HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA
CERTIFIED BUILDING
CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REVIEW BY BUILDER
CONTRACT DOCUMENTS.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
IS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
SED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
'ORMATION) TO THE ARCHITECT OR ENGINEER FOR
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
CTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET.
a,
1430
CULVER DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING
CODE RESIDENTIAL
ABV.
ABOVE
LAY.
LAVATORY
FBCR 2017, 6th EDITION
( )
A/C
AM CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
-FLORIDA FIRE PREVENTION CODE 6TH EDITION
ALT.
ALTERNATE
M.
MANUFACTURER
-NATIONAL ELECTRICAL
CODE (NEC) — 2014 EDITION
AMP.
AMPERAGE
MIN.
MINIMUM
-ALL LOCAL AND STATE CODES
BD.
CL
BOARD
CENTER LINE
MID.
MIL.
MOUNTED
METAL
• OCCUPANCY
— RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
•CONSTRUCTION TYPE
— VB
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
• MIN. INTERIOR FINISH
— CLASS B
CONC.
CONCRETE
P.B.
PUSH BUTTON
• BASIC WIND SPEED
— Vult=160 MPH
CPT.
CARPET
PH.
PHONE
-
Vasd-124 MPH
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
• EXPOSURE
— D
DBL.
DOUBLE
PR
PAIR
•1-STORY RESIDENCE
-
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
DIM,
DIM.
DIAMETER
DIMENSION
R.
RAD.
RISEADIU
RADIUS
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
OR
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.
�G,
SHEEF
THING
SHOWER
SQ.FT.
CALC.'S
EQ.
EQUAL
EXH.
EXHAUST
SILL
SDIMAR
EXT.
EXTERIOR
SL.
SLIDING
LIVING
1828 5Q. FT.
F.G./FX ,
FD[ED GLASS
SG GL.
SLIDING GLASS
F.G.
FUEL GAS
SM.
STANDARD
GARAGE
430 SQ. I=T.
FIN.
FINISH
SWS
SHEAR WALL
ENTRY
I(o 5Q. FT.
M.
FLUOR.
FLOOR
FLUORESCENT
SC
SECTION
SOLD CORE
LANAI
88 SQ. FT.
FR. DR
FRENCH DOOR
Tom•
TEMPERED GLASS
FTG.
FOOTING
THIC
THICK
TOTAL
23(02 5Q ET
GA.
GAR.
GAR. DISP,
GAUGE
GARAGE
GARBAGE DISPOSAL
T.O.C.
T.O.P.
T.O.S.
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
A/C VOLUME
I6086.5
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.H.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
BUT. OR HT
HEIGHT
"W.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REV. DATE
-- 02/19/
REVISIONS
ISSUED
DESCRIPTION
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI —COVER
PAGE
PG
GN—GENERAL
NOTES
PG
1 —FOUNDATION
PLAN
PG
IA —DOWEL
PLAN
PG
1B—LINTEL
SCHEDULE (CAST—CRETE)
PG
1B.2—SAFE
LOAD TABLES
PG
2 —FLOOR
PLAN
PG
3C—ELEVATIONS
"C°
PG
4C—FRAMING
PLAN
PG
4.2—CONNECTOR
SCHEDULE
PG
5—ELECTRICAL PLAN
PG
6—HVAC PLAN
PG
D1—FOUNDATION
DETAILS/SECTIONS
PG
D2-1—STORY
WALL SECTIONS & NOTES (SHINGLE)
PG
D3-2—STORY
WALL SECTIONS (SHINGLE)
PG
D4—MISC.
DETAILS
PG
D5—PRODUCT
APPROVALS
PG
WA1—WALL
ASSEMBLY DETAILS
PG
WA2—WALL
ASSEMBLY DETAILS
PG
WA3—WALL
ASSEMBLY DETAILS
PG
WA4—WALL
ASSEMBLY DETAILS
PG
WA5—WALL
ASSEMBLY DETAILS
PG
WA6—WALL
ASSEMBLY DETAILS
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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160 MPH EXP C
ARCHITECT
-
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
II.
ATTICS W/ STORAGE
III.
ATTICS W/OUT STORAGE
IV.
POOLROOMS
V.
BALCONIES AND DECKS
VI.
STAIRS
VI I.
ALL OTHER ROOMS
B. FLOOR DEAD LOADS R301.4 15
30
20
10
75
40
40
40
C. ROOF LIVE LOADS R301.6 **
I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11, CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
II. EXPOSURE CATEGORY
III, WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.81,
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, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND,
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 6TH EDITION (2017) 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 PER R302.5.1 OF FBCR (2017).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
11 •1 11w1 Vy V. VILI V,NVVI!'1V LIVILI\IV VI I/LL.L UL VI ILL. I L/ [_I1VV L IL_Ix lm1VU
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- On BEYOND NEW FOOTING LINE.
10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
1N BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/<".
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.
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'IN" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
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 % INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY OR 2500 PSI PEA
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4, ALL LUMBER EXPOSED TO WEATHER, ORAGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5, MINIMUM NAILING PER FBCR, 6TH EDITION (2017), 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 R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8, FORASPHALT 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 3/4" 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 . SQ.
13: PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982
16: PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. 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
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG. _
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR 6TH EDITION (2017).
19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
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
2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS-LINKED.POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH Y" AMAFLEX.
4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
REINFORCING STEEL
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
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
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/21' THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C92611a &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
6, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
"L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
I. #5; W31 OR D31 AND SMALLER 211
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
C. CONCRETE NOT EXPOSED TO WEATHEROR IN CONTACT WITH GROUND:
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/II
CASING BEAD DETAILS DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/'I
WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
4. SHALL BE INSTALLED PER ASTM-Cl 063 -11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
APPROVAL OF THE ARCHITECT.
FIRE-RESISTANT CONSTRUCTION
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)
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) .
LL DATA
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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ARCHITECT -
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1DAB 06/O1/18
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■ CONT. VERTICAL DOWEL
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11/2'
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NOTES:
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- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OP THE P5CR 6TI4
EDITION (2017).
24'X24"XI2" CONC.
PAD W/3-w5 5ARS
E.W. ON CHAIRS
MIN. 3" COVER
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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DPRTjg: A06/01/18
8CALM 1/4"=1'-0"
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1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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--------------------
(2) 3052-SH
L-1 EGRESS
L— 3
L INT]YEiL SCHEDULE
NOTE:
THE LINTI=LS MAY BI= SUBSTITUTED WITH LINTELS I=ROM ANOTHt-=R
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
4ASTM4 OwGT� LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
17'-4'
8F28-IB/IT
L 2
4'-6°
8FI6-05/IT
L 3
I'-6'
8FI6-I5/IT
L 4
II'-4'
8FI6-I5/IT
L 5
9'-4'
8FI6-I5/IT
L 6
7140'
8F24-I5/IT
L -1
4'-6"
81W-6-05AT
RECESSED
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PACK:
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SCHEDULE
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
U
J
06/01/18
SCAL b 1/4"—f-0"
BHZICr
m oll
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
C'
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1 B
8F12-1 B
8F16-1 B
8F20-1 B
8F24-1 B
8F28-1 B
8F32-1 B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4' 0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
1 6096
5400
1 6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9' 4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" {126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1 1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (1$4") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
17'-4" (208") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
N R.
NR
NR
NR
NR
IN
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
SF8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5' 4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1 1914
2354
2797
3240
591
657
990
1029
1466
1 1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12' 0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13' 4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N. R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-06
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-113
8RF22-1B
8RF26-1B
8RF30-1B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
1 7947
9416
10878
5'-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7' 6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
2618
3595
2875
8" PRECAST W/2" RECESS DOOR U-LINTELS
40111111111ZTIW�
UPLIFT
LATERAL
LENGTH TYPE
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
g53
853
1192
1455
2240
3036
3837
4643
5453
5' 8" (68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
T-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1 1728
2088
2450
TYPE DESIGNATION
8F1 6-
NOMINALWIDTH - i
NOMINAL HEIGHT J
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF#5 REBAR AT
BOTTOM OF LINTEL CAVITY
1 B/1 T
L
QUANTITY OF #5
REBAR AT TOP
"REUUUE VALUE BY 15% FUR URAUE 4U FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
° 1-1/2"CLEAR
a C.M.U.
y
°.. GROUT
• " 0
7-5/8"ACTUAL
8" NOMINAL WIDTH
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f'c precast lintels = 3500 psi.
1.
Provide full mortar head and bed joints,
lintels must be reduced by 20% if bearing length is less than 6-1/2".
2. fc prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. f'c grout = 3000 psi w/ maximum 318" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/
4.
Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L1180.
addional reinforced masonry above the recast lintel.
Y p
6. Prestressing strand per ASTM A416 grade
7.
Bottom field added rebar to be locate
d ed at the bottom of the lintel cavity.
7/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
6.
One #7 rebar maybe substituted for two #5 rebars in 8" lintels only,
270 low relaxation.
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
7.
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. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
U
ry
0
F
a
0
O
F
x
SVEIDTv. 89 LOT:
CREEKSIDE
LOT 62
PROJECT*
04321.000 062R1
MODIC=s
4EBB
"1828-CALI"
GARAGE 8WMG.-
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
[ij
A. ABOIJ6HI CM
NO 93723
06/01/18
SCALE: 1 /4"=1' - (
BHEET
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH FOC R302."JA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5
COIkPOPENT AND CLADDND WND LOADS
BASIC WIND EVOSIN FOR 3 SECOND GUSTS
OMNNGS
SOUw
ZONE
160 MPH WIND (WtD
FEMM
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.Cz.D. MIN.
12
5
30/-3-T
CRITERIA
80-t0 O.H.D.
56
5
30/-38
16010 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-68.29/
IF
ROOF TILE
N/A
3
-$8Zg
APPLICA5LE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=H,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
GABLE ROOFS
WALLS
0_q10°
.' e 1 �.
e ,
k�y
1
jh 01 10
1 r I d I tV°'cr ..c ° ~'��,H �J 1W <0!5.FV
GABLE ROOFS -'��-
10< 0 -� 450 NIP ROOFS
10"<00"
I -or $1: 1. I'm 304.8 mm,1 degree, � O..(3175 Tad
Note: a 4 feet in all cases.
FIGURE R301. ("i)
COMPONENT AND CLADDING PRESSURE ZONES
III -Oil
3'-4" 16' DII _4u �1_�11
HP I (2) 3052-SH
1=, E
OWNER'S
SUITE
CLG.
-O"
Eft
V. qj
C 0. �.47
E)
>� BATH
Q 8 -8 CI-G. �+
J
CI-QII / 1_/T 11 2'-4
36"x60°"� K V.I
(2) 3052-
LIVING ROOM
W-8" Cl
-10" 14'-211
l�J
IR-ISH
W.I.C.
1 �
GLCs.
LANAI
I
- 1'-0" 10'-0"
DINING
ROOM
61_111
m
A
Y. -------b36 I
I DW�m
--
KITCHEN
CLG.
r---
1 OPT.
REF
w/encL.
-S IR-ISH
— SINK
1024
—
51036 -
IR-ISH
r ,
I IL • LAUN.
10� s 88
ID
1 11
3'-C" 8'-10
N
2'-IO
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I fK r —
b36 R4
PAN.
_
BDRM. #4/
I L� ��
aRCu v..
O O
3-SH
DEN
V.
-8"
a 4 _� 3_
I I
_4"
2 _4 r
-4
III
v
BDRM.#3
R
��iC
�i�
���
j j
ry•�
8'-8' CLCx.
Or— zz'x54° �
I ATTIC I
L ACCESS J
50LLARD
AS REQ.
PER 5LDGz.
CODE
GARAGE
a'-&' CLG.
ENTRY-
8'-B' CLG.
m
II
L
I
L
V.
3'-4"
zll
ul>
D
`
BAT'H #2
?
C
V.
4
all
O
mp L\�
Y
I�
Q)
BDRM.#2
CLG.
ARCH ®
8'-O' AJFP. •8
— � I
--------------------
(2) 3052-$H
EGRESS
-10" 4'-0" 10'-0"
4'-4" 14'-0"
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS
THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR
20-MINUTE FIRE -RATED DOORS.
EXTERIOR MASONRY
WALL 5RCx. HEIGHTS
W-8" 5 G.
SQ.FT.
CALC.'S
LIVING
1828 SQ. FT.
GARAGE
430 SQ. FT.
ENTRY
I6 SQ, FT,
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
16086.5
r DOL.
TOP
PLATE
n
m
A BAR DETAIL
SCALE: 1/2" = I' -0"
O VANITY (D) VANITY
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
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U
w
Irs
R
Q.
A
SVHDIV. de LOT:
CREEKSIDE
LOT 62
PEtOJECT#
04321.000 062R1
�[ODEL:
4EBB
GARAGE
GARAGE B MCC-.
LEFT
PAGE:
FLOOR
PLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
06 }
ROL D A ABOUCACRA
AR NO 933
DA06/01/18
SCALE: 1/4"=V-0"
8HEET
2
REAR ELEVATION
TEXTURED FINISH
1�6
S'-S" BRS. Hq` ,�
YI1-011-
0'-0" FIN. FLR.
W-S" BRIE. HGT.
I1-0"-
0'-0" FIN. FLR. L
4" FRIEZE
BAND
V-V BRCs. PGT. S,
OPT.
COACH
LIGHT
0'-0" FIN FLR. 0'-0' FIN. FLR.
I-
OFF RIDGE VENT OFF RIDGE VENT
7r
�w
IE FT ELEVATION
TEXTURED FINISH
OFF RIDGE t
OFF RIDGE T
I
E a.
12
6�EQ.
SHINGLE
ROOF
E a. Ea,
DECORATIVE
FOAM DRAIN
t(LES
IS
"]FONT ELEVATION
TEXTURED FINISH
NOTE: LUALL FENESTRATION FLASHING AS PER FBCR R103A
r�
p-0"
�r
r
N
i
N — — — — — 0'-0" FIN. FLR.
.RIGHT T L EVATION
TEXTURED FINISH
i 8'-8' BRC. HGT.
16'X60" F7PON
DECORATIVE
toWA SHUTTERS OR
TYP. EQUIVALENT
4" RAISED
r BAND (TYP.)
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
N ET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OF ATTIC
= 470.4 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
= 4.04
TOTAL#OF VENTS PROVIDED
= 5
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUI RI
67.20
�88
ADECIO_1-DETAIL
SCALE:
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
F
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0
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w
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F
F;
stmDry a s or.
CREEKSIDE
LOT 62
PIROJECT
04321.000 062R1
MODE14
4EBB
"1828-CALI"
GARAGE BWDM.
LEFT
PAGE:
ELEVATION
„C„
160 MPH EXP C
ARCHITECT -
STATE OF FLOROA
rscaa.-a-
DATE. 06/01/18
39CAIAM 1 f 4"=1'-0"
821MET
3 C
In
BJI *.J,jl 8JI
fl II II II
5J3 II II II II II II II II II II 8J3
5J5 = t[ LL-2 = BJ8
Al
Ab
71
.95
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- 9Y9
JZ
It
Ix4 DIAfs. BIM.
CHORD BRACING, _ �
Tyr.
lw
aol
I
Ix4 BtM. CHORD BRACINCs
12' O.G. MAX., SECURED W/
(2) 10d COMMON NAILS ® AIA p
EA. CHORD INTERSECTION,
Typ. I l I
Vy
a O@
as^x64° ACc =55 - - - I O
I I li I I
I I I I
I
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I I I I
86
_e,
I �'u I
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ICsE Cl
3'-o" 3' 011 3'-0" 3`-o" 3'-011 �-o11 3'-01,
IX4 Dl4a BTM. CHORD FIELD FRAMED CsABLE END BRACI
BRACINGs, rm. ARCH m V-V AFF SEE DtL. '4' SHEET D2
FRAMING PLAN
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
w
U
4
4
a
a
A
ti
stmgr '. de LOT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODEL:
4EBB
"1828-CALI"
GARAGE 39I1rWO:
LEFT
PAGE:
FRAMING
PLAN
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
AA.
ROLUCHACRA
AR NO 93723
DATE 06/01/18
SCALE: 1/4"=1'-0"
EMMET
riI�MA
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MITek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16.18
2430
(2) META-16
1985
(12) 10d x 11/2" 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY, EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8)16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
y
OC
Z
(2) HTA-20
2430
(2} HETA-20
2035
(12) 10d x 11/2", 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
2500
110) 16d 2-PLY, EMBED 4"
(13) 16d 2-PLY, EMBED 4"
0
LUGT-2
2260
LGT-2
2150
BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
<
DHTA-20
2430
DETAL-20
2480
(16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15 +
4175
MGT+
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2 +
9790
HGT-2 +
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3 +
9860
HGT-3 +
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1510 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLELTO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 11/2"
(10) 10d x 1-1/2"
MUGT15
4175
VGT
4940
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3"
HUGT
7185
(2) VGT
7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3"
MTW 12
1195
MTS-12
1000
(14) 10d x 11/2", (14)10d
(14) 10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16)10d
(16) 10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20) 10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20) 10d
(24) 10d x 11/2"
ESTA 12++
930
LSTA-12++
925
(10) 10d
(10) 10d
LSTA 18 ++
1235
LSTA-18 ++
1235
(14)10d
(14)10d
MSTA-18++
1310
MSTA-18++
1315
(14)10d
(14)10d
MSTA-24++
1640
MSTA-24++
1640
(18) 10d
(18) 10d
N
MSTA-30 ++
2065
MSTA-30 ++
2050
(22)10d
(22)10d
CL
C
MSTA-36++
2065
MSTA-36++
2050
(26) 10d
(26) 10d
KSTI236
3890
MSTI-36
3800
(36)10d X 11/2"
(36)10d X 11/2"
KTSI248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) 8d TO PLATES, (8) 8d TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6)10d TO PLATE
(6)10d x 11/2" TO STUDS
MP34
525 IN F3 @ 160%
A34
515 IN "F1: @
160/"
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) lOd x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18) 10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST WJ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PHD4A
4175
VGT & HD7B
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST WJ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
6775
ABU 44Z
2200
6665
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
LTS19+++
1205
LTT19+++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN)" EMBED) IN CONIC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (8)10d TO WOOD
LTS20B +++
1100
LTT20B +++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (10) lod TO WOOD
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGH
EPDXY (MIN. 7" EMBED) IN CONIC., (18) 16d X 21/2"
(1) 5/8" A,T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 2 1/2"
Z
HTT45
5005
HTTS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2"
Q
UPHD11 +
14395
HHDQ11-SDS
2 5+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS
(1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SDS X" x 2'r4" WOOD SCREWS
PHDSA
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) W53 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (3) 3/4" STUD BOLTS TO WOOD
TDX8
7870
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
7130
MBHA
3.56/11.25
3475
5330
(1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (12) 10d TO BEAM
HUS4121F
3060
2710(100%)
HUSC412
(WOOD)
3635
2660(100%)
(10) 16d TO HEADER, (10) 16d TO WOOD
(10) 16d TO HEADER, (10)16d TO WOOD
3325 (125%)
3265 (125",6)
Lu
(D
HD410IF (CMU)
1950
5000
HUC430
(CMU)
1800
4500
(18) 1J4"" x 3"" W53 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16""TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD:
Z
2
HD210-21F (CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d. TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD:
LGUM26-2
2125
6065
Is
LGUM26-2-SD
1430
5595
(4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000=C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID W/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
N
+++ MINI MUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MI NI MUM EMBEDMENT INTO THE FOUNDATION WI ILL BE 7"
O
A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
W H EN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ / 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 ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORSC-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAG16, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016.
SOFFIT SHALL COMPLY WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
* FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES).
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MINIMUM WALL & HEADER
STUD REQ ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH & BEVEL TO FITTIGHTTO TRUSSAS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGLE
STOR'(' APPLICATION
SIZE
CLEAR SPAN
D5L 2
x 6
UP TO
D5L 2
x 5
5'-4' TO 7'-0'
D5L 2
x 10
1'-0' TO 10"-110"
D5L 2
x 12
10'-0' AND OVER
TWO STOR'(' APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
x fo
UP TO 5'-0"
D5L 2
x 5
5'-0' TO 6'-4'
D5L 2
x 10
6'-44' TO 8"-0'
D5L 2
x 12
6-0' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN IN UP TO 5'-0" TO g1_0"
U.N.O. 4'-II 1 2' �'-II 1/2° AND UP
NUMBER OP HEADER STUDS
SUPPORTING END OF HEADER I 2 3
NUMBER OF PULL LENGTH STUDS
AT EACH END Orr- HEADER I 2 3
2 x 12
!"2 51'P)
i/1(0' 055
NAIL (3) 126 a 6"-8" O.C.
TYP. 2x12 BM./HDR.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
W
V
W
0
K
a
5.
A
ausi)IY. 89 LOT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODE14
4EBB
"1828-CALI"
GARAGE s�rIN
LEFT
PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP C
A rrr=CT.
STATE OF FLORIDA
i
r ;
J�N ,
6 � -
AND A. ABOVI ACRA
R NO 93723
06/01/18
SCALE: 1 /4" =1' -
811EET
m
ELI=CTRICAL LEGEND
SYMBOL DEFINITION I NOTES
125V OUTLET 20 AMP SNMA POLE
IIOv OUTLET
Or OUTLET
� I IIOv OUTLET I In SWITCH WIRED
GFI
110v OUTLET
t-CAU _v WWOW 1-AV4.I
INTEIBIPtER (TAf1PER
RESISTANT TYPE)
E@
220V OUTLET
(4) WIRE CONNECTION
-F�--
W4TERPRODF
GRI FP
::Q CAI
CUTLET
RT
NTE
SWITCH
SWITCH I 3-WAY OPER
"D4
SWITCH
4-WAY OPER.
I ii
WALL MOUNTED
I�
LIQ4T
CEILING LIGHT
``O/1 VP
VAPORFROCIP
�01
RECESSED CAN
WALL SCONCE
PRE -WIRED
VENT. PAN
1 C31M PER SQ FT.
VENT. FAN
W/LIGHT
I CPM PER Ila FT.
l
FIXTURE
f�
(SPEG'8 TBD BY
5U[Lprw
FLUO RIES
:-BULB WRAP
LIGHT
AROUND
_
T FLUORESCENT
= = = =( 14' FLUORBSCENT I I
Imo""_". EMMffJ1. �I11
METER
O $,D.
BATT, BACK-UP
SMOKE PETECTOR
W/ HARDWIRE
WALL r1IOI NnW
BAtt. BACK-UP
SD.
SMOKE PMCTO2
W/ HARDWIRE
a..s�ivxn� n�nv�civc LATER-CONNE
0 8/CO SMOKE DE1ECtOR SHALL BE A
COMO OF NOT LESS
PENDANT LIGHT
OUTLET
TELEPHONE JACK
I Wph I D BCC='®r 13m Bi EwFAT'ED I
TV. I I TELEVISION JACK
iv oc wrr-
JO J_BOx ACCORPAN<
MARKED AS
TO BE SUPPORtED IN
CEILING FAN4.IC T ACCORDANCE W/ BO?
MARKED AS SUCH"
FLOOD LIGI4T
I I KP I I KEYP� RITY I I
PJS. PUSH-BUTTON FOR CHIMES
. • Uee PORT
LOCATION OF TV JACKS E PHONE OUTLETS +
FANS TO BE VERIFIED B HOMEOWNER
PRE -CONSTRUCTION MEETING,.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6TH
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI ® ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO 13E LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501A F5CR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE SHALL SE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL EE NON METALLIC
GABLE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 6TH ED (2011).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHTING MUST BE
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011, 6th EDITION R404.1
OPT. --------------
COACH
LIGHT
W P Panel MAIN - A
PANEL: 8/16 wp crt breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
I Circuit
Circuit
I Watts
I Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
Space
#12
2
20
Irrigation Pump
1000
3
4
5304
iSpace
A/C C.U.-1
35
2
#8
5
6
Space
7
8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & i-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
6
6
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
8
# 12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / tted. #2 & #3/ Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Living Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen, Pantry. & Dining Ughts & Rcpts AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #4 / Den AFCI
1200
21
22
1200
Garage Ughts and Receptacles GFI
20
1
#12
Space
23
24
900
Owner's Suite AFCI
15
1
#14
Space
25
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
28
900
Extenor Lights and Recept GFI
15
1
#14
Space
29
30
1000
Irrigation controls only
20
1
#12
Space
1 31 1
1 32
Space
Space _
34
Space
Space
36
Space
Space
A41
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 65%
5526
40
Space
42
Space
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Call; ulations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43600
'
First 10000 watts at 100%
10000
Remaining watts at 40%
13440
_
Total A/C load
10829
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
Total Connected Load Watts 17347269
Total Amps (watts 1240 wits) 1
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Us & Rec 3 W / Sq. Ft.
5484
Hi -Hats 1 at65W/1_i htat100%
65
Total General Lights & Rec (Watts)
5549
Ckts# watts/ckt Totalwatts
General Us & Rec Panel A 1
91
617
5549
1E;;0 A1„CP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL 15E TYPE THWN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
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 TO IBID.
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 A OVERHANG.)
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
MC15
TELEPHONE SERVICE
ENTRANCE
E=IF1MENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
CA13LE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 "4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION (2011).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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^r
�I
SVHDIV. dC LOT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODEU
4EBB
"1828—CALI"
GARAGE ISVMG:
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP C
ARCHRECT:
STATE OF FLORIDA
V
ND A A U ' ACRA
AR NO 723
DATE06/01/18
SCALE: 1 /4" = V - 0"
SHEET
011
12X12 12X12 LIVING ROOM LANAI
10X6
OWNER'S 120 CFM
SUITE
6°
DINING
Irt51GFM t" ROOM
i
i
5"
— — 10X6 10X6
120 CFM 120 CFM
45
.� 151 CFM
6" 6
a° 0. Ell
BATH 4' 1 6w _
$X4 W.I.C. _�--- -- --�
45 GFM 16,
10X6 L--J
— ---- "'5—� 120 CFM
1 `5
I c-M 6X4 KITCHEN
10X6
-15 CFM -- O— --
----
12X8 — — — — -U- 12X16 I
BDRM. #4/ MA rz
DEN P� 411 1 1 LOUVER BDRM. #3
16" I PLANTATION
1 1180-04 2'8'
MAX AIR 10X6
584.15 CFM 15 CFM
V-
5°
- - 12X8
PA
O T
r -I
I
L J 4J 411
10X6 (oil
°
�5 CFM
45 GFM �M
12XS
PUASSS I BATH 2
GARAGE
10X6
FOYER -15 cFM
CALI EQUIPMi=NT 5CI-11=DULE
3 TONS
BDRM•#2 Mr-3 CARRIER
G.U. 2E-;H5C536A*30#
- - - A.H.U. FX4DN(5,1=)031L
ENTRY s�ER 15 DER
TOTAL CAP 34800
ELECTRIC 208n3O/INP
5RKR G.U. 35 AJ 4.U. 35
- - - -- - - REF LINES 3/4' 4 3/81
-?VAC
PLAN
w
y
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0
F
a
F
q
avaDry de LOT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODEtr
4EBB
"1828-CALI"
GARAGE aVfMG:
LEFT
PAGE:
H VAC
PLAN
160 MPH EXP C
``
DATE:
06/01/18
aCALa: 1/4"=1'-0" 1
!V b REAR VMRtICALLY ILV GONG,
FOUR CELL
SEE ENER3Y CODE FORMS FOR
INSULATION R-VALUES
z TEMUIEP FINISH
y a a' Cm
n In, GYP. U.. W.
WOOD BASE
S . ..
z p $TOUT" 4' CONC, REIF D W/ 6'X6'
r I 4 _ WAXWIA UAIF OR R HFIBISERMESF4 ON
° 6-MIL VAPOR RETARDER ON
t0 p WELL -COMPACTED CLEAN FILL.
�-• , TERMITE TREATMENT TO BE
BORA-CARE APPLIED AT FRA iMfx
zp zV
Yin L 4" p-0. 4'
1-0
(2) b MISAR ON CHAIRS
1—STORY FOOTING
�1 W/ BLOCK WALL
`4' GONG, MIFF. W/ 6'K6' WIAXWIAO uA4'I ON
6-MIL POLY ETHYLENE VAPOR RETARDER
L 4" ON DELL -COMPACTED CLEA'L KILL TERMITE
0 6, TREATMENT SHALL BE BORA-CARE
!U IS REBAR ON CHAIRS
4 THICKEN EDGE
SCALE,
w�
?Q�
a?
Z iqo. 6'X6' WAXWL4
ON "ip VAPOR
IET FIRE -COMPACTED GLEAN
FILL AIMENT TO ME
ARE APPLIED At FRAMING.
I Ai or b REBAR ON CWAIM
4 m 1-q
1—STORY FOOTING
4A AT FRONT PORCHES
Zr
ni
-WI.4XW / 6'W WA0 WWM
ON 6 POLY ETHYLENE VAPOR
M ON WELL -COMPACTED GLEAN
a F TERMITE TREATMENT SiSBE
i CARE
T l2) 'RE
ON CHAIR$
GARAGE STEP—UP N\i
/ 1—STORY L.B.W.
W/ UPLIFT
6 D EXPENDED FOOTING
S
CALE= I/2'=1'-0°
= . -
isin
4' CONG. RE-p W/ 6'X6'
Q
WAXWIA 4IIIF optFIftill SH ON
6-MIL VAPOR RETARDER ON
ro
°
L-COMPACTED CLEAN FILL.
ITE TREATMENT TO BE
-CARE APPLIED AT
FRAM
(3) b IE ON CHAIRS
/ 2—STORY FOOTING
W/ BLOCK WALL
/-!V b REBAR SET IN 61MPSON HIGH
z `" / STRENGTH EPDXY 6' EMBED. MIN.
L
v-
4' GONG., Mi IW 6'x111i' WL4XW.40
e - WW'I ON a -MIL POLY EiHYLETJE
VAPOR RETARDER ON
U,ELL-COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
DORA-CAE
TYP. RETROFIT FOR
A OMITTED D0� WELS
/T061LA15
W/}'
MIN. • 32' OC MAX
5)7 j FILL. TE TE Tf�AYMF7TO BE
m UA �_J BORA- APPLIED r FRM1MCs.
a, (21'5 REBAR CHAIRS
1—STORY FOOTING
AT L. B. W. (W/ UPLIFT)
F, eeaL.E:Ire'=r-o'
C
m�
+ . 4' CONC, Iiii W/ 6'x6' WAXWIAO WLI'T
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON UP] L-COMPACTED CLEAN
A"A" ML.L TERMITE TREATMENT SHALL BE
BORA-CAr.E
GARAGE STEP—UP
�1 NON —BEARING
4' AX IIIAO
yA
PO YET VAPOR RET
U.EAN
FILL TER
L BE BORA-CARE
_z
in p
RAGE STEP—
NON— BEARING
EXTENDED STEP
SECURE P.T. BT. P O
B W/
�I/MW ANCH t
EMBED. MIN. T Oc
w u,
4 ° W/ it i, WAXWIAO U4M
ON -M Y ETHYLENE VAPOR
.a ON WELL -COMPACTED GLEAN
m N ITE TREATMENT SHALL BE
-CAFE
z w M b ON CHARS
L>
:n O 4" 6" 4",
-m'
ARAGE STEP—UP
2—STORY L.B.W.
6 EXTENDED FOOTING
SCALE: I/2' • I' -®°
li SLAB 1 11 i-CURB HEifi� XAI�'
z-
E
REUF. W/ 61x6' WAXIIIAO UL M
_
ON $-MIL POLY ETHYLENE VAPOR
• RETARDER ON WELL -COMPACTED CLEAN
TERMITE TREATMENT SHALL BE
-GAPE
LAB AT GARAGE
7
SERVICE DOOR
6cAL I
: =1
NOT USED
• ..
POURED LINTEL COW (TYR)
S' Cm U FILLED CELL (TYPi
2X WALL MIAMING
(4)10cT' ANCHOR BOLTS or (4)y/M'
J-BOLTS MIN. 5' EMBEDMENT W/ 2'X1
WASHER AND NUT SPACED EVENLY MR(XM
FLOOR TO BOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
SOLID POUR ACCEPTABLE RETROPI
EXT. /INT. FRAME WALL TO
BLOCK WALL CONNECTION
11
J)
6G41-i Ire'°P-0'
(2) IS REBAR a I -STORY
(3) b REBAR • 2-61-ORY
O.ItSIDE REBAR TO BE
CONTINUOUS
e I _
e e
a
i d
J r
4' CON INFORCED W/ 6'X6' WI.4MWA
U,IIIF OR FI R`IE6H ON 6-MIL VAPOR
RETARDER WELL -COMPACTED CLEA
FILL TE1vHttE thReTlt TO BE
BORA-CARE At FRAMINCs.
!b) 5 REBAR ON RE
2 �
2—STORY FOOTING
/l� 1 AT L. B. W.
� ' SCALE:
PLATE TO SLAB W/ 10d
NAIL • 32' O.G. HAX
FLR
a
� R REBAR
0 T
� ' C.OIVC. IEU'FOROEP W/ 6'X6' WIAXWIA
OR FIBER,IESH ON 6-MIL. VAi W OR Ci'IR'IER
z W ON 4ELL-COMPACTED <
FILL. TREATMENT TO BE
4" I'-O 4" BORA APPLIED AT PRMING-
I,_a(2)=5 RE CHAIRS
1—STORY FOOTING
AT L.B.W. (W/ NO —UPLIFT)
2 U SCALE. 1/2'.I'-0'
STUDS K' OL. MAX
SPSON SP4 ' O SMRWO N SP4 aM
IM' O
HEIGHT OF GARAGE SECURE BT O W/;'xS' HEIGHT OF $APACE $EGUNE BT. A O w PKy'
VARIES WITH SLOPE 2' R T' EMBED. VARIES WITH SLOPE 2' R T' EMBED.
MIN a MA MIN. • OG MAX
w XY FOR EXPANSION 'E D FOR EXPANSION
Q N
aa.
r REW,01ii .ED W/ 6'X6' WL4XWA a •. 'CONC. WIW-ORGED W/ 6'X6' WUTXWA
FBERMESH ON 6-MIL VAPOR OR FIBERMESH ON 6-MIL VAPOR
L w BETA R ON WELL-GOMIiiii GLEAN z W' IE ON BELL -COMPACTED CLEA
MLL. TE TREATMENT TO BE L y FILL.. TREATMENT TO RE
APPLIED AT MQAMING. ;� " „ a' a 4" BORA APPLIED AT MZAMNG.
- REBAR IRS z 0 (3) b REBA CHAIRS
GARAGE STEP—UP GARAGE STEP—UP
6 L.B.W. W�/ UPLIFT 2—STORY L.B.W. W/ UPLIF
i V 11 $--ALE: 1/21.I'-0'
Si TO BE MIN.3 COURSES
'•� (IJ b REBAR VERTICALLY W/ CONG,
a POURED CELL
V cm
z
}_ NOTE. OPTIONAL USE OF
J ,I, CONCRETE CURB • GARAGE
WALLS TO BE DETERMINED BY
Sip BUILDER BY DIVISION.
STOP
Cm HEIGHT VARIES
Of
N 0 ^ 4' GONG. !ENFORCED W/ VW WAXWIA
_ UIF OR MBERMESH ON 6-ML VAPOR
RETARDER ON 4ELL-COMPACTED CLEAN
• 4. RILL TERMfIE TREATMENT TO BE
BORA-CARE APPLIED AT Mlli
z" z IWWWWK 4' 1'-0„ 4• (2) b REBAR ON CHAIRS
6 m g a„
�o
1—STORY FOOTING
8 AT GARAGE
CAULK AND SEAL
GAS LINE
I; PvGiIi l� NOT USED
FOR GAS LINE
6 a' GIMU
IR' DRTWAI
WIOOD BASE
o a°n
a
16 GAS LINE THRU BLOCK
1^J NOT USED
(U b VERT. POLLEE
LAPPED W/ BOND BEAM
(I1 b REBAR AT COReft
u
BY
EIGIi7 VARIES
w a
L
a 4' GONG REIFFORCMD W/ 6'X6' WL4>d"
n OR FIBERMESH ON 6-MIL VAPOR
° RDER ON WELL -COMPACTED CLEAT
r • HILL.
TE TREATMENT TO BE
BORA- IRE APPLIED AT McAMING.
a" a' 4' (3) b REBA ON CI4AIRD
0
2—STORY FOOTING
A AT GARAGE
Si 1/2' = I' -O'
m 12�
�L
12' MIN
3 STAIR DETAIL
SCALE,
STUDS 16,
zS
SLAB RENFORCED W/
6 K 6 - WI.4AUTA Wli
•
0
a==
� GONG IEIND UI/ 6'Xi' WIAXWIA
W, FIBMIiii ON 6-ML VAPOR
4ECO R`ct ER ON LL-MPACTED CLEAN
FILL. ITE TIEATFEW YO BE
4" BORA-GA APPLIED At MATING.
REBAR CHAIRS
GARAGE STEP—UP
L. B. W. W/NO UPLIFT
Lr
ADM
a �
e ' WIAXWAO WM E
' 6-MIL HTIENE VAPOR
10-L-COMPACTED
�u LL TERMTE TREATMENT $HALL
p 4„ e„ 4, L ORIA-CARM
b R ON CHAIRS
(3) b REBAR ON CHAIRS
S.OD. TRACK
� FINISH FLOOR
w
4 �
SLAB AT S. G. D.
10 SCALF,
-(I1 IS REBAR VERTICALLY UV GONG.
POUR ci ,L
•SME ENER4'Y CODE FORME FOR
INSULATION R-vALUEB
a, cMU
In' GYP. W-. BD.
ll� Iii
ULM
PVC CRAW THRU POOTING
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ I0' HOOK
GROUTED BOND BEAM
'* I / F a Ve
O-EANOUT REQUIRED
FOR INSPECTION
L
i a
p ° ° YIE VERTICAL REBAR
TO HORIZONTAL
-aa REBAR LW IV HOOK
�s
LAP MIN. `" U 4'' 2-)STORY ON CHAIRS
2'-1" MIN. LAFg !3) NO RIE5AR ON CHAIM HORIZONTAL/VERTICAL
PIPE THROUGH FREINFORCING
REBAR LAP AT FOOTING TYP. REBAR LAP
1—STORY FOOTING sci
B SCALE= 1/2'.I'-0' C AT LINTEL CORNERS D W BLOCK° WALL
GALE: V2 =f^
ALL EXrr1EIZIOR F'OOTE]:ZS Arr F'INI H SLAB'S 70 BE MIN. 12" B7EI Oi UNDISTZJFZBED SOIL
NOT USED
W/
N
W
4 a ° a . G., RENF. w 6'K6' WL4MUU40 Ulm
-MIL POLY ETHYLENE VAPOR!
. ° TMDER ON DELL -COMPACTED GLEAN
° FILL T'ERNM 1REATMENT SHALL BE
-CARE
�u (2) b ON CHAIRS
mp 4', 1' 4„
GARAGE STEP—UP
2—STORY L.B.W.
W NO UPT
@K��ENDED,,_FOOTINIGSCLE= In=r-m'
RECE06 POR
I-0" � GARAGE DOOR
l I
6-MIL POLYETHYLENE VAPOR 1ETAiwi'A=R GN
WELL -COMPACTED CLEAN FILL TERMITE
TREATMENT $HALL BE BORA-CARE
(U b REBAR 4N CHAIRS
GARAGE 1DOOR FOOTING 1 _
11 / SCALE:
v
!� SHOWER RECESS FOOTEI
—ciii ED BOND BEAM
2 TIE VE
L RTICAL
TO ROPY
.� REBAR W/ IV
I
�I
e
0'-0' FIN. FLR
s+ IE VERRYIGAL REBAR
° HORIZONTAL
q s W/ 10' HOOK
s
/HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
CONTROL DATE: 07/01/151
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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U
W
ti.
O
F
A
E
A
�9ti9DIV. de RAT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODE .4
4EBB
171828—CAAL*/I�"
GARAGE B AJ. G:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP C
3DATE: 06/01/18
8CALE: 1/4 l$=Ill— 0"
SHEET
FIBERGLASS SHINGLE^
OVER 030 FELT PAPEI
INSTALLED PER F5G1
RRW!51.1 ON a' 0,62
SHEATHING OR J' CD.
PLYWOOD SECURE]
PER FASTENE1
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1— STORY
1 BLOCK WALL
1'x4' OR I'X2' P.T. NAILER
❑ Ix4 P.T. OR Ill MIN.
SECURE THRI FRAME 1
❑ EXTEND 1-41 INTO BLOCK
W/ %b' TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN. HEAD 612E 300
MIN. EMBEDMENT 144,
WITHIN 8' OF EACH END 4
IS,' OG. MAX SPACING
DOOR cASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE. SHAM AS NEEDED t0 PLUMB
JAMB (DO NOT ExGEED Y1)
DOOR JAMB TO BLACK +9 4 OR +5 4
WINDOW TO BLACK +8/ OR +6/
E= 318'"Ir0
TEE ENERGY CODE FORMS FOR
4SULATION R-VALUES
GYPSUM BOARD OR J" HIGH
TRENGTH CLG. BOARD
ONC. FILLED LINTEL BLK W/ (U
REBAR CONTINUOUS
RECAST LINTEL
HE ENERGY CODE FORMS FOR
SULATION R-VALUES
INDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS B 16" O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
FI5ER3LASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON a' O.S.B.
SHEATHING OR �" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"xV A.B.
w/ 2' DIA. WASHERS, 1'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
BLK. W/ (1) 05 REBAR
CONTINUOUS
PRECAST LINTEL
5/V THICK, 3 GOAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) S REBAR-
VERTICALLY W/ GONG.
POURED CELL
8" CMU
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)
TYFI —PRE-ENG WD. TRUSS 24" O.C.
0.H. MAX.
,Q
1—STORY �o
GABLE BLOCK
2 WALL
SCALE: 3/4" =1' -0"
2X4m
SECURE To BLOCK W1 W
2X4w
TAPCONB OR DRIVE PIN
SECURE TO BLOCK W/
(MIN. SHANK SIZE A48
TAPCONS OR DRIVE PIN
MIN, HEAD SIZE 300
(MIN. SHANK SIZE .148
MIN. EMBEDMENT I Y49
MIN. HEAD SIZE 300
WITHIN e' OF EACH BIND 1 NOTE: STRUCTURAL- 2X MUST BE
18' O.G. MAX SPAGINa
MIN. EMBEDMENT I y')
WITHIN 8' OF EACH END 4
DOTE; STR}GTARAL 2X MUST BE
ON OUTSIDE 4 SECURED THROUGH
2X6=
18' O.G. MAX SPACING
ON OUTSIDE / SECURED
NON-BTRJGMCMRAL Nt INTOTAR
SECURE t0 BLOCK W12-36' MIN. I-Y4 EMBEDMENT INTO
2X6®
�((,'
THROUGI{ NON-STRUCTURAL144,EMBEDMENT
tAPCON MRL I-Y<' EMBEDMENT
TAPCONS OR DRIVE PIN BLOCK
SECURE TO BLOCK
INTO 13LOCK
(MIN. SHANK 812E .148
IN.SHANK
TAPCONS OR
MIN. HEAD SIZE 300 8, cm
DRIVE
DRIVE PIN
MIN. EMBEDMENT I Y4)
)S' DRYWALL
(MIN. SHANK SIZE .148
'CMU
WITHIN e' OF EACH END J
IX4' OR I'k2' P.T. NAILER
MIN. HEAD 812E 900
' DRYWALL
18' O.C. MAX SPACING•
2X8,m
❑
MIN. EMBEDMENT I Y1)
WITHIN 8' OF EACH END 1
❑
'X4' OR I'X2' P.t. NAILER
SECURE TO BLOCK W4-%l
4. ohs, X 4' MIN.
18' OG, MAX SPACING.
TAPCONS OR DRIVE PIN
(MIN. SHANK 812E .148i
DOOR CASING
2XSa
6ECARE TO BLOCK W/2--,*
CASING
-DOOR.148
MIN. HEAD SIZE 30O
DOOR JAMB OR WINDOW
PGONS OR DRIVE PIN
MIN, EMBEDMENT 149 ATTACH TO 2X PER
(M
MN. SHANK SIZE
DOOR JAMB OR WINDOW
WITHIN 8' of EACH END 1 MANUPAGTURES DETAILS.
MIN. HEAD SIZE 300ATTACH
TO 2X PER
IS,' O.G. MAX SPACING•
MIN. EMBEDMENT 149
MANUFACTURES DETAILS.
NOMt SHIM AS NEEDED PLUMB
WITHIN 8' O= EACH END /
IS' OG. MAX SPACING.
NOT $HIM AS PLUMS
JAMO (Do NOT EXCEED Y40
JAMB (00 NOT EXCEED `O
DOOR JAMB TO BLOCK +1-15 1�'
DOOR JAMB TO BLOCK +3"
Ulf TO BLACK +1-15/fS
%i
L'
To BLOCK +3-
-0
SCALWDJDDW
1 3/a
,, 0
CONE. 2x4 RAC RUN SECURED W/
(2) 12d'e o EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8' GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST CONC. SILL
Ix2 P.T. FURRING STRIPS m 24" O.G.
1/2" G'YP. WL. BD.
WOOD BASE
2x4'
SECURE TO BLOCK IW4
TAPCONS OR DRIVE PIN
(MIN° 64AW SIZE .145
MIN. HEAD SIZE -400
MIN. EMBEDMENT 1 Y49
NOTE: STRUCTURAL 2X MUST BE
WITHIN 8' CP EACH END 4
ON OUTSIDE 4 SECURED
18' O.C. MAX SPACING
THROUGH NON-STRUCTURAL Vo'
2X6,=
TAPCONI MIN. IA' EMBEDMENT
SECURE TO BLOCK
INTO BLOCK
W/1-1/4' TAPCONS OR
DRIVE PIN
(MIN. SHANK SIZE .148
, cm
MIN. HEAD SIZE 300
, DRYWALL
MIN. EMBEDMENT I Y4)
WITHIN 8' OF EACH END 4
'X4' OR I'X2' P.T. NAILER
15' O.C- MAX SPACING.
❑
2XS®
74' OE.B. k 4' MIN.
SECURE TO BLOCK WA_1/4'
TAPGONB OR DRIVE PIN
DOOR CASING
(MIN. SHANK SITE .148
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
ATTACH TO 2X PER
MIN. EMBEDMENT I Y4)
MANUFACTURES DETAILS.
WITHIN 8' CF EACH END 4
NOTE: SHM AS NEEDED TO PLUMB
18' O.G° MAX BPACN&
JAMB (DO NOT EXC$D AV
DOOR JAMB TO BLACK +3-7/I0'
WINDOW TO BLOCK +3-7/I6'
2X4m
TO BLOCK,
TAGPCO" VE
SECURE TO BLOCK W/ V6'
SrCWi
SECURE TO BLOCK PIN
OR DURE
PIN
SECURE TO BLOCK WN<'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
CMIK SHANK SIZE .14b
TAPO" OR DRIVE PIN
(MIN. SHANK 812E .148
CMIN. SHANK 612E
MIN. HEAD b12E 300
(MIN. SPANK bIZE .148
MIN. HEAD 81ZE 300
.148
MN. HEAD 512E 300
MIN. EMBEDMENT I A') WITH(N
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') WITHIN
S' OF EACH END 4 18' O.G.
MIN, EMBEDMEINT 1 Y4 1 WITHIN
b' OF EACH END 1 18' Cl
MAX SPACING.
NOTE: 4L 2X MUST
MIN. EMBEDMENT I Y4 )
WITHIN 8' O= EACH END /
NOTE: STRUCTURAL 2X MUST
MAX BPAGN06
8' OF EACH END 4 15' OG•
MAX SPACMG
NOTE: STRUCTURAL 2X MUST
2kb�
OUTSISTWCDE
BE ON OUTSIDE 1 SECURED
18' O.G. MAX SPACING.
BE ON OUTSIDE 4 SECURED
2Xb,m
2xb�
BE ON OUTSIDE 1 SECURED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
2X6i>e
THROUGH NON-STRUCTURAL
SECURE TO BLOCK W/2-%,
SECll� TO BLOCK W/2-'1b'
744ROUC# NON-6TRAGTURAL
W/2-W6' TAPCONO OR
Vo' TAPCON MIN. 1 Y4
D O BLOCK
SEcuRE TO BLOCK W/1-1/4'
Y&' TAPCON MN. I-Y4
EMBEDMENT INTO ELOCK
OR DRIVE PIN
t (MIN.
(Mltty. SHANK 61YE .145
TAPGONS OR DRIVE PIN
(MIN. SHANK 612E A48
O6YMom
EMBEDMENT INTO
DRIVE PIN
(MIN. 84J4dK SIZE .148
TAPOONS OR DRIVE PIN
(MIN. SHANK b12E .148
MIN. HEAD SIZE 300
MIN. HEAD SIZEArIr
MIN. HEAD SIZE 300
6, CMU
MN. HEAD SIZE 3"
MIN. EMBEDMENT I Y4)
MIN. EMBEDMENWITHIN
8, GMU
MIN. EMBEDMENT I Y41)
M, DR7UTALL
MIN. EMBEDMENT I Y4.)
V GMU
WITHIN 8' OF EACH END 4
18' OL. MAX SPACING
8' GMLL
Y. D•L
8' OF EACH EN
MAX SPACING,❑
�� -
WITHIN 8' OF EACH END
1 18' O.C. MAX SPACING.
,
IX4' OR I'X2' P.T. NAILER'
URt7-VN 8' OF EACH ENp 1
180�MAX SPACING.
DRYWALL
1'X4' OR I'X2' P.T. NAILER
1'k4' OR I'XZ' P.T. NAILER
2X81oI'X4.
OR I'XZ' P.T. NAILER
2X8�
ND 2X SECURE TO
2XB:m
BEWRE TO FLOCK W/2-94'
� OOR GAGING
SECURE 70 BL-�(s'
RCASING
SECURE TO BLOCK
StRJC1URAL MEMBER
WITHIN 8'OF EACH
SECURE t0 BL.00K W/IINTAPCONIS
' P.T. X 4' MtPLW/(2A2d
TAPCONS OR PRIME PIN
OR IN
W12--%' TAPCONS OR
DRIVE PIN
END • 6' TO 8' O.G. MAX
tApGOJB OR DRIVE PIN
(MIN, SF4ANIC 817E
OOR CABMG
SHANK SIZE .148
MN. HEAD 812E 300
DOOR JAMB OR WINDOW
(MN. SHANK SI
MIN. HEAD 817EDOOR
JAMB OR WINDCUU
(MIN. SHANK SIZE .145
MPL HEAD BI2E 300
OOR CA81NO
POOR JAMB OR WINDOW
.Ie(MNL
MIN. HEAD 812E
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4) WITHIN
ATTACH TO 2X PER
MIN.EMBEDMEWITH]
TTAGH TO2X PER
MRL EMBEDMENT I Y4)
TTACH 70 2X PER
MIN. EMBEDMENT I Y4)ATTACH
WITHIN 8 CP EACH END 1WITHIN
TO 2X PER
$' OF EACH END 1 I8' OL.
MANUFACTURES DETAILS.
8' OF EACH ENOL.
MAX SPACINGNOTE:
MANUFAGTUREB DETAILS.
8' OF EACH END 4
MANUFACTURES DETAILS.
IV O.C° MAX bPAGING
ANUFAGTURtS DETAILS.
MAX SPACING.
SHIM AS NEEDEDTO PLUMB
BRIM AS NEEDED TO PLUMB
is' O.C. MAX SPACING NOTE,
SHAM NEEDED PLUMB
NOTE, BRIM
AS NEEDED PLUMB
Y4 JAMS CDO NOT EXCEED,)
JAMB (DO NOT EXCEED Y4'1
JAM®
41
CDO NOT EXCEED Y4)
JAMB (DO
NOT EXCEEDYII
4
La I'X4' OR 1'X2' F.T. NAILER
ElIx4 P.T. OR 4'4'X4' MIN. SECUFM THRU
FRAME 4 EXTEND 1-4' INTO BLOCK W/
fVal TAPIC" OR DRIVE PIN
❑ (MIN. SHANK SIM .148
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-41
WITHIN 8' Cr- EACH END 4 18' O.C. MAX
SPACING
DOOR CASING
DOOR JAMB OR WINDOW
A1TACF4 TO IX PER MANUFACTURES
DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +3/4 OR +6/4
/1 WINDOW TO BLOCK +3/4 OR +6/4
DOOR JAMB TO BLOCK +i-1/2" DOOR JAMB TO BLOCK +2 �} DOOR JAMB TO BLACK +3 DOOR JAMB TO BLOCK +3 3/4' v
WINDOW TO BLOCK +i-1 D WINDOW TO BLOCK +2 i 4 r� W TO BLOCK +3' WIKIX7W TO BLOCK +3 3/4" v
" SCALE: US'-1'-0' : 3/8'•I'-0' i� SCALE_ 3/8'=I'-0' LJ SCALE: 3/8'=1'-0' N
FASTENER SCHEDULE NAIL RECOUIREMENTS
ROOF DIAP 4RAG
USE 1/16' OS.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G.
SIZE
HEAD
LENGTH
DIA.
TENSILE ST .
ad
ROUNDJMODIFIED
17/8'
J13
1.10000
OR T
10d
ROU* DJ"IODIFIED
2 I/8'
.129
110f000
OR
EXTERIOR SHEATHING NorE: NAILS TO BE MFG. BY ME PER OF INT.
USE 1/2' CDX OR T/16' OSB PLY WITH "8 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL AS OGIATION
OC. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' OC. TOP 4 1, 0,113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND "8 RING SHANK GUIN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0�12 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR'1/16' ZIP SHEATHING SY51-EM 3.16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER
NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER FROM ANY MANWACTURrm
-ROOF DESIGN PRESSURE BASED ON WORST CASE
TOP CORD BLOCKING AT 4'
O.C. MAX IN FIRST 2 FRAMING
SPACES, AT EACH END.
RAFTER OR TI U55
ROOF SHEATHINGP-
z
0
NOt E - TYP. EXT- SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL m
GRADE) GONNEGtORB FROM STUD TO PLATE AID
NOT REQUIRED EXCEPT 0 OPENINGS
3 ROOF 5HIEATI4ING LA'I'OUT
AND ENDUJALL BRACING
BUILDING LENGTH FOR GA5LE END FRAI" IING
'8 RING SHANK GUN NAILS e 4' DL_
TOP C BOTTOM EDGES
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR RR905.1.1 ON i" O-S.B-
SHEATHING OR J" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE Q
TYP.
o.H.
10
MTL. DRIP EDGE J
2x4 OR 6 FASCIA PER J
ELEVATIONS
VENTED A M. SOFFIT
STIFF5AC T ALL
UPRIGHTS OVER-10"
HIGH (SEE SEALED
FOR SIZE 4 CONDITI
O.S.B. SHEATHING OR J" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
'I/8' THICK, 3 COAT PORTLAND—/
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50TEX GRADE
"D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF- SPECS.)
WEEP SCREED
(SEE DETAIL 1/WA2 i
SECURE GABLE t0 2x6 P.T.
PLATE W/ 126'b S' O.G. MAX
SECURE 2x6 PT. PLATE TO BL /
"x9' ANCHOR BOLT W/ 2" W ER
SET IN SIMPSON HIGH ST NGTH
EPDXY 1" EMBED° MIN 32" OC
MAX.
V7
%I THICK, 3 CO PORTLAND J CEMENT PL TER APPLIED L J
DIREC Y TO MASONRY z
fs
I— ORY GABLE
VAULT CLG.
LO C K WALL
SCALE: 3/4" =1' -0
2X6 P.T. SECURI=D TO
MASONRY w/ 1/2'x9' A.B, w/
2' DIA. WASHERS, i' MIN.
EMBEDMENT WITHIN 8" OF
EA. END, 32' O.G. MAX IN
FIELD.
MB 2' DECK SCREWS • 6'-8'
O.G. MAX • EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' 74G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "X' BRACING IS PRESENT
-PRE-ENG GABLE TRUSS
IN-
CONT. 2x4 RAT RUN SECURED
(2) 12d's 6 EACH TRUSS
TO BE INSTALLED a MID. IN -
OF TRUSS SPAN, OR 10'- " O.G°
MAX.
SEE ENERGY CC eE FORMS FOR
INSULATION R-,.VALUES
A60ARP OR J" HIGH
CLG. BOARD
x4 a 24" O.G. o INTERIOR KNEE
WALL
CONC. FILLED LINTEL BLK W/ (1)
a. wo REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(I) S REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS o 16" O.C.
VM @U
' G
I " GYP. WL. BD.
NOTE:
PER FBCR RW5,1.1 - FOR ROOF SLO S 2:12 TO
LESS THAN 4.12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST BE PER ASTM D22�o TY
11, ASTM D 4869 TYPE IV, OR ASTM D 6-t5-1
IX4 DIAGONAL BTM-
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) a 24"
O.G. MAX
SIMPSON
HETA-16
(TYP) VERIFY
�.\ 7-W/ TRUSS PLAN
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36' O.G.
MAX s TRUSS BTM.
CHORD, SECURE WKW 10d
NAILS a EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2' = I' -0°
`"B RING: SHANK GIN NAILS
6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTAC4MENT FOR ROOF
SHEATHING (OS°B. TO BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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stmDly: ee LDT:
CREEKSIDE
LOT 62
P120JECT#
04321.000 062R1
MODEL:
4EBB
"1828-CALI"
GARAGE BTFMG:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
40
ARCHITECT -
STATE OF FLORIDA
A.
nA 06/01/18
BCALU 1/4$$=1'-0"
SIIMET
D 2
BERGLASS SHINGLES
VER 030 FELT PAPER
STALLED PER FBCR
R905.1.1 ON J" O.S.B.
iH AtHING OR I° COX
P YWOOD SECURED
PER FASTENER
SCHEDULE
PRE- NG WD. TRUSS
24" O.C. MAX.
MTL. RIP EDGE
2X4 OR 2 FASCIA
PER EL VATIONS
VENTED ALUM.)POPPIT
1/2" COX OR 'I/16" SB
SECURE t0 WALL R
FASTENER 5CHEDU
ON SHEET O
OR wig", ZI
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS-)
1/8' THICK, 3 COAT
CEMENT PLASTER
APPLIED to METAL
LATH OVER 2 LAYERS
OF GRADE "D,
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
TYP.
I
DETAIL 15/WA2
CONIC. FILLED LINTEL
BLK. W/ (1) "5 REBAR
CONTINUOUS
5/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
2-STORY
WALL
SECTION
SCALE: 3/4" =1' -0"
OVER i130 PELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON III" O.S B.
SHEATHING OR illCOX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
MTL. DRIP EDGE
2x4 OR 2X6 FASCIA)
PER ELEVATIONS
SECURED W/ (3) 12d
NAILS
1/2" COX OR -1/16" OSB --�,
SECURE TO WALL PER
FASTENER SCHEDULE
ON SHEET 02
OR -1/16" ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.)
WEEP SCREED, SEE —
DETAIL IB, SHEET WA2
2X6 P.t. SECURE W/-
1/2'X9" ANCHOR
BOLT 32" O.C. MAX.
NAIL GABLE TO 2X6
W/ 126 NAILS 6" O.C.
MAX.
SECURE TO
TRUSS W/
(2) 12d
NAILS
EMBED. 81
VERIFY W/
PLAN
SEE ENERGY CODE ORMS
FOR INSULATION R ALUES
5/8" GYPSUM BO OR I/2"
HIGH STRENGTH JLG. BOARD
DOUBLE TOP P ATE
/IN HEAD R SIZE VARIES
INDOW PENING SEE
R Sp N CHART FOR
S
W A TACHMENt AS PER
URES SPECIFICATIONS
W ILL
DS ® 16' O.C. MAX W/
SEE ENERGY GOpE
FOR INSULATION
UES SUBFLOOR GLUED AND
ED AS PER FASTENER
ULE ON SHEET D2
PRE-ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
" GYPSUM BOARD OR J" HIGH
STRENGTH CLG. BOARD
IX2 NAILER/DRAFT STOP
- SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WI OW ATTACHMENT AS PER
MA FACTURES SPECIFICATIO
PRE AST CONCRETE SILL
(1) +5 BAR VERTICALLY
W/ CON POURED CELL
Ix2 P.T. FU RING
STRIPS is " O.G.
S° CMU
1/2" GYP_ WL. D.
WOOD BASE
FIN. FLR
FIBS LASS SHINGLES OVER
030 LT PAPER INSTALLED
PE FBCR RR905-'.I ON '
O.S.B. EATHI.OR �" COX
PLY OD SECURED PER
F tENER SCHEDULE
MTL. D IF, EDGE
2X4 OR 2X6 ASCIA
PER ELEV TIONS
VENTED ALUM. 5 It
1/2" CDX OR 1/16" SB .
SECURE TO WALL P R
FASTENER SCHEDUL
ON SHEET D
OR -1/16' ZIP
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS.)
I/W THICK, 3 COAT
CEMENT PLASTER
APPLIED to METAL
LATH OVER 2 LAYERS
OF GRADE "D'
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
DETAIL-t5/WA2
5/8' THICK, 3/,OAT
PORTLAND CAMENT
PLASTER APPLIED
DIRErTLr TO
2-STORY
WALL
SECTION
SCALE: 3/4" = I' -0"
.1 _0
T-T-P.
2x4 BLOCKING BE
TRUSSES AT FIRST
BAYS 4'-0' O.C. 6
SHEATHING SEAM°
t24' 0 C. G D. TRUSS
24O.G. X.
CONT. 2x4 RAT SECURED
W/ (2) 12d's 6 CH TRUSS
SEE ENERGY ODE FORMS FOR
INSULATION -VALUES
5/8" GYPS BOARD OR
1/2" HIGH RENGTH CLG.
BOARD
DOUBL TOP PLATE
WINDO HEADER SIZE VARIES
PER N )OW OPENING SEE
HEAIJER SPAN CHART FOR
DEt OW IL5
I ATTACHMENT AS PER
NUFACTURES SPECIFICATIONS
INDOW SILL
2x6 STUDS m 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
' T 4 G SUE3FLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET 02
- PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
— I" GYPSUM BOARD OR J"
HIGH STRENGTH CLG. BOARD
— IX2 NAILER/DRAFT STOP
— CONC. FILLED LINTEL BLK W/
(1) N5 REBAR CONTINUOUS
EE ENERGY CODE FORMS
R INSULATION R-VALUES
— P CAST LINTEL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
PRE-C T CONCRETE SILL
CU✓ REB R VERTICALLY
W/ GONG. P RED CELL
Ix2 P.T. PURR G
STRIPS 24" C.
s" CMU
1/2" GYP. WL. BD.
WOOD BASE
1-011
SOLR.
PRE-ENG GABLE TRUSS
r Ei C ICC.SL F10.7 .71-I I `1c3L C.7
VER '30 FELT PAPER
,—
-SPF STIFFBAGK (SEE SEALD TRUSS
ALLED PER FBCR
"
FENG. PACK FOR SIZE 4 CONNECTION)
RR9 ION O.SB.
2x4 SPP BLOCKING BETWEEN
}" COX
SHEATHIN7�=ASTE
rTRUSSES AT FIRST (5) BAYS 4'-0'
PLYWOO
O.G. (AT SHEATHING SEAMS)
PER
NOTE:
SCHEDULE
DIAGONAL BRACE
MTL. DRIP EDGE
— PRE-ENG D. TRUSS 2
CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
BRACE to BE a ANY SPAN
3) 12d
SECURED W/ (NAILS
15'-0" OR GREATER. REFER
TO TRUSS ENG. FOR
SEE FASTENER
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
FASTENER PATTERN
0-0" t0 30'-0" (I)
1/2" COX OR 1/16' OSB
X-BRACE
SECURE TO WALL PER
30'-1" TO 60'-0" (3)
FASTENER SCHEDULE
X-BRACE (U X-BRACE
ON SHEET D2
® CENTER AND (2)
OR 1/16" ZIP SHEATHING
BRACE DIVIDED
SYSTEM (INSTALLED PER
CONT. 2x4 SPP RAT RUN SECURED W/
EQUALY FROM CENTER
ANUF. SPECS.) /
(2) 12d's ® EACH TRUSS
TO END
2X4 W/ 3/8" X 5 LAG J
(2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/
GABLE
032" O.C. MAX. O
(3) 12d's w EACH TRUSS DIAGONAL
SIMPSON MST A
X-BRACING TO COVER 5-TRUSSES
X-BRACING
32" MAX.
5/0" GYPSUM BOARD OR 1/2" HIGH
SCALE. 3/4„= I - 0"
p OP PLATE
STRENGTH CLG. BOARD
2X D 16" O.G. MAX.
10KRGLASS SHINGLES OVER
*30 FELT PAPER (OR
FP OVED EQUIVALENT) ON
O.S.B. EA THING OR GDX
PL 10 SECURED PER
F STE IER SCHEDULE
PRE-ENG TRUSS
TL. DRIP EDGE
2x4 OR xfo SUB -BAND
PE ELEVATIONS
VENTED UM. SOFFIT
1,000*1 UPLIFT
ONNECTOR
2 SYP *2
D TOP
PL A E
SECURE TO
TRUSS W/
(2) 12d
NAIL.
ZIP SH t1-411�1C� —�
SYSTEM NStALLEE)
PER MAN SPECS.)
OR
WALL
SHEATHING
2X8 SYP 02
WOOD STUDS
AT 12" O.C. MAX
2x8 P.T. SYP *2 —
O
SOLE PLATE
z
(L
4
O
CL
w
WEEP SCREED PER
ASTM 92Po-C 4 1063-C
Oft
0-
(SEE DETAIL 2/D3
Lu
O
z
*5 RE AR 61
z
O.G. MAX, IN
llZl
GONGRETE
z
POURED G L,
O
VERIFY P
PLAN.
06
O
cD U
IN LATION
�m
�Q
ZLH
T_C
c�
Kyj
I:!_• h 1 �I
PROVIDE SAVE
BAFFLE OVER THE TOP
OF INSULATION FOR
CLEAR VENTILATION /
PER FBEC R402.2.3
SEE ENERGY GOD FORMS
FOR INSULATION -VALUES.
a" GYPSUM 50 D OR 20
HIGH STRENGT CLGa.
BOARD
SIMPSON
SP2 a E
2X8 6TU
" R`r WALL
1 DIA ANCHOR BOLT
AT 16" O.G. MAX WITH 7"
EM5EDM3=NT AND 2"
DIA. WASHER
SIMPSON SPl
EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 15
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
2 P.T. FURRING STRIPS
a 16 " O.G.
11
1/2" P. WL. BD.
(1) "b4 NTINUOUS REBAR
WOOD SE
"4 RE48" LONG
w1ro HOOK 24" O.G.,
r MIN. 24" IN AB
2'-0" (MIN.
IvH IN SLAB)
a .
9 .
(. a 3 1/2" GONG, REI W/ fo"x6"
WI.4XWI.40 WWM ON -MIL
POLY ETHYLENE V POR
p ° a RETARDER ON
WELL -COMPACTED CL AN
FILL TERMITE TREAtME t
SHALL BE BORA-CARE
-� (3) *1 REBAR CONTINUO
ON CHAIRS
PRE-ENG GABLE TRUSS
SPF STIFFBACK (SEE SEALD TRUSS
ENG. PACK FOR SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN
TRUSSES AT FIRST (5) BAYS 4'-0'
O.C. (AT SHEATHING SEAMS)
NOTE:
DIAGONA Es
CENT OF TRUSS
S OR HIGHEST
IDGE. DIAGONAL
BRACE TO BE a ANY
SPAN 15'-0' OR
GREATER. REFER t0
TRUSS ENG. FOR
ADDITIONAL
HORIZONTAL TRUSS
REINFORCEMENT,
0'-0' TO 30-0" (U
X-BRACE
30'-1" t0 60'-0" (3)
X-BRACE (U X-BRACE
0 CENTER AND (2)
BRACE DIVIDED
EQUALY FROM CENTER
t0 END
CONT. 2x4 SPF RAT RUN SECURED —STORY
(2) 12d's tP EACH TRU55 ABLE END
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ r
B
(3) 12d's ® EACH TRUSS DIAGONAL 1.
X-RACING TO COVER 5-TRUSSES 8 BRA
5/V GYPBOARD OR BOOR 1/2" HIGH
STRENGTH CLG. BOARD SCALE: 3/4" _ "
ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF.
SPECS.) OR
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, POSWNNBER
BUILDING PAPER
I
METAL LATH
i FASTEN TO WOOD STRUCTURAL
MEMBER ®rt' OC. MAX
1/8, TEXTURED
FINISH • WOOD
`M' TYPE CONTROL JOINT
All
FRAME TO BLOCK
CONNECTION SEE DETAIL
y W METAL LATH STRIP
6' WIDE STRIP SELF
^ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH ® MASONRY
a' cMu
VERTICAL CONTROL
BETWEEN DISSIMILAR
MATERIALS
5GALE: N.T.S.
" T 4 G SUBFLOOR GLUED
ND SCREWED AS PER
FA EVER SCHEDULE ON
SHEET D2
CMU) W/FAST(5) 5) 26 NBB5 4-1
PRE -
(INSTALL
1C1�6[yTEL BLK W/
0 B l_I CONTINUOUS V
IBBON
6 FASTENING DET
SCALE: 3/4°=I'-0"
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOUN FOR
CLARITY (SEE
SHOP DWGS-)
EXTERIOR WALL
SHEATHING (SEE
--,EXTERIOR WALL STUDS 4
WALL SHEATHING
FASTEN STUD O SLOGS WALL
WITH USP MST STRAP WITH
FASTENERS AS S INSTALL
STRAP • EA. E UN.0) 4
8101 STRAPS A8 F OWSs
-170 MPH 'C': 32
-II MPH 'B': 32' O
-160 MPH 'C'e 32' O.G.
-150 MPH 'B': 48' O.C.
-140 MPH 'C' 48' O.C.
TOP OF STUD WALL _
SOLE PLA'T>_
TOP OF _
MASONRY WALL
CMU BLOCK WALL
NOTES) �-FASTEN EACH STUD
t0 DBL. TOP PLATE
W/ USP SPI NAIL
PER MANUF. SPECS.
SECTION AT TOP
�OF EXTERIOR WALL
0 SCALE: NTS
PLACE 8 RAI SPACED
AND FASTENED AS
SHOWN wlt 4 ONE
ADDITIONAL S At
EACH WINDOW STUD
NAILSVr=DOIAX I I/2" STRAPS INSTALLED
OVER WALL SHEATHING:
FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
WOOD BACKING
DO NOT PLACE SCWW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (T) 3/16' DIA x 1-1/4'
S"TAPCON MASONRY
II II
XTERIOR STUD WALL CONNECTIO
TO FIRST FLOOR MASONRY WALL
3 BCdI F. NTS
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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A
aysa=v. l+e LOOT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODELA
4EBB
"1828-CALI"
GARAGE SVI MG:
LEFT
PAGE:
SHINGLE MONO.
2-STORY
WALL
SECTIONS & NOTJ
160 MPH EXP
ARCHITECT -
STATE OF FLORIDA
101
06/01/18
DATE:
®CALF 1/4"=1'-0"
s"XIET
D3
70P PLATE
2X4 " O,G. MAX.
SECURE 2X4 W/ 2-1/4.
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 Y4' W/Jp�'
EA. END NOT TO E
2X4 SOLID
SECURE Tyy
WITH MIK2ei2e
EA END
*NOTE: NAIL 51 4EATNING TO ALL 2X 45 PER EXT. 8�4EATPING NAILING, 86 4" O.G. MAX im EDG=S 4 6"-5" O.C. MAX IN TNT FIELD
BT.
EXTERIOR ARCHWAY
WITH WINDOW
1 T gel a=. Irl'.r_v'
CLOSED VALLEY FLASHING DETAIL
N.T.B.
32' O.C.
t BOTTt
NSWOOD
In' C . M
In' CLG. ARD
In' p A
00
UDS aid'
C., U.ON
2X4 CONT.
ZX4 WOOD
STRESS
STUDS 416'
BLOCKING
O.C., UON.
MID -WALL
SECURE MIT.
In'X9' A
PLATE TO S B
In' DRYWALL
32' O.G.
W/ IOd MA
EMBE
NAIL ®32 O
32
MAX
�CONC.8LA8
sewmtkp
F DET I
- •.�'
S ATION � o
F-1ISe-
1ST FLOOR
INT. BEARING W
WOOD W/2-126s 6'-8"
O.C. 9tAGGEREp
=
SECURE 2X4 W/ 2-W6'
11
TAPCONS OR DRIVE PIN
(MIN. SPANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 Yi WAN 8'
EA. END NOT TO EXCEED
A
ARCi-4U),4Y
8' O.G. MAX
t
BT. PLATE J
2X4 SOLID BLOCKING
SECURE TO SHEATHING
In' CDX
WITH MIN. 2-12d PER MILK
EA END
EXTERIOR ARCHWAY
� scALE:1n'=r-ra:
In' CLG.
/
2x4 CONT.
In' DRYWALL
STRESS
BLOCKING
MID -WALL
SECURE BT. PLAT
TO SLAB W/ 10d
MASONRY NAIL a
32' O.C. MAX
-2X4 PT.
PLATE
GONG. SLAB
a o
.C. MAX
1ST FLOOR
INT. BEARING W.
(W/ UPLIFT)
SCALE. In'.1'- O'
2X4 SECURED TO
GABLE ENG W/(2)
6°-8" O.C.
UPRIGHT
u
GONT. TAL—
TRACKS, OP t
BOTTOM
1/2' DRYWAL
2X4 WOOD CHANNEL 514AF
STUDS a24° STUDS 24' O.C.
O.C. LAYER OF In'
TYPE GYPSUM
WALLBOA
ATTACHE 1
SIDE a 12 .
0/
GONC.SLAM
1ST FLOOR
1ST FLOOR TYP. INT. WALL
TYP. INT. WALL METAL STUD
0(NONBRG.) NON— BRG.
— SCALE: =1'-0" 8C SCALE: In'-1'-0'
TRUSS TO WOOD FRAMING
SIMPSON M78-12
PRE-ENG TRUSS
PRE-ENG. TRUSS
DO TOP LATE
2 T O STRESS
DML. 2X TOP PLATE
SP4®32' O. MAX
I ID WALL
7/16' OZ.15. a
lx 9 5 I6' O.C. MAX,
OR T/16' ZIP SHEATHING N
N
SYSTEM (INSTALLED PER
MANUF. SPECS-)
t SUBFLOOR GLUED
2x BLOCKING •
CREWED AS PER
TOP OF
A ER SCHEDULE
In' CDX ?
I FLOOR STUDS TO
FLOOR STUDS
2X STUDS 16' O.C. MAX. a
w
SIMPSON MSTA-36 • 32'
2X BTM. PLATE
O.C. MAX
3/4' FLOOR DECKING
MSTA-36 32' O.G.
MAX
PRE- ENGINEERED
FLOOR GfRDER
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
PRE- ENGINEERED
FLOOR TRUSS
2x CONTNNOUS STRESS
LOCKING MID WALL
O
CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
2 5TUD8 a 16' O.G. MAX,
W/ 1/4' GAP FROM MILK TO O.S.M.
UD .
In' WL- W.
O
HORIZONTAL 2X 5.1 STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
SEC BT. PLATE TO
BP4e32O-C. AX
SLAB W 'xS' ANCHOR
@3
0MMAINING AREA TO BE SHEATHED FROM DML. TOP
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
SIMPSON H STRENGTH
a
EPDXY f Ep. MIN_
®
SHEATHING • TOP OF WOOD FRAMED WALL TO BE
�SIMPSON
STAGGERED MIN. OF 16' FROM SHEET BELOW
SP4
32' O.G. MAX
®
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
&-LN T.
2—STORY L.B.
EXT. WALL SHEATHING
SCALE: In'.I'_0'
4 SCALE; I/2'.I'-0'
o y o
-SECURE 2x4 ON
FLAT TO MILK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
0 )9XS' A -BOLTS 4" EMBEDMENT MIN. 0
W/ 2"X2'XKr WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR PDR IN JOINTS
PRIOR TO FILLING,
1-2k6 PT BLOCK a CENTER OF
DOOR HEADER W/(I)Yj'XS" J-MOLTS
L0 4" EMBEDMENT W/ 2'x2'X11;' WASHER m
AND NUT.
INOTEB:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
UCK
3 BATTACHMENT
SCALE: In' = I' -O'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
IN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x4 COLLAR TI VERY OTHER
TER W/
MIN C3) 12d OR
MIN. (4) 10d GUN
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 106 GUN NAILS • EA. TRUSS,
RAFTER TO TRUSS MTS-12'
CREATE VOID FOR STRAP
PENETRATI
ROOF DEG OvER
PRE
ALTERNATE CONNECTION
MSTA-24 RAFTER TO MILK'G
BETWEEN TRUSSES
HEADER SIZE PER
SPAN CHART.
I MAINE
IPA
°rNAN
LOCK W/ (2)J
R DRIVE PIN
149)")GI 1 D ANpir ACI
CMU W I °
.] ad 4 °
`q °
° - q 4.
° q °
Q, Q
-o ° q
q °4 4
it 4
ARC H WINDOW FRAME
//r7
SCALE:
MINIM
All
1
TYP. EXTERIOR WINDOW/
,� DOOR OPENING WD FRAA
`T arA e.
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
C LE STUDS s O.G.
ZA
8 P80N LST -12 a EA. JACK
TUD, BOT IDES OF
OPENING
2x ST 5 a 16' O.C. MAX W/
Sp TPING. SHEATHING TO BE
PIN Uj' OF WINDOW/ DOOR
MINING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
SE 12d NAILS, T11J0 WITHIN 6"
EACH END t NO MORE
TP 12' O.G. STAGGERED
SP4 145 • TOP ANp
BOTT LATES • EA. FULL
LENGTHS D, BOTH SIDES
OF OPENI
5PEAT41Wa T AP TO
BOTTOM OF D
TRUSS BELOW- SH THING
MUST NOT BWAK I'- " MIN.
FROM 2ND FLR. LINE.
-ENG TRUSSES OR
FRAMED RAFTERS
S REMAR VERT. IN
SOLID GROUTED CELL
5/8' THICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
%41 CONV. FRAMED ROOF
SCALE: In'-1'-0'
.PRE-ENG TRUSSES W/ TRIOS
CONNECTOR VERIFY W/
FRAMING PLAN
-DOUBLE TOP PLATE
CRIPPLE STUDS a O.C.
MAX
5 L -12 o EA. JACK
I6TU , B SIDES OF
2xom5TUDS . fib ' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
-JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
-JACK STUD ASSEMBLY TO BE
SECURED ONE PLY w A TIME.
12d NAILS, TWO WITHIN 6'
F EACH END t NO MORE
TPA O.C. STAGGERED
In'x9' AM. IN. 7'
EMBE "FROM EACH
-END t 32' OZ.
SP4 OR H5 a TOP
BOTTOM PLATES o E ULL
LENGTH STUD, BOTH SIP
OF OPENING.
LINE OF SLAB
CORNIER BEAD
SEALANT t
BACKER ROD
8' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
SPPROVAL PEG.
FROM MIAMI-DApE
COUNTY
LLEATPER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF )
GALv.STEEL—
.
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
GALV. STEEL
3/16'xl 1/4' LAG
AL TRACK
OVERHEAD DOOR
SCREWS
MAVMRrI
13Y
B
I' MIN.
BY OTHERS
T TIEN
EACK D ro
SLIDE
TRACK BRACKETS
ROOM
W/ 1/4'-20XI/2'
GARAGE DOOR JAMBS
CARRIAGE BOLTS
I3 SCALE: In'=1'-0"
AND LOCK NUTS.
PRE -ENCz)
MTS-12
2X4 DBL.
TOP PLATE:
i �.■�
■- -
-
. .
DS • Ib' O.G.
12 ■ EVER STUD
2x4 MIT. PLATE
DORMER
ATTACHMENT
15 SCALE: In"=1'-0'
6,/KNEE WALL DETAIL @
SCAL: 3/4'=1'-0'
�i
m
• 1175 UPLIFT
SIMPSOM PTSM20
WAO 10d TO TRUSS
AND (4)1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
" Moo 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 COST
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP DONS
MIN. 2' CO)
2' APART
TRUSS ANCHOR
12 RETROFIT
N.T.S.
CONTRC)L DATE: 07/01/15
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 62
PROJECT*
04321.000 062R1
MODEL:
4EBB
"1828-CALI"
GARAGE 9TrMG:
LEFT
PAGE:
MISC.
DETAILS
160 MPH EXP C
DATE., 06/01/18
SCALE: 1/4"=1'-0"
SHEET
Planning & Development Services Department
Building
& Regulations Division
PAMVJNW
Product Review Affidavit
Building Permit #
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
1/4" concrete screw 6" edge distance @head, 4" edge
Swing door
(+36) / (47)
{+67} / (-67)
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @jamb, 4" each side of transom centerline to
bucking. Fastener spacing @ 15" o/c max. @head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
(+38 ) / (48 )
(+50 ) J ( 50 )
Ply Gem
Ply Gem 1500
FL16103.1-R9
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. 11/4" embedment.
Type II: 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-R6
Non Impact
from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4"
Mulled)
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Sliding Glass Door
(+33 ) J (41 )
(+50 ) / ( 50 )
Ply Gem
Builders Series
FL14634.2-R3
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.
Tapcon required 3" each side of center of opening top and
Opaque single door
(+36) / (47)
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C
Double Garage poor
(+29) / (-35)
(+46) / (-42)
Clopay
16.20 73 W6
FL16546.6-R9
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
FL7006.1-1110
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
Undedayment
Intenvrap
RhinoRoof U20
FL15216.1-R3
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)
PlyGpm
Variform Soffits
FL24161.1
1J4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete /masonry, 2 1J2" min.
Less than 6 span
(+47) J (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12 o/c max. spacing. Can be headed screw
oral) 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-R2
edge distance 12" o/c max. spacing. Can be headed screw
oral) thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Huber
Wall Sheathing
17147-R2
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
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LOT 62
PIiOJECT�(i
04321.000 062R1
MODAL:
4EBB
"1828-CALI"
GARAGE O11INiiY
LEFT
PAGE
PRODUCT
APPROVALS
160 MPH EXP J
ARCHITECT -
STATE OF FLORIDA
J'a
A.
06/O1/18
NOTE: NOTE: MOTE:
IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SI-4EATI-41NG SYSTEM 15
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING: MEMBRANE e °
MANUFACTURERS b" a VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE r�
ENDS) 4 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NEED TO ESE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. \
WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE \T/
/ I" OR LESS PIPE X. FLASHING (COMPATING MEIRABE
PENETRATION
PREFORI IED CONTROL JOINT "' �" THICK, 3 COAT CEMENT WRAP MATERIAL) OVER 4'x4'
FLANGE OF CONTROL JOINTS t \ PLASTER / ` SELI=-ADHERING MEMBRANE
BE WIRED TIED TO LATH m S' WRB LAYER 02, FORTIFIBER ` PLASHING OVER APPROVED
O.C. MAX (VERT.). NOTE: DO BUILDING PAPER HOUSE WRAP.
I" MIN. LAP � METAL LATH
NOT FASTEN CONTROL JOINT TO / \ FLASHING TO EXTEND ONTO PIPE
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
3e' LEG MAY BE USED TO TEMP. FASTENED .i' (VERY-) O.G. MAX X X X I
SECURE CONTROL JOINT AT SUPPORTS X X X
DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF
W� LAYER "I,
FASTENERS TO BE SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE Or-
o
FLASHING SELF -ADHERING MEMBRANE
i' OG. MAX VERTICALLY I S�� STEP *1 FLASI-11i
WOOD SHEATHING
OR 146' ZIP SHEATHING I LAYER M, �' THICK, 3 COAT CEMENT WRB LAYER '4,
I SYSTEM 0IINSTALLED PER STUCCO WRAP I PLASTER STUCCO WRAP
MANUF G5.) / METAL LATH
r 6" MIN PAPER LAP BELPW ONLY
PAPER
FIBER WRB LAYER "2, FORTINEIER
WRB LAYER 02, FORtIWRB LAYER 2, PORiIPIEER
BUILDING
BUILDING PAPER METAL LATH
BUILDING PAPER IUD LAYER "1, 6"xb' SELF -ADHERING MEMBRANE
/ \ - STUCCO WRAP PLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
J° TO §• INSTALL FASTENER$ (CLIPS,
FLASHING OVER APPROVED
GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP.
LATH SHALL NOT 6' TO a• 6 To a' OR 7/l6' ZIP SHEATHING REQUIRED TO SECURE FLA5HING TO EXTEND ONTO PIPE
BE CONTINUOUS ,I SYSTEM (INSTALLED PER PI/ WIRE t0 FRAMING
THROUGH CONTROL M SP=CSJ PE4'x4' SELF -ADHERING MEMBRANE
MIN. MIN. / FLASHING OVER APPROVED
\,,;r ., , :see, �'n •w4°.' :' `^ , ;itc.:
JOINTS BUT SHALL
BE STOPPED AND HOUSE WRAP.
TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING I' MIN LATH FLASHING TO EXTEND ONTO PIPE
PER ASTM C1063 LAP, 4" OVER Ivi
7101.4 PLACED FLAT MAX. 6' TO S' ALL LAP
\ / CONTROL JOINT FALLS WHEN APER LAP V CONT. BEAD OF SEALANT
NOTE: \ /' STRUCTURAL STUD SCALE: 1 1/2'=1'-O'
I. FASTENERS FOR LATH TO M NAILS OR —INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. 18) 0.0475' WIRE / SHEATHING
3. BLOCKING SHOWN MAY BE IN ADDITIOy \ ELAStOMERIC COALING OVER STUCCO/
70 WALL STUDS REQUIRED PER PLAN / G.Y. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL /� \• WOOD STUDS SECTION PER SECTION R703.7
14 Exterior lathinq and plastering
NOTE• SHEATHING Exterior use of Portland cement plaster
SIDE LAPS OF METAL OR T/16' XIP SHEATHING: SYSTEM shall comply with the application
(INSTALLED PER MANUP. SPEGSJ requirements of ASTM C 92612A.
PLASTER EASE SHALL f
NOTE:
BE SECURED TO BUILDING 6 MiN. Installation of exterior lathing and framing
„ „ FRAMING MEMBERS. PAPER a LAP INSTALLED, IPLEASE SEE SHEATHING SYSTEM IS shall comply with ASTM C 1063-12A.
O M TYPE CONTROL JOINT THEY SHALL $E TIED
BETWEEN SUPPORTS c' MANUFACTURERS
WITH 0.0415-IN. (121-MM) STUCCO N LAP ® LATH
WIRE AT INTERVALS NOT 3 e LAP w PAPER INSTALLATION PROCEDURES
MORE THAN 9' (225-MM).
AS PER ASTM GI063 > FIFE F N TRAT I ON � TA L ( fRA1'� )
( � j I. FOLD INWARD * PT. A O I. FOLD INWARD 0 FT. A i.8.1.
2. CREASE a PT. 15 4 K C K O U T �
FOLD FOR REPAIR OF TEARS '�
® IN WRB LAYERS, MARS HORIZONTAL LATH I �l. .�.
DETAIL MAY BE PATCHED & PAPER DETAIL
W/HOUSE WRAP TAPE
PER MANUP. SPEC. OR
FOLD PEEL 4 STICK
. ae•
® -1/16" ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
E
r. ATHING OR CMU
O I A D INWARD . (�.) L FOLD SE 4f. PWOOD SH
r. A WR5 LAYER *I,
a. GREASE Pr. 15
a. CREASE a 1115
3. CREASE . PT. G STUCCO WRAP (FRAME ONLY)
3. GREASE • Pr. G • `.
4. FOLD PT. G OVER Pr.
D TILL PT. G TOUCHES
BOTrot•t FLANGE
THICK, 3 COAT CEMENT
PLASTER (FRAME), I/2" 2 GOAT -�--y
I I CEMENT PLASTER (CMU) LEC
HMETAL LATH (FRAME ONLY) "� �L �I
® ®FOLD m LAP WRB 4 TAPE OVER DRAINAII FLANS (LR5
WATERTIGHT ROOF=/WALL SCREED L,�� R #1/ 5TL�GGO WIRAF)
. Ti' 00TTOM
FLANGE
NOTE: SEAL. FOLD, 22
NQL cur.
IF ZIP SYSTEM 15
INSTALLED, PLEASE SEE d' THICK 3 COAT CEMENT z 511X5" "L" TYPE CONTINUOUS UA5 L A�rR #2 (FOfRT 1F 1 BE R — — — — — —
PLASTER lFRA 'aeoAr AMETAL FLASHING �jl,,lI��INCH 1��eF�R�
MANUFACTURERS CEMENT PLASTER (CMU) �" � (NAIL
TO ROOF DECK, NOT
INSTALLATION PROCEDURES WR5 LAYER 02, FORTIR15I
BUILDING PAPER(RAME ONLY) WALL SHEATHING)
WRIB 01, LAYER CAP SHINGLE - DO NOT NAIL, E TAL L, x X X x
STUCCO ER P ieAME oNLr� �"�
LAP LAYERS OF BUILDING WRAP INSTALL WITH ROOF CEMENT
OVER NAILING FLANGE, STOP
t rWRB A I ABOVE
NSM4 ONLY)
MR" OR a
EXTERIOR �
., ROOF CEMENT
�SuSWALL. FLA5dING s ROOF PER ELEVATIONS WOOI] 5�4EA74NG�
ao OR 111(o" ZIP SHEATHING SYSTEM
DETAIL) ELA8HING(GEE �� (INSTALLED PER MANUr. SPEC5J
NOTE: SELF—,Ahd4 51VE FL,A5+41NG — — — —
:. IF ZIP SI4EATHING SYSTEM IS NOTE:
INSTALLED, PLEASE SEE
MANUFACTURERS 1`IETAL LATT 4: LATE 4 TO 5E FEFR SECTION
FELT AY' \ WATISI,y LINBTALLKIgCQiT SOLDER DOTSEAL MEND OR NOtCUT INSTALLATION PROCEDURES R10j.7.1 / A57V G-a47-O'Bi r'' IN. 2.J L55,
BFVMCiLE ROOFING 6n0 FLASHING AT BOTTOM OF ROOF /
DRIP WOE, 3', �•�J I fit` WALL INTERSECTIONS FER 5Q. �ARF (UT I L I T� OR NO� I ��I AL
DVERLAPLAT14 IDOE5 NOT 1"iEET 5FECFICA71ONS)
EMEND l BELOW
Si-EA'n-VMG, MECHANICALLY FASCIA WRAP �''�-+y�
FASTEN 4' Ora -MAX 9 g Lag F L A SLLIT I N �.II
l/'y�
N.T.S.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT 62
P1ZOizcT#
04321, 000 062R1
MOaICL:
4EBB
"1828-CALI"
GABA '111 091rMG:
LEFT
PAG M:
WALL
ASSEMBLY
DETAI]L,S
160 MPH EXP C
06/01/18
8CALM 1/4"=V-0" 1
WI
INU I G:
IF ZIP SHEATHING SYSTEM IS
STALLED, :)LEASESEE
NUI ACTURERS
INS 4LLATION PROCEDURES
BACKER ROD
BACKER ROD
WRB LAYER "I,
STUCCO WRAP
INSTALL 6" SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
VENT GAP t0 BE SE N BED
OF SEALANT
At TOP D
SIDES ONLY. SEAL IS TO BE
TOOLED AS T DEFLECT
/— WATE WA M JOINTS.
/ E AOUND
SEALANT ALL
OI INTERSECTIONS
L EALANT AT PERIMETER OF
N - OVABLE FRAME AND STUCCO
LL SIDES, Y4" CAULKING JOINT
AROUND
DRYER VENT
WOOD
CONSTUCTION
all
G
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
\s'h
irements of ASTM C 926-12A.
llation of exterior lathing and framing
comply with ASTM C 1063-12A.
HOODED Vr
T
' THICK, 3 COAT EMI
PLASTER
METAL LATH
WRB I-AYER 02, FORTIF
BUILDING PAPER
WOOD SHEATHING
( FRAME)
WRB LAYER
STUCCO WRAP
'WRB LAYER 02,
BUILDING PAPS
t L
X��TH
CASING BEAD
RAISED SAND
Ya' TO All MID -WALL
WEEP SCREEL
6" WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE vNNEE:R
OVER SG TCH COAT
IZONTAL WEEP SCR
W/STONE VENEER_
(FRAME TO BLOCK)
DRAINAGE PLANE (UJRB
LAYER #1, STUCCO WRAP)
WRB LAYER #2 (PORTIF15ER - - - - -
BUILDING PAPER)
t*1r=TAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
OR 1/Iro" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS)
SELF-ADHESIVE FLASHING — — — —
NOTE:
I" IETAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-84l-09, MIN. 2.5 L85.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET 5PECII6ATION5)
ELEC. METEF
VERIFY LO
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT m
TOP t SIDES
DRYER VENT
BUILDING PAPER
OVER "QUICK
FLASH"
PIPE THROUGH
WALL
I
6" SELP ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH"
NOTE:
�/ IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
-ELEC. METER FIELD
VERIFY LOCATION
UOOD CONSTRUCTI
1/16' ZIP SHEATHING SY EM 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MAN SPECS) OR (INSTALLED PER MANUF. SPECS.) OR
/LASTER
Cs s ` WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
ORTIFIBER METAL LATH
R wooD '' FIN( TEXTURED
CONSTRUCTION —FINIS( -I ®WOOp
;,FASTEN TO WOOD STRUCTURAL
MEMBER ® i" O.C. MAX
T CEMENT$' orlu ' ; 7b' TO )4' MID -WALL
'' . � WEEP SCREED
" ft
TO Ye" MID -WALL _ �a
W P SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
G" SEL\RAE
E
FLASHTEXTURED
FINISH +MASONRY
WOODB HORIZONTAL WEEP SCREED
WALL
(FRAME TO BLOCK)
EEPD
RAMS TO FRAME
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
"t r_-N " '�R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
;O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDGE
APPLY E—Z BEAT
OVER 60 MIN
GRADE "D"
FELT —PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
5T P #3
0. 0.
e
o.
.o
0
0.
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0
0.
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e
o•
0
0�
,.a•a.a.a
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER "I,
------
-STUCCO WRAP
CUT 'X' INTO
\
SI=LF—ADHERING
X
MEMBRANE FLASHING
f \
APPLY SELF —ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
"I
5TEF #2
WRB LAYER 01,
STUCCO WRAP
APPLY 60 MIN SELF -ADHERING
GRADE "D' FELT MEMBRANE FLASHING
OVER
SELF -ADHERING
PLASHING OVER
APROVED
HOUSEWRAP 1140, 01
�- WRB LAYER 02, FORTIFIBER
BUILDING PAPER
STEP
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
SiEP *E5 STEP #�o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 62
PliOJECT#
04321.000 062R1
MODEU
4EBB
"1828-CALI"
GARAGE OVUNG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
DA�TJC., 06/01/18
8CALM 1/4"=1'-0"
3IMMET
EXT. WOOD FRAMED
WOOD SHEATHING
WALL
WRB LAYER M,
STUCCO WRAP
SU -FLOOR DECKING
WOOD
WRB LAYER "2, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
PRE- NG'D TRUSS
HAT GHANNEL
THICK, 3 GOAT CEMENT
WEATHER SISTIVE-
W/sfe" TYPE "X' DRYWALL
PLASTER
BA IER W
6' SA.F. ® TOP OF WEEP SCREED
WEATHER RESI IVE-
�-
TO SI IEAtµINCs BEHIND WEEP SCREED
BARRIE "2
�\
�a 4" POSITIVE DRAIN'
THICK, 3 COAT CEME -
WOOD SHEATHING
WEEP SCREED
PLASTER
METAL LATH
WRB LAYER 01,
STUCCO WRAP
�\
WOOD SHEATHING
IINCs
' THICK, 3 COAT CEMENT
PLASTER " _
6' SELF-ADHEREING
AM66-WFWC--1W CUSTOM CAST A
, , `
C. FLASHING WRAPPED
r ® TOP OF WEEP SCREED
TO SHEATHING BELOW
r
r
WRB LAYER 01,
STUCCO WRAP
4" POSITIVE DRAIN -
WEEP SCREED
WRB LAYER *2, FORTIFIBER
L
BUILDING PAPER
(SHOWN FCC
------------------
i
SEPARATE AC
+
r
t
++
, 6' SELF-ADHEREING
+
FLASHING WRAPPED
WRB LAYER "I,
i ® COMER OF CANTILEVER
STUCCO WRAP
4' POSITIVE DRAIN
AMIGO AM66-WFWG-180 �.�
1 2 ; WEEP SCREED
CUSTOM CASING BEAD
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
1 n A i DTL. ® CANT.
SCALE: 1 1/2"=1'-0'
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
NOTE:
1IETAL LATH: LAT14 TO BE i=EiR SECTION
R103.1_1 / ,ASTI`l C-84l®09, 1"I1N. 2.F5 L85.
i=ER 50. YARD (UTILITY OR N2 ANAL
L.ATI--I DOES NOT 1"IEET 51=ECIFICATIONS)
OTE: WOOD CONSTRUCTION
IF SHEAT ING SY t IS
INST ED, EASE SEE
MANUFAM�FRSRS WEATHER
INSTALLATbk PROCE RES ,/'_BARR ER "IRESISTIVF/
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE "X" DR'
W/TEXTURED t PA
FINISH
J" THICK, 3 CQoMN
PLASTER
DRIP EDGE
11D INSTALLATION
NOTE:
IF ZIP SHEATHING S St
M IS
INSTALLED, PLEAS SEE
MANUFACTU RS
INSTALLATION PRO E URES
5/8" TYPE 'X" DRYWALL
W/TEXTURED ! PAINTED
FINISH '
' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
1 VE
JP -THICK, 3 COAT CEMENT
PLASTER
METAL LATH
U1o0� , AAt� IfNG
OR Y YtP At ING iSrsit Y
(2) 2XI -77DALL ER �SMEd
/, c�ClthM �DAt�I
(SHOWN FOR
SEPARATE <
MCI OF
ONLY)
WOOD CONSTRUCITCmI
WEATHER RESISTIVE
E3ARRIER 11
WEATHER RESISTIVE
pARRIER N2
I;
THICK, 3 GOAT CEMENT
PLASTER
METAL LATH
W?R' NWAMi % sys"Mm
i-�d°r��ri" ANUF. �cea
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP I Fµ IELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
" THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
-VINYL CASING BEA
ONLY)
ANTILEVER DR
EDG
1m 012 ,I
DRAINAGE PLANE (ORB
LAYER 41, 5TUGG0 WRAP)
WRP LAYER 02 (FORTIF15ER
BUILDING PAPER)
1'''IETAL LATH x x x x
STUCCO ,
e'
LJOOD 5�4EAT+ 41NC
OR 7/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPI=GS.)
5ELF=ADHE51VE FLA5HING - - -
FINISH LAYER l2 LAYER
EEL < StIGK)�
6' EL 4
STI DRIP
EDG TO
DECK
11�"XI s/4" P.t. SIMULATED
WOOD ITREX) Xt\L
CONTINUOUS
WATER PROOFLAYER (2 LAYSTICK) WRAPPBALCONY DECCANTILEVER
6 PEEL E STICK
DRIP EDGE TO DECK t
SUB FLOOR
I VXI 3/a" P.T. OR
WOOD (TREX) FI
CONTINUOUS —
Y4" GAP FOR A
ROD E SEA N'
FINISH L E
PEEL 4 T )
3/4 RESILI
HAT
5/5" TYPE "X" D WALL
W/TEXTURED < 9AINTED
FINISH
" THICK, 3CIAT CEMENT
PLASTER
3/AN
GA. GA \Itl
MIP ED SBE OFS2'SDRIP X10
Y4" BACKER
ANT
L
Y4" GAP FOR BACKER
ROD E SEALANT
N B A
'
FATHER RESISTIVE
VINYL CASING BEAD
BARRIER 01
Ir
/ WERESISTIVE
WATER PROOFING let
BARRIER r'2
LAYER (2 LAYER PEEL
'
�a
4 STICK)
, RAW
DECK MEMBRANE,
1=XTEND OVER DRIP
PEEL
EDGE
3' X 3' 26 GA. GALV.
SUB FLOOF
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, X' MIN.
SPACE FROM DRIP
FACT: TO TREX
P.T.
/INYL CASING BEAD
I:
UI
Qo'
COLUMN SHEAT HW_sWEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER *2
6' S.AP.
PEEL 4 St\CK
r-I X2'x3" "L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
�1,15'X3"26GA.GA
METAL DRIP EDSET IN FULLBESEALANT, �" MISPACE FROM
FACE TOT X ATHER RESISTIVE
\C_ANTE�R
LAYER PEEL E O SEALANT
PPED FROM R ROD. -
DECK TO OpIFI 9fd
R SILIENT
COAT CEMENT HA CHANNEL
WOOD SHED
WEATHER R
BARRIER 01
WEATHER R
A51NCm ratAD NO GAP IN FIELD �
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
" THICK, 3 COAT CEt"IEN
PLASTER
/ 2 1/21I CORNER BEAD
FAST ED TO EATHING
"I 4 LAVER *I,
STUCCO WRAP
i x WOOD SHEATHING
TAL LATH
WRB LA 02, FORTIFIBER
BUILDING P R
4A)CORNER BEAD @) FR E
2 1 /2 "
CORNER BEAD
(FASTENER E SPACING I" O.C.)
�rl!!
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
kev, BLOCK
WOOD SHEATHING
LAYER M, —
STU O WRAP
oe—+
ARRIER 'W
WEATHER RESISTIVE
BARRIER 02
EXTERIOR COLUMN
COLUMN SHEATHING
6" SAP
I N2"x3' 'L' FLASHING
-FULLY EMBEDDED IN
ROOF CEMENT
I ,t' X 3' 26 GA. GALV.
-
METAL DRIP EDGE:
SET IN FULL BED OF
SEALANT, )J" MIN.
SPACE FROM DRIP
FACE TO tREX
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL 4
I
' STICK) WRAPPED FROM
BALCONY DECK t0
iIF
CANTILEVER
" THICK, 3 COAT CEMENT
ASTER
5/8" YPE 'X' DRYWALL ME L LATH
W XtURED t PAINTED
F ISH WOO SHE.
" THICK, 3 COAT CEMENT 4" OSI
PLASTER WEEP SC
NO GAP IN FIEL[
VINYL CORNER BEAD (SHOWN FOR CL,
VINYL CASING BEAD SEPARATE ACC
BALCONY DRIP
11C EDGE INSTALLATION C9 C
(W/"L" FLASHING)
SCALE: NTS
WRB LANA'
BUILDINPER
METAL
g° THICK
PLASTE
FLASHI
WINDOW FLANGE
WRS
WL E FORTIFIE3E
uIL G APER—(�
I
PET LATH
HICK, 3 GOAT CEMENT
LASTER
(o "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
N OF
ONLY
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDuyt,45
WOOD SHEATHING
S
YER
A R 02,-ORTIFIBER
I Cs PAPER
T LATH
DE THICK, 3 COAT CEMENT
LASTER
,
I
,
, I
t
,
c
1XB\CASING BEAD 05) WINDOW
(FRAME. NO BAND)
1441 N. RONALD REAGAN BLVDi
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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BUDD=v. ae LiOT:
CREEKSIDE
LOT 62
PIZOJEji
CT�
04321.000 062R1
MODELt
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
DAFT.:, 06/01/18
BCALIM 1/4"=1'-0" 1
w0013L SHEATHINGS
WRB LAYEN 01, —
STUCCO WR
WRB LATER ""z, F
BUILDINGS PAPER
METAL LATH°+'
" THICK, 3 COAT CEMENT
PLASTER
ro'SELF-ADHERING
FLASHING s` 5
VINYL ANGLED vl
CASING BEAD yr
DRIP CAP �..
WINDOW FLANGE
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATHI
WRB LATER
STUCCO W P
WRB L ER 02, FORTIFIBER
BUIL G PAPER
�E AL LATH
✓✓" THIGK, 3 GOAT CEMENT
PLASTER
'CURL-'' LATER 02, FORT5NT E
BUILDING% PAPER�y�
META L-ATH JJ \\
" THICK, 3 COAT CEMENT
PLASTER
ro"SELF ADHERING_
FLASHING
pRfP OAP
WINDOW FLANGE
CASING BEAD (4) WINDOW
1 Fr, (FRAME, W/BAND)
SHEATHING
METAL LA
WRB LAYER *11,
STUGGO WRAP
WRB LAYER 02, FORTH-15E
BUILDING PAPER
THIGK, 3 GOAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
Y4. GAF TYPE " THZCKANT
CAaING 5EAD PLA
To TRIM METIX TRIM MBERm STUCCOSIDING TRAN ION BER
I
SIDINGS OOD SHEATHINGS
WRB LAYER "I, WRB LAYER "I,
STUCCO WRAP STUCCO WRAP
0
CASINGS BEAD
\— roll SEL DHEREING
FLASHING: PEEL 4 STICK
SIDING TO S TUC Q
CASING- BEAD
(CROSS SECTION)
N
NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD CONSTRUCTION
BEYOND
WOOD SµEATµING —
WEATµER RESISTIVE
BARRIER w
TµER RESISTIVE —
BA IER 02
W/6 ' LAP SIDING
6' SELF -AD ING —
FLASHING
STARTER STRIP
DO NOT CAULK OR—
"
-
��� kill:_31� -- -
62
� J •
-'
X 6" SIMULATED
)D TRIM MEMBER
L GAP WICAULKING
APPROVED SEALANT
NOTE:
METAL LATH: LATH TO BE PER SECTION
Rrt03_7.1 / ASTi l G-&41-09, MIN_ 2.5 LBS.
WOOD 5I4EEEAT Z PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
SEALANT
WINDOW
2X FRAMING
MEMBER
#
WOO CONSTRUCTION
BEY
6' SELF- µEKING
CO �� �
WOOD SH T 41TI
WEATHER STIvE
FLASNI
BARKER w
,!/
; HER RESISTIVE
600)
RRIER w To LAP
r
SISTI
II OM�NLASOIIIVE sOP
RRER02
/�/
Xr
IIII II�pjgB�ATWER
WIC
L
lIT6REALPSIDING
//�
I
}
WEATHER RESISTIVE
WEATHER BARK ER 91
!
6 SELF -ADHERING
FLAB {ING
z
WEATµER RESISTIVE
/� t
�r�
,
STARTER STRIP
\� ,
/
, BARRIER °2
r� l
1 i GALv'D METAL
DO NOT CAULK OR I
}
W FLASHING
/-��/
T II T� 1 GK,, 3 GOAT GEM I T
SEAL OPENING
�
DO N07 CAULK OR
— SEAL OPENING
(EXPLODED
// �
VIEW FOR
,45�� I\
GALV'D METAL
"Z' FLASHING
WEATHER RESISTIVE
BARRIER w TO LAP
CLARITY)
I X 6' SIMULATED
6'
MIN. ABOVE TOP
Z' PLASHING
W�Y' OD TRIM MEMBER
E-Z BEAD vINYL CA91NCs
1 Y' X 6' SIMULATED
(W/%" FLEXIBLE PVC
/
WZOD TRIM MEMBER
BACKER ROD) \ / " 8ELP-ADµERING
61 SELrLASHINGAD�RING PING \ I ; i / }
74' TµIQ 3 COAT \1 SEAL AP W/CAULKING
CEMENT PLASTER �\ OR AP VED SEALANT
WEATµER RESISTIVE WEATµER SISTIVE
BARRIER w BARRIER w
CASING BEAD OP RAISED BARRIER RESIST - ASING
ARRIER 02 5AC FLEXIBLE
BACKER RODJ
BAND (FRAME) SIDING IN
TO STUCCO 11EATµERRE8ISTIYE
17AQ FRAME TO FRAME BARRIER 412
SCALE= 1 1/2"=1'-m° TRANSITION
SEALANT
WINDOW FRAME
INDOW FLANGE
2X FRAMING
MEMBER
BUILDING
WRAP
$" -
TRICK, 3 COAT CEMENT
PLASTER
METAL LATH
Tf
E-Z BEAD VINYL CA.
% (W/3/8" FLEXIBLE PVC
WRB LAY *2, FORTIFIBER
5UILDINO PAPER
ROD)
WRB LAYER 01, yUCC0 WRAP,
WRAPPED AR ND FRAMING
MEMBER
roll L A HESIVE FLASHING
-- EATHING
T ELOW EXPLODED
A
O R CLARITY
TiP $" tl-LICK, 3 COAT CEMENT
C SAD PLASTER
u N��UJ METAL LATH
it
WRB LAYER 02, FORTIFIBER
Bull NG PAPER
WDI SHEATHING
WRB LAYER 01,
STUCCO WRAP
ro" WIDE PEEL E STI
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/a" FLEXIBLE PVC BAC
*APPLY FULL BED OF SEALANT B
FLANGE E BUILDING WRAP
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBEIR - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO
WOOD SHEATHING
OR 7/16' TIP SPEATI-41NG 5YSTEM
(INSTALLED PER MANUP. SP CSJ
SELF-ADHESIVE FLASHING - - - -
ROD)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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strHa=v. Tale rroT:
CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODEU
4EBB
"1828-CALI"
GARAGE 3lTIMC:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
AR NO 93723 O
06/01/18
sCALiE: 1/4"=1'-0"
CUT HOUSEWR
AT 4W ANGLE
MOpiFIEp °I' CUT
IN HOUSEWRAP
LINE OF L
OPENING
APPROVED HOUSEWRAP
OVER SHEATPM OVER
11.01 STUD WALL
STEP I
INSTALL i'
SELF -ADHERING
FLASHING OVER
NAtLING FLANGE AT
J.dM56
EMEND FLASHNG MIN
I' BELOW SILL
FLEXIBLE FLASHNG
DO NOT SEAL 50TTOM
FN
STEP 6
NOTE
F Z f 5�4ATE f N 5�ST le INSTALL ,
LE45 �5ANLFA TL�E 5 lNeTALLAT f N
F`fROCEED�fRE5
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMI=LEMENTED AT ALL WINDOWS WITH
vIDENCE OF WATER INTRUSION BELOW THE
WI OW OPENING
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
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A
F
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CREEKSIDE
LOT 62
PROJECT#
04321.000 062R1
MODELA
4EBB
"1828-CALI"
GARAGE SYnNG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
160 MPH EXP C
a TE 06/01/18
®CALM 1/4"=1'-0"
03IEET
2xro SUB-BANp
W/I "x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
7/8" TEXTURED
FINISH 10 WOOD
1/2" TEXTURED
FINISH a CMU
METAL PA
I�
I�
1�
2X6 SUB i
I �
METAL FASCIA �
WRAP Yell FROM `
STUCCO, 1" FROM
WOOD WALL
EXTERIOR WALL `
(FRAME OR GMU)
\� NOTE: NOTCH FOR 2X6
� SUB BAND ONLY
ATION
—ROOF <CK OUT REMOVED
\\ FOR GLARITY
\ROOF DECK (BEYOND)
�rt DRIP EDGE, 1" OFF WALL
`SNOT INTO STUCCO)
1-I/8" TEXTURED FINISH
/ WOOD, 1/2" TEXTURED
FINISH a GMU
'-,,! 2xro SUB -BAND W/I"x4" NOTCH s
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 211
OFF WOOD WALL
1/8, TEXTURED
FINISH ® LUOOD,
1/2" TI=XTURED
FINISH o GMU
METAL LATH
WOOD SHEATHING
OR CMU
IJRB LAYER 01,
STUCCO WRAI0(PRAME ONLY)
LURE LAYER 02, FORTIFIBER
BUILDING PAPER
(PRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE 1` IANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT 'a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "X4"x41 -0"
SCABBED TO TRUSS
W/126 NAILS roll-8'1
O.G. MAX.
2x SUB -BAND W/I2"x4"
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR GMU)
SUB BAND DETAIL @) WALL
SUB BAND DETAIL G) WALL
W/KICK- OUT
FRAME OR GMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/V22"x4" NOTCH is
END, WPAPf'ED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
RAMS OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB-BANp
WIV2"x4" NOTCH a
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT -0
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BLVd
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
4
1
94
U
w
12
0
F
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x
sunDIV. de LOT:
CREEKSIDE
LOT 62
PROJRCT#
04321.000 062R1
MODEU
4EBB
"1828-CALI"
GARAGE BWMC;:
LEFT
PAGM:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
ZED), A. ABOI�CHACRA
Aft NO 93723
`
DATE: 06 0 AT `: 1 18
®CALM 1/4$$=1'-0"
81-MICT