (USP: (10) led X 1 1/2' - NO 16d OPTION)F1
1985
2800
(10) led x 1 1/2" i-PLY, (U5P: (10) 106 x 1 1/2')
C2) META-16
.......... ...
HETA-16
__-- (2) PTA 16-18
25rt5
(14) 166 2-PLY (USP: NO 16d OPTION)
1510
HTA 16
18-t0
(9) led x 1 1/2" 1-PLY, (6) lfod 2-PLY USP: (10) led x 1 1/2", NO Ibd OPTION
HETA-20
(2) HETA-20
i8rt0
1810
PTA 20
(9) led x 1 1/2" 1-PLY, (8) 16d 2-PLY USP: (10) led x 1 1/2", NO 16d OPTION
2035
(2) PTA-20
3230
(10) led x 1 1/2" I -PLY USP: (10) 10d x 1 1/2"
2500
(12) 166 2-PLY (USP: NO 16d OPTION)
°.
LGT-2
2150
LUGT-2
1550
(1) - 1/4" x 2 1/4" TITEN, 2 CU5P: BLit (5) 1/4' WB, WOOD (16) led
2480
DPTA-20
(18) - led x 1 1/2, 1 PLY
DETAL-20
2430
MGT +
_-._._
NGT-2 +
3965
MUGT
4115
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (U5P: (28) led TO WOOD)
10980
PUGT-2
9190
(2) 3/4' A.T.R. IN PiGP STRENGTH EPDXY (MIN. 12' EMBED), Oro) led TO WOOD (USP: WOOD (5) led)
HGT-3 +
HUGT-3
10530
986e
(2) 3/4' A.T.R. IN HiGH 8TRi=NGTP EPDXY (MIN. 12' EMREp), (16) led TO WOOD (USP: WOOD (8) 106)
LCzt3-SD825
3285
LUGt-3
3525
(12) SDS 1/45x3' TO GiRDER, (4) 3/5" x 5" TITEN PD t0 WALL CUSP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W825)
1210 PARALLEL
t0 WALL
LTA2
1210 PERPENDICULAR
TO LPTA
1510
(10) led x 1-1/2' (USP: (10) 10d x 11/2'
WALL
41B40
NO USP CONVERSION
FOR SiMPSON
VGT (i) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SPS 1/4'X3" TO WOOF
VGT
7185
NO USP CONVERSION
FOR SiMPSON
(2) VGT) (2) 5/8" A.T.R. iN HIGH STRENGTH El~OXY (MiN. 12' EMBED), (32)-6DS 1/41IX3' / 2 PLY
(2) VGT
MTS-12
1000
MTW 12
1195
(14) 106 x 1 1/2' CU5P. (14) led x 1 1/2', (14) led)
1150
PTW 16
1260
PTS-16
06) 106 x 1 1/2' CUSP: (16) led x 1 1/2', (16) led)
PTS-20
1450
PTW 20
1530
(24)106 x 1 1/2' (USP: (24) led x 1 1/2", (20) led)
1450
1530
(24) led x 1 1/2' CUSP: (24) led x 1 1/2", (20) led)
PTS-24
LSTA-12 ++
LSTA-18 ++
925
930
(10) 10d USP: (10) 10d
1235
t14T
1235
(14) led USP: (14)10d
MSTA-18 ++
1315
1310
(14) Led USP: (14) led
MSTA-24 ++
1640
1640
05)10d USP: (18) led
2050
0
2065
(22) led USP: (22) led
MSTA-30 ++
Q
<
-_
MSTA-36 ++
2050
MSTA-36
2065
(26) led USP: (26) 106
E—
M5TI-36
3800
KSTi 236
3890
(36) led x 1 1/2" USP: (36) 106 x 1 1/2"
MSTI-48
5065
KTSi 240
5140
(48) led x 1 1/2" USP: (48) 10d x 1 1/2"
121e
(8) Sd TO PLATES, (8) ad TO STUDS (USP: (16) ad x 1 1/2', (16) 8d)
LSTA 6
5P4
SPT 4
885
945
(6) 106 x 1 1/2' TO STUDS USP: (6) led x 1 1/2" TO STUDS
-
A34
PCP2
- MP 34
HPCP 2
395
380
(4) ad x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 86 x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST.
(12) led x 11/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) 106 X 1 1/2" TO PLATE
645
800
P10A
1140
RT 16A
1380
(18) 106 x 1 1/2" USP: (9) led x 1 1/2" TO TRUSS, (8) 106 X 1 1/2" TO PLATE
'
VGT HDU4
4940
AHD 4A
5215
(16)-SDS 1/4"x3' TO WOOD (10)-SDS 1/4'x2 1/2' W/ THREADED ROD (2) NUTS/WASHER/2 PLY
USP: 5/8" ATR MIN. 7" EMBED SET IN HiGH STRENGtP EPDXY, (10)�WS3 WOOD SCREWS
4940
Cro)-SDS i/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5PER/2PLY
USP: 1/8' ATR MIN. -i' EMBED SET iN PIGP STRENGTH ]_FOXY, (4) -f/5" TPRU-BOLTS
VGT 4 PD-IB
w "
6665 <.,.-:
10140
2535
ABU 44Z
2200
6775 C1) 5/8' A.T.R. 1N PIGP STRENGTH EPDXY, (MIN. rt' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66Z
12000 f: AU , .
2380
2300
16005
(1) 5/8' A.T.R. IN WGP STRENGTH EPDXY, (MIN. rt' EMBED.) IN GONG, 02)16d TO WOOD USP: SAME AS SiMPSON
1�
O
TT19 +++
LTT20B +++
1340
i_.TS 19
_
LTS 2 ` --
1205
(1) 3/4, A.T.R. IN HIGH STRENGTH EPDXY, (MiN. 7" EMBED.) IN CONC., (6)10d TO WOOD USP: SAME AS SIMPSON
1600
1105
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MiN. rt' EMBED.) iN GONG., (10)10d TO WOOD
USP: 3/4' ATR MIN -i' EMBED SET iN HIGH STRENGTH EPDXY, (10) 106, (10) 106 x 1 1/2", 2-1/2"
4455
HTT45
4160
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED,) IN GONG., (15) SDO10 X 1 1/2' CUSP: (20) 16d X 2-1/2')
USP HAS MORE NAiL OPTIONS: (20) 10d, (20) led x 1-1/2", (20) 16d x 2 1/2'
HTT4
HTT5
5090
PTT45
5005
(1) 5/5' A.T.R. IN HiGH STRENGTH EPDXY (MIN. -i' EMBED,) IN GONG, (26) 16d X 2 1/2" CUSP: (20) 16d X 2-1/2")
USP HAS MORE NAIL OPTIONS: (28) led, (28) led x 1-1/2", (20) 16d x 2 1/7'
a
PHDO11-SD5 2.5+
11010
UPHD 11
14395
(1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MiN. 10' EMBED.) IN GONG, (24) SDS Y4' x 27 ' WOOD SCI�WS (USP: (24) W53 WOOD SCREWS)
PD15
6645
TDX 10
10140
(1) -T/8" A.B. IN PiGP STRENGTH EPDXY, (MIN. -I' EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) rt/8' BOLTS)
SIMPSON: (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.rt5" EMBEDMENT) iN CMU. TOP, (1) 3/4"
A.T.R iN HIGH STRENGTH EPDXY, (MIN. 6.-15' EMBEDMENT) iN C.M.U. FACE, (18)106 TO BEAM
'1130 USP: (1) 1/2" J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' ]=ROM EDCsE OF GONG W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE.
_ (14) 10d AT JOiST
V)
W
(�
Z
<
1
MBHA 3.56/11.25
HUSC412 (WOOD)
HUG410 (CMU)
34't5
5330 N1=M35}''2U
_-----.-___—.
2660 (FLRR)
- - HUS4f21r
3265 (ROOF)
4920 t .
2580
3635
3060
2i10 (FLR)
(10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMP50N
3325 (ROOF)
1800
1305
5000 (15) i14' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (IS) 1/4' x 3' WS3 SCREWS, (10) 106 t0 WOOD.
USP (20) 3/16' TAPPER+, (10) led TO WOOD
1800
(18) 1/4' x 2-3/4" TITEN (9 PER 1=LANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' W53 SCREW"a, (10) ied TO WOOD.
5000 USP (20) 3/16' TAPPER+, (10) led TO WOOD
_.
_ HUG210-2 (CMU)
5085 I-1D210-liF
3®5
PUC210-3 (CMU)
1800
5085 PD210-311=
1305
5000 (IS) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 106 TO WOOD.
USP (20) 3/16' TAPPER+, (10) led TO WOOD
LGUM26-2-5DS
5595 LGUM26-2
1430
2125
60(o5 (4) 3/13" x 4' TITEN HD ANCHORS (2 PER 1=LANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD,
USP (4) 3/8' X 4' WEDGE BOLT+t W63 WOODSCREWS
HIGH STRENGTH EPDXY = SiMPSON "SET EPDXY -TIE". CONTACT THE ARC 4717CT/ENGiNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TiTUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADPESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN rt" DEEP, t}-+E VERTICAL CELL iN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ led COMMON NAILS CAN BE SUBSTITUTED WiTH 106 x 1 1/2" NAILS iN CON.J+NC eN JTP A 23% REDUCTION iN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR t0 INSTALLATION.
"
+++ MiNIMUM Et�'13EDMENT INTO THE TOP OF A 15OND15EAM WiLL- BE 5", MINIMUM EMBEDMENT INTO THE 1=OUNPATION WiLL BE rt"
Lb
---
A.T.R. = A-30rt ALL TPREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
ry
5C:4%SE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY A1�ECT CONN�E` 71 ORS, " "v e_ CONTRACTOR h"�46'7' iEE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED,
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS 5''EEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WiLL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCPITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SiMPSON "WOOD CONSTRUCTION CONNECTORS C-C20 -i" , "1416k4 WiND-RESISTANT CONSTRUCTION 1=-C-PWRCAGI6, AND ANCHORING E 1=A5TENiNG SYSTEMS FOR CONCRETE 4 MASONRY
CATALOG C-5A5-2012 t USP STRUCTURAL CONNECTORS 20115-2016_
SiNGLE
STORY APPLICATION
SiZE
CLEAR SPAN
DBL 2
x 6
UP TO 5' -4'
DBL 2
x 8
5' -4' TO 11-o"
DBL 2
x 10
11-0" TO loll-o"
DBL 2
x 12
10'-0" AND OVER
TWO STOR'r APPLICATION DOWN STAIRS
SiZE
CLEAR SPAN
DBL 2
x 6
UP TO 5'-0"
DBL 2
x S
5' -0" TO 6' - 4"
DBL 2
x 10
6'-4" TO 8"-0'
DBL 2
x 12
S' -0" AND OVER
1=RA1 11NG NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
8'-0" a
U.N.O.
4'- 11 1/2u
rt'-11 1/2"
AND UF
NUMBER OE HEADER STUDS
SUPPORTING END OF HEADER
i
2
3
NUMBER OE 1=ULL LENGTH STUDS
2
AT EACH END OP HEADER
1
3
*2 SYI
2 x 12p )
4 , (rt/16' OSB
�1
NAIL (3) 12d a 6"-8" O.C.
TYP. 2x12 BM./11D
1. HURRICANE STRAPS TO 5E 1"IANUFACTURED SY 5i>"iPSON STRONG-TiE OR ECUAL, U.N.O.
2. TYPICAL HURRICANE 5TRAP5 ARE AS 1=OLLOW5, U.N.O:
* TRU56 TO 1"IASONRY/CONGRRETE SHALL SE 1"iETA-16
* 1=LOOR J0157 TO 1145ONRY/CONCRETE SHALL BE HETA-1(o AT EACH
END AND 32' ON CENTER ON J015TS PARALLEL TO UJALL.
* TRUS5 TO WOOD FRAI"11NG SHALL �3E 1"IT5-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED SY
TRUSS MANUFACTURER,
4. REFER TO TRUSS 1"IANUFACTURER'5 SiGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SiZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 1" IIN11-Vl WALL 4 HEADER
STUD REC. ARE STANDARD U.N.O ON FRAr-IiNG PLAN
(o. 1"11N. 2X4 HiP CUT SLOC<ING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES w EA.
END. CUT WITCH 4 BEVEL TO PIT TiGHT TO TRUSS AS PER APA RECUiREI" iENTS.
-1. EXTEND AND ATTACH UJALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU85 SEARING.
&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REGZUIRED FOR 1" iAX 1sa00 SF.
C0r' IPARTI" iENT PER 5TH ED. 2014 FSC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 5 SHEET D4 FOR 1-5TORY INTERIOR LOAD SEARING WALL � a"
DETAILS.
ARCHITECTS
1 M.441 N. RONALD REAGAN BLVD.
4 LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
S www.abdesigngroup.com
AA #: 0003325
X,07.
CREEKSIDE
LOT #3
ARCHITECT:
STb TF OF FLOF
- )1 1 A. ABOUCHACRA
I F1 NO 93723
11 /10 /17
Sc 1/401=19-099
ELECTRICAL LEGEND
SYMBOL DEFINITION NOTE;
-0 125V OUTLET 020 AMP SINGLE POLE
flov OUTLET
11®v OUTLET OP 14 Et WIRED
T SW 0 ITCtGH
CaFI Ilov OUTLET INTEEQUI OF IRCsI AM P R .
INtERUPTI=R CtAMPI=t'�
RESISTANT TYfOE)
220V OUTLET (4) WIRE CONNECTION
WATER7' OFGROUND J
OUTLINT55MfoTER
SWITCH
` SWITCH 3-1111AY OP1=R.
4 SWITC 6-,'' 4-WAY OFER
WALL MOUNTED
LIGHT
CEILING LIG44T
\Ql VFW, r.
." RECESSED CAN.
�Ql
WALL SGONCfi
J
}
VENT. FAN 60.
VENT. PAN..
W& IGH'r
VANITY
M>(TUREPEc's
TBD 15 !S'
BUILDER)
-ENT 2-15UL5 WRAP
AROUND
2 r ,u SCENT
r
4' TRACK L IGHT
PANEL
METER
..; . MOKIW DETECTOR W/ HAWIF
S D om. . UJALL MOLIN150
a01; `
SMOKR= DETECTOR Lti T,
UV
CAR5CN MONOXIDE I fARDU1fF�
6MOIGE DMCTOR INTER C� . —!ST
SI IALL 3tANGl=
COMBO
OF NOT Li- f N 4'
FROM WALL
PNDANT LIG14T
t� NATURAL GAS,
OUTLET
T:LEPPONE JACK
WATER CATER
DISCONNECT
A/C AIR CONDITIOM[v
DISCGNN.ECT
TELEMSION JACK
CEILING BOX SE=IWP
TO ISE SUPPORTED IN
ACCORDANCE V BOX
J—BOX
MARKED AS SUCH POR
INSPECTION
c>=1ur S 50 Rl =I
TO SUPPORTED IN
CEILING PAN/LIGHT ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
PB. FUSF�-BUTTON FOR CHIMES
NOTE
* LOCATION OF TV JACKS 4 PHONE OUTLETS 4
FANS TO BE VERIFIED 0 HOMEOWNER
PRE -CONSTRUCTION MEETING.
* ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
* 20 AMP DI=DICATED LAUNDRY CIRCUIT.
* GFI Q 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
M15013 FBCR 5TH 5DIVO "204).
* LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
* WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
* ALL LAMPS SHALL BE SELEC 11'77D BY
BUILDER AND IGHTIC� �a__MUST5E
ENERGY EFFICIENT 7YPE_iPIFR `=.B.C. ENER3'r
CONSERVATION (F? _.LFf N�"g��
_._ _NERGY
EFFICIENCY) 2014,_' tm EDI—�CN P404.1
I
e
METER
FIELD
VERIF'r'
LOC.
BUIRM.
DEN#4/
0 -"-------------------------.��'/
OPT.
COACH
LIGHT
ELECTRI(" 4 L PLAN
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
2
Watts
Description
Space
4, Bkr:
�µ-Poie
v' i M
#8
2
35
A/C C. U. - 1
5664
1
N. C
3
4
Space
1
#12
1
20
Exterior Receptacle GFI
1200
5
6
Space
i
Space
1 7
8
Ispace
i
PANEL - A
PANEL: 40 crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 160 Amp M.L.O
FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 344/0 AL THWN & 1- #6 Cu (G) IN 2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
t1vatts
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
12Q0
Refrigerator
20
1
#12
#12
1
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 I 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
900
900
25
27
29
31
26
900
BDRM#3 Lights and Recpt/AFCI
15
1
#14
#14
1
15
'Vl #2/Lofts Lights and Recpt/AFCI
28
2640
Irrigation Controls
15
1
#14
#14
1
15
vial Lights and Recpt/AFCI
30
900
General Ligths and Recpt./AFCI
15
1
#14
#14
1
_,ace
32
Space
Spare
33
34
Space
Space
35
36
Space
Space
37A
38
Space
Space
3
1 40
Space
Load subject to demand factor calculations / line
27650
18240
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%
1000o
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 Liqhtinq & 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# I wafts/cktj Total watts
General Lts & Rec Panel A 121 4181 5016
1F20 A'olR ELECTRICAL R15PR
NOT TO SCALE.
GENERAL NOTES -
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROV1510NS OF THE FBCR 5TH
EDITION (2014), LOCAL CODE=5, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHNITHWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDAR -
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR 10 BID.
PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
(a)
ELECTRIC METER IN I *HAOSE
NEMA 3R ENCLOSURE ML
PANEL
15OA/2 P
MCB
TELEPHONE SERVICE
ENTRANCE
Eau I PMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROL ND CONNECTED TO
CONCRETE ENCASED =OOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD
H I T E C T S
441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ARCHITECT
STATE OF FLORIDA
Al'-3 NO 93723
., .. .,¢ ,.... :, u...f
— — — — — — — — — — —
I i
LANAI
7*F7 I I I I I I 1 011 11111
DINING
12XI2 12X12 ROOM
OWNER'S loxro
qTTTTF F71 120 Cr-M
LIVING ROOM
611
lox
120 CT=M
lox& 120 10>*
Cr-M
00
0
10
5x4 — _ — — --
cr-m O 0
O
BATH
8X4 4-_,/y
1 — — — — — — — — —
45 CFM W.I.C.
loxro KITCHEN
F__ 7 r-M 120 CL
dr-m
L
f- — — - 8X4
loxg,1 4! C_ F M,
CFM I 0_0
BDRM. #4/ L___J —0
DEN -7
12X H 12XI6 I
F S 11 MA RA
T�4 r=
4 I LOUVER
PLANTATION
180-04 2'5'
L-il BDRM.#3
I IMAX AIR IOX(O
12X5
' A5
= — — — — -- THRU
00 F
L — — — — — - i 4"J' 411
loxro
-15
II X4
II CA__m
12X5 I
BATH #2
PASS
THRU
rt5lox(ol
FOYER B D P NT lit' CALI EQUIPMENT SCHEDULE
3 TONS
MrIG CARRIER
Cu 25H15C536A
AHU FV4CN5006
GARAGE HEAT 5KUJ
SEER 15-5 SEER
ENTRY i TOTAL GAP 35400
ELECTRIC 208M0/11HP
5RKR CU 35 AHU 35
REP LINES 3/41,9 3/8"
HV _iC LAY BUT PLAN
o
stmDrv. & WM:
CREEKSIDE
LOT #3
04321.000
A7 141T.A�&1% A� bAnr M4
I 19C.4UM: 1/4"=V-0"
3. MUM,
StIl REMAR VIFRTIGALLY tLv GONG.
POUR MLL 81108 Wp' OZ. MAX _v-k
SEE ENEIRGY CA"A:>E FORMS FOR
INSULATIONR-VALUE5 SECURE 5O1
_'CM 106 _4t
z T1EXTUPr=D FINISH AV 2 1 0 28 DAYS tv
WOURE 5-17- -r=_ 6-
INPOl14ICt:P Lu/
a, cm SECURE 5TA N
BE ANCHOR
5 A T �,LAV W1 J' M � V 6 6 - WIAAMA W01M.
T LLIA'SHER -11 Ell Mill 32, C)C 41
SIMPSON 61"4 2-
1/2' GYP. UL. W. I" NCSI c.
E E'� r 11`11 OC MAX.
q WOOD ISASE a
4
Z
. ...... 04 W
S
z"ATUCCO-N i� r
LU pa
sroI
4' CONC. WINPORAnZO LLV WX6'
f ,•
4 a WL4XUA.4 ULA= OR PlIBERMES14 ON 6,
4' CONC. REINFORCED LLV &'X(o UAXLVIA
4' C974C. FrEfNFORCEP W 6'Xfp' WIAXLUIA 4' CONC, RE INFORCEP W1 WXW tLAAX1UIA
ULF OR FIDEFIM'TES14 ON 6-MIL. VAPOR -IM'M'r
OR FIf5ER`r=%4 ON 6-MIL. VAPOR
6-MIL. VAPOR RETARDER ON WP OR t- ESP ON 6-MIL. VAPOR UU- 4
WELL-C41IMPACTIEP CLEAR FILL. Lu
111118TARMIlt ON WEH -COMPAG`TEP CLEAN UtLL-CCMPACTE0 CLEAN RETAROE�R ON UELL-COMPAC7175D CLEA)% A
5ORA-CARE AF`PLIEP AT PRAMING.
Tr=Wrrrz TREATMMT TO ME FILL TERMITE TREATMENT TO aE! FILL. TREATMENT TO W FILL. TERMITE TREATMENT TO W
150RA-CARE APPLIED AT FRAMING.& ISORA-CAW APPLIED AT M4MIW-L APPLILD AT PRAMW_,
4"
A 1'- 0' 4 4 L _j
x (2) -5 RE15AR ON CHAIRS (3) #5 RE15AR ON CHAIRS 2f Q
1--0- 4� V-0- (2) 45, RE15AR ON CHAIRS
WMIN. OWGRAZ�L-
o Q
-all
FLIP (2) N5 RE15AIR ON CHAIRS •
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L
W _'\AATL. B. W. 1W UPLIFT) AT L.B.W. rqSTAIR DETAIL BLOCK WA - LLr7) AT L.B.W. (W/ NO —UPLIFT)
SCALE, In' - I' 0-1
SCALE: 1/2'z V-V 2 SCALE: 1/2"al'-V
X.
4- coNc- RE iNF. mv v.6- uAxwwo wum ON
6-MIL POLY JFrI4YLV?-1E VAPOR RETARDER
ON WELL -COMPACTED CLEAN FILL TERMITE 4' coNc, REINF. v e, a4mvel, wi
O all TREATMENT 64ALL BE 5ORA-CARS POLY IFt4YI-EN5 VAPOR STUDS 16' O.C. MAX STUDS Wp' OTC. MAX
RETARDER ON WELL -COMPACTED CLEAN SECURE P.T. 15T. PLATE TO 5W,
(1) N5 RE5AR ON C44AIRS, 14 FILL TERMITE 117E TREATMENT SHALL BE SECURE 501-rOM PLATE TO 611-0 U SECURE BOTTOM PLATE HEAD OF GARAGE 7
To STUD
VARIES WITH SLOPEMASONRY NAIL 32' O,C,,�VA'x
5ORA-CARE SIMPSON SP4 032' OjC. MAX SIMFWN SP4 832' OZ,, MAX
THICKEN EDGE SECURE 5T. PLATE TO SLAB Wf;�� SECURE 15T. PLATE TO 5 ri
GARAGE STEP—UP HEIll OF "RAGE ). kEIGlPT OF GARAGE
ANCHOR DOLT W1 2'7: VARIES WITH SLOPE ANC44M DOLT UU/ 2' R I SECURE 15T. o W 1 92�x
4 SCALE; VARIES, wm4 &-conme v
MIN. * 32'OC MAX MIN. a 32'OC MAX M 2 'c_ 4 .11P
NON- BEARING tu ePDXY NOT fQE=IR 'EPDXY NOT I ION ul
ly DOLTS
I -
SOLTS tu 1. -
i 4
> 41 4-1 -4 4. IIJ/ 6'x6' WAXW1.40 UMI
Lu
Lu
lu A
RETA R ON WELL-COMPACTIED CLEAN
/01 FILL TIERMM 111ilEAl"IENT SHALL M
z
zo 4 11 0 ILV &'X6' WL4XWL4
50RA-CARE
O 4' CCNC, RE NIFORCeP W1 6'Xb' tUI,4XWI.4 1!L
A'4 -, d)
15E SIP ON 6-MIL VAPOR Lu -4' CdONC, K!Et��� W1 6')(&' WIAXLUIA -4' GONG. REINFORCED UV &'X6' WL4XUA.4
tiJRET ELL -COMPACTED CLEAN 4 4111 MESH ON 6-MIL. VAPOR WWF OR PIMERMES14 ON 6-MIL VAPOR WE Ail 0 ww ON UUP OR P115elqMS14 ON rp _ VAPOR UUF OR FII! Y
RETARDER ON UELL-COt,1PACTSV CLEAN RETARCER ON DELL -COMPACTED CLEAN
4 -CAF4r= APPLIED AT PRAMWx U)EL 0 FILL TERMITE FILL. TERMITE TREATMENT TO 5M FILL. TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO 5e (2) 45 RE5AR ON CHAIRS
�4 .' I " 4` 4" 5ORA-CAW APPLIED At PRAMIWa. 0^ -CAR�E l5ORA-GAFF APPLIED AT MRAMNGL 1' [1511 \4 4', 50RA-CARIE APPLIED AT PRAMN06
ITE TREATMENT TO DE (P-MIL POR RETARDER 0 RETARDER CN UELL-COMPACTED CLEAN Z
%4 50RA ILI
(2)RLFBAR OS CHAIRS
(3) w5 RIF-15AR ON CHAIRS (2) Wa PrESAR ON CHAIRS
(2) 45 IWE5AR ON CA4AIR8
LLI
3" MIN.
COVER GARAGE STEP—UP
GARAGE STEP- UP GARAGE STEP— UP GARAGE STEP—UP 2—STORY L.B.W.
AGE STEP—UP i
1—STORY FOOTING 14 K
N—BEARING L. B. W. W UPLIFT 2—STORY L.B.W. W UPLIFT L. B. W. W NO UPLIFT W/NO UPLIFT
6 SCALE: Wel'-V
EXTENDED STEP $CALP: 1/2 V— 0' SC —ALE. 1/2'-1 —V EXTENDED FOOTING,
*STOMA-L TO M MIN. 3 COURSES
SCALE: 1/2'm V �7
Doc?R
o!"7 GAfl
SECURE P.T. 5T. 7;A7 To 4
I&XV ANC440P w
15 RE5AR VERTICALLY W/ xAp' LUIAXWL40 UUM
EM15m. MIN. 4 GONG. 1 (1) *15 REDAR VERTICALLY -M ETHYLENE
W1 CONC. POURED CELL -MIL E YLENE VAPOR
4 RE DELL -COMPACTED
SECURE P.T. 15T. PLATE POURED CELL
TO SLAB W/ V allu 6'
ln'Xt' ANC44OR BOLT W/ 2' F TERMITE TREATMENT SHALL
4' C474r. REINF. W/ 6'x6' WL4XWL40 UU-I ON
EMOED, MIN. 32' OC MAX _c-4RIE 6-MIL POLY ETHYLENe VAPOR RETARDM a4
(3 �4,� 0'
;ka NOTE: OPTIONAL
-11TE:
Lu -0. WELL OMPACIVP CLEAN FILL TERMITE
/I T a- NOTE, OPTIONAL USE OF 11
-4 CZNC —, .1 : 2 30 4% RE15AR ON CHAIRS TREATMENT SHALL 5E 50RA-CAW
CJJM a GARA08 0
W WW UX4XVAC ULM 0 1-0
WALLO TO W MTERMMp 5Y I e ON.
ETHYLENE VAPOR 6-MI POLY E WILDER BY DIVISION. MUFLIDER. .1 (1) 45, REIBAR ON CHAIRS
Lu ER ON UeLL-CCIMPACTM CLEAN 9 CNCRETE PAD STOP-\
-4 rILL TERMITE 1114EATMtNT SHALL 5L STOP GARAGE DOOR
HYLENE VAPOR I
I W1 1x&1 1111AWMI.40 UALIM <,c _c 5CgLEs R FOOTING
DORA 104E
L V SCALE- 1/2'al'-V
-MIL CURD HE04T VARIES
La
RE ON (IIELL-COMPACTED CLEAN — ----- il�� 4fY lk
PILL TREATMENT SHALL 5E -q
(3) @5 REIBAR ON 0WAIRS > z T_
OF E!3
50RA-CARE W.
I > W1 WX&I WIAXWIA VARI
Be FOR
4.' 311111
ULF OR Pftr-_�&4 ON 6-MIL. VAPOR
SaD.TRACK
RIETAROER ON WELL -COMPACTED CLEAN PIN19144 FLOOR
fy \-4',7�-Nc, REiNPoRcao uy 6->,*- wvxu.4
01111114 (2) S RE15AR ON CHAIRS Uk � "R P055IM5614 ON 6-MIL- VAPOR (1) *D- T�
•FILL. TERMITE TREATMENT To DIE 4
A FILI 'ERITITE TREATMENT TO W APPLIr .4� 4 ON DELL -COMPACTED CLEAN 5ORA-CARE EP AT FRAP1111'La
GARAGE STEP— UP DORA-CARE APPLIED AT FRAMIWj.
W V-0- (2) ti, RE15AR ON CHAIRS
—STORY I.B.W. w, z (3) 00, FEBAR ON CHAIRS
2 21-0
NL - . . -, " i 4.
EXTENDED FOOTING
GARAGE STEP- UP
SCALE. 1/2'-V-V 4 4
q.. . ..............
1—STORY L.B.W. L
1—STORY FOOTING 2—STORY FOOTING
W UPLIFT
=_x-ENpf0 SLA5 11/2'-\ CURB 1 6 L�GA ra r
AGE
1/21 SHOWER RECESS FOOTER
2 '6
Px%NDED FOOTING AT GARAGE T
SCALE: 1/2' V—O'
A
(1) Nr7 RMAR VERTICALLY UJV WNC. r
POURED (:8H caic� REINF. tLv 61W WL4>WAO Ulm y
-1 ON 6-MIL POLY ETHYLENE VAPOR
am ENr=wjy COPE FORMS FOR — 4 •.1 .•. -
INSULATION ft-VALUES RETARDER ON WML-CAVIIPACTIED CLEAN
FILL TEXTURED PIKISH 5ORA-CARE
a, cm z (2) 01.1� Ill ON CHAIRS
011,111OUTED DOND DEAM
z 1/2' G*fr. LUL. 15C%
o
AB AT GARAGE
WOOD DAZE TIE VERTICAL W5AR _---VARIES -1ER ELEV.
SERVICE DOOR TO HORIZONTAL
7 SCALE Wal'-V -rfr= VERTICAL RE15AR
N, t I k 01-01 11K PLpt RE5,411t W/ 10' HOOK .4
TO HORIZONTAL
4
50NO BEAM SEBAR IJU/ 10' POCK
-GROUTIE
VARIES MR ELEV.
,I-, VAR -1 $=V,
IF CAULK 4 IF
-
CO 6� - NOT USED If
z t1j DTOP -Ae 4- REIw_ORc;Ep Lu/ 6IX61 4 4
OR rIDERI'lEr 14 4 tq w .4 ULr :44 ON 4.4
6-MIL. VAPOR Ri-rARmpt ON 4 --CIRDUTED 50NO 51=-AJL�
50RA-CAW APPLIED AT CMU LINE
-C 4 dui UIELL AOMPLACTED CLEAN r POLAV50 L "!ff I _NOT.USED 6' PVC CHASE TWW FOOTING
ItRMITE TREATMENT TO 5E VL
FRAMING-L
4', 4
N 2x WALL cm 1-STORY
all 5. (3) 4!5 WISAR ON CHAIRS V,
(4) VXI' ANCHOR 5OLT6 or (4) NX-l' 1/2' DIRYULALL
2,-0, (2) *3 REMAR ON C34AIRS
J-5OL'S?1tK El' =_"%�EPMENT W1 2'X2'XI/S'
0 ULA&4ER AND NUT 5FACEP r=Ve%L1_Y FRO11 WOOD 15ASr= 2-STORY 44,
r-LOOR -0 15ORP BEAM. SET IN JOINTS (3) S FREDAR ON CHAIRS r 4
'�R!OR 70 FILLNG. (SLEEVED ANCHOR IN
SOLID POUR ACCEPTABLE NZE 1 IT)
2—STORY FOOTING
W BLOCK WALL /I NIT. FRAME WALL TO .4 -RI 63 RE5AR VIE -ALLY W CCINC,
13 POUR Cr�Ll_ SCALE! In"-V-0' BLOCK WALL CONNECTION
SEE ENERGY CODE FORMS FOR
SCALE; 1/2'-1'-& INSULATION R 4.4
INSULA -VALUES
GAS LINE THRU BLOCK
C4_.EANOUT IRM
L o, CMU RE= -C1_EAN0JT REQUIRED
< FOR INSPECTION < INSPECTION
_j
WO00 DASE 4 4
1/2' CsYfc� U_ 5P. z
a.
)7
lu 4' GONG, FlEfIsF. W1 6'xb' tVAXWIA0 UUM
NOT USED ON 6-MIL POLY E�YLr-_T� VAPOR
RETAF12:4ER ON UJ5I_t -COMPACTED CLEAN C-0° FIN. PLIk 0-01 PIK FLRL
,. I4 0 PILL TERMITE TRE:Al!"ILENT SHALL M
5ORA_CAw '4 4 �4 —TII= VEWICAL W15AR
IV VIE AL 111155AR
TO 1-1011111MINTAL TO WORUMINTAL (1) OD REMAR SET N 6IMPSOINIL 41Gi4
STMEWITH EPDXY fp' ERMVED. MIN. Frz"R V IV HOOK 4 HOOK
(2) *3 3;�tnAR 1111 1-STORY c^T RERIAR V 1111:11 HOOK
(3) 45 RE��3AR a 2-STORY 0001
. 4 ARTO Mr= 6' PVC C.I-� 114M FOOTING
CONTINUOUS
4 rA
4
4' CONG, REINF. Wl 6'xb' WIAX11111,40 VIFRT. PotwL
a. IJIAIM ON 6-MIL POLY ETHYLENE LAPPED W 5ONP MAM
VAPOR RETARDER ON (1) v5 RE15AIR AT C;ORNER5 I -STORY
WELL -COMPACTED CLEAN FILL 25' LAP MINT (2) #5 SZEIMR ON CHAIRS
TERMITE TREATMENT SHALL 51E 2-STORY HORIZONTAL/VERTICAL
ISORA-C-Af1r: (3) Ma REMAR ON C14A!Re HORIZONTAL/VERTICAL REINFORCING AT
------ PIPE THROUGH
I REINFORCING BEARING CHANGE N
TYP. RETROFIT FOR Or-4LE.
1—STORY FOOTING
A OMITTED DOWELS B RE13AR LAP AT FOOTING TYP. REBAR LAP t
- VIMUSE'r-, EL T -c
L TERMITE LF ILL 501,
c AT LINTEL CORNERS
:B _F *,_4 T_,j I S rr T T=� I:) CONTROL DATE: 07/01/
LTJ
F_'00rr=1:;,`S AT F"IWTSli ST--,A]3'S TO 131E MIN. 12
ARC,HiTECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
susnM & T.OT-.
CREEKSIDE
LOT #3
ARCHITECT
S"FATE OF FLORIDA
X-AND A. A1,;bOUCHACRA
ARNO 93723
DATE: 11/10/17
ISCALM. 1/4"=1,-0"
SFrEET
DI
FIBERGLASS SHINGLE"
OVER 030 FELT PAPM
INSTALLED PER F=BCI
R905.2.1 ON i6" O.S.E
SHEATHING OR I" CD:
PLYWOOD SECUREI
PER FASTENEI
SCPEDUL
PRE-ENG TRUSS
MTL DRiP EDGE
2x4 OR 2x6 F=ASCiA PER
ELEVATIONS
VENTED ALUM. SOF:FiT
EMBED. STRAP VERiF=Y
W/ TRUSS PLAN
TH i GK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
I —STORY
(:D
B LO C K— WALL
SCALE: 3/4 — I 0
8' Cm
X' DRYWALL
1'X4' OR I'X2' P-T. NAILER
Ix4 Pfi. OR 6141X4' MIN.
Fl SECURE THRU FRAME 4
9 EXTEND 1 Y4 INTO BLOCK
E] W/ W,' TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE .145
MiN. HEAD SIZE 300
mN. EMBEDMENT 144'
WiTPIN 8' OF EACH END 4
18' O.G. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTA04 TO 2X PER
MANUFACTURES DETAILS.
Nail=-; S41M AS NFi= M t0 PLUMES
JA-m (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
WINDOW TO BLOCK +3/4 OR +5/4
" SCALE: 3/8'
2X4:M
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MiN. SHANK SIZE .145
MIN. HEAD SiZE 300
MIN. EMBEDMENT 1 Y4) WITHIN
8' OF EACH END 4 Is, O.G.
MAX SPACING.
2X6:=
SECURE TO BLOCK W/2-%,
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .146
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y%) _
WiTHIN. 8' OF EACP END 4
1S' O.G. MAX SPACING."
2X&:LJ
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .14$ I
SEE ENERGI' CODE FORMS FOR
�SULATION R- VALUES
'GYPSUM BOARD OR J" HIGH
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/ (1)
5 REBAR CONTINUOUS
'RECAST LINTEL
=E ENERGY CODE FORMS FOR
SULATION R-VALUES
,,.iNDOW ATTACHMENT AS PER
MANUFACTURES 5PECiF (CATIONS
— PRECAST SiLL
(1) Ot; REBAR VERTICALLY W/
—� — CONC. POURED CELL
ix2 P.T. F=URRiNG STRIPS 16" O.C.
_ 8' CMU
1/2' GYP. WL. BD,
WOOD BASE
.a
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F=BCR
Re0521 ON �" O.S.B.
SHEATHING OR " CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 F=ASCiA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2 "x'B" A.B.
w/ 2" DIA. WASHERS, 1
MIN. EMBEDMENT WITHIN
8' OF EA. END, 32" O.C.
MAX IN 1=IELD,
CONC. FiLLED LINTEL
5LK. W/ (1) *5 REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) "5 REBAR-
VERTICALLY W/ GONG.
POURED CELL
8° CMU
----STORY �o
GABLE BLOCK
T
2 _.a��
SCALE-:: 3/4" = i' —0°
2X4*m
SECURE TO mL.00K W/ 36'
2X4m
TAPCONS OF= DRIVE FIN
SECURE TO BLOCK W/ W6'
(MIN. SHANK 61M .145
TAPCONS OR DRIVE PIN
MIN. HEAD 511E 300
(MIN. SHANK SIZE .145
MIN. EM5EDI l N7 'Y4')
MIN. HEAD SIZE 300
WiTHIN S' OF L_ACH END 4 NOTE: STRUCTURAL 2X MUST BE
Is, O.G. MAX SPACING.
MIN. EMBEDMENT i Y4')
WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X MUST 5E
ON OUTSIDE 4 85CUMP T4R0UG-1
2X&(
16' O C. MAX SPACING. ON OUTSIDE 4 SECURED
NON-STRUCTURAL %' TAPCON
SECURE t0 BLOCK W/2-�1(s' MIN I-Y4' EMBEDMENT INTO
THROUGH NON-STRUCTURAL �(n'
2X6� TAPCON MiN. 1 Y4 1=MSEDMENt
TAPC KS OR DRIVE FIN B.OGK
SECURE TO BLOCK INTO BLOCK
(MiN. SHANK BIZE .146
W/2-%' TAPCONS OR
MIN, HEAD 617E 300 ,lu
DRIVE PIN
MIN. EMBEDMENT I Y4')
1s' DRYWALL
(MIN. SHANK SIZE.146
8, CMU
WiTHIN B' OF EACH END
IS' O.C. MAX 8!"ACiNG.
'X4' OR I'X2' P.T. NAILER
MIN HEAD SIZE 300
MIN. EMBEDMENT 1 Y4 )
' DRYWALL
2XB4�
❑
WiTHiN 8' OP EACH END 4
IS' OG. MAX SPACING
®
'X4' OR I'X2' P.T. NAILER
SECURE TO -OCK W/2-W6'
TAPCONS OR DRIVE PIN
%61 O.S.B. X 4' MIN
2X84�
DOOR CASING
(MIN.. SHANK NZE .145
6EGURE TO BLOCK W/2-j1(i'
DOOR CASING
MIN HEAD SIZE 300
i DOOR JAMB OR WINDOW
TAPCONS OR DRIVE PIN
MIN EMBEDMENT 1 Yi J --``ATTACH TO 2X PER
(MIN. SHANK SiZE .146
DOOR JAMB OR WiNDOW
WITHIN a, OI= EACH END 4 MANUPAGTIlRE5 DETAILS.
MIN. HEAD SIZE 300
ATTACH TO 2X PER
18' O:C. MAX &('ACING-
MiN. EM5EomENt 1 Y4') MANUPACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUM15
WITHIN B' OP EACH END 4 NOTE: SHiM AS NEEDED TO PLUMB
18 O.C. MAX SPACING.
JAMS (DO NOT iEXCEED 49
JAMB (DO NOT i=XMI=0Y4 )
DOOR JAMB TO BLOCK 4-1-16/16
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +1-15 B"
WINDOW TO BLACK +3"
SCALE: 3/5'=1'-0'
2X4:®
SECURE To BLOCK W/'
TAPCONS OR DRiVE PiN
(MIN. SPANK SIZE.145
MiN. HEAD SIZE 300
MiN. EMBEDMENT I Y4') LWTHIN
8' OF EACH END 4 18' O.C.
NOTE: STRUCTURAL 2X MUST
MAX SPACING.
BE ON OUTSIDE 4 SECURED
2X&=
SECURE t0 BLOCK W/2-)6'
THROUGH NON-STRUCTURAL
TAPCONS OR DRIVE PIN
: TAPCON MIN. i-Y4
Et'�15EDMENT INTO BLOCK.
(MIN. SHANK SIZE .145
MIN. PI=AD 67E 300
MIN. EMBEDMENT I Y4') WITW[W�LL
8' CMU
CMU
S' OF EACH END t 16' O.G.
)4' DRYWALL
DRYWALL
MAX SPACING-.
-� 1'X4' OR 1'X2' P.T. NAILER
:4' OR i'X2' P.T. NAILER
?OR CASING-
2)<& 1
SECURE TO 1°, OGK W/2- ..,
I L i I r DOOR CASING
TAPCONS OR DRIVE PIN
(MIN NK SHASIZE .145
A
MIN HEAD SIX( 300 DOOR JAMS OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Y4') WITHINATtACP to 2X MR MIN. 1=ME3EDMPNT i Y4') WITH4' : TTAG4 TO aX PER
8' OF EACH END 4 18' OC. MANUFACTURES DETAILS. 8' OP EACH Ft,0 4 iB' OLD-'' MANUFACTURES DETAILS.
MAX SPACING. : 841M AS NEEDED t0 PLUM5 MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4') JAMS (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB TO BLOCK +2
WINDOW TO BLOCK +1-1/2' r WINDOW TO BLOCK +2 1 4' _
H SCALE:3/8'•I'-0' `D SCALE:3/8'=1'-V
FASTENER F
ROOF DIAPHRAGM
USE 1/16" 0.5.53 OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAiLS AT
4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAiLS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATH(NCx TO GABLE END FRAME USE *8 GUN NAiLS a4' Off.
EXTERIOR SHEATHING
USE 1/2' CDX OR 1/16' 065 PLY WITH 08 RiNG SHANK GUN NAILS AT 6'
OZ. AT PANEL SIDES AND V RING SHANK GUN NAILS 4' O.G. TOP 4
BOTTOM PANEL AND 08 RiNG SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS OR 1/16,' ZIP 5HEATHING SYSTEM
( INSTALLED PER MANUR SPECS). SEE DETAIL.
NOT'E= -RING SHANK GUN NAiLS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
-ROOF DESIGN PRESSURE BASED ON WORST CASE
6 SCENARIO FOR ZONE 3
2X4444
SECURE 7-0 BLOCK W/'
TAPCONS OR DRIVE PIN
(MIN. SHANK SiZE .145
MIN. HEAD SiM -400
MIN. EMBEDMENT l Y4') WITHIN
8' OF EACH END 4 18' Or-
MAX
MAX SPACING.
STRUCTURAL 2X MUST
2X6�
Be ON OUTSIDE 4 SECURED
SECURE BLOCK
THROUGH NON-STRUCTURAL
W/2-34' tAPCONS OR
W6' TAPCON MIN. 144'
DRIVE PIN
EMBEDMENT INTO BLOCK
(MiN. 54ANK 8121E .146
MIN. HEAD SiZE 300
8: CMU
MIN. EMBEDMENT 149
A' DRYWALL
WITHIN 8' OF EACH END I'X4' OR i'X2' P.t. NAILER
4 15' O.G. MAX SPACING. 1
2X8:�
2ND 2X SECURE TO
SECURE TO BLOCK
STRUCTURAL MEMBER
Wr2-' TAPCONS OR I
W/(2JI2d WITHIN 8' aP EACH
DRIVE PIN
END 4 6' TO 8' O.G. MAX
(MIN. SHANK SIZE .145
OOR CASINC-
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MiK EMBEDMENT I Y4')
ATTACH TO 2X PER
WiTHIN 6' OP EACH END 4
MANUPAGTURI=S DETAILS.
18' O.G. MAX SPACING. NOTE,
541M A6 NEEDED TO PLUMB
JAMS
(DO NOT EXCEED Y4 )
DOOR JAMB TO BLOCK +3"
ri, W TO BLOCK +3"
SCALE: 3/8' =1'-0'
NAIL RE=IRE1" TENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE 57R.
8d
ROUNDMODIFIED
11/8"
.113
1-10000
OR T
10d
ROORUHDMOIDIFZD
2 1/8'
.128
110000
NOTE: NAILS TO BE MFG. BY MEMBER OF iNT_
STAPLE, NAIL E TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 -z _PER INCH
4. 0280 INC,,FL—., R,0(;N A
5. 2 INCH NAIL LENS""
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.C.
(AT SHEATHING SEAMS)
STiFFBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
PRE-ENG WD. TRUSS 24" O.G.
MAX.
CONT. 2x4 RAT RUN SECURED W/
(2)12d's w EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R- VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECiF=ICATIONS
PRE -CAST CONC. SiLL
-Ix2 P.T. FURRING STRIPS a 24" O.C.
1/2" GYP. WL. BD.
WOOD BASE
2X4ft
SECURE TO BLOCK W&4'
TAPCONS OR DRIVE PIN
(MiN. SHANK SIZE .145
MIN. HEAD SiZE 300
MIN. EMBEDMENT 1 Y4')
NOTE: STRUCTURAL 2X MUST 5E
WITHIN 8' OP EAC4 END 4
ON OUTSIDE 4 SECURED
18' O.G. MAX SPACING.
THROUGH NON-STRUCTURAL W*'
2X6�
TAPCON MIN. 144' EM5=DMENT
SE=W TO BLOCK
INTO BLOCK -
WA - 1/4' TAPCONS OR
DRIVE PIN
(MIN. SHANK SIZE .146'
CMU
MIN. HEAD SIZE 30017,
DRYWALL
MIN. EMBEDMENT 149X4'
WITHIN 8' Ol- EACP ENIS'
OR 1'X2' P.T. NAILER
O.C. MAX SPACING-.
2X8�'
OSBX 4' MIN.
SECURE TO BLOCKWTAPCONS
OR DRIVE
OOR CASING
(MIN. SPANK SIZE.145OOR
JAMB OR WINDOW
MIN. HEAD SIZE 300TTACH
t0 2X PER
MIN_ EMBEDMENT 1Y4')
ANUFACTURES DETAILS.
WITHIN 8' OF EACH END 4
NOTE: S41M AS Ni=)=DIED t0 PLUMES
18' Or- MAX SPACING.
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3-7/16'
WINDOW TO BLOCK +3-7/16'
SCALE; 3/8'=1'-0
2X4:=
SECURE TO 51-OCK W114'
TAPCONS OR DRIVE PIN
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8 OF EACH END 4
NOTE: StRUG7URAL 2X MUST
1S' O.G. MAX SPACING.
BE ON OUTSIDE 4 SECURED
2X6mm
TPROUC-4 NON-STRUCTURAL
SECURE TO BLOCK WA-1/4'
%' TAPCON MIN, I-Y4'
TAPCONS OR DRIVE PIN
EMBEDMENT INTO BLOCK
(MIN. SPANK SIZE .145
MiN. HEAD SIZE 300
MiN. 1=M5EDMENT 1 Y4')
8' GMU
WiTHIN 8' OI= EACH END 4
y' DRYWALL
18' O.C_ MAX SPACING.
I'X4' OR I'X2' P.t. NAILER
2XSam
SECURE TO BLOCK WA-114'
/'1' P.T. X 4' MIN.
TAPCONS OR DRiVE PIN
i OOR CASING
(MIN. SHANK SiZE .146
MIN HEAD SIZE 300
MINI EMBEDMENT I Y4)
DOOR JAMB OR WINDOW
WITHIN S' OP EACH END 4
ATTACH TO 2X PER
IVO.C. MAX SPACING.
AMPAC,TUFrES DETAILS.
NOTE: SHIM
AS NP�MD t0 PLUM5
JAM$ (DO NOT EXCEED Y4')
TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
ca Ar"e_ At "AI "klP
BUILDING: LEN TH
FIBERGLASS SHINGLES OVER
w30 FELT PAPER INSTALLED
PER FBCR Re052.1 ON Iie O.S.B.
SHEATHING OR �" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM_ 501"PiT
STiFFBACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR SiZE 4 CONDITION.)
O S.B. SHEATHING OR J' CD:
PLYWOOD. ATTACHED PEI
FASTENER SCHEDULE ON SHEET r,
OR 1/16" ZiP SHEATHING SYSTEM
(INSTALLED PER MANU=.
-i18" THICK, 3 COAT PORTLANI
CEMENT PLASTER OVEI
EXPANDED GALV'D METAL LAT
ON FORTIFIBER JUMBOTEX GRAD
'D" PAPER OVER TYVEF
BUILDING WRAP (REFER T(
STUCCO SPECS FOR COMPLET
INFORMAT I Ol`
OR 1/16" ZIP SHEATHING SYSTI
(INSTALLED PER MANUF. SPEC
WEEP SCREEC
(SEE DETAIL 5/D3
SECURE GABLE TO 2x6 P.1
PLATE W/ 12d's 8' O.G. MA:
SECURE 2x6 PT. PLATE TO BLK IL
"x9" ANCHOR BOLT W/ 2' WASHEF
5ET IN SiMPSON HIGH STRENGTI
EPDXY -t" EMBED_ MiN. 0 32" 0(
MA>
V THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
1_— STORY GAB I E '--
V!T/ VAULT CLG.
BLOCK WALL
3
SCALE: 3/4" = I' —0"
B' CMU
' DRYWALL
1'X4' OR I'X2' P.T. NAILER
❑ ix4 P.T. OR °Y4 X4' MIN. SECURE THRU
FRAME 4 EXTEND 144, INTO BLOCK W/
,' TAPCONS OR DRIVE PIN
❑ (MIN. SHANK SIZE _145
MIN. HEAD SIZE 300
MIN. EMBEDMENT i-Y4'
WITHIN 8' OP EACH END 4 IS' O.C. MAX
SPACING
DOOR CASING:
DOOR JAMB OR WINDOW
ATTACH TO iX PER MANUFACTURES
DETAILS.
NOTE: SHiM AS NEEDED TO PLUM13
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
/ 1 WINDOW TO BLOCK +3/4 OR +5/4
DOOR JAMB TO BLOCK +3 3/4" y
WINDOW TO BLOCK +3 3/4"
H SCALE:
w
nQ
NOT-i-
OE:
� w
q
I V I TT'P. EXT. SHEATHING ATTACHMENT
u
FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL
�J,)
GRADE) CONNECTORS FROM STUD TO PLATE ARE
%5
NOT REQUIRED EXCEPT a OPENINGS
z
t-
-0
ROOF 5I4EAT�41NG LA *TOUT
AND ENDWALL 5RAC f NCB
FOR GAf5Lrz END rRAt-IiNG
08 fRIN5 SHo4NK allN NAILS w 4' 0-C-
TOP E BOTTOM 1 r_ sE5
2X6 P.T. SECURED TO
MASONRY W/ I/2"x9' A.B. W/
2" DiA. WASHERS, -t" MIN.
EMBEDMENT WITHIN 8' Or -
EA. END, 32" O.G. MAX IN
FIELD.
*8 2' DECK SCREWS as 6'-8'
O.C. MAX * 1=DGES 4 12' O.G.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF 5U5-FLOOR
SHEATHING
TYP. 3/4" TEG SUB -FLOOR DECKING GLUEp TO
ALL EXPOSED MEMBERS
E 5LOGKING BETWEEN TRU55E5
ERE "X" BRACING 15 PRESENT
:E-ENG GABLE TRUSS
INT. 2x4 RAT RUN SECURED W/
12d's a EACH TRUSS
BE INSTALLED 6 MiD. POINT
TRUSS SPAN, OR 10'-0" O.C.
X.
:E ENERGY CODE FORMS FOR
5ULATION R-VALUES
GYPSUM BOARD OR �" HIGH
"RENGTH CLG. BOARD
:4 NAILER
:4 a 24" O.G. tv INTERIOR KNEE
4LL
ANC. FILLED LiNTEL BLK W/ (1)
REBAR CONTINUOUS
RECAST LINTEL
NDOW ATTACHMENT AS PER
ANUF=ACTURES SPECIFICATIONS
RECAST SILL
05 REBAR VERTICALLY W/
ANC. POURED CELL
2 P.T. FURRING STRIPS 16" O.C.
CMU
2" GYP. WL. BD.
)OD BASE
NOTE:
PER 1=5C;R 905.2_1 — 1=CR ROOT= SLOPES 2.12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4.12 OR GREATER, (1) LATER UNDERLr4"ENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
f I, ASTM D 4869 TYPE IV, OR ASTM D F — E5l
GABLE END
1X4 DIAGONAL BTM.
CHORD B RAC ING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRU55 (TYP) a 24'
D_C_ MAX
S iMPSON
HETA-16
. (TYP) VERIFY
e."ate 't W/ TRUSS PLAN
L INTEL COURSE
`�'-- 1X4 SYP LATERAL.
RE - INFORCING 36' O.C.
MAX a TRUSS BTM.
CHORD, SECURE W/(3) 106
NAILS a EA. TRUSS
GI -LORD
BRACING
SCALE: 1/2"=I'—V
08 RiNG SHANK GUN NAILS
® 6' O.G. IN FIELD
TYP. EXT. SHEATHING A-TACHMENT FOR ROOF
SHEATHING (O.S.B. TO L-ktH STRUCTURAL GRADE)
H IT EC T S
I.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
6.
]LO .
CREEKSIDE
LOT #3
.114MT
D 2
A R C H I T E C T S
FIBERGLASS SHINGLES
�ll ovt__111;"" 030 FELT PAPER
INSTALLED PER Fi3cR I 2x4 5LOCKING 5ETWEEN
TRUSSES AT FIRST (5) F-IEBERGLA55 5+41NGLES OVER vir-rz EAVE
RS05�21 ON 0.5-5.
-0" O.C. (AT 030 PELT PAPER (OR 5AFFLE OVER4F_ T�TOP
SHEATH[
NG OR �" cDX SHEATH5AY`S 4' APPROVED EQUIVALENT) ON SHEATHING SEAMS) OF INSULATION FOR
F15ERGLASS SHINGLES OVER
PLYWOOD SECURED 0000 030 FELT PAPER INSTALLED O.S.B.5�41HATHING OR '° CDX CLEAR VENTILATION
PER FASTENER EM5F_D. STRAP 2
i
PER F5EC R402.23
TRU5c f=LrWOOD SECURED PER
SCHEDULE VERIFIT, W/ PER F5CR ReO5.21 ON
PRE-ENG UJD. TRUSS PLAN O.S.B. SHEATHING OR. �,, C;F-)x FASTENER SCHEDULE
PLYWOOD SECURED PER -A
24' O.C. MAX, \4
PRE-ENG TRUSS
FASTENER SCHEDULE
-ITL t DRIP EDGE L SEE ENERGi" CODE FORME
SEE ENERGY CODE FORMS MTL. DRIP EDGE TT-F, --PRE-ENG WD. TRU58 WOOD SHEATHING
MTL, DRIP EDGE FOR INSULATION R-VALUE5 I a,H, 24" O.C. MAX. 2x4 OR 2x& SUB -BAND FOR INSULATION R-VALUE5.
2X4 OR 2Xro FASCIA
2X4 OR 2X(o FASCIA r7/01 GYPSUM BOARD OR 1/2' PER ELEVATIONS PER ELEVATIONS 5" G-T-PSUt-1 BOARD OR UJR5 LAYER 01,
2 STUCCO WRAP
PER ELEVATIONS HIGH STRENGTH CLG. BOARD \-CONT. 2x4 RAT RUN sEc:uRr=r_> �41G�4 STRENGTI4 CLG.
LUR5 LAYER 02, FOR!TIFi55R
W/ (2)12d's a EACH TRUSS VENTED ALUM. SOF:1r-=IT
DOUBLE TOP PLATE VENTED ALUM. SOFFIT 5OARD
v-09 15UILDING PAP!ER
VENTED ALUM. SOFFIT ---J SEE ENERGY CODE FORMS FOR
WINDOW HEADm SIZE VARIES METAL LATH
1/2" CDX OR 1116" 065 INSULATION R-VALUES 1,00010 UFLIFT -0 WOOD STRUCTURAL
PER WINDOW OPENING SEE FASTEN I
SECURE TO WALL PER
5/5" GYPSUM BOARD OR CONNECTOR
I-EADER SPAN CHART FOR Sf=2 lw EA. MEMBER 0 1" O.C. MAX
FASTENtER SCHEDULE
1/2" HIGH STRENGTH CLG. 2Xa STUD . .. .... ... 1/8' TEXTURED
1/2" CPX OR'Illro" 065 DETAILS ON SHEET D2 2x8 5'rf= 1*2 FINISH 6 WOOD
SECURE To WALL PER WINDOW ATTACHMENT AS PER OR -1/161, ZIP BOARD D5L TOF `M` TYPE CONTROL JOINT
FASTENER SCHEDULE DOUBLE TOP PLATE
TO 5LOCK
ON SHEET P2 MANUFACTURES Spr=Cf�=ICATION46! SHEATHING a-r-sTEm WINDOW HEADER SIZE VARIES PLATE FRAME
(INSTALLED PER
CONNECTION SEE DETAIL
OR 111ro' ZIP WINDOW SILL PER WINDOW OPENING SEE Zlf= SHEATHING 5Y5TEr-1 (INSTALLED
I"TANUr.
SHEATHING 5YZTEI�l HEADER SPAN CHART FOR
rp' METAL LATH SMP 2xro STUDS 0 16" O.C. MAX DRY WALL 471�
PER T'-1ANUr-. SPECS.) OR
(INSTALLED PER It-48UL., SEE CODE DETAILS 2 STRIfm SELF 6' WIDE
MANUF. 5FEC5.) WINDOW ATTACHMENT AS PER DIA ANC�40R BOLT ADHESIVE FLASHING, CLEAN
FORMS FOR INGULAI=N
2 -OR
R-VALUES MANUFACTURES 5F=1ECIFICAT IONS AT 1611 O.C. MAX WITH 7" MASONRY BEFORE APPLYING
1/6" THICK, 3 COAT 1/8" THICK, 3 COAT
CEMENT PLASTER T 4 G 5 0 L p CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2 TEXTURED
APPLIED TO METAL SCREW E EVER APPLIED To METAL 2x(o STUDS 6 I(o " O.C. MAX W1 SHEATHING 7DIA. WASHER FINISHNISH MASONRY
f- a, CMU
LATH OVER 2 LAYERS E 5 ET D2 LATH OVER 2 LAYERS INSUL.,
FORMS r-R
OF GRADE "ID" OF GRADE 'D" �?IIN TCODE ON f=1
(ON 2 xO 5'1'1= n
BUILDING PAPER OR BUILDING PAPER OR v4e�ES\\ WOOD�.G.DMy4X
AXR_VERTICAL CONTROL
PAPER 5Ac<EP LATH PAPER 15AC<EF-) LATH J-6 AT 1211
SU OR GLUED AND
OVER AN APPROVED OVER AN APPROVED A PER FASTENER BETWEEN DISSIMILAR
HOUSE WRAP
HOUSE WRAP H11 E ON SHEET D2
2 xe P.T. 51'Fl *12
o SOLE PLATE (1) COURSE TIE -BEAM ATERIALS
f=OURED SOLID WITH 4
z SCALE. N.T.S.
DETA
PRE-ENG FLOOR TRUSS Lli CONCRETE. (1)RE5AR �40RIZONTALLY
(L (INSTALL PER MFG. SPECS
3/4" T 4 rz SU5FLOOR GLUED
GYPSUM BOARD OR 1, HIGH WEEf= SCREE-
. . ...... u- IL AND SCREWED AS PER
GONG,FILL STRENGTH CLG- BOARD DETAIL rp I I PRECAST IN
5L< W1 (1) #b 5AR 0 45V"'l 1326-C, 4 63
r-ASTENER SCHEDULE ON
CONY UOUS ZPRE-ENG FLOOR TRUSS
IX2 NAILER/":;`RAFT STOP z (SEED 1 WINDOW ATTACHMENT AS e44EET D2
(INSTALL PER MFG. 8PECS.) f- "I PER MANUFACTURES
GYPSUM50ARD O0 R Ul I
11 J�
z 1��N SPECIFICATIONS FASTEN 2X4 RIBBON (P-T.
HIGH STRENGTH CLG. WARD tu
SEE ENERGY GODS FORMS CMU) W1 (5) 126 NAILS -8 EAC
FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP w PRECAST SILL
PRECAST LINTEL z RE5AR 6 16
GONC. FILLED LINTEL 5L< W1 LH
(1) #5 RS5AR CONTINUOUS IV O.C. MAX, IN f=RE-ENG FLOOR TRU
WINDOW ATTACHMENT AS PER CONCRETE (INSTALL PE G. SPECS.)
2� POURED CELL, 1x2 F.T. FURRING STRIPS
E5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS VEIRIP"'r PER 6 Iro I O.C. GONC. F-I LP L 5L< W/
FOR INSULATION R-vALUr=S
PORTLAND CEMENT f=RE-CAST CONCRETE SILL PLAN, RE AR ONTINUOU5
PLASTER APPLIED PRECAST LINTEL L= a, cmu
DIRECTLY TO z
(1) W;, RE5AR VERTICALLT' WINDOW ATTACHMENT AS PER 1/2" GYP. WL. 5D. TE313ON
4
-A
MASONRY W/ CONC. POURED CELL MANUFACTURES SPECIFICATIONS
EVV THICK, 3 COAT INSULATION (1) 04 CONTINUOUS RE BAR FAS TENING DETAIL
1x2 P.T, FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL
BASE STRIPS a 24" O.C. PLASTER APPLIED WOOD 5SCALE: 31411=11-oll
a I CMU DIRECTLY' TO •(1) Wo RE5AR VERTICALLY 04 REf3AR 40
< LONG
1w 1/211 GYP. WL- 5P. MASONRY W/ CONC. POURED CELL z WIroll �400< a 24" C.C.,
.=o
-11N. 24" IN SLAB 4
WOOD BASE 1x2 P.T. FURRING t
OR NOT
01-01 STRIPS 24" O.C. CONNEC
2'- 0 " (1l I N,
H_ CL -OR
IN 5L,45) &40WK r
51CMU Roor- ""USS UPLIFT
F-IN. r-LR_ CLARITY (SM
1/2'GYP. WL. 5D.
844010 0Xz_*
CIE
EASE WOOD
77L
IY
ol -01
4.3 1/2 GONG., RE INF. W/ ro X(o FIN. F _R.
4
WALL
WI.4XWI.40 WWM ON 6-MIL EXTERIOR WAL_
SHEATHINGS (SEE
p° :A , f .',<• SECTION -ES) tzA6-r=N EAC44 STUD
NO" FOLY ET�4`I`LE z VAf=0R,
7 4. 4 RETARDER ON TO �5L. TOP PLATE
W, USF= SPT24 NAIL
WOOD WELL -COMPACTED CLEAN F=$=-R MANUF. SPSECS.
2—STORY
L
Q., � .roX TERMITE TREATT"IENT
2—STORY FRAME TO /&ll Ira" �:ILL I ERJ'�Il
WALL WALL > SHALL BE 5ORA-CARE
n 0 21-011 1\ 8tCTION AT TOP
SECTION LOCK WALL (3) *5 Rr=5AR CONTINUOUS
SECTION 2 1B ON CHAIRS OF EXTERIOR, WALL
SCALE: 3/4"=V-0" SCALE: 3/4`=V-0u SCALE; NTS
F15ERGLA&E5 SHINGLES PRj_=-ENG GABLE TRUSS F15EFirzLA55 SHINGLES PLACE STRAPS Ofmo4rED'
OVER 030 FELT PAPER OVER 030 FELT PAPER /—PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL S'ttOS AND FASTENED AS
INSTALLED PER F5CR INSTALLED PER F5CR SpF- 5TIFF5AC< (SEE SEALP TRUSS DIAGONAL 5RACE 0 (WALL SPEATI-4ING NOT SHOWN WIT14 ONE
Sfzr- STIFF15ACK (SEE SEALP TRUSS F;n0Bp.2."1 ON �r," 0.5.5. ENG. PACK FOR SIZE 4 CONNECTION) CENTER O�: TRUSS &4OWN FOR CLARITY) ADDITIONAL T
R-50E�,21 ON J' 0.5.5. r=NG. PACK FOR SIZE 4 CONNECTION) SHEATHING OR �` CDX 2x4 SP`F 5LOCKING 5ETWEEN SPAN OR HIGHEST �:ASTEN STUDS TO 5LOCK WALL-\ EAC14 WlNri)�PNTUD
SHEATHING OR J" Cr_>X 2x4 SPF 5LOCKING 5ETWEEN WITH USP rISTA48 STRAP W1114
PLYWOOD SECURED �TRU55E5 AT FIRST (5) E3AY 4'� RIDGE. DIAGONAL �=ASTENERS AS 6140UL INSTALLDI TRAP o 5A. END (U.N.0) 4
PLYWOOD SECURE TRUSSES AT FIRST (5) BAYS 4' PER FASTENER BRACE TO 5F_ a ANY 6
10 Iod NAILS
PER FASTENER O.C. (AT SHEATHING SEAMS) SCHEDULE O.C, (AT SHEATHING 5' A % SPACE STRAPS AS FOLLOWS: I T .1 DIA X I In'
SPAN lrp'-O" OR
110 MPH 'C's 32' O.C.
SCHEDULE I NOTE: GREATER. REFER TO -Ifpo MPH 'C'.. 32' O�C.
MTL. DRIP EDGE
TRUSS ENG. FOR - IBO MPI4 '5'.- 48' O.C.
140 MPH 'C' 48' O.C.
CENTER OF TRUSS SPAN OR G 2 ADDITIONAL
MTL. DRIP EDGE DIAGONAL 5RACE G 2X4 OR 2X& PASCIA
IN 411
PRE-ENG WF-). 7RU,155 24"
PER ELEVATIONS
HIGHEST RIDGE. DIAGONAL HORIZONTAL TRUSS
C.C. MAX. SECURED W/ (3)12d TOP OF STUD WALL
sout _16-L—ATEE TO 5E 6 ANY SPAN RE INFORCEMENT.
2X4 OR 2X& FASCIA- 5RAC5
NAILS FILL ALL REMAINING STRAP
PER ELEVATIONS 151-o' OR GREATER. REFER
HOLES U)/ 10d NAILS INTO
SEE FASTENER SECURE 0 0' -0" TO 301-01 (1)
SECURED W/ (3)126 5r= URE TO TO TRUSS ENG. FOR WOOD 5ACKING
SCHEDULE ON SHEET �X-BRACE,
NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/
D2 FOR SHEATHING (2)126 301-1 0 601-0" (3)
DO NOT PLACE SCREW IN
U,211 CDX OR -1/16, OSE3 (2)126 TRUSS REINFORCEMENT, FASTENER PATTERN NAILS X-5RACr= (1) X-BRACE TOP OP-- TOP HOLE NEAREST TO TOP
AILS -MASONRY
OF CMU BLOCK WALL
-CURE To WALL PER 01-01, TO 301-01 (1) 1/2' CDX OR 1/16" 055 a CENTER AND (2) A SbRR—YWALL
N
-ASTENER SCHEDULE PER BRACE DIVIDED
DULE X-BRACE SECURE TO WALL CONNECT BOTTOM C*--
ON SHEET D2 301-11 TO cool-0' (3) FASTENER SCHEDULE r=QUALY FROM CENTER = STRAP TO CMU BLOCK WALL
,OR 1116ll ZIP SHEATHING X-BRACE (1) X-BRACE ON SHEET D2 TO END W/ (1) 3/16' DIA, X 1-114'
LONG TAPCON MASONRY
��,YSTEtll (INSTALLED PER a CENTER AND (2) OR -111rol ZIP SHEATHING SCREWS
-------- SYSTEM (INSTALLED PER N
1,1ANUF. SPECS.) 5RACE DIVIDE CONT. 2x4 SPF RAT RUN SECURED LIJ 2—STORY CMU 5LOCK LUUJ
WEEP SCREED, SEE CONT. 2x4 5PP RAT RUN SECURED W1 EQUALY FROM CENTER ANUF, SPECS.) (2)126'5 tv EACH TRU55
DETAIL E7, SHEET r-)3 (2)126'9 6 EACH TRUSS TO END 2X4 W1 3/8' X F; LAG (2) 2x4 02 5.Y.P, DIAGONAL BRACE W1 GABLE END IF IF-
2X(o P.T. SANCHOR
URE 632" O.C. MAX. OR
�3)2x402 Z)W1 x
)12dsoEACH TRUSS ONALCROSSSIMPSON MSTA-24 a1/211XV 126's a EACH TRUSS DIAGONAL GABLE -5RACINGTC COVER E7-TRUSS;=S EXTERIOR STUD WALL CONNECTION
50LT 32" O.C_ MAX. X-BRACING TO COVER 5-TRUSSES X— B RACING 32' O.C, MAX. �7/511 GYPSUM 5OAf;zr,> OR 11211 HIGH BRACING TO FIRST FLOOR MASONRY WALL
NAIL GABLE TO 2X& 5/a, GYPSUM BOARD OR 1/211 HIGH 7 D5L TOP PLATE 8 5CALE. 3/4`=I'-0` 1
W1 12d NAILS b" O.C. STRENGTH CLG. 50ARD SCALE: 3/4"=V-0" 2X STUD Iro O.C. MAX. STRENGTH CLG. BOARD SCALE: NTS
MAX. -F
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #; 0003325 .4
U1131)tv. & Lol%v
CREEKSIDICI
LOT #3
ARCHITECT,
OF 'FLORIDA
11/10/1-7
S,(::A]:,Z-. 1/4"=1'-0"
DBL TOP PLATE
2x4 16' O.C. MAX -
SECURE 2x4 W/ 2-1/4'-
TAPGONS OR DRIVE PIN
(MIN. SHANK SIRE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 141 WINF:A. END NOT TO EXCE
BLOCKING
SE HEAT-4NG
NWITH M S'-126 PER BLK
EA END
�b=i ^5�41-=AT4NG TO ALL 2X ,45 DER EEXT, 5�4r=AT4NG NAILING, ad 4" 0. .
A 1 a: v.--
5T. PLA
"r,1 Il7,
i
EXTERIOR ARCHWAY
1 WITH WINDOW
SCALE: 1/2' = I -0'
�C LO S ED VALLEY FLAS RING DETAIL
N.T.S.
1/2" CLG. BOARD
SECURE Bt:
PLATE TO S
W/ 10d M
NAIL t '11
2X4 DBL. 5404032' O.G. MAX -
TOP PLATE ITOF e BOTT
I
PRE-FAB
TRUSS 1/2' CLG_ 50ARD-
•2X4 WOOD 1/2' DRYWALL--N
STUDS *IV
O.C.. U_ON.
T 2X4 WOOD--- __. "
STUDS 016"
Alfm
LNG O.C., U.ON.
VetoCK
MID-WALL
1/2'X9'
1/2' DRYWALL 32' rt'
E T
SEE FOUNDATION
GONG. SLAB FOR DETAILS-\
SEE FOUNDATION
FOR DETAILS
1—STORY
INT. BEARING WALL
(NO UPLIFT)
SCALE: 1/2' = V -0"
SP4*32' 4
MSTA-36
MAX
SP4s32' t
PRE-ENG TRUSS
DBL. TOP PLATE
2X4 16" O.C. MAX.
SECURE 2X4 TO
WOOD W/2-12d 0 6'-8'
O.C. - --
SECURE 2X4 W/ 2-3{4' - N
TAPCONS OR DRIVE PIN - --- ------
`"'IfN. SHANK SIZE .145 MIN. ,
HEAD SIZE .3 9,
E�"'_=�DMENNOTT i y4' /IN 8'
A. T- :; IS "1AX 4RC�4w,4�`
BT. PLATE -
2X4 50 BLOCKING
SECURE SHEATHfNG I/2' CDX
WITH MIN. 2-126 PER BLK
EA. END
2 EXTERIOR ARCHWAY
2X4 SECURED TO
GAB NG W/(2)12d
b' .0
2X CU D TO
bFAB
WK2)1 EA. UPRIGHT
It, L-30 0
GABLE BLOCKING:
TRUSS 2x4 BLOCKING
s EA. RAFTER
p RAFTER
EA,
RAFTER
2xI RAFTER
e 24' O.G.
" 2x4
FRAMING
(TYP)
FRAMED OVERHANG
N.T.S.
2X4 DBL. 2X4 TOP PLATE
I/2" CLG. BOARD--�.,
TOP PLATE
AB
1/2" GLG.
TRUSSFRIE-F
BOARD
t.
OA,1aO,
1/2" DRYWALL-� '
SS
CKING G
MID -WALL
SECURE BT. PLATE
TO SLAB W/ I0d
MASONRY NAIL
32" O.C. MAX
2X4 PT.
PLATE
f-CONC. SLAB
PRE-FAB
TRU55
CONT. METAL
TRACKS, TOP t
BOTTOM
1/2" DRYWALL--,,,,:
2X4 WOOD CHANNEL SWAPPED-
5TUDS *24' STUDS 24' O �/
O.G. LAYER
TY P M
W
ATT PIED TO EACH
SID l 12, O G.
CONC. SLAB
5- AB
SP4*32' O.C. MAX
1-STORY 1-STORY
INT. BEAR-1 NG WALL TYP. INT. WALL
UPLI)N— B6S!L- SCALE: 1/2 =P-0" SCALi=:
TRUSS TO WOOD FRAMING*
51MPSON MTS-12
DOUBLE TOP PLATE PRE-ENG. TRUSS
2x CONTINOUS 5TRE55 DBL. 2X TOP PLATE
BLOCKING MID WALL 1/16' 015.5.
2x STUDS a16' O.C. MAX, OR 7/16' ZIP SHEATHINCx v�
U ON SYSTEM ( INSTALLED PER _.
MANUF. SPECS-)' T It G SUBFLOOR GLUED 2X BLOCKfNGs IN
AND SCREWED AS PER
FASTNER SCI EDULE 1/2�GDX
lsT FLOG TUDS TO
2ND F R TUDS 2X STUDS 16' O.G. MAX w
SI A-36 0 32' 2X BTM. PLATE
3/4' FLOOR DECKING
PRE- E 4INEERED
FLOOR GIRDER
PRE-ENGz FLOOR TRUSS
DOUBLE TOP PLATE PRE- ENGINEERED
2x CONTINOUS STRESS FLOOR TRUSS
BLOCKING MID WALL 000NTINUOUS SHEATHING TO BEGIN AT TOP OF BL<
2x STUDS w 16' O.C. MAX, W/ 1/4" GAP FROM BLK. TO 0.5.B.
U.O.N.
1/2' GYP- WL. BD. O2 HORIZONTAL 2X 5.PF. 57RUGTURAL BLOCKNG AT
SECURE BT. PLATE TO PERIMETER OF OS.B. TO PROVIDE CONT. NAIL PATTERN
SLAB W/ J'x9" ANCHOR REMAINING AREA TO BE S4E,47HED FROM DBL. TOP
BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING.
SIMPSON HIGH STRENGTH
EPDXY I" EMBED. MIN_ ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF I6' FROM 544EET BELOW
SIh?PSON SP4 a
32' O.G. MAX ® INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL
TO STUDS
Di9
INT. 2- STORY L. B. W. EXT. WALL SHEATHING
SCALE: 1/2' =1' -0'
1-STORY
TYP. INT. WALL
METAL STUDS
8 � N0 N-BRG.
X EDS5 -S" O.C. 1"(AX IN T( LU
PRE -FAD
TRUSS
HEADER SIZE PER
SPAN CHART.
DOOR/
WINDOW
OPENING
A L
SECURE 2x(b MIN. TO BLK W/ (2))i"XS' A -BOLTS 4' 5MBEDMI=NT t
I W/ 2'X2"Xla WASHER AND NUT SPACED EVENLY FROM FLOOR t0
GARAGE DOOR 14 rlN JOINTS PRIOR TO FILLI
1
K
c
1013
sl=cuter 2x4 ON-]9
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2Xb GARAGE DOOR BUCK W/ (5)
0 VXV A -BOLTS 4' EMBEDMENT MIN. 9
W/ 2'X2'A WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I-2Xb PT BLOCK a CENTER OF
DOOR HEADER WK1) X'X8' J-BOLTS
4' EMBEDMENT W/ 2"X2'X6' WASI-1ER
AND NUT.
INOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUI=ACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE- 1/2' = 1' —0'1
' GDX PLYWOOD
(o'_0° OPENING
°
4
v.
4
d
° d
° PRECAST LINTI=LZ34
4. d d
4
°
°
-- TO SECUFM TO FRAMING:,
NEED MIN 1 1/2', LESS THAN
d
d
4 °
d
1 1/2', WINDOW MUST B
SECURED TO BL G
d
2x4 OC
RE 2x TO BLOCK W1 (2)
4
„ ;'xV TAPGONS OR DRIVE PIN
;, IN SHANK SIZE .145)
4
( EMBED. 1 4")
4
ITI-IIN S" OF EACW ENp AND
°
°
°
18' O.G. MAX SPACING.
a
CMU WALL-y-
4 .4-
— z9— —
v ° 4' d
4 d .
d ¢ d
'Q 4 .4 ° 4 tl
IL
G
- 4 ° _ _
4
ARCH WINDOW FRAME
TYP. EXTERIOR WINDOW/
1 DOOR OPENINF
WD FRAMED
5GALE: 1/2' =0'
�J
SCALE: 3/4" =1' -0"
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS 6 IVO.C.
MAX
SIMPSON 1_5T ! EA. JACK
STUD, BO SID Or -
OPEN.
T D5 to I " O . MAX W/
I ATHING TO BE
WITWINpOW/ DOOR
�Al
E AND SECURE PER
L NG SCHEDULE
NCV
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 0 A TIME,
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
SP4 OR H5 a TOP AND
BOTTOM PLATES 0 EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING:.
SHEATHING TO LAP TO
BOTTOM OF PRE-ENG'D
TRUSS BELOW.. SHEATHING*
MUST NOT BREAK 1'-4' MIN.
FROM 2ND FLR. LINE.
PRE-ENG TRUSSES OR
CONY. FRAMED RAFTERS
�t
0.8 OR A
COX PLY ATTACHED
PER FAS ER SCHEDULE
ON SHEET 02
OR 1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.)
2x4 BLOCKING UNDER
WALL STUDS SCURF
BETWEEN TRUSS BAYS W/
(3) 12d's EACH END
2x DOUBLE TOP PLATE
STUDS 0 16, O.G.
MTS-12 s EVER STUD
2X4 BT. PLATE
DORMER
ATTACHMENT
1 � 5GALE: 1r2' = I'
2x RIDGE ONE SIZE LARGER
THAN RAI= r=R SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x4 COLLAR TIE AT EVERY OTHER
RAFTER U)/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS 0 EA. TRUSS'
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES
HEADER SIZE PER
SPAN CHART.
POOR
OPENING�
TYP. INTERIOR
DOOR OPENING WD
l 1 SCALE: 1/2"= V-0'
S REBAR VERT. IN
SOLID GROUTED CELL
5/8' THICK 3 COAT—�
Gk-M1=NT PLASTER
APPLIED
DIRECTLY TO
MASONRY
(DQM. ��ft�D ROOF
LE/2
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DUBLE TOP PLATE
RIPPLE STUDS 0 16' O.C.
MAX
SIMPSON LSTA-12 0 EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS 0 16' O.G. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN i' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADED
i% SPAN CHART FOR DETAILS
- AND SPECIFICATION)
JACKS (SEE HEADER SPAN
1 ` CHART FOR DETAILS AND
s-
' SPECIFICATION)
' JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE 126 NAILS, TWO WITHIN 6'
FROM EACH END i NO MORE
THAN 12' O.C. STACxCsl=imp
1/2"x,3' A$. MIN. 'V
�EMBEDMENMT 8' FROM EACH
END E 32' O.G. MAX.
SP4 OR H5 a TOP AND
BOTTOM PLATES o EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
LINE OF SLAB
GORIER BEAD
SI=ALANT 4
BAGGER ROD
8' Gl"iU SEE
STRUCTURAL FOR
REINFORCEMENT
2xb P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
SPPROVAL WOO
FROM MIAMI-DADS
COUNTY
WEATHER STRIP
MOULDING ALL
AROUND (SY
DOOR MANUF )
GALV. STEEL
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/16'x1 1/4' LAG
GALV. STEEL --
VERTICAL TRACK
--
OVERHEAD DOOR
BY MAUF.
_ I' MIN
BY OTHERS
FASTENED TD
SLIDE
TRACK 5RACKETS
ROOM
W/ 1/4'-20XI/2'
E DOOR JAMBS
CARRIAGE BOLTS
gy��4RAG SCALE: I/2"=1'-0'
AND LOCK NUTS.
PRE-EN�tRU85�D
MT5 -12-
Xs. L.
O 'PLATE
Ili&' 0515.
2X4 X4 STUDS Ih" O
.. STM.
PLATE
TEXT. 1=INISI
. -ENGINEERED ETA-16
TRUSS CMU WALL
KNEE WALL DETAIL @ ENTRY
16 SCALE: 3/4' = I' -&
N 1115 UPLIFT
SIMPSOM 4TSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCON5 TO CONT
POURED LINTEL
" 1900 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCONS TO CONT
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COS
2' APART
TRUSS ANCHOR
12 RETROFIT
N.T.S.
CON' ..COL DATE: 07/01./1_5
R
oOr n
,De
-0
. Inc.
t41 N. RONALD REAGAN BLVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ag ]LO
CREEKSIDE
LOT #3
.OJ C
04321.000
ARCHITECT:
STATE OF FLORIDA
R 723
PFericr
11/10/1 7
SHEET
4
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
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
g
+36 -47
{ ) / ( )
+67 -67
( ) / ( )
Therma-Tru
Smooth Star
FL5891.2-R5
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 atjamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
{+38} / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103,1-R8
Non Impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ 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 11: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
{+38} / {-48}
{+50} / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R5
Nan Impact
from corners, 8 1/2" o/c at jamb, 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 1/4" 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
Picture Window
{+38} / {-48}
(+55) / (-55)
Ply Gem
Ply Gem 1500
FL16104.2-R3
Nan Impact
anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2"
@ head / sill. 1 1/4" embedment. Five additional tapcons
top and bottom required horitontally,two 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 1/4" 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 corners 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 et
g
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 6-1/8" 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
Underlayrnent
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.
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3/4" 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.
Sheathing
Huber
Wall Sheathing
17147-R1
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ARCHITECT
,STATE OF FLORIDA
PRINT
11 /10 /17
1/4„=10_C„
WMET
5
NOTE: NOTE.,
IF ZIP 5�4EATI 41NG 5'rSTEt-T 15 AF:ROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF-ADSERIWx MEMBRANE
(o' a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUFACTURERS MANUFACTURERS
ENDS) 4 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL 65A-tS NEED TO 5E TAPED LATH VERTICAL LAID TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. .........
WITH FCRT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE
V OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE
.. .....
PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT PENETRATION FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4"x4
P�ASTER .......
FLANGE OF CONTROL JOINTS T SELF -ADHERING MEMBRANE
5E- W[FrED TIED TO LATH * S" LUR5 LAYER 02, FORTIF15ER �N, .... FLASHING OVER APPROVED
..........
BUILDING PAPER O.C. MAX (VERT.). NOTE: DO HOUSE WRAP.
I' MIN. LAP METAL LATH
NOT FASTEN CONTROL JOINT TO FLASHING To r=X*I�ENP ONTO PIPE
T 0
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W1 APPROVED METAL LATH
V LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) OL. MAX
SECURE CONTROL JOINT AT SUPPORTS
DURING INSTALLATION WR5 LAYER 01, CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
FASTENERS TO BE STUCCO WRAP METAL LATH FLASHING CUT AND OVERLAP ONE SIDE CF-
0 1" O.C. MAX VERTICALLY 6ELF-ADHERING MEMBRANE
WOOD SHEATHING STEP 'M STEP *2 FLASHING
OR 1/16' ZIP SHEATHING WR5 LAYER 01, THICK, 3 COAT CEMENT
WR5 LAYER 01,
-07
SPACE T-R STUCCO WRAP SYSrM INSTALLED PER PLASTER STUCCO WRAP
-yF METAL LATH
ro' MIN PAPER LAP BELOW ONLY WR5 LAYER 02, I=ORTIFIBER
TIFI15r BUILDING PAPER
FORTIF15ER
-TAL LATH
""<5UILDING PAPER BUILDING PAPER ME
WR5 LATER 02, FOR ER
LWR5 LAYER *2,
URS LAYER M, --6'x6' SELF-ADPERING MEMBRANE
STUCCO WRAP FLASHING OVER 4'x4'
I SELF -ADHERING MEMBRANE
J" TO j- INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED
GAP MIN. WOOD SHEATHING
LATH SHALL NOT \ "I OR 1/16' ZIP SPEATWING STRAPS, STAPLES) AS HOUSE WRAP.
6" TO 8" 6. TO 8' REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE5E CONTINUMS MIN. MIN. - SYSTEM (INSTALLED MR PIPE/ WIFit5 TO FRAMING
THROUGH CONTROL Smas.) 4"x4" SELF -ADHERING MEMBRANE
JOINTS BUT SHALL
FLASHING OVER
APPROVED
BE SLOPPED AND HOUSE WRAP.
TIED AT EACHSIDE. I' MIN LATH
PER ASTM C1063 PROVIDE 2X4 BLOCKING LAP, 4" OVER
1.110.11.4 \11 PLACED FLAT MAX. 6' TO 8" -- ALL LAP
FROM CONTROL JOINT WHEN (—,D
NOTE: CONTROL JOINT FALLS ON SCALE: 1 1/2 V-0` VAPER LAP CONT. BEAD OF SEALANT
STRUCTURAL STUD
I. FASTENERS FOR LATH 1-0 BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE LLV ASTM C1063 INFILTRATION BARRIER OVER
2. WIRE TIES TO M (NO. 18) 0.0476' WIREI SHEATHING
3. BLOCKING SHOWN MAY BE IN ADDITIOI* -ELASTOMERIC COATING OVER STUCCO/
To WALL STUDS REQUIRED PER PLAN
G.Y. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL
L2 WOOD STUDS -
SECTION PER FBC R703.6.1
Exterior lathing and plastering
SHEATHING — —\ Exterior use of portland cement plaster
SIDE LAPS OF METAL OR 1/16'
NOTE: ZIP SHEATHING SYSTEM shall comply with the application
(INSTALLED MR MANUP. SPECS.) requirements of ASTM C 926-12A.
PLASTER BASES SHALL
NOTE:
Installation of exterior 5E SECURED TO BUILDING — -... 1
PAPER WMIN IF ZIP 5�4EAT�41NG SYSTEM 15 rior lathinand framin
TRAMP g g
FNCS MEM5ES.
M TYPE CONTROL JOINT HEY SHALL 15E=RTIED 1 11. LAP j shall comply with ASTM C 1063-12A.
15ETWEEEN 5UPPOIRT5 INSTALLED, PLEASE SEE
WITH 00416 - IN. (12 1 -MM) STUCCO Y? LAP ,& LATH MANUFACTURER5
-2V LAI, 19 PAPER
WIRE AT INTERVALS NOT INSTALLATION PROCEDURES
MORE TI-4AN TI' (2215-MM).
AS PER ASTM C1063
1. FOLD INWARD in 10T. A 1. F-01-P INWARD 0 FT. A 1B.I.
2. CREASE 0 PT. S NOTE:
()FOLD KICKOUT FOR FirLPAIR OF TEARS
IN WIR5 LAYERS, TEARS HORIZONTAL LATH
MAY 5E PATC44ED
f=1f=E FENET F-,-.4710N IDETAIL (HRAI
DETAIL W/POUSIE WRAPTAPE & PAPER DETAIL =3?4
PER MANUF. SPEC. OR
. FOLD PEEL 4 STICK N,T,S,
1/16" ZIP SHEATPING
SYSTEM (INSTALLED PER
-Cs.) OR MANUF. 51=1=
-WOOD SHEATHING OR CMU
1. FOLD INWAFRO 0 �-CLD AWARD 0 PT. A
4
FIT. A
2. CREW a PT. 5 UJR5 LAYER 01,
2. CFREASE! * Pr. 15
ONLY)
3. CWASE @ F-. C -STUCCO WRAF (FRAME
3. CIREAISE 0 PT, C
4. FOLD I=r. C OVER PT.
5 TILL P7. C TOUCHES
50 1 10-1 FLAW-Cz
TH (C,<,.3 COAT CEMENT
PLASTER (FRAME), 1/2" 2 COAT
CEMENT PLASTER (CMU)
4) Ila LEGEND
METAL LATH (FRAME ONLY)
FOLD x�
LAP WR5 4 TAPS OVER
RO0F/WALL SCREED
a "T-t- S07TOM
r-LAWSI-E
STUCGLUfRAf=)
NOTE: SEAL- I:OLC), W
IF ZIP e44SQ1 CUT.
EAT�41NG SYSTEM 15 5`X5' `L" TYIPE CONTINUOUS
j- THICK, 3COAT CEFr�ENT -*� LA"�EF--,:12 (FOfRTFE5EfR
INSTALLED, PLEASE SEE PLASTER (HtAr'1E), 1/2' 2 C-0-41' GALV. METAL FLASHING
MANUI=ACTURER5 CEMENT PLASTER (CM) z
INSTALLATION PROCEDURES WR5 LAYER we, �=ORNF15EFR (NAIL TO ROOF DECK, NOT
BUILDING I=Ar:1'=-R (1=R.4,T ON--) WALL SPEATPING)
WRIB LAYER M. CAP SHINGLE - DO NOT NAIL,
STUCCO WRAP (FR.AmEomLy) + INSTALL WITH ROOF CEMENT
��ETAL LAT�4
LAP LAYIEEF45 OF 15UILDIW* WRAP
"N OVER NAILING R-ANGE, STOP
AeOVE
FRAME OR CM
1ExMRjOR
------ ROOr-AUALLSCREED CEMENT
K rpxr;, WALL FLASHING ROOF PER ELEVATIONS WOOD e�4EAT4NG�
OR 1/16" VD SHEATkNG SYSTEM
KICK -OUT DETAIL) -LA6+4RsG (SEE INSTALLED PER �IANW=. SPECS.)
r (
NOTE:
IF ZIP SPEATI41NG SYSTEM 15
NOTE:
INSTALLED, PLEASE SE
MANUFACTURERS
FELT UNOERLATMENT INSTALLATION PROCEDURES r-IETAL LAT�4.- LAT�� TO 5E 1='E fR F 5 C
WATER TICN4"r SEAL (55ND OR
SOLDER. DO NOT CUT)
NOTE. INSTALL KICK=
SHINGLE IRRO01=1140 tie R-A&4NO AT 5017C" OF ROOF It
WALL
DRIPE�E; OVERLAP 3',
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY FASCIA ORAO LAT�4 DOES NOT ��EET S F E C FICATION&)
FASTEN 4' Or— MAX C
5 L" F LAI NS 1-1
A R C H IT CTSS
1,441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 A
r-4
r-
4
g
4--
susl>rv. ae T.101%.
CREEKSIDE
LOT #3
PR0j,zCT#
04321.000
ARCHITECT,
ST� k"E OF FLORIDA
i9OLAND A- ABC)UCHAORA
AR NO W723
T-11RINT
DATZ: 11/10/17
WAS
�i
NOTE
IF ZIP SHEATPING SYSTEM 16
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
BACKER ROD
I I
I I
I
BACKER ROD
WR5 LAYER 01,
STUCCO WRAP
DRYER VENT
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXWAUST.
SEQUENCE OF I=LASS-41NG TO BE:
I BOTTOM Z. SIDES, 3. TOP
VENT GAP IS TO BE SET IN BED
OF SEALANT At TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED 50 AS TO DEFLECT
WATER A.JAY FR OINTS.
E -Z BEAD AL RO D
VENT -A S LA ALL
JOINT INTE TIONS
Ajcf Y 5VALPIT AT PERIMETER OF
p'VWLE FRAME AND STUCCO
ON A 51DES, Y¢" CAULKING 0 JOINT
PER FBC R703.6.1
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
" T4CK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORT1I=15ER
BUILDING-: PAPER
WOOD SI-IEAT4 41NG
(FRAME)
OR 1116' ZIP SHEATHINCs OTb I t=rl
(INSTALLED PER MAr UF-. SM=GS.)
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFI$ER
BUILDING PAPr=R
WOOD
CONSTUCTION ..
METAL
t 'X
8' CMU 91 V L AS I 8 D
�I 6 IS AND
-W
.Q
9.
-- 6' WIDE STRIP SELF
Ale ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
►�� HORIZONTAL WEEP SCREED
I
Wf STONE VENEER
( FRAME TO B]LrOC_K
fi1��1i7
D RA I NAG E PLANE (WRB
LA�EfR 1*I, 5TUCCO WfRAP)
IJRB LATER *2 (FORT11=15ER
BUILDING f=,4f=EfR)
METAL L.,4T�4
IST UGGO
WOOD 5�4EAT4NG
OR 711+6" ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLAS+-IING — -- --
METAL LATE: LATH TO BE PER F8G
R103.6.1 / A6TM G - Sol - O9, MIN. 2. LBS.
PER 60. �rAIRD (UT I L I T%' OR NOMINAL
LAT�4 DOES NOT MEET SPEGIFIGATIONS)
DRYER VENT
C6B
BUILDING PAPER
OVER 'CUIGK
FLASH"
PIPE THROUGH -
WALL
6" SELF ADHESIVE —
FLASHING (INSTALL
PER 1" fANUF. SPECS.)
BUILDING: PAPER —
UNDER "QUICIG FLASK"
ELEC. METE1'
VERIF: r LO
STUCCO
FINISH
(0" SELF AF,) I4ESIVE
OVER TOP 4 SIDES
SELF
FLASH-4 If�IC�
UNIT
PREMANU�=. DRYER
VENT CAP ( SET IN
CONT. SEALANT)
SEALANT e
TOP 4 SIDE5
BLOCK
0 CON5TRUCT I ON
ZIP SHEATHING SYSTEM
ALLED PER MANUP. SPECS.) OR
XD S+4EATPING
3 LAYER 01,
'-COIURAP
Y' ORTIFIBEi2
ER
4GIC, 3 COAT CEMENT
ASTER
-O -%s" MID -WALL
P SCREED
L-6" 5ELF-ADHE51VE
FLA6HING
WOOD FRAMED
LUALL
n� HORIZONTAL WEEP SCREED
(FRAME TO FRAME
NOTE:
IF ZIP 51-IEATHING 51r5TEM IS INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATI10N
SCALE: N.T.S.
I V 11<GL.= I YC
STUCCO SCRATC�4 COAT
1 COAT OF PAINT LU/5,4C<-
ROLL PRIOR TO
ELEC. 1"IETER INSTALLATION
:C. I" IETER FIELD
2IFY" LOCATION
'L. Y' STUCCO 5CRATC+4 COAT
AND ONE (I) LATER OF PAINT
PRIOR TO INSTALLING ELEC.
1"IE TE R
CAVITY' TO BE FILLED
WITI--I RIGID FOLYMERIC
ISOCYANOTE-POLY 51-END FOAM
A -r' r— I== Oil SIMILAR)
APPL`T' A SILICON
5,45E SEALANT AT POINT
T14AT ELEC. UJIRE PENETRATES
O SCRATCH
COAT LARGER THAN TEE ELEC.
METER CAN OR 1" IETER CAN
COMBO OR METER CAN AND
D ISCONNEGT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED I4OU:
FOR BOX INSTAL
WRB LA' ER *1,
STUCCO WRAP
WOOD 5HEATH11`
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT --
NO 1'" lEh15RANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD —
OVER roo MIN
GRADE "D"
FELT -PROVIDE
SEALANT" AT ALL
JOINTS AND
INTERSECTIONS
WOOD
CONSTRUCTION
a, CMU
i s
-IIlto' ZIP SI4EATHING SYSTEM
(INSTALLED fPER MANUF. SPECS.) OR
,,—WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02,FORTIFIBER
5UILDING PAPER
METAL LATH
.— ris' TEXTURED
FINISH o WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER tv rt' O.G. MAX
Ye' TO ,J " MID -WALL
I— WEEP SCREED
"-6" WIDE STRIP SELF
ADI-4ESIVE FLASI ING, GLEAN
MASONRY 5EFORE APPLrING
TEXTURED
-- FINISH MASONRY
B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
STEP "I
•O.O.O.O
o •o•o•o o
•e o•
o. •o
•o o•
o• •o
•o o•
O• •0
•0 e•
0• •o
.e o•
0 .e.o.e 0
•o•o•o•a
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
ATE f=
`- WRB LATER 411,
STUCCO WRAP
APPLY 60 MIN SELF-AD4-IERING
GRADE "D" FELT 110MEMBRANE FLASHING
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
UJRB LAYER 02, FORTH-15ER
BUILDING PAPER
5TEf= #�5 5TEf=
OELECTRICAL RACE' DTACLE
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
q
441 N. KUNHLU KtAUAIN t5LVL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 00032r
ki�L�HAG3
M: 11/10/17
SIMET
WAS
WOOD SHEATHING
',1JOOp
CONSTRUCTION
f4' HAT CHANNEL—
WSW' TYPE 'X' DRYWALL
LJOOD SHEATHING
WR5 LAYER *1,
STUCCO WRAP '
/
" THICK, 3 COAT CEMENT —
PLASTER
AM66-WF=WC-180 GUSTO SING5 A
IM
` r
WR5 LAYER *I,
STUCCO WRAP
AMIGO AMroro-WFWC-i8® ��� I Y J.
CUSTOM CASING 5EAD
WR5 LAYER *1,
STUCCO WRAP
WR5 LAYER "2, FORT IF
]BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
6" S.A.F.GFEED
TO S T�-IIN� __ SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE AGCE55ORIE5 ONLY)
CASING BEAD
DTL. 0S) C ANT.
1OA
SCALE: 1 1/2' =1' -0"
-- 6" SELF-ADHEREING
FLASHING WRAPPED
6 TOP OF WEEP SCREED
TO SHEATHING BELOW
WR5 LAYER *1,
STUCCO WRAP
`-'r— WR5 LAYER *2, FORTIFI5
]BUILDING PAPER
I
SELF-ADHEREING
FLASHING WRAPPED
6 COMER OF CANTILEVER
4' POSITIVE DRAIN
WEEP SCREED
NOTE:
IP ZIP 6�EATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
NOTE
1*'IETAL- L-ATk4: L-AT�4 TO 5E PER F
R=103.e.1 / A5TM C=041-0e/ M'IN. 2.E5 L-55.
PER 5a, NT`ARD (UTIL ITS OR NOANAL
L=AT�4 DOES NOT MEET 5PEG FGAT ION5)
MOTE:
WOOD CT(oN
IF- ZIP SHEAT
ING SYSTEM 15
l INSTALLED, P
EASE 5EE
MANUFACTURERS
I' ` ' .._
_ .I r' (STIVE
INSTALLATIONE
IOROCRE5
r: I
3/4 RESILIENT
�
t HER RESISTIVE
HAT CHANNEL
1 " f3ARRIER *2
VINYL CA51NG BEAD
THICK, 3 COAT CEMENT
` `• PLASTER
,Z
1y . METAL LATH
5/8" TYPE 'X" CIRAALL
W/TEXTU _ PAINN180WOOD
SHEATHING
F IN I
F` = oR �/16' TIP 51-IEAi1-�MCs 6YSt�7M
71�N<WAT DEMENT
. () 2x 2D 4EADERIrsPs=cs)
;:
°;NYL CORNER BEAD
VINYL CASING BEAD
DRIP EDGE
INSTALLATION
NOTE:
IF ZIP SHE WING S S EM 15
INSTALLED, PLEASr= SEE
MANUF=ACTU RS
INSTALLAT[N PRO E URES
VINYL CASING 5EAC
5/8' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH '
' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD .
VINYL CASING 5EAD
4" POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION Cr-
SEPARATE ACCESSORIES ONLY)
WOOD CONSTRUCITON
WEATHER RESISTIVE
r%�BAf2RIER "1
WEATHER RESISTIVE
�__�IBARRIER *2
tl`-41CK, 3 GOAT CEMENT
PLASTER
METAL cLATH �I
1��' �ZfpP��gA'I�T SY5�EM
r 1-1 5A IERjAl Ej Ate. 5PEC5.)
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL -1�
SUB -FLOOR DECKING
PRE-ENG'D TRU55 —�
WEATHER RESISTIVE
BARRIER *1
WEATHER RESISTIVE
5ARRIER *2
THICK, 3 COAT CEMENT -
PLASTER
METAL LATH
WOOD SHEATHING
4" P051TIVE DRAIN
RIES
LNO GAP INFIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
" THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
_ VINYL CA51NG BEAD
ANTILEVER DRIP
EDG�
D RA 1 N,4GE PLANE (VR5
L=AI'ER #1, STI,ICGO I.URAP)
UJR5 LA`' ER 1'2 (F0RT1f15ER
5L�IL=D INC; PAPER)
METAL- L-AT4
STUC,G0
W00D 5I4EATHING
5EL=F=AD�4E51VE FLASHING
x
x
x
x
4..
a
4.
FINISH LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL 4
STICK 10 DRIP
EDGE TO J^
DECK
I 1 "Xl 314" P.T. OR SIMULATED
WOOD (TREX) FILLER,
CONTINUOUS
WATER PROOFING 1st \\
LAYER (2 LAYER PEEL`S
STICK) WRAPPED FROM /
BALCONY DECK TO —�
CANTILEVER
6 PEEL 4 STICK is
DRIP EDGE TO DECK
SUB FLOOR
- ...........
•..coMParxre rip
AwASrr a AjVTr
a__ _ ______
SI A ,..�
Woo ( RE x) ILL R, A"
FOR 5ACK�ER//
rSH*LA
SEALANT—FIYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL
VIN`', CASING
5/8' TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED k
FINISH -
" THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
3" X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL 5ED OF
SEALANT,1�" MIN.
SPACE FROM DRIP
FACE TO TREX
X4" GAP FOR 5ACKER
ROD 4 SEALANT
VINYL CASING 5EAD
WEA R SISTIVE
R #I
ATHE SISTIVE
Rill *2
PECK MEM5RA",,;=,
�. END OVER DRIP
EDGE
3' X 3" 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL 5ED OF
SEALANT, V MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING 5EAD
WATER PROOFING lst
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER *i
WEATHER RESISTIVE
5ARRIER 02
4" POSITIVE DRAIN
WEEP SCREED
VINYL CASING 5EAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCE550RIE5 ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
14A coRNER
2x FRAI" I ING 1'''IE, ISEiR
s" THICK, 3 COAT CE1-IENT
PLASTER
CORNER 5EAD
FA5TENED TO 5I--IEATI-IING
1 " O.C_ 1" IAX.
WR5 LATER *1,
STUCCO WRAR
WOOD 5I4EAT4NG
t"IETAL LATH
COLUMN SHEATHING
'�- -_WEATHER RESISTIVE
/ 5ARRIER *1
WEATHER RESISTIVE
J BARRIER *2
SAP.
PEEL 4 STICK
I X2`xV 'L' FLASHING
FULLY EMBEDDED
i IN ROOF CEMENT
-IN X 3' 26 GA. GALV,
METAL DRIP EDGE
10
Y4" GAP FOR 5ACKER SET (N FULL 5ED OF
ROD SEALANT SEALANT,12" MIN.
SPACE FROM DRIP
x: FACE TO TREX WEATHER RESISTIVE
VINYL CASING 5EAD 9 ' f' 5ARRIER *i
;x W RESISTIVE
WATER PROOFING 1st ,.-'� ; ' RE *2
LAYER (2 LAYER PEEL -_--� ` XT ( COLUMN
4 STICK) 'a CLAWTY
"dw, NaHEATI-JINGx
S.A.F.
PEEL 4 5TIC
I X2"x3' "L" FLASHING
5U5 FLOOR - - . II FULLY EMBD EDED IN
ROOF CEMENT
1 Jl�" X 3" 26 GA. GALV.
44 T_ ------ ----- �- -- METAL DRIP EDGE
"xl T. OR SIMULATED SET IN FULL 5ED OF
/ OD TREX) FILLER, SEALANT, X�' MIN. ,.,.
NTINUOUS SPACE FROM DRIP
/FACE 1-0 TREX
J'4" GAP FOR SEALANT - I •' VINYL CASING BEAD
OPT. BACKER ROD. -
MODIFIED 9® ' �': WATER PROOFING let
' LAYER (2 LAYER PEEL 4
3/4 RESILIENT STICK) WRAPPED FROM
HAT CHANNEL ` a BALCONY DECK TO
I t 5 CANTILEVER
VINYL CASING BEAD
TH f CK, 3 COAT CEMENT
' PLASTER
u
5/8" TYPE "X" DRYWALL METAL LATH
W/TEXTURED 4 PAINTED WOOD SHEATHING
FINISH
�
4' POSITIVE DRAIN " THICK, 3 COAT CEMENT PLASTER WEEP SCREED
NO GAP IN FIELD
VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY.
BALCONY DRIP
11C EDGE INSTALLATION Cab COLUM I
(WZ L" FLASHING)
WOOD SHEAtI-IINCx -
OR 7l16' ZIP S. EATI-IINCs SYSTEM
(INSTALLED PER MANUP. 6PEG5J
WR5 L.AYER *1,
STUC+-O WRAP
WR5 LAYER *2, FORTIF15ER
5U ILD ING PAPER
METAL LATH
THICK, 3 GOAT CEMENT
PLASTER ` ."
"SELF-ADI4ERING
FLASHING
DiRIP GAP , '
WRB LAVER *12, FORTIF15ER
5UILD ING PAPER WINDOW FLANGE
SCALE: NT5
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
— WOOD 5�4EAtHING
LURE LA'"t' E
STUCCO WRAF
UJRS LA -''ER 02, FORTIF15ER . 4 !
BUILDING PAPER'.
74— i"TETAL LATH
(EXPLODED $TI41C<, 3 COAT CEI" LENT
'VIEW FOR PLASTEIR
CLARITY)
BEAD
+ �yb WRf3� LAYER *1,
BEAD CS-0JL' JL A M STUGG� WRAP f
CORNER 5EAD
0FA51ENER 4 SPAGING rt" O.C.,
cr IU
TI-I• I CID, 3 GOAT GE1"IENT
PLASTER AF'F'LIED
DIRECTLY TO MASONRY
r1 J '.
� 4 �
WR5 LAYER *2, FORTH=15ER
BUILDING PAPER . x
METAL LATH i
' THICK, 3 COAT CEMENT
PLASTER y
"SELF -ADHERING 4 1
FLASHING
DRIP CAP
LUINDOW FLANGE
ASING BEAD Ca) WINDOAN
(FRAME. NO BAND)
ARCilTECTS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
s
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CREEKSIDE
LOT #3
-WALL
ASSEMBLY
DETAILS
10 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
R L I ... ABOUCHACRA
O 93723
11/10/17
W A3
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFISER
BUILDiNG PAPER
METAL LATH
" THICK, 3 COAT CEMENT
PLASTER
6 "SELF-ADPERING
FLASHING �
VINYL ANGLED /
CASING BEAD ,
DRiP CAP
WiNDOW FLANGE
NOTE:
IF ZiP SHEATHiNG SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
I It't AI I AtI/-%kII!7t-
WOOD SHEATHING
WRB L A�rE R 1*1,
i
STUCCO WRAP
:
UJRB LAVER #2, FORT i1=iBER
BUILDING PAPER.
I
i IETAL LATH
r�xPLODED 8THICK, 3 COAT C�1" r=NT
VIEUJ FOR LASTER
CLARiTiX) \
V55CCL�
W '
0. .
ViNYL ANGLED
CASING 5�E P
WRB LAYER "2, FORTIFIBER 1
SUILDING PAPER ;
METAL L`AtH
� 1
" Ta 41CK, 3 COAT CEMENT
PLASTER a
a .o
6 "SELF -ADHERING
WINDOW FLANGE
CASING BEAD WINDOW
(FRAME, W/]BAND)
JL C-J
WOOD SHEATHING
t' IrETAL LATI4
WRB LATER #I,
STUCCO WRAF
WRB LAYER 1*2, FORTH=15ER
?BUILD ING PAPER
" THiGK, 3 COAT CE1" IENT—
PLASTER
ViNYL ANGLED
CASING SEAR
VIN1''L CASING BEAD
NOTE:
IF ZiP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
UJ001D 5�4ATk4ING
Y¢' GAP T T-= --- s' THICK, 3 COAT CEMENT
CA51NG BEAD
1X TRIM MEMBER To TRIM 1'�_..L AT+-1
STUCCO TO
SiDING TRANSITION LAYER �'2, �oRTF15ER
UILDING� PAPER
S(DiNG WOOD SHEATHiNG
WRB L Y e - ` WR8 LAYER 01,
ST C STUCCO WRAP
CASING BEAD
6' SELF-AD+4EREiNG
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
10
(CROSS SECTION)
WOOD CONSTRUCTION
BE�oND
WOOD 914EATI-41NG —
WI=AT1-4ER RESISTIVE
BARRIER �!
WEATHER RESISTIVE —
BARRIER "2
" X rt Ya" LAP SIDING
r6' REVEAL
6' 5ELF-ADHERING —
FLASHING
STARTER STRIP
GALV,'
'X' 1=Lo
1
6" SELF -ADHERING
FLASHING
WEATHER RESISTIVE
BARRIER "'1
WEATHI=R RESISTIVE
BARRIER •2
Q
i/ 6" SELF -ADHERING
�..� FLASHING
GALv'D METAL
'Z' FLASHING
DO NOT CAULK OR
SEAL OPENING
I Y' X 6' SIMULATED
aa.
( WOOD TRIM MEMBER
SEAL GAP W/CAULKING
OR APPROVED SEALANT
STUCCO CASING
BEAD
SIDING TO STUCCO
C) BLOCK TO FRAME
TRANSITION
I
-----------------------------------
" T+41CK, 3 COAT CEMENT
PLASTER
LATER *2, FORTiFiBER
DING PAPER
I
I
i
i
XER ROD)
RAP,
i iNG
I
4 iNG
'LOPED
T
------------------------------------------------ ------------------------------------------------- ''--
-------------------------------------------------
s-
/�,, y4i GAS' T�F $11 T14ICK, 3 COAT CEMENT `
/ CASING BEAD PLASTER
SEALANT -� / TO IUINDOW METAL LATI4
t
t
t
WiNDOW FRAME
WiNDOW FLANGE
I
NOTE:
1" iETAL LATH: LATE TO BE PAR FBC
R-103.6.1 / ,4ST1I C-847-09, t-IIN_ 2.� L55- I, 2X FRAMING
+, MEMBER
PER SQ. *T"ARD (UTILITY' OR NO -ANAL
LATH DOES NOT MEET SPECIFICATIONS)
BUILD iNG
WRAP
a`
y,
'
-
WOOD CONSTRUCTION
-----------------------
•x.
I �>� ' $ ,
BE7OND
6" SELF-AD4 4ER(NCx
'
FLA54+fNCx
WOOD SHEATHING
WEATHER RESISTIVE
i I A
ISARRIr=R *1
WEATHER RESiS-NVE
X
!
WEATHER RESISTIVE
BARRIER 02
BARRIER 01 TO LAP
/ 6' A30VE TOPE Z
/ , 'Z ASHiNG
'
L A I R �/ FORT i F I E5R
uJ%6 REVEALAP SIDING
1LJ
' (+'
5U f �D iNG PAPER
SELF-AD�4l=RINCz
WE R RESISTIVE
-� IER *I
z `
PLASHING
;I
WEATHER RESISTIVE
BA ° IER 02
i
METAL L A
STARTER STRIP
.
i GALV'D METAL
J
DO NOT CAULK OR i
1
1
_ ,.- 'Z" FLASHINGs
I � � fi� � C K, � GOAT � � M � N �
SEAL OPENING
DO NOi' CA�.K O.
(EXPLODED
ViEW FOR
I\
GsALVD METAL
'T FLASHING
'`
WEATHER RE51sTIvE
BARRIER M TO LAP
CL A R i TY')
LIMP x 6' SIMULATED—
6" MIN. ABOVE TOP
o>= z FLASHING
WOOD TRIM MEMBER
-Z viN-1- -
I Y�' X 6' SIMULATED
WOOD TRiM MEMBER
(W%%' FLEXIBLE P ,°:"
\ /
r
BACKER ROD)
SELF -ADHERING
6' SELF -ADHERING
FLASHING
FLASHING
\
\`�
GEMrNT PLASTER
GPPROVED
ORAA SEALANT
WEATHER RESISTIVE
WEATHER RESISTIVE
BARRIER 01
BARRIER M
CASING BEAD U � A I � -ED WEAt�+ER RESISTIVE E-Z BEAD VINYL CASING
BARRIER 02 CW/W FLEXIBLE PVC
BACKER RODS
BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE
17A () FRAME TO FRAME 3ARR11=R 02
5C,4L> TRANSITION
PAPEI� IORTIFiBER
}r��..
D 5�4EAT+ 4 iNG
WRB LATER 01,
STUCCO WRAP
6" WiDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD ViN`T'L CASING
(W/3/8' FLEXIBLE PVC SACKER ROD)
r
«APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
------------------------------------------
DRAINAGE PL ANC C WR8
L AY'E R #1, STUCCO WRAP)
WRB LA*rER *2 (FORTi1=18ER — — -- —
BU ILD iNG PAPER)
Mr=TAL LATH x X x
STUCCO L.a=
WOOD SHEATHING
OR '1/16" ZiP SIHEATWNG SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF—ADHESIVE FLASHING
:r-r-r.a, Iv. �vlvn�v r��nunv u�ry
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT #3
ARCHITECT:
STATE OF FLORIDA
1 AND A. AB . CHACI
I NO i'23
WAS
rill 'copy
CUT HOUSEWRAE
AT 45' ANC=LE
MODfFf1=D Y CU'
IN HOUSEWRAP
wE of WINDow
�'ENINCs
"=PROVED NOU
OVER SHEATHINI
LZ) STUD WALL
INSTALL W -
Sl=L4=-ADHERING
FLA6I4ING OVER
NAILfNG I=LANGI= AT
JAMBS
EXTEND F---SHING MIN
I' BELOW 5 —
FLEXIBLE FLAS1 41NG
DO NOT SEAL 80770M
FIN
EMPORARILY
OLD -UP 4 SEC
IOUSEWRAP (0
UCK FLAP UND
t HEAD
FOLD 4-40USEWF
IN AT JAMBS t
SLOPE SILL R.
INSTALL
SELF -AD
FLASHING
vINYL +4E
FLASHINC
DAMS) No
FLANGE
EXTEND
SELF -AD
CAP
ALIGN PLA544ING
Wl INT. EDGE O>:
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE& (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
I=LASHINCs AT THE
LP
XIN
ACX
:R0
400
XPE ADHESIVE
=XIBLE FLASPINc
,VER DRIP CAP
'ECTO-WRAP
EQUIv)
WINJIFL-./)OW FLASHING
INSTALL[\TI01V DETAILS
PULL W17-l'. A P
NO T E "
IF Lf=
FLEAGE 3EE INeTALLATICN
APPLY
M5RANE
LASHING
DER JOINT
I. IT IS THE CONTACTORS RESPONSIBILTY 1-0 VERPY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELI=-AD4-IERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATI=RIALS PIER MANUFACTUFir=RS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY P NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
POW 1199 POLLOWINC; COMPLETION OP
EXTERIOR RETROI=IT WORK
NOTE:
REPAIR SCHEME SHORT SHALL ESE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRJ510N BELOW THE
WINDOW OPENING
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
� H I T E C T S
L441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A AA #: 0003325
ARCHITECT
STATE OF FLORIDA
FlUNT
11/1®:/ 7
SCA'LZ.-
1/4" 1} "
SIMET
5
A
e \
2x(o 5U5-5ANt)
UJ/i "x4" NOTC14 a
END, UJRAPPI=D IN
P;=r=L 4 STICK
DRIP EDGE
1/8' TEXTURED
FINISH 0) WOOD
1/2' TEXTURED
FINISH a c IU
METAL t=A
l�
I�
1�
( 1
` 2 X(o 5U5 I
j
I `
/ 1
rw IE TAL FASC I A
I,URAP YS" FROI„I
STUcco, r FROM
WOOD WALL
EXTERIOR WALL `
C*-RA„IE OR C1 IU)
NOTE: NO-CI4 FOR 2 X&
1
ROOF KICK OUT REr*10VED
FOR CLARIT`r
ROOF DECK (5E1'OND)
DRIP EDGE, I" OFF WALL
VNOT INTO STUCCO)
)1-1/S" TEXTURED FINI5�4 1-2)
l WCOD, 1/2" TEXTURED
' FIN1SI-I 6 Ct" IU
2 xro SUB - P AND W/1 "x4" NOTCH e
END, WRAPPED IN PEEL $ STICK
1" ITAL 1
WOOD u
OFF WO(
c r71rAAi - i= vrl;;,. col - iui
-t/8N TEXTURED
NN15H * WOOD,
1/2' TEXTURED
1=IN15H +P CMU
METAL LATH
WOOD SHEATHING
OR CMU
WR5 LAYER 01,
STUCCO WRAP t1=RAME ONL*")
WR5 LAYER 02, 1=ORTII=I5ER
BUILDING PAPER
(I=RAMS ONLY)
ROO=tNG CEMENT
DRIP EDGE
METAL KICK OUT
SUB BAND DETAIL Ca-) WALL
SUB BAND DETAIL C WALL
W/KICK-OUT
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONL*T', FOR WALL OFF
SET OF Col" IPONENTS)
1WRAf=FDED
45OVE 5• • OF
DRIfm EDGE
2 x SUB - 5AND
uJ/V2"x4" NOTCH Q
END, WRAPPED IN
PEEL $ STICK
*ROOF CEI" TENT
ROOF EDGE
OP" I I TTE D FOR
CLARIT`�'
1=RA -lE OR Cr-lU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONL'*', FOR WALL OFF
SET OF C01" IPONENTS)
I" ITAL PLASHING, WRAPPED
i" IIN. Y4" A50VE 5OTTOt-1 OF:
DRII`' EDGI=
2x SUB -BAND
uJ/V2"x4" NOTCH -a
END, WRAPPED IN
PEEL 4 STICK
*ROOF GEt-IENT
ROOF EDGE
oi~IITTED FOR
CLARITY
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA, ° 0003325
ARCHITECT:
ATE OF FLORIDA
AIR NO, 93723
z1q11/10/17
L) ATESk
N
1/4„=1,_o$_