HomeMy WebLinkAbout6755 Ezra Loft Pls
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
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12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
•FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-AIL LOCAL AND STATE CODES
• OCCUPANCY
- RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
- VB
• MIN. INTERIOR FINISH
- CLASS B
• BASIC WIND SPEED
- Vult=150 MPH
Vasa=116 MPH
•EXPOSURE
- B
•1-STORY RESIDENCE
-
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
.FT. CALC.'S
LIVING 1828 5Q. FT.
GARAGE 430 SGL FT.
ENTRY 116 50. FT.
LANAI 88 5Q. FT.
TOTAL 2362 60, FT
ABBREVIATIONS
ABV.
ABOVE
LAY.
LAVATORY
A/C
AB CONDRIONING
LUM.
LUMINOUS
AN.
ADJUSTABLE
H.C.
MEDICINE E CABINET
ALT.
ALTMDdUTE
Mm
MANUFACTURER
AMP,
AMBEUGE
is.
MINIMUMBD.
BOARD
M.
MOUNTED
CL
CEDER LINE
Mm
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
cm:CELING
O.C.
ON CENTER
CIR
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
PD.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DEL
DOUBLE
PR
PAIN
D.G.
DUAL GIAM
P.T.
PRESSURE TREATED
DIA.
DIAMETER
P.
RIM
DIM.
DIVERSION
HAD.
RADIUS
DISP.
DISPOSAL
RAG.
RETURN AB GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR
DOOR
IN.
ROOM
DS.
DOWNSPOUT
R.O.
ROUGH OPENING
DTP.
DETAIL
S.D.
SMOKE DETECTOR
D.U.
DISHWASHER
sm.
SINGLE HUNG
EA.
EACH
SLIT.
SHEET
EEVA
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR
SHOWER
OR.
EmAUSf
SDI.
SMEAR
ET.
ETTEILOR
SL
SLIDING
➢.G./FX .
ITEID GLASS
SL GL
SLIDING GLASS
F.C.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
�oissu
SECTION
i UOR
T
SC
SOM CORE
FR DR.
FRENCH DOOR
TEN'.
TTE104RNO GLASS
PPG.
FOOTING
THLK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.OP.
TOP OF PLATE
GAR DLSP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
GFI.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL.
INTIMIRUpTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
VP.
VAPOR PROOF
H.B.
HOSE BB
W.
WASHER
N.C.
HOLLOW CORE
W/
WITH
ER
HEADER
WD.
WOOD
HOT. OR HT
HIM
WOW.
WINDOW
INSUL
INSRIATION
W/H
TAM HEATER
INT.
INTERIOR
W.I.
WROUGHT BON
REVISIONS
REV. I DATE DESCRIPTION
REVIEW DArE�lY
CITY OF
��AM HYRHI LS
EXAMINER %,
ALL WORK SHAi. L `10mm 2� 4'�: �I�ILING
CODES FLORIDA S ILIANC >'(,,,r)F,
NATIONAL ELECT= `:-;
AND THE CITY -,v _Er�H`YRHiLt,b
ORDINANCES
p,D- l�2 3
6
,
5�
Z
213E
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
PG IBA -SAFE LOADS
PG 2 -FLOOR PLAN
PG 3D-ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.1-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -MONOLITHIC FOUNDATION DET'AIS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC I -STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WAIL ASSEMBLY DETAILS
PG WA5-1WALL ASSEMBLY DETAILS -WINDOW FLASHING
PG NAB -WALL ASSEMBLY DETAILS -SUB -BAND
•
A R C N I T E C T E
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141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroupcom
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BLNLDING CODE, RESIDENTIAL (FIBC ft ST H
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 WK VASD=116 MPH
11. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS :0.18
V. RISK CATEGORY II
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2
12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SWILL 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 148 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014),
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL I- MIN. RIGID
NON-METALUC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE-
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN f 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 HEREIRSEE 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
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (INHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
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 Y..".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED,
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED?.'.
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, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8021.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-11 OR V2' COX 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' COX PLYWOOD. 5/8' COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED ''/.' 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
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS4NGROUND WHERE INDICATED ON
12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO.
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALLCALCULATIONS
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fh =1500
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
PSI
ACCORDANCE WITH ANSI A58.1-1982
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
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
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
SHALL BE UMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR STH EDITION (2014), SECTION 11607.2.1
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
FOR MORTAR JOINT THICKNESS TOLERANCES.
18 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSANNLS AS RECOMMENDED BY THE
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
MANUFACTURER IN THE LATEST CATALOG
T FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6' - WI A X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 2 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.24
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS IV
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITHIN AMAFLE .
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO OVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063.12a
3. LATH & ACCESORIES PER ASTM-G1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
-- ALL STUCCO CONTROL JOINTS -- KICK•OUT DETAILS
- 'L' FLASHWG -- HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
-- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
-- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
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.
CONTROL DATE: 02/08/17
A R C N I T E C T 3
6
Design
Grou :N�.
L441 N. RONALD REAGAN ISM).
LONG WOOD, FL 3275050 PH: 407-77478
FAX: 407-774-4078
www.abdosigngroup.com
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OCAL>Q: 1/4"=l'-O"
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A R C N I T R C T 5
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COND. CONC. PAD
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NOTES:
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MEET PROVISION OF SECTION R3113J OF THE FSCR STH
EDITION (2014).
ro
SECURE STRAP TO
UNIT W/ (2) 08x1 1/4
A/C SHT MTL SCREIIL4
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CONC. J CONC. W/ (2)-3/16'X2'
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A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA
OVER HEAD • 12' FROM STRUCTURE
qGesignu{rin..
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
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1
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A N C N I T 0 C T S
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.com
AA N: 0003325
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8CALL': 1/4"=1'- O"
SUMM
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(2) 3052-SH
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LIaVINGCLROOM
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6066 9.CsD.
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8'-8' GLG.
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a-81�L�.
(2) 3052-SH
EGRESS
I
----
L-10
------------------
8
-
LINTEL SCHEDULE
NOTE:
THE LINTELS MAY BE SU55TITUTEDWITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
4^wr-44qlGTW LINTEL SCHEDULE
LINTEL
NO.
LENGTH
1
TYPE
COMMENTS
L 1
Il'-4'
8F28-115AT
L 2
4'-6'
8FI6-0113/17
L 3
1'-6'
8FI6-IB/IT
L 4
II'-4'
SF*-IB/IT
L 5
9'-4'
8F16-IE/IT
L 6
1'-6'
SF24-IBRT
L 1
4'-6'
8F8-I1B/IT
ABv. DOOR ASSEMBLY, DOTTOM OF LINTEL V-0' AFF
L 8
-
-
(NOT USED)
L S
-
-
(NOT USED)
L 10
5'-8'
8FI2-06/IT
ELEv. 'D', LINTEL SET 8• BACK FROM FRONT OF HOUSE
A E C N I T E C T 8
6
Design
GrouP"In�.
i441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
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STATE OF FLORDA
DAM
M 10/19/17
DCA=. 1 /4"=1'- 0"
olfzwr
I
L— 3
L— 3
(2) 3052-SH
(2) 3052-SW
EG�SS
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6068SUIT
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W.I.C.
8'-8' CLG.
O
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LAUN. I I
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L-7
ENTRY
9'�GCfs.
(2) 3052-SH ----
EGIESS I
8-10
--------
L-1— —
— — — — — — —
LINTEL SCHEDULE
NOTE:
THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
CA;�RETI� LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
Il'-4'
8F38-IB/IT
L 2
4'-6'
BFib-08/IT
L 3
l'-6'
8FI6-IB/IT
L 4
11'-4'
8FI6-�/IT
L 5
9'-4'
8FI6-�/IT
L 6
T'-6•
8F34-IB/R
L l
4'-6'
8F8-IB/IT
ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL s g'-0' AFF
L 8
-
-
(NOT USED)
L 9
-
-
(NOT USED)
L 10
5'-8'
BF12-0B/IT
ELEV. 'D', LINTEL SET 8' BACK FROM FRONT OF HOUSE
A a C N I T E C T!
Grou Of n.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.8078
FAX: 407-774-0078
www.abdeslBnBnwPoom
AA a: 0003325
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RIGHT
PACiM
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHRECT=
STATE OF FLOFlDA
p � D10/19/17
iiemm
IIN I
?AFE LOAD T,45LE5
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8' PRECAST 4 PRE5TRE55ED U-LINTELS
GfRAVIT'r
TYPE8U8
LENGTH
SFO-OB
eF12-OB
Ib-
O-
24-
28-
32-
em-IB
eFi2-IB
OFI6-IS
8F20-IB
8F24-15
eF28-IB
SF32-OB
2'-10'(34') PRECAST
2302
3166
4413
6039
1526
S004
10412
IIS36
3i66
4413
6039
1526
W04
10412
11936
3'-6' C42') PRECAST
2302
3138
3311
4689
6001
1316
8630
SS41
3166
4413
6039
1526
W04
10412
11936
4'-0' (48') PRECAST
2029
2325
24%
3461
4438
5410
6394
1350
2646
4413
6039
1526
W04
10412
11936
4'-6' C54'J PRECAST
1651
Ilai
MIS
2651
3403
414E
4896
5644
2110
4021
6039
1526
S004
10412
9668
5'-4' (64'I PRECAST
1184
1223
1301
Uwe
2311
2826
3336
3846
1665
2889
5051
6096
5400
6424
1450
5'-ID'(10'JPRECAST
912
1000
1059
1414
lees
2304
2121
3131
1459
2464
4144
5458
4431
52W
6122
PRECAST
931
1255
2101
3263
2146
3358
3911
4585
1255
2101
33%
5260
1134
8995
6890
(90') PRECAST
161
1029
1615
23S5
1994
2439
2886
3333
102E
1615
2610
3839
5596
6613
5041
9'-4' lll2') PRECAST
513
632
104E
1469
1210
1462
1154
2021
168
1212
1818
2544
3469
4030
3121
10'-6'(126') PRECAST
456
482
802
1125
915
1122
132E
1535
658
1025
1514
2081
2114
3130
2404
Ii'-4' (136') PRECAST
445
5w
935
1365
IS54
2355
11113
2015
598
S35
1365
1854
2441
3155
4044
12'-O'C144') PRECAST
414
545
864
1254
1689
2014
1510
1818
555
864
1254
1693
2211
2632
3590
13'-4'(160')PRECAST
362
421
126
1026
1331
1635
1224
1418
485
148
1016
1438
1855
2343
2920
14'-O'C168') PRECAST
338
Sal
648
919
1190
1462
1081
1260
455
'100
1003
1335
1114
2153
2666
14'-8'CIl6') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
165
1310
2045
2610
3185
3165
i5'_4•(Ig4•) PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NR
420
6%
1250
1855
2310
289m
3410
Il'-4' (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
S50
1400
1800
2200
2600
19'-4' (232') PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NR
240
400
150
IOW
1400
1120
2030
21'-4' (25&')F'RESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1180
2110
22'-O'(264')PRE5TRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
510
810
1250
*60
1
IS10
24'-OT288')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
1 240
47
120
1030
1350
1610
MATERIALS
L f'c precast lintels 2 3500 pal.
2. F'c prestressed lintels 2 6000 psi.
3. f'c grout - 3000 psi w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM 4416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or 5.
6' PRECAST 4 PRESTRESSED U-LINTELS
CAlFCRfRr
uI
L
iFT
LATERAL
TYP
LENGTH8-2
8-I
12-IT
16-IT
20-IT
24-i
28-IT
SF32-IT
SUS
8
12-2
16-2
20-2
24-2
28-2
SF32-2T
2'-10'(34') PRECAST
2121
2818
4101
5332
6569
1811
9055
2021
2021
2121
2194
3981
5190 16401g72
8851
3'-6' (42') PRECAST
2165
228E
3260
4231
5219
1i92
12514'-0'
2165
2215
3165
4125
509110361251
(46') PRECAST
leis
1989
2832
36SO
4532
6245
938
938
18'78
1'325
2150
3583
4422
5264
6110
4'-6' (54') PRECAST
166m
1162
2501
3257
4010
4161
5525
121
121
1660
1105
2435
3171
SINS
4658540r.
5'-4" (64') PRECAST
1393'
1484
znm
2141
3315
4010
4648
505
505
13W
1437
2050
2610
3293
3920
4549
51-101(101) PRECAST
1272•
1351
M30
2505
3084
3665
4241
418
418
1212
1315
1815
2441
3010
3583
1 4151
6'-6' C16') PRECAST
1141'
1200
1133
2250
2169
3290
3812
1141
1182
1684
21S2
2103
3216
3132
(90') PRECAST
959'
912
1415
1914
2354
2191
3240
651
SW
1029
1466
19m1
2351
2191
3245
591
9'-4' (112') PRECAST
801•
612
980
126E
1560
1852
2144
454
&30
801
755
II92
IE60
1910
2211
2634
10'-(o'(12ro') PRECAST
'1(-.
498
193
1021
1261
14%
1131
493
lib
roil
103E
138E
I111
2034
2358
39ro
II'-4' (136') PRECAST
666'
439
696
899
1104
1309
1515
363
556
666
535R4W
1295
15%
18%
2198
12'-0'(144') PRECAST
60l'
400
516
1001
1186
1312
340
494
631
4861209
1514
i199
2m86
13'-4' C160'J PRECAST
500'
340686
841
99l
1153
302
398
573
4091004
1367
1631
Ia91
14'-O'(168') PRECAST
458'
316
635
778
922
1065
286
360
546
378
62S
922
1254
1561
1816
14'-8' (ll6') PRESTRESSED
243
295
45S
591
724
857
99m
N.R.
351
243
352
582
852
1156
1491
1142
5'-4' (184') PRESTRESSED
228
278
430
553
611
801
925
NR-
321
228
329
542
lei
1072
1381
Ibib
Il'-4' (20W)PRESTRESSED
188
236
361
464
561
670
174
N-R
255
188
276
44S
649
814
1121
1389
19'-4' (232') F'RESTRES°vED
165
207
313
1 401
490
518
667
N.R
204
165
239
353
550
736
940
1160
21'-4' (256')P�STRESSED
145
186
218
356
433
512
590
".R.
112
142
212
336
477
635
807
SW
22'-O'12649PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
497
601
711
941
24'-0'(288') PRESTRESSED
127
l65
244
312
380
441
515
NR,
135
124
06
290
408
530
680
833
GENERAL NOTES
•REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2' RECESS DOOR U-LINTELS
C^rnCRm
GfRAViT,r
TYPE
LENGTHTYPE
-
�-�
OW14-
16-
SFW22-
26-
OW30-OB
ORFO-0
8RFI4-I15
SWIS-B
SIW22-IB
OW26-0
BW30-IS
4'-4' (52') PRECAST
1591
3053
2982
3954
4929
59m4
6a80
1489
1821
3412
4982
6412
1541
9416
Im818
4'-6' (54') PRECAST
i351
144E
2182
2114
3600
4481
5315
6264
1102
3412
4982
6412
1941
9416
10818
5'-8' l68') PRECAST
632
1602
1550
2058
2566
3015
3585
185
1153
2162
4014
6412
6516
5814
6539
PRECAST
l35
ll9
1500
1449
1924
2400
2816
3352
1103
2051
Bell
6412
6516
5450
e411
6'-8' (80')PRECAST
822
90l
1611
2933
2519,
3223
3812
4522
90l
1611
2933
4100
6130
Sill
6101
1'-6" l90')PRECAST
lei
1311
2252
1958
2451
2544
3439
665
164
M11
2329
3609
5492
6624
5132
9'-8' C116'J PRECAST
311
420
534
1253
1011
1342
1614
ISS6
535
S20
1491
2119
2618
-15%
2615
6' PRECAST W1 2' RECESS DOOR U-LINTELS
4M
uf=L IFT
LATERAL
TYPE
LENGTH I
e�6-IT
OW10-IT
eRF14-1T
OW18-IT
8Rr22-rf
SM6-IT
81' W-I
-2T
8RFI0-2T
OFF14-2T
91RFI8-2T
8RF22-2T
OW26-2
30-1
4'-4' (52') PRECAST
1244
1513
2413
3260
4112
4961
5825
932
1244
15M
2339
3110
4005
4850
5696
932
4'-6' (54') PRECAST
1192
1507
2311
3121
3931
4156
5517
853
1192
1455
2240
3036
3831
4643
5453
853
5'-8' C68')PRECAST
924
1112
1195
2423
3055
3689
4325
5O7
924
1132
I141
2351
2918
3603
4230
501
5'-10' C10') PRECAST
8%•
1138
1142
2352
2965
3581
41W
469
8%
1099
1690
2288
289I
3491
4106
46125
(o'-13' (50')PRECAST
118
892
1513
2042
2513
3101
3642
1100
118
956
1468
1981
2509
3035
3563
8--
1'-6' (90')PRECAST
688
69l
1325
1610
2280
2153
3227
110
941
688
849
1302
1162
2225
26W
3151
9'-8' C116'J PRECAST
533•
433
808
1123
413
1104
1995
614
533
521
1009
1369
1128
2088
2450
516
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
45 REBAR AT TOP
MIN. (1) REQ'D
I-1/2' CLEAR
TYPE DE51GNATION
Q
F - FILLED WITH GROUT / U - UNFILLED
_
CM.U.
QUANTITY OF 05 REBAR AT
BOTTOM OF LINTEL CAVITY
'�
Z'.d
`
E
GROUT
1
a 15/1T
-
z0
Ir -
�
S REBAR AT BOTTOM
J
L
• •
OF LINTEL CAVITY
NOMINAL WIDTH
NOMINAL HEIGHT
QUANTITY OF "5
REBAR AT TOP
I 1-5/8-ACTUAL
BOTTOM REINFORCING
PROVIDED IN LINTEL
8' NOMINAL WIDTH
(VARIES)
5AFE LOAD TABLE NOTES
I. Provide full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and
longer with a nominal height of 6' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavlty.
1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 316 and ACI 530
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% if bearing length is less than 6-1/2'.
Safe loads for all recessed lintels based on 6' nominal bearing.
2. NR • Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One "l rebar may be substituted for two 05 rebars in 8' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables bg
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9. All safe loads in units of pounds per linear foot.
A R C N I T E C T 8
6
Design
GroUS1®r. .
141 N. RONALD REAGAN BLVD.
LONGWOOD,FL32750
PH: 407-7746076
FAX 407-7744078
www.abdesigngroup.com
AA M. 0003325
W
4
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SL18D21► at LOTt
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LOT 45
BLK 6
PROJSCT#
04128.000- 04561
MODSis
4EBB
"1828-CALI"
GARAGE BlrnWGt
RIGHT
PAGIQt
SAFE LOAD
TABLES
150 MPH EXP. B
ARCFITECT-
STATE OF FLORA
2
DP TM 10/19/17
SCAM: 1/4"=1'-0"
atmE'r
1B" 1
39'-8'
A C N I T I: C T 8
CO1POW AND DLAUM
WND LOADS
I&= VW EXW#E FOR D &;=0
G:■IG
OPENNOS
Sam
ME
ISDIiHWWIYW
FEWJ S
NO TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
IS
5
24/-31
DR MIN. CRITERIA
56D. MIN.
41
5
22/-28
CRITERIA
16070 CAD.
112
5
21/-25
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I,
EXP.=B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED. (2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. CWROLDAhO/
DBL.
TOP
PLATE B
M
BAR DETAIL
A SCALE:
I
28'-8' EXTERIOR MASONRY
WALL BRG. HEIGHTS
-4" 9'-8" 9'-4'
8'-8' BRCS.
(2) 3052-SH
(2) 3052-SH EGRESS
LANAI LIVING ROOM
ro I 8'-8' CLG. 8'-8' CLG.
10.
0'
6068 SGD. - = OWNIT 'SSU
_s
8'-8• CLG.
s
C
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-
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6_I!,
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6,_2"
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IR-ISH
I
-
10
0.
I
b36
HI CHEN
A
v.
iI W.I.C.
iv
BATH
8'-8• GLG. Q
9 GLGs
-- ----
6 _8.
L' z'-4^ v
6 _m. 5,_a.
--�
--.
� r—
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G.V.
36•x60'
OPT. I
REFI °�
DW
-
L----
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D2-15H
_
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2' 10' 2'-10
m
8'-10,
3I-6°
8U8 I
OBI
RANGE
d=il
PAN.
'-8' CLG.
b
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5'-4'
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BOLLBATH ARD
AS REQ.
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CODE
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-
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FOYER
BDRM.#2 8
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8'-8' CLG.-8' CLG.
~
HDR m 1'-8'
3366'X TRANS.
AFF.
i
ENTRY
s
ti I
v
0
(2) 3052-5H
EGRESS
6'
- - - - - - - - - - - - -
- - - - - - -
10'-0" 1 4'-0' , 3'-10' , 2'-0' , 16'-0'
V
M
1
ro
SQ.FT. CAM'S
LIVING 1826 SQ FT.
GARAGE 430 SQ. FT.
ENTRY 16 SQ. FT.
LANAI 88 SQ FT
FAX: 407-7744078
www.abdosigngroup.com
AA M: 0003325
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LOT 45
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04128.000-04561
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4EBB
1828— CALI"
aARAOL B'WMWG:
RIGHT
PAO=
FLOOR
PLAN
150 MPH EXP. B
ARCH ECT:
STATE OF FLORIDA
FLOORPLAN
TOTAL 2362 SQ. FT.
ROLAAAR No 93723 c"
NOTE:
r-plulqT
-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.
DA2M 10/19/17
DCALIQ: 1/4"=l'-O"
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
e%3moT
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FBCR 5TH ED. (2014).
A ItCN IT EC T8
I 8'-9' BRG. HGT.
I -m
I0'-O' FIN. FLR
OFF RIDGE VENT
FEW NINE
1
L L
JU
ROOF
FYPON
BKTIIXII OR
EQUIVALENT
o-o clv.a. .+v i. 8'_8• BRls. ,aCsT.q
I �
-
11 I6'X62' FYPON
A DECO.
SHUTTER OR 4H
EQUIVALENT AA
TYP.
4' RAISED
r
BAND (TYP.)
I-
0'-0' FIN. FLR. 0'-0' FIN. FL__R�__ _
REAR
TEXTURED FINISH
ELEVATION
OFF RIDGE VENT OFF RIDGE VENT
EQ. EQ.
lk
EQ.
F'I'PON LV12X24 '
OR EQUIVALENT
LIGHT
0'-0' FIN. FLR
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1
STD. CALGS - OFF -RIDGE VENTS ONL1
Elfra, HST--- — — — — — — — — — — — -- — — — ——.—...--- — 8'-&, BRG. W.T.
F-Im. m,
V �
ti
a I!
0 -00 FIN. FL 0'-0' FIN. FLR-0' FIN. FLR
RIGHT ELEVATION
TEXTURED FINISH
OFF RIDGE OFF RIDGE
I�6
S'-S' BRG. HGT. (L., _ —IT 7-
0`
Ire
'vv d
r L-
N d
0'-0' FIN. FLR,L _ _ _ _ _ - _ _ ^' F- - - _ _ _ _ _ �_0'-0' FIN. FLR
LEFT ELEVATION Y
TEXTURED FINISH
AREA OF ATTIC
= 2364 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= V 30D
REWRED VENTILATION AREA
= 2364 /300
= 7M
VENnLATION AREA X SO, INCHES PER FT.(144)
= 1134.72SQ.IN.
MIN. REQUIRED VENTILATION
= .5X 1IM72
IN UPPER PORTION OF ATTIC
- 567.36 S41N.
OFF RIDGE VENTILATION AREA
= US SQ.IN. PER VENT
567.36 /115
TOTALROF VENTS REQUIRED
= 4,93357
TOTALROF VENTS PROVIDE
5
"AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG
EXTERIOR OF WALLTO EXTERIOR OF WALL,
NO OVERHANGS INCLVDED
z I-m
a
nLOUVER DETAIL
SCALE: 1/2' = 1'-0'
W-nesism
PH: 407-77443073
FAX: 407-7744078
www.abdeslgngroup.com
AA 9: 0003326
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SILVERADO
LOT 45
BLK 6
PROJSCW
04128.000-04561
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4EBB
"1828— CALI"
CAP—WRI OWD90.
RIGHT
PAGE:
REAR, FRONT
RIGHT &
LEFT ELEV.
„D"
150 MPH EXP. B
ARCM-ECT:
STATE OF FLORMA
/ A /.I %
n10/19/17
CIM 1/4"=1'-0"
M=3TMD
— .. - DEN01E 1Z4T TdN � I0' O/G MAX.
— =DENOTE tXb SiR0Y�A0C � IC O.G PtdX
FRAMING PLAN
CCA 01/14/14
A R C H I T E C T S
6
Grou l
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774,4078
www.abdesigngraup.com
AA #: 0003325
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aUBDIV. a LOT.
SILVERADO
LOT 45
BLK 6
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04128.000- 04561
MODLls
4EBB
"1828-CALI"
CARAGL' B'WMG:
RIGHT
PAGW.
FRAMING
PLAN
ELEVATION
11 D"
150 MPH EXP. B
DP 10/19/17
8CA M 1/4"=1'-0"
w*Emw
4D
CONNECTOR SCHEDULE I CONTROL DATE:01-05-(T
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-10
1625
(8)10d x 11/2' 1-PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2, - NO 16d OPTION)
(2) META-16
M85
(2) HTA 16-I0
2000
(10) 10d x 1 1/Y I -PLY, (USP: (10) I0d x 1 12')
2515
(14) 16d 2-PLY (USP: NO 16d OPTION)
HETA-16
1810
HTA 16
ISlO
(5) 10d x 1 12' I -PLY, (5) 10d 2-PLY USP, (10) 10d x 1 12% NO I&d OPTION
HETA-20
1810
HTA 20
1810
(9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12'. NO 16d OPTION
>_
w
Z
(2) HETA-20
2035
(2)HTA-20
3230
(10) 10d x 1 12' I -PLY USP, (10) 10d x 1 12'
2500
(12) Ibd 2-PLY (USP: NO 16d OPTION)
O
LGT-2
2150
LUGT-2
15W
(U - 114' x 2 114' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
U)
DETAL-20
2480
DHTA-20
2430
(10) - 10d x I I2, I PLY
MGT
3965
MIGT
4115
(U 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
10580
HUGT-2
91W
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (0) 10d)
HGT-3
10530
HUGT-3
9860
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Wd TO WOOD (USP: WOOD (8) 10d)
LGT3-SO825
32S5
LUGT-3
3525
(12) SDS I/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W82W
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
1510
(10) 10d x 1-12' (USP: (10) 10d x 1 12'
VGT
4S40
NO USP CONVERSION FOR SIMP80N VGT
(I) 5/8' ATR IN HIGH STRENGTH EPDXY (MIK 12' EMBED), (Ir.)-SIDS 1/4'X3' TO WOOD
(2) VGT
lies
NO USP CONVERSION FOR SIMP50N (2) VGT)
(2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1195
(14) 10d x 1 12' (USP: (14) 10d x 1 I2% (14) 10d)
HT5-I6
ISO
HTW 16
1260
(16) 10d x 112' (USP: (16) 10d x 1 1/2', (16) 10d)
NTS-20
1450
HTW 20
1530
(24) 10d x I I2' (USP: (24) 10d x 1 12', (20) 10d)
WTS-24
Mw
HTW 24
15"
(24) 10d x 1 12' (USP: (24) 10d x 112', (20) 10d)
LSTA-12 «
925
LSTA 12
530
(10) 10d UBP: (10) I0d
LSTA-18 +.
1235
LSTA B
1235
04) 10d USP: (14) 10d
M5TA-18 +
1315
MSTA-15
1310
04) 101d USP, (14) 10d
N
M5TA-24 +
1640
MSTA-24
1640
(18) IOd USP, (18) I0d
d.
MSTA-30 .+
2050
MSTA-30
2065
(22) 10d USP: (22) 10d
<
MSTA-36 •
2050
MSTA-36
2065
(26)10d USP: (26)10d
I—
MSTI-36
3800
KSTI 236
3890
(36) 10d x 1 I/2' USP: (36) 10d x 1 12'
V)
MSTI-48
5065
KTSI 248
5140
(49) IOd x 1 12' USP: (48) 10d x 1 12'
H6
950
LFTA 6
1210
(8) Sd TO PLATES, (8) Sd TO STUDS (USP: 06) Sd x 1 12', (16) 8d)
SP4
see
SPT 4
545
(6) IOd x 1 12' TO STUDS USP: (6) Od x 1 12' TO STUDS
A34
355
MP 34
300
(4) Sd x 112' TO BEAM, (4) Sd a 1 I/2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
14HCP 2
S00
(12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
I410A
1140
RT 16A
1380
(IB) 10d x 1 12' USP: (9) 1Od x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT 4 HDU4
4940
PHO 4A
5215
06)-808 1/4'x3' TO WOOD, (10)-808 I/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER2 PLY
USP: 5/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
VGT N HD115
4940
TDX 10
10140
(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
USP: 1/0' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY (4) 1/0' THRIJ-BOLTS
ABU 44Z
2200
6665
PAU 44
2535
6115
(1) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66Z
2300
12000
PAU 66
23W
16005
(U 5/8' ATR IN HKeH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12A6d TO WOOD USP; SAME AS SIMPSON
N
LTTI9 «
L-40
LTS 19
1205
(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC, (SAOd TO WOOD USP, SAME AS SIMPSON
Q
O
=
LTT20B +«
B00
LT8 2015
1105
(U 12' A.TR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED,) IN CONC., (10.Y0d TO WOOD
USP, 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 112', 2-12'
U
Z
HTT4
4455
HTT45
4160
(1) 5/6' A.TR IN HIGH STRENGTH EPDXY (MM. 1' EMBED) IN CONC, (18) 8 010 X 1 12' (USP: (20) *d X 2-12')
USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x 1-12', (20) I6d x 2 12'
Q
HTT5
Sow
14TT45
5005
(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIK l' EMBED) IN CONG. <I6) 16d X 2 12' CUSP, l20) 16d X 2-12')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28)10d x 1-12', (20) 16d x 2 1/2'
HHDQII-SDS 2S.
11010
UPHD 11
14395
(U 1' ATR M HIGH STRENGTH EPDXY, (MIK IV EMBED.) IN CONC, (24) 906 Y.• x TYi' WOOD SCIaWS (USP: (24) WS3 WOOD SCREWS)
HDIB
6645
TDX 10
10140
(1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN C X4C, (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS)
V)
MB 4A 356/1125
3415
5330
NFM35X12U
2590
1130
SIMPSON! (I) 3/4' ATR INHIGH STRENGTH EPDXY, (MIN.6.15' EMBEDMENT) INCML. TOP, (V 3/4'
ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (ISACd TO BEAM
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF OONC W/ 3/4' DIA ITW
RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) 101d AT JOIST
w
L•.1
V'
HUSC412 (WOOD)
3635
2660 (FLRI
HU84121F
3060
2110 (FLR)
(10) 16d TO HEADER (10) Ibd TO WOOD USP, SAME A9 SIMPSON
3265 (ROOF)
3325 (ROOF)
Z
Q
HUC410 (CM)
IBM
4920
W0410 IF
1305
5000
(16) 1/4' x 2-3/4' THEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x X W83 SCREWS, (10) 10d TO WOOD,
USP (20) 3AW TAPPER.. (10) Wd TO WOOD
=
HUC210-2 (CMJ)
1800
5085
HD210-21F
1305
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) 1/4' x X WS3 SCREWS, (10) 10d TO WOOD.
USP (20) 3AW TAPPER., (10) 10d TO WOOD
HUC210-3 (CM)
1800
5005
H0210-31F
BOB
5000
(1W 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (W) Wd TO WOOD, (USP: (IB) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD.
USP (20) 3116' TAP -PER., (10) 10d TO WOOD
LGUM26-2-SIDS,
1430
55W
1
LCAR 126-2
2125
6065
e4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CM, (4) 1/4' X 2 12' SDB SCREWS TO WOOD,
USP (4) Ai' X 4' WEDGE BOLT-1 WS3 WOODSCREWS
HIGH STRENGTH EPDXY • SIM -SON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT IS GRATER THAN l' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT.
.. I0d 00I'9'ION NAILS CAN BE SUBSTITUTED WITH 104:1 x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
W
I—
O
A.T.R. • A-301 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 MST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED,
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR5, USE FASTENERS GALVANIZED PER ASTM-AI53
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 VOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-14I.RCAG16, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE N MASONRY
CATALOG C-SA5-2012 N USP STRUCTURAL CONNECTORS 20115-2016.
HEADEK SWAIN CHAK Y
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
V-0' TO W-4'
DBL 2 x 10
V-4' TO 8'-O'
DBL 2 x 12
W-O' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD RE
UIREMENTS
MAXIMUM HEADER SPAN eft.)
UP TO
5'-O' TO
81-0.
UN.O.
4'-II 1/2
I l'-II 12'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
2 x 12
(-2 SYP)
1/I6' OSB
NAIL (3) 12d
TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES B EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12.
'.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
6
GrM i gn
c.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
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D 10/19/17
BCAIM 1/4"=1'-0"
slmw
4.1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
- e
05V 00LET
WA S6 Z rota
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f ?!O
P@IDANT LIGM
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TELEPNOIE JA
.
"WR ICATER
DDCa4ECT
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areLEN610N
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J-eDx
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LLFIG FANrLK411! YV DDx
MARiFD AB IYICM FOR
BPECTIQI
ttoaD LI6M
F OPT. maw
CYPAD
FE PD. NBH•d1TTaJ FOR —me
4--_-• oW FVRf
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
F'RE-CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
15ATHROO'7 EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5013 F5CR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHTING MUST BE
ENEIYiT EFFiC1ENT TYPE PER FB.C, ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014. 5Lh EDITION R404I
1ETER
FIELD
ERIFY
LOC.
—
--------- — — — — —
COACH
LIGHT
ELECTRICAL PLAN
150 AMP ELECTRICAL RISER
NOT TO SCALE,
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHNTHUN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFOp'1ER
M-C7_T.7
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
P2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE ")
HOUSE PLAN: MODEL '"CALI"
LOAD INFORMATION
VA
— eO PT GdxRAL I]1THTLNG X S VA PaR Bp FT
5464
2 20 APPLIANCa CIRCUR' AT 11100 VA XA
3000
1 LAUNDRY CIRCVIT
1600
RANGE AT NA r— —Ro OR COOLLTOP/OVEN
12000
1 —TRR NGTd
4600
1 DLSNNASIRR
3800
1 CIATN® DRWR
6000
1 DISPOSAL
600
1 mo VAVX
1600
1 R®R10dATOR
1200
3UxTOTAL OP OQfOGL wO
8 4
PxtBT 10 IQA or Gd LOAD AT 300X
30000
RCMADiDaR OT OdaRAI. LOAD AT 40X 26684 VA 1.4
10-4
TOTAL XCT oDIQU1 LOAD
20=4
36 TON NRAT PUMP (TT/ 6" LQROdCY IQAT STRIP)
21 A z 240 V-
3.6 TON CO URo STBTd 40 AI@ z 240 V
• -00
Naf Gd IOAD
20664
NET TOTAL RVAC
6600
TOTAL LOAD
22V64
CALCULATED LOAD FOR SERVICE
22w64VA/240 w AUP
150 AMP SERVICE
•10RBT CABa SCdAlaO - IDGN{NVAC ]OwD
US® I+Ox CAICUTATN)mNB.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14263 VA
3000 VA D 100%, REMAINDER 6 35 %
NET LOAD: 6,94E VA
RANGE: 12000 D 10% 8,400 VA
DRYER: 5)Z00 D 10% 35M VA
TOTAL 1604E VA
NEUTRAL AMPACITY: 18,489 / 240 - 18 A
2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3-2/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3
0410 AL, TWWN . 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT o OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
ISOA 2P
MC5
TELEPHONE SERVICE I I CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 •4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C N I T! C T S
Grou10�
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX 407-774-4078
www.abdosigngroup.com
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ELECTRICAL
PLAN
150 MPH EXP. B
ARCHTECTI
STATE OF FLORA
• V l
i
DATM 10/19/17
SCALM 1/4"=1'-0"
Ilmlawr
5
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
a ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO !" G. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS,
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
001
EXTERIOR WALL
PLENUM 1
TTGERANT
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLYAUMECHANICAL
LINES
AIR HANDLERRIOR
WALL
VC CONDENSATE DRAIN LINE
EVAP.TRAYLEEVE
TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORMCONDENSING
UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (20I4)
BLDG. CODE
SECTION 3012A
HVAC
DRAINS
SCORIATED NICKEL
FIN. FLOOR
BRONZE FL. PL.
OR WALL
BRASS PLUG
FITTING OR EXTENSION TO
501L OR WASTE AS
REQUIRED
- WADE 5240-K JOSAM 56000
INSIDE I I SERIES NICKEL BRASS TOP
CAULK 1 I P.V,C OPTI/SPEC
Y
- ------ -_v [Ny.SEE
SIT`I' E PLAN
FLOOR SLAB CLEAN —OUT (T
NTF
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR i WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
--
BROKEN LINE- RETURN TRUNK
1
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
8
THERMOSTAT
m
PASS-THRU AIR GRILL
SECURE STRAP TO GONG. CONDENSER
W/ (2)-3/I6'X2' TAPCON5 UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB °SECURE STRAP TO UNIT W/ (2)
-5XI 1/4' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
COUNTERSUW
CA. PLUG
I .6.
SEE SPEC.
FIN. GRADE �I�
OR PAVING f
-��FITTING OR
I I EXTENSION TO SOIL
OR WASTE AS
REQUIRED
I I
I� � II INv.9EE
NEXT. GROUND CLEAN —OUT (TYPN
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C N I T R C T 8
6
Desion
Group"hr.
41 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
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!cue• la•.r-tl
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TYP. RETROFIT FOR
TYP. REBAR LAP
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rti,1BEARING CHANGE
A OMITTED D�OWEIS
B REBAR LAP AT FOOTING
c AT LINTEL CORNERS
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D
ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
70 BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C N I T E C T 31
Design
Gr u Irr..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32780
PH: 407-774.8078
FAX: 407-774-4078
www.abdeslgngroup.com
AA 4: 0003325
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avnarv. ee LOT:
SILVERADO
LOT 45
BLK 6
PROJmCT�i
04128.000-04561
MODEM:
4EBB
"1828-CALI"
GAPLAGM ewXNG*
RIGHT
PAGIM
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
APA> TECT.
STATE OF ROPoDA
C
f
r �1
DATM 10/19/17
SCAB 1/4"=l'—O"
El2mcrr
D1
r SECURE 2.6 MIN. TO 131 W/ (2)h'
F/ ANCHOR EOLT W/ 2' WASHER SET
/ . AIMPAr]u uv nTGCw.Tu
EPDXY 4' EMBED.
1
SECURE 2x4 ON
O
FLAT TO ELK
W/ CUT NAILS.
SIDES,
2X6 GARAGE DOOR BUCK W/ (3)
USXS' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'A WASHER AND NUT
Ec
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I-2X6 PT BLOCK • CENTER O'
DOOR HEADER W/(UK'X8' J-BOLTS
4' EMBEDMENT W/ 2'X2'Wd•' WASHER
AND NUT
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN
SUCH INSTRUCTIONS ARE MORE STRINGENT
UAKAUL vuun
BUCK ATTACHMENT
SCALE: I/2'•I'-C'
2X4X4' SECUI� TO TRI189 W/ 3-12d
b'-a' OC. MAX TYP.
2X4 SECURE TO 2X4 MILK W/2-12d
SECURE TO ELK W/ META-16
,- 2'-0" EXTENSIO ® OPT SERVICE DR.
SCALE:
2X4 SECURED TO
GABLE END
UMA2d-EA. UPRIGHT
2X4 SECURED TO
-2x4 BLOCKING
EA RAFTER
L EA .
RATER
KW1'Z5'EA.TE
-2x4 RAFTER
• 24' OC.
�� FRAMED OVERHANG
8 NOT USED
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS • 1W O.C.
MAX
HEADER SIZE PER SIM-SON LSTA-12 • EA JACK
SPAN CHART. STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' OC. MAX W/
SHEATHING. SHEATHNNG TO BE
DOOR/ WITHIN }' OF WINDOW/ DOOR
WMDgII OPENING AND SECURE PER
OPENING FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
�7 CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE Qd NAIL,, TWO WITHIN b'
— FROM EACH END 4 NO MORE
IL THAN 12' OC. STAGGERED
SP4 OR H5 • TOP AND
BOTTOM PLATES • EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
cJ OPENING WD FRAMED W FLOOR TRUSS
SCALE: I/2'.I'-C'
FASTENER SCHEr->UL.E
ROOF DIAPHRAGM
USE'l/16' ObB. OR I/2' CDX PLY WTH •8 RING SHANK GUN NAILS AT 4' OC. AT
SUPPORTED PANEL EDGES AND -6 RING 944MK CAN NAILS AT b' OL. AT
WTERT'EDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE % GUN NAILS • 4' OC.
EXTERIOR SHEATHING
USE TA6' OUiB. OR 1/2' PLY WITH -S, RING SHANK GUN NAILS AT 6' OC. AT
PANEL SIDES AND % RING SHANK GINNAILS 4' OC. TOP 4 BOTTOM
PANEL AND -8 RMG SHANK GUN NAILS AT b' OC. AT
INTERI'EDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHAM GIN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL REQUIREMENTS
817E HEAD LENGTH CIA C ILE 9TRJ
ad ROUND 2 3/8' X3 1100 TOP CORD BLOCKING AT 4'
OR T O.C. MAX IN FIRST 2 PRAMING
NOTE, NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 ICI QI��R
3. 16 T02�RI�S�R1�
402�I��L���DI��
;L.ZffY�l ' EYA" Y.-TuLr1 y�lyelLL sL yrY.Tu
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
SPACES AT EACH END.
RAFTER TRU88—\ ROOF SHEAEA THING
BUILDING LENGTH
�T1 STICK BUILT WALL DETAIL
i N.Ts.
BPB • EA STUD TOP
BOTTOM
PRE-ENCs TRISSEB W/TRU9S
HEADER CONNECTOR UP TO M~
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 • EA, JACK
2x8 STUDS • 16' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
4(2) STUDS, (2) JACKS • EA
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12, O.C. STAGGERED
WINDOW SILL W/CRIPPLES
I6' O.C.
}' DIA ANCHOR BOLT
AT i6' 01 MAX WTH T'
EMBEDMENT AND 2'
DIA. WASHER
SIMP9GN MSTAM-24 • EA.
JACK BECIMED W/
SPECIFIED ANCHORS
2X6 P.T. BOTTOM PLATE
5 WINDOW OPENING
® 2-STORY WALL
TYP. EXT. SHEATHING ATTACIMENT
FOR WALL SHEATHING (0813 TO BE
STRUCTURAL GRADE)
NOTE- TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (ObB. TO BE STRUCTURAL
G LADE) CONNECTORS FROM STUD TO PLATE APE
NOT REQUIRED EXCEPT • OPENINGS
TRUSS
OSB.
2X4
BTt1PLA
PLATE
2X4 DEL. TOP PLATE
2X4 STUD W' 01
TA6' 01
U2' AB. W/ MIN.
T'EMBEDMENT
LOCATE 6'-S' FROM ENDS
AND 32' O.G. MAX.
TEXTURED FINISH
MTS-12
META-16
mE
32' OC. MAX.
S' CMU WALL
PRE-ENGINEERED
TRUSS
m
KNEE WALL DETAIL
2 TO BLOCK
SCALE: V2'•I'-C'
SEC.UIE 2x TO BLOCK
W/ (2) J' TAPCCN9 OR
DRIVE PIN
(MIN SHMK SIZE J45)
(MIN EMBED. I }') a g
WITHIN 8' OF EACH
END AND 18' OC. MAX m\
SPACING.
01 SHEATHING ORJ
}' COX PLYWOOD
2.4 ELOGCS----/
`Cf'AU WALL
I.14[cw•t a„
1v �ARCH WINDOW FRAME A SECTION
� SCALE: 1/1'•I'-C'
d RING SHAW GUN NAILS
• 6' OL. IN FIELD
r.Rme)
•8 2'-- -CREWS • 6'-8'
O.C. MAX • EDGE- 4 12' 01
MAX IN FIELD. UNTWREADED
'SHANK TO EXTEND BEYOND'
THICIGEB- OF SUB -FLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
II 2X TOP PLATE
TAb' OBB.
2X BLOCKING •
TOP OF
lAW ObB.
2X STUDS 16. OC. MAX
2X BTM.PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR RL49 T
2X4 • TOP 4
BOTTOM CONT.
W/ (5) 12d NAILS
5LK. WALL— J--*—
(D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM ELK TO OBB.
AT
(At =04 TE OF2 O1i8�TO III CONTCONT. STRUCTURAL .NNAIL PATTERN
O REMAINING AREA TO BE SHEATHED FROM DEL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
O5 INSTALL ALL 8HEETS IW'ACE GRAM PARALLEL
TO STUDS
EXT. WALL SHEATHING
9 SCALE: 1/2'.1'-C'
A R C N IT E C T f
6
Grou ,��.
Design
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-8078
FAX 407-7744078
www.abdesigngroup.com
AA A: 0003325
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LOUSD LOT
RADO
45
K 6
FUOZMT#
04128.000— 04561
MODffic
4EBB
"1828-CALI"
GARAGIC E111ING:
RIGHT
PAGI
MISC.
DETAILS
150 MPH EXP. B
1
E
10/19/17
0: 1/4"=V-0
"T7�
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R90521 ON a' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
'.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -SAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
I rI
3EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR J' HIG
iRENGTH CLG. BOARD
;ONG. FILLED LINTEL BLK W/
U 05 REBAR CONTINUOUS
'RECAST LINTEL
iEE ENERGY CODE FORMS
OR INSULATION R-VALUES
11NDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1)'S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
NI 16' O.C.
8' CMU
1/2, GYP. WL. BD.
WOOD BASE
1-STORY
1 BLOCK WALL
SCALE: 3/4' =1' -O'
1/16' O.S.B. R }' CDX
TYVEK BUILDING WRAP
FRTIFIBER BLDG PAF
-GALv'D MTL. LATH
1/8' TEXTURED
FINISH o WOOD
3'a' TO %' MID WALL
WEEP SCREED
Z Q
F J
—8' CMU
—5/8' TEXTURED
FINISH ® MASONRY
WEEP SCREED
DETAIL C WOOD TO
2 Llv�,n l.V1V1V.
�Q�NOT USED
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON
WHERE 'X' BRACI
OVER •30 FELT PAPER
INSTALLEDPER FBR
TRUSSES WHERE 'X' BRACING
li
O.S.B. SHEATHING OR 'CDX
---
IS PRESENT
R9052.1 ON I,' O.S.B.
IS PRESENT
PLYWOOD SECURED PER
SHEATHING OR J' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x6 SUS -SAND
z
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
EACH TRUSS
PER ELEVATIONS
0,
W/ (2) 12d's ® EACH TRUSS
2x4 OR2x6 SUB -BAND m•INS
TO BE ®MID. POINT Or -
VENTED ALUM. SOFFIT
TMP
oH.
TO BE INSTALLED 9 MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' OG. MAX.
POINT OF TRUSS SPAN, R
VENTED ALUM. SOFFIT °N
SEE ENERGY CODE FORMS
STIFFBACK (SEE SEALED
10'-0' O.C. MAX.
FOR INSULATION R-VALUES
TRUSS ENG. FOR SIZE t
SEE ENERGY CODE FORMS
STIFFBACK (SEE SEALED
I' GYPSUM BOARD OR
CONDITION.)
FOR INSULATION R-VALUES
TRUSS ENG. FOR SIZE t
HIGH STRENGTH CLG.
O.S.B. SHEATHING R }'
1, GYPSUM BOARD OR
CONDITION.)
BOARD
CDX PLYWOOD. ATTACHED
r
H
HIGH STRENGTH CLG.
O.S.B. SHEATHING OR %'
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED
2x4 a 24' O.G. Is INTERIOR
ON SHEET D5
PER FASTENERSCHEDULESHEET
KNEE WALL
1/8' THICK, 3 COAT
LONG. FILLED LINTEL BLK W/
D5
PORTLAND CEMENT PLASTER
(1) 45 REBAR CONTINUOUS
1/6' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
OVERLAT14
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) S REBAR CONTINUOUS
METAL ONDFORED TIF15ER
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
I
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIF15ER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
I
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP SCREED
(1) 05 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ CONC. POURED CELL
(SEE DETAIL 2)
W/ CONC. POURED CELL
PLATE W/ 126's 8' O.C. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
0 16' O.C.
PLATE W/ 12d's 8' O.C. MAX
o I6' O.C.
SECURE 2x6 PT. PLATE TO
8. CMU
SECURE 2x6 PT. PLATE TO
BLK W/ j'xV ANCHOR BOLT W/
I/2' GYP. WL. BD.
BLK W/ J'x9' ANCHOR BOLT
S' CMU
2' WASHER SET IN SIMPSON
W/ 2' WASHER SET IN SIMPSON
1/2, GYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
HIGH STRENGTH EPDXY 1' 1
WOOD BASE
EMBED. MIN. e 32' OC MAX.
7
EMBED, MIN. B 32' OC MAX.
THICK, 3 COAT
S
THICK, 3 GOAT <
PORTLAND CEMENT
R TLAND CEMENT
PLASTER APPLIED
w
PLASTER APPLIED ° d
DIRECTLY TO MASONRY
o
? a L� •
DIRECTLY TO MASONRY
z a Lam.
1= IY
NOTE_
1-STORY GABLE
1-STORY GABLE
PER FBCR 5052.1 - FOR ROOF SLOPES 2:12 TO
��
BLOCK WALL
W/ VAULT CLG.
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
1
SCALE: 3/4'=I'-O'
BLOCK WALL
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=I'-0'
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II. ASTM D 4869 TYPE IV, OR ASTM D 6151
e• uwJ
Y'DRTWALL
PX4' OR 1'X2' P.T. NAILER
❑ Ix4 P.T. OR y'X4' MM. SECURE
THRU FRAME 1 EXTEND I-Y'
INTO BLOCK WOW TAPCONS
OR DRIVE PIN
(MIN. SHANK SIZE 145
MIN HEAD SIZE 300
MIN EMBEDMENT I-Y.'
WITHIN 8' OF EACH END 1 IBM
O.C. MAX SPACING
DOOR cASI4G
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V )
DOOR JAMB TO BLOCK +3/4 OR +5/4
A WINDOW TO BLOCK +3/4 OR +5/4
11 r SCALE: P•I'-®•
2X4. 101
SECURE TO BLOCK W/ al.'
TAFCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIL READ SIZE 300
MIN EMBEDMENT I V)
WITHIN &' OF EACH END 1
IS' O.C. MAX SPACING.
2X6: CECII
SECURE TO BLOCK W
TAPCONB OR DRIVE PIN
DIN. SHANK SIZE J45
❑
MIN. HEAD SIZE 300
MIN EMBEDMENT I W)
WITHIN 8' OF EACH END 1
V O.C. MAX SPACING.
8' CMU
2X8, ®
K' DRYWALL
SECURE TO BLOCK W-V.'
TAPCCNO OR DRIVE PIN
I'X4' OR 170' P.T. NAILER
(MIN, SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JMES OR WINDOW
MIN. EMBEDMENT 149
ATTAC44 TO 2X PER
WITHIN Sy CF EACH END 1
MANFAGTUEB DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49
DOOR JAMB TO BLOCK +1-1/2" "B WINDOW TO BLOCK +1-1 2"
SCALE:
2X4, ®
2X4, ®
2X4:
SECURE TO BLOCK W/ 4W
TAF CONS OR DRIVE PIN
SECURE TO BLOCK W/ MI(.'
TAPCONS OR DRIVE PIN
SECURE TO BLOCK UW'
TAPOON9 OR DRIVE PIN
(MIN. SHAWL SIZE J45
(MK 6HAW SIZE J45
(MIL '.HANK 912E J45
IN MHEAD SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y 9
MIN. EMBEDMENT I V)
MIN EMBEDMENT 1)4')
WITHIN 0' OF EACH END 1
WITHIN e' OF EACH END 1
WITHIN 8' OF EACH END 1
IS. O.C. MAX SPACING
IS' O.G. MAX SPACING,
B' OC. MAX SPACING.
2X6, ®
SECURE TO BLOCK W/2-V
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 1 SECURED
2X6, ®
SECURE TO BLOCK Wa_%,
TAPCONS OR DRIVE PM
NOTE: 97R1CTURAL 2X MUST
2X6:
SECURE TO BLOCK WA-V4'
TAPGON8 OR DRIVE PIN
NOTE: 2X 2X MUST
BE ON OUT8IDE 1 SECUIEO
(MIN. SHRANK SIZE JAB
MIN. HEAD SIZE 900
THROUGH NON-STRUCTURAL
9(.' TAPGON MIW 1-Y'
(MIN. SWANK SIZE J45
MIN. HEAD SIZE 900
BE ON OUTSIDE 1 SECURED
7FIR000H NON-STRUCTURAL
(MIN. SHAW SIZE J45
MIN. HEAD SIZE 900
THROUGH NON-STRUCTURAL
4W TAPCON MR 1-4'
MIN. EMBEDMENT I V)
EMBEDMENT INTO BLOCK
MR , EMBEDMENT 149
%' TAPCON MIN. I-Ya'
MIN EMBEDMENT 1 y')
E1'MBEDhENT INTO BLOCK
WITHIN S' CF EACH END 1
6• C,MI
WITHIN S' OF EACH END 4
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END 1
IS' O.C. MAX SPACING.
v ORTUTALL
IS' OL. MAX SPACING.
9, GMU
IBM Or— MAX SPACING.
S' cm
K' DRYWALL
2X8: ®
I'X4' OR 1•x2' P.T. NAILER
2X8: ®
)$• DRYWALL
1)(8: ®
SECURE TO BLOCK W/2-3(.'
TAPCON9 OR DRIVE PIN
36' 088. x 4' MIN.
SECURE TO BLOCK. W/2-%
TAPCONS OR DRIVE PIN
1'X4' OR 1'M' P.T. NAILER
SECURE TO BLOCK WA-I/4'
TAPCONS OR DRIVE PIN
i'X4' OR I'X2' P.T. NAILER
N.- OAA, X 4' MN.
(MIN. SHAW SIZE 345
DOOR CASING
MIN. SHANK SIZE J45
DOOR CASING
(MIN. SHANK SIZE J45
MM. HEAD S12E 300
DOOR JMB OR WINDOW
MIN. HEAD SUE 300
DOOR JAMB WINDOW
MRL HEAD SIZE 300
DOOR CASING
MRL EMBEDMENT 1 Y')
ATTACH TO 2X PER
MINL EMBEDMENT I Ys'1
ATTACH TO 2X PER
X
MR EMBEDMENT i Y49
DOOR JAMB OR WINDOW
WITHIN 0. OF EACH END 1
IS.O.G. MAX SPACING.
HANJIFACTUI'.E8 DETAILS.
WITHIN B OF EACH END 4
IB' O.C. MAX SPACING.
MAN UFACTUIES DETAILS.
WITHIN 8 OF EACH END 1
IBM OZ. MAX SPACING.
ATTACH TO 2X PER
MARFACTUCES DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
SCALE: 1'•1'-0'
2X4: tM
SECURE TO BLOCK W/ 9W
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE 145
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y.•)
WITHIN VOF EACH END 1
IBM 04. MAX SPACING.
2X6: CEO
SECURE TO BLOCK
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
ISE ON OUTSIDE 1 SECURED
(MIN. SHANK SIZE J49
THROUGH NOW -STRUCTURAL
MIN. HEAD SIZE 300
4W TAPCCN MR 1-Y.'
MR EMBED -ENT I Y.')
EMBEDMENT INTO BLOCK
WITHIN 8, OF EACH END 1
a• cm
B' OC. MAX SPACING.
Y.' DRYWALL
I' ®
M
I'X4' OR 170' P.T. NAILER
SECURE BLOCK W/2-j('
TAPCONS OR DRIVE PIN
1' P.T, X 4• MIN.
(MIN. SHANK SIZE J48
DOOR CASING
MIN HEAD 912E -ACV
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y.')
ATTACH TO 2X PER
WITHIN 8n OF EACH END 1
MANFAC1.11 DETAILS.
NOTE: $HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +2 1/4"
�Tl WINDOW TO BLOCK +2 1/4'
$GALE, V-P-0'
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: V-F-0'
2X4: CM
SECURE TO BLOCK W/ 94'
TAPCONS OR DRIVE PIN
DIN. SHAW SIZE J45
MRL HEAD SIZE 300
MIN. IN EA I).')
a, OF
WITHIN e' OF EACH END 1
IBM OL. MAX SPACING
NOTE, STRUCTURAL 2X MUST
BE ON OUTSIDE 1 SECUREDTH
THROUGH NON-STRUCTURAL
2X6: ®
j(.• TMCGN MNL 1-Y'
SECURE BLOCK Wl1-9(.'
EMBEDMENT PRO BLOCK
TAPCONSM OR DRIVE P
IN.SH BHVYTO
DIN. K 012E J45
❑
a' CMU
MIN, HEAD SIZE 300
Ye' DRYWALL
MM. EMBEDMENT I V)
WITHIN B' OF EACH END 4
I.".. OR DO' P.T. NAILER
W O.C. MAX &PACING
2ND 2X SECURE TO
2Xa, ®
STRUCTURAL MEMBER WK2A2d
SEGUE TO BLOCK W/2-:N.'
WITHIN 8. OF EACH END t 6•
TAPCONS OR DRIVE PIN
TO S' Or— MAX
DIN. SWANK SIZE J45
DOOR CASING
MIN. HEAD 012E 300
JAM DOOR OR WINDOW
MIN. EMBEDMENT I A,
ATTACH TO 2x PER
WITHIN V OF EACH END 1
1 . OL. MAX &PACRNf
MANUFACTURESDETAILS.
NOTE: SHIM A8 HEEDED TO PLUMB JAB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3"
v_ WINDOW TO BLOCK +3"
1 SCALE: I'•I'-0'
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: i'•I'-0'
2X4:
SECURE TO BLOCK WAY,,'
TAPCONS OR DRIVE MN
(MIN. SHANK 813E J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 0Y*)
WITHIN 8' CF EACH END 1
IBM D.C. MAX SPACING.
2X6: CEO
SECURE TO BLOCK WA-1/4'
TAPCONO OR DRIVE PN
NOTE: STRUCTURAL 2X MUST
(MN SHANK 912E .145
BE ON OUTSIDE 1 eECURED
MIN LEAD SIZE 300
THROUGH NON-STRUCTURAL
MR EMBEDMENT I V)
V TAPCON MIN. 14V
WITHIN S' OF EACH END N
EMBEDMENT INTO BLOCK
B' OC. MAX ePACINS.
e• cm
2X8: ®
IF DRYWALL
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
I'X4' OR VX2' P.T. NAILER
(MIN. SWANK 812E J45
I' P.T. X 4' MIN.
MIN. HEAD SUE 300
DOOR CASING
MIN. EMBEDMENT I),,-)
WITHIN e' OF EACH END 4
DOJAMB OR WINDOW
OR
IBM O.C. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W)
DOOR JAMB TO BLOCK +3 3/4"
H WINDOW TO BLOCK +3 3 4"
SCALE: I'•I'-0'
A R C N I T E C T E
Gpesi n
L44i N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-77441078
www.abtlesigngroup.com
AA #F 0003325
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04128.000-04561
1iODZIe
4EBB
"1828- CALI"
OAVA 30 819"NO:
RIGHT
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCFffTECT:
E
10/19/17
1/4"=l'—O"T
l
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OVER *30 FELT PAPER
2x4 BLOCKING BETWEEN
INSTALLED PER FBCR
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
R9052.1 ON a' OSB.
R9052.1 ON I}' OSB.
IS PRESENT
SHEATHING OR }' CDX
SHEATHING OR }' CDX
PLYWOOD SECURED PER
PLYWOOD SECURED PER
FASTENER SCHEDULE
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PRE-ENG TRUSS
SEE ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
CONY. 2x4 RAT RUN SECURED
P.T. IX2 W/ MTL. DRIP EDGE
FOR INSULATION R-VALUES
2x4 OR 2x6 SUB -BAND PER
W/ (2) 12d's aT EACH TRUSS
2x4 OR 2x6 SUS -BAND
GYPSUM BOARD OR }'
ELEVATIONS
PER ELEVATIONS
H
HIGH STRENGTH CLG.
VENTED ALUM. SOFFIT
VENTED ALUM. SOFFIT
BOARD
DOUBLE TOP PLATE
TWIST STRAP VERIFY W/
STIFFBACK (SEE SEALED
WINDOW HEADER SIZE
TRUSS PLAN
TRUSS ENG, FOR SIZE 4
SEE ENERGY CODE FORMS
VARIES PER WINDOW
CONDITION)
FOR INSULATION R-VALUES
OPENING SEE HEADER
WINDOW ATTACHMENT AS
SPAN CHART FOR
PER MANUFACTURES
SECURE 2x4 PLATE TO WALL W/
GYPSUM BOARD OR }'
DETAILS
SPECIFICATIONS
i'x6' THRU-BOLTS 6 32' O.C.
HIGH STRENGTH CLG.
O.SB. SHEATHING OR }'
WINDOW SILL
MAX THEN SECURE GABLE TO
BOARD
CDX PLYWOOD.
2x4 PLATE W/ 12d's 6' O.C. MAX
ATTACHED PER FASTENER
2x STUDS a 16' O.C. MAX W/
OR
DOUBLE TOP PLATE
SCHEDULE ON SHEET D5.
INSUL., SEE ENERGY CODE
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
'1/8' THICK, 3 COAT
FORMS FOR INSULATION
PLATE W/ SIMPSON HTC4 O 24'
PER MANUFACTURES
PORTLAND CEMENT
R-vALUES
O.G. MAX
SPECIFICATIONS
PLASTER OVER
WINDOW HEADER SIZE VARIES
WINDOW SILL
EXPANDED GALV'D
A' T a G GLUED
PER WINDOW OPENING SEE
METAL LATH ON
AND SCREEWEDWED AS PER
HEADER SPAN CHART FOR
2x STUDS 0 I6' O.C. MAX W/
FORTIF15ER JUM50TEX
FASTENER SCHEDULE
DETAILS
fN5UL., SEE ENERGY CODE
GRADE 'D' PAPER OVER
O.S.B. SHEATHING }' G
FORMS FOR INSULATION
TYVEK BUILDING WRAP
PLYWOOD. ATTACHED PEERR
R-VALUES
(REFER TO STUCCO
FASTENER SCHEDULE ON SHEET
J' T a G SUBFLOOR GLUED
SPECS FOR COMPLETE
D5
AND SCREWED AS PER
INFORMATION)
1/8' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
NOT BREAK I'-4' MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALV'D METAL LATH
ON FORTIF15ER
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
GRADE 'D' PAPER OVER TYVEK
O ER TYVEK
2x4 CONT. 0 TOP AND BT.
I• GYPSUM BOARD OR }'
BUILDING WRAP (REFER TO
OF FLR TRUSS (TOP 2x4
HIGH STRENGTH CLG.
STUCCO SPECS FOR COMPLETE
SUPPORTS BT PLATE OF
BOARD
INFORMATION)
PRE-ENG FLOOR TRUSS
2ND FLR, BTM. 2x4 15 FOR
CONC. FILLED LINTEL BLK W/
NOTE: SHEATHING MUST NOT
(INSTALL PER MFG. SPECS.)
WALL SHEATHING NAILER)
FASTEN EACH 2X4 RIBBON
(1)'5 REBAR CONTINUOUS
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
GYPSUM BOARD OR }'
NIGH
W/ (5) 1M. NAILS s EACH
SEE ENERGY CODE FORMS
2x4 CONT. o TOP AND $T. OF
STRENGTH CLG.
TRUSS. BTM. RIBBON TO BE
FOR INSULATION R-VALUES
FLR TRUSS (TOP 2x4 SUPPORTS
BOARD
P.T.
PRECAST LINTEL
BT PLATE OF 2ND FLR, BTM. 2x4
CONC. FILLED LINTEL 8LK W/
WEEP SCREED
WINDOW ATTACHMENT AS
IS FOR WALL SHEATHING
(1) 05 REBAR CONTINUOUS
(SEE DETAIL 2/D3)
PER MANUFACTURES
NAILER) FASTEN EACH 2X4
SPECIFICATIONS
RIBBON W/ (5) 12d NAILS ® (
PRECAST LINTEL
EMBED. STRAP VERIFY
PRECAST SILL
EACH TRUSS. BTM. RIBBON TO
WINDOW ATTACHMENT AS
W/ TRUSS PLAN
%' THICK, 3 COAT
(1) "5 REBAR VERTICALLY
BE P.T.
WEEP SCREED
PER MANUFACTURER
PORTLAND CEMENT
W/ GONG. POURED CELL
(SEE DETAIL 2/D3)
SPECIFICATIONS
PLASTER APPLIED
Ix2 P.T. FURRING STRIPS
EMBED. STRAP VERIFY
PRECAST SILL
DIRECTLY TO MASONRY
m 16' O.C.
W/ TRUSS PLAN
5 (1)'REBAR VERTICALLY
2—STORY
} $' GMU
w/ GONG. POURED CELL
FIRST FLOOR
I/2' GYP. WL. BD.
V THICK, 3 COAT
Ix2 P.T. FURRING STRIPS
WOOD BASE
PORTLAND CEMENT
s I6' O.C.
BLOCK SECOND
PLASTER APPLIED
i
DIRECTLY TO MASONRY
8' CMU
FLOOR FRAME
1/2, GYP. WL. ED.
1 SCALE: 3/4'=r-m'
9
2—STORY GABLE
WOOD BASE
L
FIRST FLOOR
BLOCK SECOND~~
1A FLOOR FRAME
SCALE: 3/4'=1'-0' a
2x STUDS o 16' O.C. MAX W/
O.S.B. SHEATHING OR }' CDX
LYWOOD.
2x STUDS a 16. O.C. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
f ATTACHED PER
INSUL., SEE ENE1YsY CODE
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
D5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
T a G SUBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
T < G SUESFLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
AND SCREWED AS PER
EXPANDED GALV'D METAL LATH AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D22ro TYPE
FASTENER SCHEDULE
ON FORTIF15ER JUMBOTEX
FASTENER SCHEDULE
11, ASTM D 4869 TYPE IV, OR ASTM D 6151
GRADE 'D' PAPER OVER TYVEK
3/4' T a G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
AND SCREWED AS PER
INFORMATION)
FASTENER SCHEDULE ON
2x4 CONT. a TOP AND BT. OF
SHEET D2
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
PRE-ENG FLOOR TRUSS
15 FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/
FASTEN EACH 2X4 RIBBON W/ (5)
(5) 12d NAILS g EACH TRUSS.
SIMPSON HETA-16 EMBED.
12d NAILS ® EACH TRUSS. BTM.
J' GYPSUM BOARD OR }'
BTM. RIBBON TO BE P.T.
STRAP to 32' O.C. MAX VERIFY
RIBBON TO BE P.T.
HIGH STRENGTH CLG.
W/ TRUSS PLAN
WEEP SCREED
BOARD
PRE .3 FLOOR TRUSS
(SEE DETAIL 2/D3)
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR }'
EMBED. STRAP VERIFY
GONG. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
W/ TRUSS PLAN
(l) 05 REBAR CONTINUOUS
CON(. FILLED LINTEL BLK W/
W THICK, 3 COAT PORTLAND
(1)05 REBAR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
FLOOR CONNECTION AT PARALLEL/
IT ASTENING DETAIL
�21PERPENDICULAR
PRE— ENG FLOOR TRUSS
t SCALE: 3/4'=I'-0'
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON a' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
10000 UPLIFT —
CONNECTOR
2x6 SYP 02 —
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
'5 REBAR 6 I(o
O.G. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN,
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES z w
LW z�
ro�
WALL .
SECTION —
WOOD
FRAME TO
ZB LOCK WALL m
(WALL SWATHING NOT
SHOIW FOR CLARITI')
FASTEN STUDS TO BLOCK WALL
WITH USP MSTA48 STRAP WITH
FASTENERS AS SWXK INSTALL
STRAP • EA. END (UND) (
SPACE STRAPS AS FOLLOWS,
410 MPH 'C', 32' OC.
-160 MF 4 'C1 32' OC.
-E,0 MPH 15', 40' OC.
-140 MPH 'C4e' O.C.
TOP OF STUD WALL _
SOLE PLATE
v
TOP OF
nAeoNRr uwL� -
CI'AU BLOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM $CARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 0 EA.
2X8 STUD
}' DRY WALL
}' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
6 EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
I
PRECAST SILL
Ix2 P.T. FURRING STRIPS
® fro. O.C.
8' CMU
I/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
�MIN.04 RE$AR 46' LONG
.24OINO.C,
SLAB
4' CONC., REINF. W/ 6'xb'
WI.4XWI.40 WWM ON 6-MIL POLY
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
6
6
BORA-CARE
(3) 05 REBAR ON CHAIRS
— 2_ 0
PLACE STRAPS SPACED
AND FASTENED As
SHOIW WITH ONE
ADDITIONAL STRAP AT
EACH WINDOW KING STUD
(10) 10d COITION NAILS
) STUD (0)40 DIA X 1 1/2'
:]=FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
WOOD BACKING
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CHU BLOCK WALL
COMECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (T) 3/IB' DIA X I-I/4'
LONG TAPCON MASONRY'
SCREWS
EXTERIOR STUD WALL CONNECTION
3 TO FIRST FLOOR MASONRY WALL
A R C R I T E B T E
6
Grou i In
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdesigngroup.com
AA B: 0003325
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PROMCT#
04128.000— 04561
IhWDZT"
4EBB
"1828—CALI"
OARAGM Ei71IN0:
RIGHT
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
T A 0
R0/19/17
/4"=l'-0"
4
PRECAST HEADEWMIN)
2 X 4 (MN 2 X 3) 1-3A6 TAFf
OR DRIVE PIN MIN 8H4NK SIZEU45
MN HEAD SIZE 300
MN EMBEDMENT 1 1/4')
8' FROM EACH END AND b• yam'
OO. MAX MN 1-1/4' EMBEDMENT:_
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON -T
OR DRIVE PIN (MN SHANK SIZE.Wb �.
MIN HEAD 91ZE 300
MN EMBEDMENT 1 1/4')
8' FROM EACH END AND W
C.C. MAX MN 1-1/4' EMBEDMENT
2 X 8 MN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MN SHANK 84MJ45
M MHEAD SIZE 300
2X4 SOLID BLOCKING
MIN EMBEDMENT I V4')
SECURE TO 6HCATH6G W/
VIC.M.
e' FROM EACH END AND 18,
MIN. 2-12d PER BLK EA END
OL. MAX MN 1-1/4' EMBEDMENT
—AL BIEATNING
UA4LL
DMIL. TOP PLATE
2X4 IS- O.C. MAX.
SECURE 2X4 TO
WOOD W2-12d • 6'-8'
OO. STAGGERED
SECURE 2X4 W? 2-T(.'
TAPCONS OR DRIVE
PIN MN. aw" SIZE
U45 MIN. HEAD SIZE
300 MN.
EMBEDMENT OW WAN
8' EA END NOT TO
EXCEED 18' OO.
MAX
2X4 SOLID
BLOOKNG SECURE
TO 8-EATHIN3 WITH
MN. 242d PER MILK
EA END
ARCHWAY DETAIL
;EXTERIOR ARCHWAY
SCALE: 12'•1'-0'
0 T,W OAS. OR IV PLYWOOD BVEATHING
O W BLI>-FELT
3O 24WIDE 26 GA GALVANIZED METAL
FLASHING
MOT ADD DISTO, 36' WIDE AND
AND MUST BE A MN 24' WIDE METAL.
O5 FIBERGLASS BHRY.LEB
TRU88
12' CLG. BOARD N TENT.
SIMPSON 6P4 2X4 DBL. TOP PLATE
• 32' OG. 12' DRYWALL
2X4 WOOD STUDS .16. OO„
UNO. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32' OC MAX
ONC. SLAB
5's COW.
1-STORY
7 INT. BEARING WALL
SCALE• 12'•I'-0'
NOTE. FOR WALLS W/Tl0 UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 I6' 00. MAX
SECURE 2X4 W/ 2-%'
TAPCONS OR DRIVE PIN
MIN SHAW SIZE J45 MIN
HEAD SIZE MO MN.
EMBEDMENT I Y' WIN 8'
EA END NOT TO EXCEED
W Or— MAX
2X4 SOLIC
BLOCKING SECLM
TO SHEATHING UM
MIN 2-12d PER BLK
EA END
EXTERIOR ARCHWAY
WITH WINDOW
SCALE: 1/2'.1'-0'
PRECAST HEADMMN)
2 X 4 (MN 2 X WI-3/16 TAPCON
OR DRIVE PIN (MN SHANK SIZE145
MN HEAD SIZE 300
MIN EMBEDMENT 1 114.)
S' FROM EACH END AND IS'
OO. MAX MIN 1-1/4' EMBEDMIENT
2 X 6 MN 2 X 3) 2-3/16 TAPCON4
OR DRIVE PIN MN SHANK SIZEJ45
MN 3 HEAD SIZE 00
N MEMBEDMENT 1 V4'1
e' FROM EACH END AND B'
Or. MAX MIN 1-114' EMBEDMENT
2 X 8 MIN 2 X 3) 2-3/fe TAPCON
OR DRIVE PIN (MIN SHANK SaE.145
MN HEAD SIZE 300
1/16' OM SHEATHING
MN EMBEDMENT 1 1/4')
2X4 IS' O.C. MAX
a' FROM EACH END AID B'
(WEN OVER IS' N HEIGNTJ
OO. MAX MIN I-V4' EMBEDMENT
2X4 SOLID 5LOOC 4G —
SEC3RE TO 84EATHNG W/
MN. 2-12d PER BLK EA END
ARCHWAY DETAIL
q)_ SCAND UP
ALE, 12'•1'-0'
5 CLOSED VALLEY FLASHING DETAIL
NT.9.
DOUBLE TOP PLATE
2x4 CCNTNOUS STRESS
BLOCKING MID WALL
2.4 STIRS • 16' OL. MAX,
LION.
I- T N G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER 80-EDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
WMPSON META-36 • 32'
O.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRE58
BLOCKING MID WALL
2.4 STUDS • 16' O.C. MAX,
UON.
12' GYP. WL. W.
SECURE BT. PLATE TO BLAB
W/ I'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY T'
EMBED. MIN.
SIMPSON SP4 • 212' OO. MAX
8 INT. 2-STORY LB.W.
SCALE: 12'•I'-0'
J' O,SB. SHEATHING OR }'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2x4 BLOCKING UNDER
2x DOUBLE TOP PLATE
STUDS • 16' O.C.
MTS-12 • EVER STUD
2X4 BT. PLATE
DORMER
9 ATTACHMENT
SCALE, 12'•I'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
UVl-17d8 6•-8. OL. MAX
T/8' TEXTURED FNIBH
1/16- OSB SHEATHING
2 X 4 16. Or — MAX.
(WEN OVER I6' N HIEGHTJ
2 X 4 (WEN OVER 16' IN HEGHTJ
114' TEMPERED MASONITE
GLUE N NAIL W/ed'S e'-12' OO.
IF NEEDED,
2 X SOLID MILKY, • AFRCH
SECURE W12-12d EACH END
ATTACHMENT PER
MANIPACIUMER'S SPECS.
MTL WOW FRAME
MOTE, NO GAP • UDIW FRAME
TO EXCEED V4'
ARCHWAY DETAIL
A CUTAWAY
SGA T VY•I'_0'
2 X 4 (MN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN MN SHANC SIZE349
MN HEAD SIZE 300
MN EMBEDMENT 1 I/4'J
8' PROM EACH END AND 18'
EXISTING SIX ABV.
OC. MAX. MN 1.1/4' EMBEDMENT
1/4'TEXTURED FINISH
2 X 6 MIN 2 X 3) 2-3A6 TAPCON
1/6' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
1/16. 0815 SHEATHING
MN EMBEDMENT 1 1/41)
8' FROM EACH END AND 18'
2 2 X 4
Oa MAX. 4 x
MAXW'
OL. MIN 1-1/4' EMBEDMEMrt
OVER W' IN HEICr4TJ
2 X A (WHEN OVER IS'
2 X 8 MIN 2 X 3) 2-3A6 TAPCON
16, N HEIGHT.)
OR DRIVE PIN MIN SHANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT I V4'/
2 X SOLID BLK'CE •ARCH
'-SECURE W /7-12d EACH END
8' FROM EACH END AND IB'
ATTAC4 1ENT E
O.C. MAX MN 1-1/4' EMBEDMENT
9PEC'9.
MANUFACTUREMTL
WDU FRAME
114' TEMPERED MASONITE
'NOTE: NO GAP • WDW FRAME
GLUE 4 NAIL Wl$d'S 8'-IY O.C.
TO EXCEED IH'
IF NEEDED,
ARCHWAY DETAIL
rp_-� CUTAWAY
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOUN FOR
CLARITY (SEE
SHOP DIUGS.)
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO DEL. TOP PLATE
W/ LISP SF'T24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
OF EXTERIOR WALL
6 SCALE: NTS
ASPHALT SHINGLES OVER
"FELT ON 1A6' OJ3B.
PRE-ENG, GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE N CON ECTIOW
2x4 SPF BLOCKING BETWEEN TRUSSES
WERE 'X' BRACING fS PRESENT
`CCNT. 2z4 SPF RAT RN '
SECURED W/ (7) 2d'H • EACH
(2)2.
!2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3)
0d'. • EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
r GYPSUM BOARD OR I'
HKdN STREW CLG.
NOTE: BOARD
0146ONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN 5'-0. OR GRATER PETER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-V (1) X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE • CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
ink GABLE X-BRACING
l v SCALE: V2'.I'-O'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN (4)10d GUN NAILS -
Iz6 COLLAR TIE. AT EVERY OTHER
RAFTER W/
MIN (3) 12d NAILS OR
MIN. (4) 10d GUN HAULS —
f Tl-7 a�
b18 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRIM MTS-U2
CREATE VOID FOR STRAP
ROOF DECKING
PRE-ENG TR
PFE-ENG
10 CONV. FRAMED ROOF
SCALE: 1/2'•I'-C'
0'-0' TO 39)'-0' (1) DC BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(I 'X' BRACE • CENTER)
12 'X' BRACE DIVIDED ECUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
W FELT ON 1116' OSD.
(2) 2X4 -2 SYP DIAGONAIL BRACE
W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSeEB —
2X4 BLOCKING WHERE 'X' BRACING
IS PRESENT
(2) I0d NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE N CONNECTION)
cor'rMOIM
1A6' OSS SHEATHING TRUSS 24' oa.
USE 8d NAILS AT
4' oa. EDGE 4 6' oa FIELD
WW// //S8 LqG 12' CLG. BOARD
2X4oftSIMP80N MSTATO
.24 i 32 OL MAX TRUSS W( (2) 12d "L COW RAT 0 EA. TRUSS
2X4 STP RAT ADJACENT
TO DIAGONAL BR4CE,
SHEATHING, O.INAILING.
� TO BE
DBL TOP PLATE
4' O.C.-ALL EDGES W/8d NAILS 2X4 STUD IS' D.C. MAX.
An2-STORYGABLE END CROSS BRACING
eCALE, 12'0'-0-
• 1115 UPLIFT
SIMPSCM HT8M20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 114'
TAPCONS TO CONT
POURED LINTEL
•23" UPLIFT
(2) SIMPSOM HITSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WIO 10d TO TRUSS
AND (4) 114' x 2 1/4'
TAPCONS TO CONT
PPE-ENG TRUSS
CONTINUOUS
BOND BEAM
12 U C T
NT9.
12 Z
FINISH A LANDING L
3/4' PLYWOOD FF.
z
-- CL
DBL 2X6
36' MIN. FINISH
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4'
FINISH NW LANDINCs\ PLYWOOD INTO
3/4' PLYWOOp FF. EACH STRINCsER
LESS THAN 4' TYP.
3-2XI2 SYP STRINGER DBL 2XI2 2X12 TREAD ETWEEN SPINDLES
REINFORCED W/2X4 SPFO OOR JOIST CUT TO FIT
W/CONT. BEAD OF IXS RISER
SUB -FLOOR ADHESIVE 10,
PL-400 OR SIMILAR s z HAND RAIL
EA HORIZONTAL RUN F
SECURE TREADS TO STRINGER I� m
W/(3)PS 3' SCREWS 0 EA 4
STRINGER, UNTHREADED SHANK � 1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING IXIO TRIM
NOTE: I' NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBCR 5TI4 EDITION (2014) l3) 10d GUT NAILS
MIN. TREAD IO', MAX. RISER -1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO TO
ADJACENT TO EACH OTHER SLAB j
316' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPABILITY 3 STAIR SECTION DETAILS
WINDERS- MIN. ro' WIDE ® NARROW END
MIN. 11' WIDTH 6 12' FROM NARROW END SCALE: 3/4'=I'-O'
34' MIN. HANDRAIL HGT.
A R C N I T E C T 2
6
Design
Grou iR..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.8078
FA)(: 407-774-4078
www.abdesigngroup.com
AA #: 0003328
E
y
W
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W
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N
A
F
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aumm ae m7
SILVERADO
LOT 45
BLK 6
PROJWT*
04128,000-04561
m0pau
4EBB
1828- CALI"
GAVLAGB BMWO:
RIGHT
PAGE
MISC.
DETAILS
150 MPH EXP. B
F- ARCHRECT: I
2
TM 3 10/19/17
BCAXJM 1/4"=1'-0"
misses '
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-R4
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-R3
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-113
SIMPSON STRONG -TIE CD
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
R 17236-R2
USP STRUCTURAL CONNECTORS
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-R1
LISP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
LISP STRUCTURAL CONNECTORS
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
R 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
R 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-R4
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
12/31/2017
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 107S8-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-R4
IAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/201B
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-R2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006•R9
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 1SB-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FBCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 )Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W .FLORIDABUILDING.ORG
CONTROL DATE: 09/26/201
A R C R I T E C T E
6
Group Gu
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.7746078
FAX 407.7744078
www.abdesigngfoup.com
AA & 0003325 A
F
h
1;
0
0
LOUDD Ac LOT: RADO
45
K 6
T/t
04128.000-04561
MODEM&
4EBB
"1828- CALI"
GARAGM 8'WWQ:
RIGHT
PAGE
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
DATM 10/19/17
BOA= 1/4"=1'-0"
Bicom
D6
i
REFORMED CONTROL JOINT
_AWE OF CONTROL JOINTS TO
c WIRED TIED TO LATH s S'
C. MAX (VERP.).. NOTE: DO
JT FASTEN CONTROL JOINT TO
4LL EVEN IF STUD EXISTS
EYOND EXCEPT STAPLES W/
LEG MAY BE USED TO TEMP.
'CURE CONTROL JOINT
JRING INSTALLATION
1STENER9 TO BE SPACED—
T' OZ. MAX BE
i 1, THICK 3 COAT CEMENT
\ PLASTER
,�, r
WRB LAYER 4, FORTFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED 41' (VERT.) O.C. MAX
AT SUPPORTS
WRS LAYER 9,
STUCCO WRAP
WOOD SHEATHING
H SHALL NOT-
CONTIN000S a'ro e•
DUGH CONTROL \
4TS BUT SHALL
STOPPED AND
AT EACH SIDE. PROVIDE 2X4 BLOCKING
e ASTM CI063 PLACED FLAT MAX. 6' TO 8'
aA / FROM CONTROL JOINT WHEN
C0NTIWL JOINT FALLS CN
fSTENERS FOR LATH TO BE NAILS OR— STRUCTURAL STUD
,PLES IN COMPLIANCE W/ ASTM C1063
TIRE TIES TO BE (NO,
IS) 0,0415' WIFE
fLOCKMG SHOWN MAY BE IN ADDITIOB \
WALL STUDSPREOUIRED PER PLAN
O"M" TYPE CONTROL JOINT
OL FOLD eaueRD • rt. A
®FOLD
OL FOLD RiIIAIRD • rt. A
x. C1REaeE • rt. D
TOLD
OLFCID WI/JD• O LFOLD WIeim •rt.A
rt.A
x. aeAeE • Pr. D
]. L1EAee • rt. D
s. clffAee • Pr. c
a a�aeE • rt. c
4. FOLD rt. G D,� rt.
D Tel rt. C TouOlB
DORM FLANGE
•'R' DOriM
FLANGE wnrzR tlWr
REAL. FOLD, p2
U2L art.
THICK, 3 COAT CEMENT
/ RASTER ~111), IO• ] CMT
BUILDMG PAPER rRRM2 O T)
WRS LAYER 9,
STUCCO WRAP(R¢•ME ONLY)
LM LAYERD - m LDif Al�
N'i YARN
OaM HALING RANGE, 8TQ
EHNGLE! (ERNE QLY)
±'�FRAMD OR CI•U
exleleoR
RAaNHG
1cICX-our RABNNG race
DETALL)
IiQSL "TALL 1GGXOWT
FLA M AT DORM CF ROOF R
eLALL MIDRLK k"
DRYP eDGE, OVMAP 3•,
ExIE1D N' EELOW —
MeatNMc, recNARfICALLr
FAeTD+ 4• oa r1Ax.
NOTE -
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF 4'.4' SELF -ADHERING MEMDRAHE 6 •
6• • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
ENDS) 4 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4•
ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP.
NE
WITH FORTIBER SHEATHING TAPE LASHING TO EXTEND ONTO PIPE
/ \ V OR LESS PIPE
PENETRATION * FLASHINGW.WSELFCOMPATIBLEE W/ HOUSE
WRAP MATERIAL) OVER 4'.4'
SELF -ADHERING MEMBRANE
LASHIMG OVER APPROVED
LAP a METAL LATH \ .{ HOUSE WRAP.
FLASHING TO EXPEND, ONTO PIPE
�( —--X X x
X X X — -
- CUT AND OVERLAP ONE SIDE OF
METAL LATH SELF -ADHERING 1'EMBRAIE -,
FLASHING CUT AND OVERLAP ONE BIDE OF
�j' TEP FSEI LASHI DHERMG MEMBRANE
01RB LAYER 9, a' THICC, 3 COAT CEMENT WRIS s LASHING
STUCCO WRAP I PLASTER —STUCCO �WRAP
a• nM PTYE,
METAL LATHWIRBW� LAYER 7, FOIEPFIBE'R
URB, FORTFIBERBULL LAYER P FORTFIBER\ BUILER BUILDING PAPER MMEE�4�LATH
PAPER
\ / I STUCCO WRAP 6'a6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'-'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS, FLASHIN..s OVER APPROVED
WOOD SHEATHING. STRAPS, STAPLES) AS HOUSE WRAP.
REQUIRED TO SECURE LASHING TO EXTEPID ONTO PIPE
PIPE/ WIRE TO FRAMING
FLASHING OVER APPROVED
HOUSE WRAP.
Ld' nw LAhI FLdSNWG TO EMEND ONTO PIPE
P, 4' Ov£R
ALL LAP
2 APER LAP
SCALE: I IR'.I'-0' ia' CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOME JC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
VERTICA
LATH
PAPERL DETAIL I /—
(4) KICKOUT
DETAIL
"MR TINT MAI. (OGID OR
801-om DO NOT a)T
NO
SIDE LAPS OF METAL
PLASTER BABES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0041S-IN (121-MM)
WIRE AT INTERVALS NOT
MORE THAN T (22S-MM).
AS PER ASTM C1063
I.S.I.
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
WA40USE WR,4P TAPE
PER MANF. SPEC. OR
PEEL 4 STICK
WOOD STUDS- SECTION PER FBC RMSA
EGRim Ie hby a w DMeWin9
SHEATHING Exterlm use of podl" OwAws Plesiw
shell c ply with the appkabon
reWirerrYeMs of ASTM C 1128-12A.
BUILDING
PAPER aLAnP . Installatlon of exWrim IaMrgM ab—irg
shell comply with ASTM C 1063-12A
STUCCO 3M Lm . LATu
LAP .PAPER
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
j' THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
MAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
3A �'li=E f'ENETF; >ATION DETAIL «fR,4t-I
N.T.S.
LEGEND
DRAINAGE PLANE (WRB
LAYER 141, STUCCO WRAP)
ORB LAYER #2 (FORTIFIBER - - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-04-1-09, MIN. 2.5 LBS.
PER 5a. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
Design
GION . .
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774E078
FAX: 407-7744078
www.abdosigngroup.com
AA M: 0003325
W
y
W
0
V
0
G
rn
O
F
Q
m A. w�
SILVERADO
LOT 45
BLK 6
PROjmT#
04128.000-04561
MODEIc
4EBB
"1828-CALI"
GARAGM ewING:
RIGHT
PAGM:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
P 2m D10/19/17
SCAIM 1/4"=1•-0"
DIERMT
WA1
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM 2. SIDES, 3. TOP
X: VENT CAP IS TO BE SET IN BED
.
1 OF SEALANT AT TOP AND
�'-..
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
i
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
.
I - JOINTS AND INTERSECTIONS
'
APPLY SEALANT AT PERIMETER OF
BACKER ROD
i
- NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4' CAULKING a JOINT
ALL AROUND
PER FBC R703.6.1
Fxtedor lathing end plastering
BACKER ROD
Exterior use of portland cement plaster
shall comply with the application
i
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
WRB LAYER !I,
11r:1
C- shall comply with ASTM C 1063-12A.
STUCCO WRAP
i�
HOODED VENT
j' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD SHEATHING
WR8 LAYER "I,
STUCCO WRAP
URB LAYER "2, fORTI _ BER
BUILDING PAPER
WOOD
CONSTUCTION \ r r-
-METAL LATH
a' CM
VINYL CASING BEAD
uU`
W RAISED BAND
V TO $' I!M -WALL
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHWG
STONE VENEER
OVER SCRATCH COAT
7C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WRB
LAYER #l, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
SELF-ADHESIVE FLASHING - - - - -
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.ro] / ASTM G-84-1-0e, MIN. 2.5 LBS.
PER 50, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE 7HROUG14
WALL
1
W SELF ADHESIVE -
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
A VENT PENETRATION
SCALE: N.T,S.
ELEC. METEF
VERIFY LO
NFCfi I V rc_�=I YG
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
la'TO Ye' MID -WALL
WEEP SCREED
�6' SELF-ADHESIVE
FLASHING
f.;
WOOD FRAMED
WALL
UA ONTAL HORIZWEEP SCREED
(FRAME TO FRAME
ELEC
. METER FIELD
VERIFY LOCATION
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
-('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
14-
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
W
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER `I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEUIRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO F4
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
OOD SHEATHING
WR6 LAYER "I,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
METAL LATH
-1/8' TEXTURED
FINISH • WOOD
D -FASTEN TO WOOSTFJCTURAL
-1 MEMBER ' O.C. MAX
- V TO K' MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH • MASONRY
•7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
U1R0 LAYER •I,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED MM LAYER
STEP #1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEP #3
S"
STEP #2
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
� WB RLAYER'2, FORTIFIBER
BUILDING PAPER
STEP 1*4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEP #�
OELECTRICAL RECEPTACLE
A R C IIII T E C T f
eli n
GroD
u
1991 R. RVR/+1W RCAHMIY OLYV.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774.4078
w. wwabdesigngroup.wrn
AA M.0003325
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04128.000-04561
31ODEIs
4EBB
"1828—CALI"
GARAGE 1111 CC:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EV. B
ARCHITECT-
FW
10/19/17
1/4"=1'-0"
H�
a1r,8Div � ��
SILVERADO
LOT 45
BLK 6
PRoaEcsy�l
04128.000-04561
31ODEIs
4EBB
"1828—CALI"
GARAGE 1111 CC:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EV. B
ARCHITECT-
FW
10/19/17
1/4"=1'-0"
H�
WOOD SHEATHING EXT. WOOD FR �D�
WRB LAYER -1,
STUCCO WRAP SUS -FLOOR DECKING
WOOD WRB LAYER -2, FORTfFIBER
CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS
% HAT CHANNEL J' THICK 3 COAT CEMENT HEATHER RESISTIVE
W/V TYPE 'x, DRYWALL PLASTER BARRIER -1
6' SAP. a TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER 2
4' POSITIVE DRAIN j' THICK 3 COAT CEMENT
WOOD SHEATHING - - WEEP SCREED PLASTER
METAL LATH
WRB LAYER 1,
STUCCO WRAP - WOOD SHEATHING
i' THfCK, 3 COAT CEMENT
PLASTER 6' 9ELF-ADHEREING
AM66-UPU1C-lB0 CUSTOM CASING BEAD i FLASHING WRAPPED
' � e TOP WEEP SCREED
� TO SHEATHING BELOW
URB LAYER STUCCO WRAP 4' POSITIVE DRAIN -
WEEP REED /
WRB LATER -2, FORTIFIBER
BUILDING PAPER NOD
--'----------------� (SHOWN FOR CLAF
i SEPARATE ACCESS
1 it
W SELF-ADI-EREING
' FLASHING WRAPPED
UIRB LAYER 'I, a CORNER OF CANTILEVER
STUCCO WRAP
11 4' POSITIVE DRAIN
AMICO AMbb-UFH1C-l80 /2 WEEP $!'P�FD
CUSTOM CASING BEAD _ __
NO GAP IN FIELD —
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
��ALCANT.
' • i'-O'
NOTE:
METAL LATH: LATH TO BE PER FBC
R-IO3.6.1 / ASTM C-04-1-09, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
I
3/4 RESILIENT
HAT CHANNEL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
11D DRIP EDGE
INSTALLATION
5/S' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
,' THICK 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER 'I
-WEATHER RESISTIVE
BARRIER -2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WOOD CONSTRUCTTON
RESISTIVE
RESISTIVE
2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11E RIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
THICK, 3 COAT CEMI!
PLASTER
vINYL CORNER BEAD
ION OF
ONLY)
10 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WRB
LAYER *I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER
BUILDING PAPER)
METAL LATH
STUCCO
WOOD SHEATHING
FINISH LAYER (2 LAYER
PEEL 4 STICK)—\ 6' PEEL 4
STICK • DRIP f
EDGE TO
DECK
I Y/'XI % P.T. OR SIMULATED
WOOD (TREX) FILLER,
CONTINUOUS
WATER PROOFING let W\'
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
6' PEEL 4 STICK s
DRIP EDGE TO DECK
I NXI 2'4' P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS
Yi GAP FOR BACKE�
ROD 4SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL
W/TEXTURED 4 PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD -I
VINYL CASING BEAD -�
COLUMN SHEATHING
WEATHER RESISTIVE
BARRIER '1
3' X 3' 26 GA GALV.
! '- IIEAT�I-BR RESISTIVE
METAL DRIP EDGE
BARRIER'
SET IN FULL BED OF
-�• SEALANT , V MIN.
!�J SPACE FROM DRIP
I
%
I; ,: 6' SAP. •,`
PEEL I STICK
FACE TO TREX
!
I Yb'x3' 'L' FLASHING
FULLY EMBEDDED
1
I
IN ROOF CEMENT
1 x' X 3' 26 GA. GALV.
Yi GAP FOR BACKER
METAL DRIP EDGE
ROD 4 SEALANT
Yi GAP FOR BACKER
SET IN FULL BED OF
ROD A SEALANT
SEALANT, K' MIN.
CASING BEAD
SPACE FROM DRIP
IVINYL
. >
VINYL CASING BEAD
FACE TO TREX
HEATHER RESISTIVE
/ BARRIER'I
I/
WEATHRESISTIVE
WATER PROOFING let
1
BARRIER
BARRIER 4
LAYER (2 LAYER PEEL
...��. a.w..
4 STICK) .
.,..,e
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV
METAL DRIP EDGE
SET IN FULL BED OF
�SEALANT,V MIN.
SPACE FROM DRIP
FACE TO TREX
WATER PROOFING let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER '4
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
x—x—x—x
5ELF-ADHE51VE FLASHING — —
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
s l' O.G. MAX.
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(14A CORNER BEAD C FRAME
2 1/2"
CORNER BEAD
(FASTENER 4 SPACING 0 l' O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
14B CORNER BEAD C� BLOCK
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
U
WOOD (TREX) FILLER,
CONTINUOUS
Yi GAP FOR SEALANT
OPT. BACKER ROD. -
MODIFIED w
314 RESILIENT
HAT CHANNEL
516' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
HEATHER RESISTIVE
BARRIER 1
WEATHER RESISTIVE
BARRIER -2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAP
i Ya*.3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
IV X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANTA- MIN.
SPACE FROM DRIP
WATER PROOFING let
LAYER (2 LAYER FEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLI
BALCONY DRIP
11C EDGE INSTALLATION 0 COLUMN
/W /"T " VT AQT-TTt T(`_1
WRB LAYER e2, FORTIFIBER
BUILDING PAPER----,
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
h'SELF-ADHERING
FLASHING
WINDOW FLANGE
WRB'LAYER "I,
STUGC U1RAP
WRB LAYER -2, FORTI
BUILDING PAPER —
METAL LATH
THICK, 3 GOAT CEP
PLASTER
6 "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE -
15B CASING BEAD ® WINDOW
FRAME, NO BAND)
WOOD SHEATHING
tWRB LAYER 01,
STUCCO WRAP
WRB LAYER o2, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
A R C N I T E C T $
Deli n
G9 Inc.
+T LONGWOOD, FL 32750 �• V
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.00m
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04128.000— 04561
NADDffia
4EBB
"1828—CALI"
GARAGM BIM90:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCF rmcT.
2
10/19/17
rslim=
D 1/4"=1'-0"
A3
WOOD SHEATHING
�IWRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
I WRB LAYER 01,
STUCCO WRAP
i
METAL LATH -
THICK, 3 COAT CEMENT
i ' WI LAYER 02, FORTIFfBER
PLASTER Y
; BUILDING PAPER
ro'SELF-ADHERING
METAL LATH
FLASHING
/
J' THICK, 3 COAT CEMENT
VINYL ANGLED J
CASING BEAD
SEXPLODED
vIEW FOR PLASTER
CLARITY)
DRIP CAP —
WINDOW FLANGE
WFIB LAVE
STUCCO WF
VINYL AN
WRB LAVE
BUILD;NCs f
METAL LA1
THICK, 3
PLASTER
&'SELF -A
FLASHING
DRIP CA
WINDOW I
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH —
WRB LAYER "I,
STUCCO WRAP
WRB LAYER a'2, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
Yi GAP TYP J' THICK, 3 COAT CEMENT -
CASING BEAD PLASTER
IX TRIM MEMBER
TO TRIM METAL LATH SEALANT
o STUCCO TO '
SIDING TRANSITION WRB LAYER 12, FORTIF15ER ;
BUILDING PAPER
SIDING WOOD SHEATHING
i
I
,
I WINDOW FRAME —
1100D SHEATHING
--WP= L"•T.M ^I, \ WR5 LAYER 9,
STUCCO WRAP STUCCO WRAP
CASING BEAD
&' SELF-ADHEREING
FLASHING OR PEEL t STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRICTION
�—
BEYOND
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER'(
i
WEATHER RESISTIVE
I \\
BARRIER 7
/
'' ? 91DING
`
W �Y�A�
/ I
r ADFERING
6' SELF -ADHERING
I -I
FLASHING L
'
WEATHER RESISTIVE
/
STARTER STRIP
\
\ \ *
BARRIER 9
WEATHER RESISTIVE
\ \
BARRIER -2
DO NOT GA11LK OR I
I
y 6' SELF -ADHERING
tcn, rr�c
--- - - -
1
FLASHING
\
_ -
GALVD FETAL
GALL' MET
CALV•D METAL
HWG
'Z' FLASHING
LytJOD ' IMJLAT ER
STUCCO CASW,
' OIOODAL
�RM AEtI ER
f
` \ SEAL GAP W/CAIILKING
OR APPROVED SEALANT
SIDING TO STUCCO
CA) BLOCK TO FRAME
� � � TRANSITION
l�
NOTE:
METAL LATH: LATH TO BE PER FBC
R'103.ro.1 / ASTM C-84'1-09, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LATER #I,
WOODCI
BEYOND TIC
STUCCO WR,4P
UJOOD
WEATHER1�^THING
91STIVE-
IBI
' I
WEATHER RESISTIVE -
BARRIER -t
UJRB LAYER *2, F0RTlFIBER
b� AL SIDING
BUILDING PAPERLADERNG-
1
METAL LATH
STARTERSTRIP—
I i
DO NOT CAULK OR-
IAA _PENM.
�" THICK, 3 COAT CEMENT
8
(EXPLODED
VIEW FOR
PLASTER
GALV'DMETAL —
•_'FLASHW.
CLARITY)
ui3oo TRIS'M' "X °ie
CASING BEAD CC RAISED
S17A��LeCALE-BAND (FRAME)
1 1/2' =1'-O'
6' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/3/e' FLEXIBLE PVC BACKER ROD) ;
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER ;
&' SELF ADHESIVE FLASHING
WOOD SHEATHING I
2X FRAMING
MEMBER
DETAIL BELOW EXPLODED
FOR CLARITY
Y,' GAP TYP THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT
TO WINDOW METAL LATH
t
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WINDOW FRAME
I
WOOD SHEATHING
I I
I
I
1
WEATHER RESISTIVE
BARRIER -1 TO LAP
TOP
'Z'
1
, OF FLASHING
Q
WEATHER RESISTIVE
BARRIER 'I
7
\
R RESISTIVE
UATI
/
\
/
GALv'D METAL
I
7' FLASHING
DO NOT CAULK OR
6' SIMULATED
TRIM Mleele
WEATHER RESISTIVE
BARRIER 9
CASING
WEDBLPVC BACKER ROD)
SIDING TO STUCCO \- mATHERRESISTIVE
® FRAME TO FRAME BARRER2
i1� TRANSITION
1�
WRB LAYER "I,
STUCCO WRAP
&' WIDE PEEL t STICK I
WINDOW FLANGE
OVER FLANGE I
E-Z BEAD VINYL CASING
2X FRAMING
(W/%' FLEXIBLE PVC BACKER ROD)
MEMBERj1
-APPLY FULL BED OF SEALANT BETWEEN
BUILDING
FLANGE a BUILDING WRAP
WRAP
--------------------------------------------------------------------------------------------------
1�A E2 BEAD
WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER "2 (FORTIF15ER — — — —
5UILDING PAPER)
METAL LATH x—x—x—x
STUCCO F'
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — —
A R C N I T E C T E
45
Design
Group -I2.
i441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngrouD.00m
AA M: 0003325
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LOT 45
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04128.000-04561
a[oDass
4EBB
1828— CALI"
GARAGZ XI ING:
RIGHT
PAC&
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
AacFErECT:
STATE OF R ORDA
P TM
D10/19/17
8CALM 1/4"=l'-0"
e�Era'r
WA4
CUT 5' ANG E iP k
AT 45' ANC LE
135'
MODIFIED 11, CUT
IN HOI9EWRAP � �c
LINE OF WINDOW
OPENING
APPROVED HOUSEURAP
OVER SHEATHING OVER
UA STUD WALL
STEP I
INSTALL
SELF -AC
FLASHING
NAILING
JAMBS
EXTEND
I' BELOIL
FLEXIBLI
'DO NOT
FIN
TEMPORARILY
FOLD -UP 4 SEC
4OUSEWRAP(0
TUCK FLAP UND
at HEAD
FOLD HOUSEW
IN AT JAMBS 4
SLOPE SILL R.
INSTALL 6'
SELF-ADHE
FLASHING C
VINYL NEAI
FLASHING (
DAMS) NAIL
FLANGE
EXTEND
SELF-ADHE
FLASHING I'
BEYOND J,
FLASHING
INSTALL VIP
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL RO.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TH
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
UNDO
LPPLY 44' NOM.—
:ONTIN000S BEAD
)F SEALANT AT
AME6 AND HEAD o
4-PLY TO BACK OF
)INDOW NAILING
LANGE IN LINE W/
'RE -PUNCHED
IDLES OR SLOTS.
11DE ADHESIVE —
'XIBLE FLASHING
VIER DRIP CAP
ECTO-URAP
ECUIV)
WINDOW FLASHING
INSTALLATION DETAILS
O1� ( FULL WRAP)
SCALE: NTS
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANIFAC
WRITTEN
INSTRUCT
i APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSELLRAP, SEALANTS 4 SELF-ADHERMG
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
CLEAN AND SEAL JAME5 TO SILL JOINTS WITH
DOW IISS FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
J
NOTE:
REPAIR SCHEME SHOWN SHALL ME
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION E5ELOW THE
WINDOW OPENING
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
(SEALANT
A R C H I T E C T!
_ ?oil
PH: 407-7746078
FAX: 407-7744078
www.abdesigngmup.com
AA X: 0003325
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04128.000-04561
MODEnu
4EBB
"1828—CALI"
GARAQZ B'WX G-
RIGHT
P"WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
Abi
2x6 SUB -BAND
W/1'x4' NOTCH a
END, WRAPPED IN
PEEL a STICK
DRIP EDGE 1\\
I\
1/8' TEXTURED I \
FINISH a WOOD I \\
1/2' TEXTURED j \
FINISH a CMU \
METAL FASCIA \\
WRAP Ye' FROM \
STUCCO, I' FROM \
WOOD WALL \
EXTERIOR WALL \
(FRAME OR CMU) \\
..j
I/8' TEXTURED
FINISH s WOOD,
1/2' TEXTURED
FINISH n CMU
+
METAL LATH
METAL FASCIA WRAP
WOOD SHEATHING
]
OR CMU
:f
WRB LAYER'(,
STUCCO WRAP<FRAME ONLY)
WRS LAYER 12, FORTIF15ER
MILDING PAPER
(FRAME ONLY)
2X6 SUB BAND
ROOFING CEMENT
DRIP EDGE
}�
OI L AN
5
METAL KICK OUT
NOTE: NOTCH FOR 2X6 \
SUB BAND ONLY ROOF KICK OUT REMOVED
\\ \\ FOR CLARITY
\
` \ ROOF DECK (BEYOND)
` \DRIP EDGE, 1' OFF WALL
- -7
NOT INTO STUCCO)
\
®ELEVATf®N
®PLAN A
— 11/0' TEXTURED FINISH a
/ WOOD, 1/2' TEXTURED
i
/ FINfSH A CMU
—2x(o SUB -BAND W/I'x4' NOTCH 10
END, WRAPPED IN PEEL t STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-0'
SCABBED TO TRUSS
W1126 NAILS 6'-8'
O.G. MAX.
2x SUS -BAND W/V2'x4'
NOTCH 9 END
TAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL C WALL
SUB BAND DETAIL ® WALL
W/KICK—OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY'x4' NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT A
ROOF EDGE
OMITTED FOR
CLARITY
FRAME 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 SUS -BAND
WAV2'x4' NOTCH a
END, WRAPPED IN
PEEL a STICK
'ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
Ggn
row l gna
144i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.a bd esigngroup.corn
AA#-.00D3326
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8
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SILVERADO
LOT 45
BLK 6
PADJMCT/
04128.000-04561
MODS
4EBB
1828- CALI"
GAleAGM 811=0'
RIGHT
PAQW.
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
DP TM 10/19/17
8CAL1: 1 /4"=1'— 0"
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