HomeMy WebLinkAbout6767 Ezra Loft Pl10
• 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
1 PLAN REVIEW
4EOUB
2432-PUALEN'9
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-ALL LOCAL AND STATE CODES
• OCCUPANCY
— RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
— VB
•MIN. INTERIOR FINISH
— CLASS B
•BASIC WIND SPEED
— Vult=150 MPH
Vasd=116 MPH
•EXPOSURE
— B
•1—STORY RESIDENCE
—
•2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
.FT. CALC
15T FLIT LIVNG
IO S 50. FT.
2ND FLR LIVING
1413 50. FT.
TOTAL LIVING
2432 50. FT.
GARAGE
432 50. FT.
PORCH
51 50. FT.
TOTAL
2951 50. FT.
PATIO
80 50. FT.
ABBREVIATIONS
ABM.
ABOVE
LAY.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
Y.C.
MEDICINE CABINET
ALT.
ALTERNATE
MPR
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MTD.
MOUNTED
CL
CENTER LINE
M%
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.C.
ON CENTER
UK
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH,
PHONE
C.T.
CERAMIC THE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
F
RISEN
DIM.
DIMENSION
BAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
BA
EACH
MIT.
SHEET
ELEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SIIWR
SHOWER
EEH.
EXHAUST
SI1.
SOmAR
EET.
WERIOR
SL
SLIDING
F.G./FE .
FDED GLASS
SL GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FBI6H
SWS
SHEAR WALL
FLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR DR.
FRENCH DOOR
TEMP.
TEMPRRED GLASS
M.
FOOTING
THY
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
C.F.I.
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
Y.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HIM
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSIJL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
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INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG IA —DOWEL PLAN
PG IB—LINTEL SCHEDULE
PG 1B.1—LINTEL LOADS
PG 2 —FIRST FLOOR PLAN
PG 3 —SECOND FLOOR PLAN
PG 4D—FRONT & REAR ELEVATION 'D"
PG 5D—LEF7 & RIGHT ELEVATION "D"
PG 4D.1—WALL ASSEMBLY ELEVATION "D"
PG 5D.1—WALL ASSEMBLY ELEVATION "D"
PG 6—FLOOR FRAMING PLAN ELEVATION 'D"
PG 7—ROOF FRAMING PLAN ELEVATION "D'
PG 7.1—CONNECTOR SCHEDULE
PG 8— FIRST FLOOR ELECTRICAL PLAN
PG 9— SECOND FLOOR ELECTRICAL PLAN
PG 10—FIRST FLOOR MECHANICAL PLAN
PG 11—SECOND FLOOR MECHANICAL PLAN
PG DI —FOUNDATION DETAILS/SECTIONS
PG D2—MISC. DETAILS
PG D3-1—STORY WALL SECTIONS & NOTES
PG D4-2—STORY WALL SECTIONS
PG D5—MISC. DETAILS
PG D6—PRODUCT APPROVAL LISTING
PG WA1—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6—WALL ASSEMBLY DETAILS
A R C R I T I C T E
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L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX: 407-774-0078
www.a 407igagroaP 8
AA #: 0003325
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GARAGN OWING:
LEFT
PAGI &
COVER
PAGE
150 MPH EXP. B
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
-
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301 A 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)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCOL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VOLT--150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS 30.18
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
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 ARCHITECTIENGINEER.
- 1 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.
I11. 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
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 1V/ INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
I 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
y
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES,
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE'/*.
4. 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 ''/.".
E. APA-THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, 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-1 OR It? 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. 518' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED ''%" 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 7116' OSB EXPOSURE-1 OR 117 CDX PLYWOOD SHEATHING.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH b 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. ALL CALCULATIONS
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 4021 ACI 530 / ASCE 5.
CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, 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 F n =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 CZ70.082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH 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 5TH EDITION (2014), SECTION R607.2.1
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" STRONG -TIE 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 BOLTSNAILS 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.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
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'- WIA X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 1 T. LOCATE WWF 2 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
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 11/V
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)
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 WITH 11/2' AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 57H EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7%' 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 ASTWC926-1la 8
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' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
-- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
-- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS -- DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS
-- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
-- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7.
CONTROL DATE: 02108117
6
Des! I�.
144i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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GENERAL
NOTES
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TM I 10/20.
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ETHYLENE VAPOR RETARDER
1 I ON WELL -COMPACTED CLEAN ICI
-' FILL TERMITE TREATMENT SHALL
.- I - -- -----
20 _10 i BRA - BE OCARE
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0� --- - v I DW I
STUB UP
13 ■ I 24'X48'XI2' CONC. TO Ct (L LR ND `^ III --I' PVC Mw I I
PAD W/3-5 BARS
Dl 4'-0° II 2x6 CHASE L_ J
ONE WAY 4 5--5BARS OPPAIRS WAY — nl L TO
ISLAND
■ COVER
MIN, 3' f
I 5 a L = 26 (�)
�— DI 4' PVCni
DI
I 4' CONC. CHASE 26'-10"
SLAB---
e
20'-a"
PER BLDG.
BOLLARD EXTEND
�I �GOND.1 - ----- - -
ml 1 II w j SLAB 1 1/2' m
AS REQ. 0� b rol
DI 0'-0' ELE44 V.
- 3'-0" CODE N "� I FIN, CONC, SLAB
-
w ■ 30'X30'X12' GONG. m IZ1/2j EXTEND
ro p� V I PAD W/3-5 BARS
�u0 $ I E.W. ON CHAIRS
UQ MIN. 3'COVER — I
6.4
�'I w Ct PAD W 3I5 BOAR,EI_— - ■I■ ■
E.W. ON CHAIRS I _3'-4' 13 4 _—_._.___
MIN. 3' COVER 1 3 1/2'
0 4'
0 SA I SLAB
*5 11/2' ■ ■ ■ ■
L 21'-4" I, T-4• I
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113,1 OF THE FBCR StH
EDITION (2014)
TO
MAIN
PLUMBING RISER
DIAGRAM
I
SECURE STRAP TO
UNIT W/ (2) 08x1 1/4
A/C SHT MTL SCREWS
UNIT SIMPSON WB ROLL
q
DI Ca i
STRAP OR EQUAL
SECURE STRAP TO
CONC. CONC. W/ (2)-3/Ib'X2'
--- -
SLAB TAP -CONS
A/C CONNECTION
TO PAD DETAIL
CONC. PAZ
CONC. PAD
BARB
EV. O
NOTE: MAIN COND, DRAIN 3/4' DIA.
CHAIRS MIN.
OVER HEAD • 12, FROM STRUCTURE
3' COVER
l2 TYP.J
A! C N I T E C T!
6
Mal1�c.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdealgngroup.cm.
AAC 0003325
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DATAk 10/20/17
DCALS: 1 /4"=1'- 0"
d�
DOWEL PLAN
ARC N I T E C T E
6
Design
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdealgngroup coin
AA 8: 0003325
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LEFT
PAGE:
DOWEL
PLAN
%150 MPH EXP. B
ARCHITECT
STATE OF FLOFUDA
RO%
m 10/20/17
SCALE: 1/4"=1'— 0"
8*10M
IA
A R C N I T E C T R
O
0
PATIO L- 3
3052-SH 6068 S.GD.
ROOM
8'-S' CLG.
ROOM
8'-8' CLG.
I
I
I
I
II O
II I
II 0
KICL
G I I � 8'-S' 8' CL. I
II I
Ir- I
II I
I
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I I I I I I I STOR. � 0 PAN.
I I I I I I I
I I I I I I I PWDR
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II
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8'-8' CLG. 8'-8' CLG. III
03305X,110�'
8 /
TRANS.
(2) 3 2-
L— 5 L— 4
PORCH
8'-8' CLG.
----
— I6-------
------
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
<^KT-4^4wLINTEL SCHEDULE
LINTEL
Na
LENGTH
TYPE
COMMENTS
L 1
n'-4'
eF28-15AT
L 2
4'-6'
8F16-013AT
L 3
1'-6'
8F24-11S/IT
L 4
1'-6'
eF16-I5/IT
L 5
w
L 6
L l
5'-4'
BF12-OBIT
L 8
V-4'
8F12-I13AT
L 9
5'4'
8F12-IB/IT
Design
Groul®r.!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA N: 0003325
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LEFT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHITECT
STATEOF FL IDA
T
p
JND HACRA
AR 723
Dw10/20/17
SCALE: 1 /4"=1'— 0"
EiIi ew
&AFE LOAD TAPLES
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8' PRECAST 4 PRESTRESSED U-LINTELS
CAM"
QRA
V I TT'
TYPE
LENGTH8F8-IB
8U8
BPS-05
EF12-05
Ib-
20-
24-
28-
32-0
8FI2-I15
8FI6-1B
8F20-I15
8F24-I5
8F28-IB
01032-IB
2'-10'(34') PRECAST
2302
V66
4413
6039
1526
W04
10412
II936
3166
4413
603B
1526
9004
10412
II936
3'-6' (42') PRECAST
2302
313E
3311
4689
6001
1315
8630
5941
3166
4413
6039
1526
W04
10412
11936
4'-O' l48') PRECAST
2029
2325
2496
3461
443E
5410
6394
1358
2646
4413 1
6039
1526
W04
10412
11936
4'-6' (54°) PRECAST
1651
Mal
1913
2651
3403
414E
4856
5644
2110
4021
6039
7526
W04
10412
9668
5'-4' (64") PRECAST
1184
1223
1301
1809
2311
2826
3336
3646
1665
2889
5051
6096
5400
6424
1450
5'-10'C10') PRECAST
912
1000
1055
1414
1889
2304
2121
3131
1459
2464
4144
5458
4431
5280
6122
6'-6' C18') PRECAST
931
I255
2101
3263
2146
3358
3911
45SS
1255
2101
3396
5260
1134
8995
6890
(90')PRECAST
-161
102E
1615
2385
1994
2439
2886
3333
1025
1615
2610
3839
5596
6613
5041
lb'-4' C112') PRECAST
513
e32
1049
1469
1210
1482
1154
2021
168
1212
1818
2544
3469
14030
3121
I0'-6`C126"I PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
20V
2114
3130
2404
II'-4' (136') PRECAST
445
558
935
136511335
654
2355
I193
2015
598
935
1365854
2441
3155
4044
12'-O'1144°) PRECAST
414
545
864
1254689
2014
1510
IBIS
555
864
1254693
2211
2832
3590
13'-4° (160') PRECAST
362
421
126
1028331
1635
1224
1418
485
148
1016435
1855
2343
2920
14'-0'(165') PRECAST
338
381
645
91990
1462
1081
1260
455
100
1003
1114
2153
2666
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
165
1310
2045
2elO
3185
3165
15'-4' C184') PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
1 2310
2890
3410
I1'-4' (208')PRESTRE5SED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
IWO
2200
2600
19'-4' (232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
150
IOW
1400
1120
2030
21'-4' C256') F RES7RESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1180
2110
22'-O'(29,4')PRE5TRE55ED
N.R.
NR
NR
NR
NRtINR
NR
NR
160
300
510
8100
1660
1910
24'-Or2OW) PRESTRESSED
N.R.
NR
NR
NR
NRR
NR
NR
130
240
410
12030
1350
1610
1" iATERIAL5
I. f'c precast Ilntels = 3500 psi.
2. f'c prestressed lintels - 6000 psi.
3. f'c grout - 3000 psi w/ maximum 3/5' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 Pei.
5. Rebar provided In precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510,
8. Mortar per ASTM C210 type M or S.
6' PRECAST 4 PRESTRESSED U-LINTELS
UFL
IFT
LATERAL
TYPE8-I
LENGTH8-2
ITIT
16-IT
20-IT
24-IT
28-IT
W32-IT
8F8
rl-2T
16-2T
20-2
24-2
28-2
8F32-2T8
2'-10'(34') PRECAST
2121
2818
4101
533211,41111
6569
1811
9055
2021
2021
2121
2184
3981
5190
1630
9851
(42') PRECAST
2165
22SS
3260
4231
5215
6204
11923'-6'
1251
1251
2165
2215
3165
4125
ee
6061
1036
4'-0' (48') PRECAST
181E
1989
2832
3680
4532
5381
6245
938
938
181E
IS25
2150
3583
4422
5264
6110
4'-6' (54') PRECAST
1660
1162 1
2501
3251
4010 14161
5525
121
121
1660
1105
2435
3111
3S13 1
4658
5406
5'-4" (64") PRECAST
1393-
1454
2110
2141
3315 14010
464b
505
505
1393
1431
2050
2610
3293
3920
4549
PRECAST
1212-
1351
MW
2505
3064
3665
4241
415
418
1212
1315
1615
2441
3010
3583
4151
PRECAST
141
1200
1133
2250
2169
3290
3812
101
881
1141
1182
1684
21W
2103
3216
3132
1'-6' (90') PRECAST
%S'
S12
1415
M14
2354
2191
3240
591
651
SW
102E
1466
1901
2351
2191
3245
V-4' (112') PRECAST
801.
e12
SW
1269
1560
1852
2144
454
630
801
155
1192
1550
1910
2211
2634
t0'-6"1126') PRECAST
Ile,
Ile,
498
193
1021
1261
I496
1131
396
493
ell]
103E
1389
fill
2034
2358
IV-4' (136') PRECAST
666•
439
696
899
1104
1305
1515
363
556
666
535
905
1295
1595
1896
2198
12'-O'(144') PRECAST
601•
400
631
616
1001
lie&
1312
340
494
631
486
518
120E
1514
I199
2086
13'-4' (160') PRECAST
500•
340
532
686
841
99l
1153
302
398
5l3
409
682
1004
1361
1631
1891
PRECAST
458•
316
493
635
118
922
1065
286
360
548
318
629
922
1254
1561
lair.
14'-8' lll6') PRESTRESSED
243
255
459
551
124
851
990
N.R.
35-1
243
352
582
852
1156
14SI
1142
5'-4' (184') PRESTRESSED
228
218
430
553
ell
WI
925
N.R
321
228
329
542
l91
1012
13V
1616
11'-4' (208')PRESTRESSED
1"
236
361
464
5el
610
114
N.R.
255
180
216
441364S
614
1121
1389
19'-4' (232') PRESTRESSED
165
201
313
401
490
518
661
N.R.
204
165
23S
383
550
136
940
1160
21'-4' (256')PRESTRESSED
145
IB6
218
356
433
512
59O
N.R.
112
142
212
336
4l1
635
80l
993
22'-O'(264')PRE57RES5ED
140
ISO
268
343
418
493
568
N.R.
161
13l
205
322
451
601
-11i
941
24'-O'(2869 PRESTRESSED
121
165
244
312
300
441
515
N.R.
I35
124
186
290
408
538
680
B33
GENERAL NOTES
-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8° PRECAST W/ 2' RECESS DOOR U-LINTELS
4
GfRA V I
T'r'
TYPE
LENGTHTYPE
6-
822"5
aRFIC-0
OW14-
SWW-15
18-
SWIS-IB
81RF22-
OIW22-18
6-
BRF26-16
erd:3m-06
81"J:3m-IB
4'-4' (52') PRECAST
1489K144S
3053
3412
2982
4982
3954
6412
4929
1941
5904
9416
6880
10818
4'-6' (54') PRECAST
i351
2182
2114
3600
4481
5315
6264
3412
4982
6412
1941
S416
108185'-8'
(68") PRECAST
1602
1550
2058
2566
3015
3585
185
2162
4014
e412
651ro
5814
6839
5'-10"(�®") PRECAST
l35
1500
1449
1924
2400
2816
3352
1103
2051
3811
6412
6516
5450
6411
6'-S' (80')PRECAST
822
90l
loll
2933
2516
3223
3812
4522
901
Ibll
2933
4100
6130
8I11
6101
(90")PRECAST
161
1311
2252
1958
2451
2944
3439
665
164
1311
2329
360E
5492
6624
5132
9'-8' C116') PRECAST
all
420
834
1253
1011
1342
1614
1886
535
WO1491
2119
2618
3595
2815
8' PRECAST W/ 2' RECESS DOOR U-LINTELS
UPL FT
LATERAL
TYPE
LENGTI I
9RF6-rc
8WIC-IT
eW4-IT
8W18-IT
SNP22-17
OW26-Ir
OW30-IT
51W-6-2T
8WI0-2T
OW14-2T
BN'fi8-2T
VF22-2T
OW26-2
SW30-2
aft
8RF
4'-4' (52') PRECAST
1244
1513
2413
3260
4112
4961
5825
932
S32
1244
1519
2339
3110
4008
4850
5696
4'-6' (54') PRECAST
1192
1501
2311
3121
3931
4156
5511
853
I192
1455
2240
3036
3831
4643
5453
853
5'-8' (68') PRECAST
924•
1112
1195
2423
3055
3689
4325
501
-1241132
1-14)
2351
2918
3603
4230
WI
5'-10' (10') PRECAST
896•
1138
1142
2352
2965
3581
1 4198
469
896
1099
1690
2288
2891
3491
1 406
469
6'-8' (80')PRECAST
116
862
1513
2042
2513
3101
3642
830
1100
116
956
1468
1981
250B
3035
3563
1'-6' (90') PRECAST
688
691
1325
1610
2280
2153
322-1
110
'341
688
849
1302
Ile2
2225
2690
3151
9'-8' (lib") PRECAST
533•
433
808
1123
1413
1104
1995
614
533
521
IOOS
1369
1125
2088
2450
516
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
TYPE
1)E51C3N,4TI0N
a
F • FILLED WITH GROUT / U - UNFILLED
U
Q
=
G.M.U.
QUANTITY OF 5 REBAR AT
BOTTOM OF LINTEL CAVITY
Z
E
GROUT
�
+
5 REBAR AT BOTTOM
1
•
OF LINTEL CAVITY
NOMINAL WIDTH
NOMINAL HEIGHT
` QUANTITY OF 5
REBAR AT TOP
1-5/8-ACTUAL
BOTTOM REINFORCING
PROVIDED IN LINTEL
8' NOMINAL WIDTH
(VARIES)
5,4FE LOAD TABLE NOTES
1. Provide full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and
longer with a nominal height of 8' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
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 Ileu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20 a if bearing length is less than
Safe loads for all recessed lintels based on 8` nominal bearing.
2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel
6. One r rebar may be substituted for two 15 rebars in 8' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at 6-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 H I T E C T 5
6
Des'!gn
GroupO.n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PN: 407.774.8078
FAX: 407-774-4078
www.abdesigngroup.com
AA A: 0003325 J
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PAGE:
LINTEL LOAD
TABLES
150 MPH EXP. B
PAINT -1
DATjlh 10/20/17
SCALE: 1 /4"= l'— 0"
warm=
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PATIO OVERHANG
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I
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PORCH j m
8'-8- v 0
----------- BLK
COLUMNS TO
8'-8' App.
------21 _4"------- — -- I, _4• (2 TYP.)
FIRST FLOOR PLAN
NOTE:
-2-6 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED. (2014)
EXTERIOR MASONRY
WALL BRG. HEIGHTS
LOAD BRG. WALL
U.N.O. ON PLANS
SQ.FT. CALC. S
IST FLR LIVING
101E SQ. FT.
2ND FLR LIVING
1413 50. FT.
TOTAL LIVING
2432 90. FT.
GARAGE
432 60. FT.
PORCW
81 SQ.FT.
TOTAL
2951 SQ, FT.
PATIO
80 9Q, FT.
DBL.
TOP
PLATE 0
m
BAR DETAIL
A SCALE: 1/2*-1'-0'
ro
COWO1B11 AND CLADOI D
WIND LOADS
BASIC WND BMW FOR J SECOND
GM
OPB1106
SOUAIE
ZONE
50 WH 00 MD
RBLAIKS
AND TOE
FOOTAGE
MIN. WINDOW
10
5
24/-33
CRITERIA
EXTERIOR SWING
18
5
23/-31
OR MIN, CRITERIA
5GO, MIN,
41
5
22/-29
CRITERIA
160-10 O.HD.
112
5
20.4/-22.1
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 5TH ED.
(2014) 612.2 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DATE 07M/5
A R C N I T E C T U
6
Design
GrouP"Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.e,'designgroup.com
AA #: 0003325
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FIRST
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ARCMTECT-
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DATJO: 10/20/17
SCALE: 1 /4"=1' — 0"
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�— 21'-4'
I7-4"
38'-B'
SECOND FLOOR PLAN
NOTE:
2-8 LOUV. DOOR W/ AIR HANDLER
ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND
RETURN AIR GRILLE
THE CLEAR SPACE BETWEEN THE
HANDRAIL AND THE WALL SHALL BE 2 1/4'
HANDRAIL i 36'
HANDRAIL • 36'
W/ 2X4 Rc-INFORCI
NOTE: v
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH
A DIAMTETER OF 1314'f 2' OR A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4'
AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'.
EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5%
2. THIS RAILING SYSTEM 15 DESIGN TO RESIST A LOAD OF 5m PLF
FOR A CONCENTRATED LOAD OF 200 POUNDS APLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 1601.8.1 / F.B.C. 2014
SCALE: 3/4' =1' -O'
10'-0 3/4' 2ND FIN. FLR.
8'-8' BRG. HGT.
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR STW EDITION (2014).
MIN. TREAD.IW MAX. RISER•T
42' H. I/2 --.
3/4' 3/I6' MAX- VARIATION IN
RISERS/TREADS ADJACENT TO
WALL W/ CAP
EACH OTHER 3/S' MAX.
VARIATION IN ANY
GONT. .
RISER/TREAD HANDRAIL
HANDRAIL
CIRCULAR CROSS SECTION
DIA. TO ISE 1 3/4' .-1/4' OR
PROVIDE EQUIVALENT
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6' WIDE •NARROW END MIN. II'
WIDTH • 12' FROM NARROW
END 34' MIN. HANDRAIL WT.
0'-0' FIN. FLR
--- _ _—_-----(2) LAYERS OF 3/4' PLYIIIOC
OR (2) LAYERS OF 3/4' SUB
FLOOR MATERIAL RIPS FOR
SOLID NAILING
SECURE TREADS TO XSHAkK
W//3)'S 3' SCREWS •
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OF EACH END, 32' O.C. MAX.
3/4' TK. SUB FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
G Design
-.-. LONG WOOD, FL 32750 -
PH: 407-774-6078
FAX: 407'774-4078
www.a bdos igngroup'.com
III AA #: 0003326
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823ZG�T
3
A R C N I T E C T R
tD. CALC5 - OFF -RIDGE VENTS ONL'
AREAOFATTIC
= 1486 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA
= 1486 /300
4.95
VENTILATION AREA X SQ. INCHES PER FT. (144)
= 713.28 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 713,28
IN UPPER PORTION OF ATTIC
- 356.64 SQ. IN.
OFF RIDGE VENTILATION AREA
1155Q. IN. FERVENT
356.64 /115
TOTALMOF VENTS REQUIRED
= mom
TOTAL M OF VENTS PROVIDED
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'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO Ff RIOR OF WALL_
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OVER APPROVED HOUSE WRAP
OR GRADE 'D' FELT PAPER
4'x4' GALV. 'L'-TYPE -
FLASNING SET IN
ROOFING CEMENT
PIEERGLASS OWINGLES OVER W 2x6 LEDGER SECURED
FELT PAPER ON T/W' 09B. W/ 1/4' x 4' LAG EMT
10'-0 3/4' 2ND FIN. FLR SHEATHING OR 1/2' CDX Ul/ 2' DIA WASHER .
PLYUKJOD SECURED PER 24' O.C. MAX
_ _,__ J�8'-_8' Bids. HGT___
NAILING SCHEDULE
LSU-26----
6
2x6 RAFTERS
M,
LUS26 W/ (4) 10d.
4' RAISED
TO LEDGER AND (2) 10d.
BAND (TYP.)
To 2x6 JOIST
2X6 LEDGER W/ 1/2'xe'
THREADED ROD 24' O.C.
MAX. SET IN SIMPSON
2 0'
HIGH STRENGTH EXF'Oxr
------
6' MIN EMBED
Y
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PLASTER APPLIED
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1"1 SCALE: 1/2' x
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8'-8' Bfd's.2HGT FINFIN. F I— _ _ _ _ — _ — —❑ _ _ �8' 18' 36Rs.2HGT.FIN. FLR
0'-0' FIN. FLR
REAR ELEVATION
TEXTURED FINISH
FIN. FLR
0
Design
Group"..l,-
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX 407-774-4078
www.'leslgngroup.com
AA k'003325
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FRONT &
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"D"
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DA10/20/17
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OFF RIDGE VENT
IS'-0 3/4' 2ND FLR
BRG. HGT.
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-r — - — - 12 - --- - - - -- - ------- - --- - - -- - - - - -
8'-8' BF3. WGT. 'L -- - ------ 6 - - - - - - - - - - ------- -- -- - -
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18'-0 3/4' 2ND FLR
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3/4' 2ND FIN. FLR
J�8'-8'.BRG. HGT.
�0'-0' FIN. FLR
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA M. 0003326
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A R C N I T E C T S
Design
Grou 1nr.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.ebdesigngroup.com
AA N: 0003326
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711
DAM 10/20/117
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4 D.1
LEFT ELEVATION
RIGHT ELEVATION
A R C N IT B C T 5
6
Design
GrouP"I�.
WS N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.a btlasigngroup.com
AA #: 0003325
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CCA 06/01/15
4-U-26 f EA. 'MI'
ENTRY ROOF
TRUSS TO LEDG
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407.774-6078
FAX: 407.7744078
www.abdeslgngroup.com
AA M: 0003325
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A R C R IT E C T R
6
Design
Grou .,a
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.abdesigngroup.com
AA M: 0003326
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CONTROL DATE: 01-09-I1
SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-18
1625
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(2) META-16
1985
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10530
HOST-3
9860
(2) 3/4' A,TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) IOd)
LGT3-SDS2S
3285
LUGT-3
3525
(12) $DS 1/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP, CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
15W
(10) 10d x 1-1/2' (USP: (10) 10d x 1 12'
VGT
4540
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (If.)-SDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1195
(14) loci x 11/2' (USP: (14) 10d x 1 1/2', (14) 10d)
WTS-16
1158
NTW 16
1260
(16) loci x 1 1/2' (USP: (16) 10d x 1 1/1', (16) 10d)
HTS-20
1458
NTW 20
1530
(24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2% (20) 10d)
HTS-24
14S8
HTW 24
153o
(24) 10d x 1 112' )USP: (24) 10d x 1 1/2', (20) lod)
LSTA-12 •
925
LSTA 12
530
(10) hod USP: (10) 10d
LSTA-18 .
1235
L5TA 18
1235
04) 10d USP: (14) Od
MSTA-18 ++
1315
MSTA-10
1310
(14) ICd USP: (14) 10d
N
MSTA-24 ++
1640
MSTA-24
1640
(18) 10d USP: (18) loci
CL
MSTA-30 ..
2050
MSTA-30
2065
(22) 10d USP: (22) 10d
MSTA-36 •
2050
MSTA-36
2065
(26)lod USP: (2( )10d
I—
MST)-36
3800
KSTI 236
3890
(36) 10d x 1 1/2' USP: (36) lod x 1 1/2'
(n
MSTI-48
5o65
KTSI 24S
5140
(48) 10d x 1 1/2' USP; (48) 10d x I la'
H6
950
LFTA 6
1210
(8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) Bd x I I2', (16) 8d)
SP4
8a5
SPT 4
545
(6) 10d x 1 1/2' TO STUDS USP: (b) Od x 1 1/2' TO STUDS
A34
395
MP 34
380
(4) 8d x 1 1/2' TO BEAN, (4) 8d x 1 12' TO POST. USP: (4) ad x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
HCP2
645
WHIP 2
am
(12) lod x 1 I/2' USP: (10) 10d x 1 1/2' TO TRUSS, No) 10d X 1 1/2' TO PLATE
WIOA
1140
RT 16A
1360
(18) 10d x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (5) 10d X 1 1/2' TO PLATE
VGT l HDU4
4940
PI-0 4A
5215
(16)-SDS 1/4'x3' TO WOOD, (10)-SOS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH BTRENGTI.1 EPDXY, 00) W83 WOOD SCREWS
VGT A HD16
4540
TDX 10
10140
(16)-606 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/IUASHER2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
ABU 44Z
2200
6665
PAU 44
2535
6115
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON
ABU 66Z
2300
12000
PAU 66
23W
16005
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)l6d TO WOOD USP: SAME AS SIMPSON
V)
LTTIS +
1340
LTS 19
120S
(V 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (6)10d TO WOOD USP: SAME AS SIMPSON
oc:O
LTT205 ...
1500
LTS 206
1105
(1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC„ oomd TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-1/2'
=
(�
HTT4
4455
HTT45
4"
(1) 5/8' A,TP_ M HIGH STRENGTH EPDXY (MIN, V EMBED,) IN CONC„ (18) SD^10 X 1 12' (USP, (20) 16d X 2-12')
USP WAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Wd x 2 12'
Z
Q
WTT5
Sow
HTT45
5005
(1) 5/6' A1.R. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED,) IN CONC„ (26) 16d X 2 12' (USP: (20) Ibd X 2-1/2')
USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 10d x 1-12', (20) lbd x 2 12'
WWDQII-SDS 25•
11,810
UPHD It
1439E
(U 1' A7R . IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) 6D6 yW x *WOOD SCREwe (USP: (24) II133 WOOD eCREU)w
14D1B
6645
TDX to
10140
(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (LISP: (4) 1/8' BOLTS)
0
MBHA 3.590125
3415
5330
NFM35X12U
2580
1130
SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.1S' EMBEDMENT) IN CMA. TOP, (1) 3/4'
A.T.R. IN HIGW STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMIJ. RACE, (IB)I0d TO BEAM
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN 5' EMBED DEPTH INSTALLED M THE FACE.
w
LR.I
0
FL18C412 (WOOD)
3635
2660 (FLR)
NU8412 F
3060
2110 (FLR)
(10) i6d TO HEADER, (10) Ibd TO WOOD USP: GAME AS SIMPSON
3265 (ROOF)
3325 (ROOF)
Z
Q
WUC410 (CMU)
1800
4920
HD410 IF
1309
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, (to) 10d TO WOOD, (USP: 05) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
USP (2013/16' TAPPER,, (10) 10d TO WOOD
=
HUC210-2 (CMU)
1800
5085
HD210-21F
1305
5000
(15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP, (10) 114' x 3' WS3 SCREWS, (10) Imd TO WOOD.
USP (20) 311W TAPPER-, (10) 10d TO WOOD
WUC210-3 (CMU)
Ia00
S085
WD210-31F
1305
5000
(10) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) V4' x 3' W83 SCREWS, (10) 10d TO WCOD.
USP (20) 3/16' TAPPER•, (10) 10d TO WOOD
LGUM26-2-005
1430
S595
LGUM26-2
2125
6065
(4J 3/4' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CHU, (4) 1/4' X 2 W' SDS SCREWS TO WOOD,
U8P (4) 3/8' X 4' WEDGE 5CLT.1 W53 WOODSCREW8
HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENSINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.N.U. WALL MUST BE FILLED SOLID w/ GROAT.
+. loci COMMON NAILS CAN BE SUBSTITUTED WITH 10d. 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REOUIRED 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'
La.1
I -
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 TWAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE. RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM TFE ARCHITECT/ER. NGEER OF RECORD PRIOR 10 USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING / FASTENING SYSTEMS FOR CONCRETE t MASONRY
CATALOG C-SA8-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-O'
DBL 2 x 12
8'-O' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
8'-m'
UN.O.
4'-II I/2'
1 1'_II I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
F2 x 12
C•2 GYP)
1/16' OSB
NAIL (3) 12d o b'•8' O.C.
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.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 U.N.O ON FRAMING PLAN
ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA,
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
S.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
r-ARCR IT 9CT31
5
Design
GrouF®r.2.
1441 N, RONALD REAGAN BLVD.
LONG WOOD, FL 32760
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
U
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F
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SILVERADO
LOT 46
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04128.000-04661
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4EGB
"GALEN"
GARAGN EWING:
LEFT
PAGN:
CONNECTOR
SCHEDULE
150 MPH EXP. B
ARCHITECT:
D � 10/20/17
8CALE: 1 /4"=1'- 0"
BKINI=
7 .1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
ti
125-V OUTLET
20 AMP 6N 1111 FOLa
110V OUTLET
IIOV CUTLET
VP d wRLET WEED
r0 RaTCH
-(�GFI
_b'
110V OUTLET
EG1I5'PlEik JDFAUL
lTA1'IMER
PONSTPTER
RE515TAM tTFE2
M@
220V OUTLET
fa) WRE CAN-ECTION
I�UFpe
a)fT. WATERPIMCP
GROU40 FAULT
Cfl
w1TLET
N121"ar ER
SUNTCH
SWRCH
9-WAY OFHR
W4
SUHTCH
4-0L1T OPER
WALL FIpMED
v
LIGHT
OEILNG LKMT
VP
PROOP
LIGHT
�O\
escaeeaD CAN
�
WAu. xaNCE
FRE•WR[D
v£Ni. FAN
I GFM FER BG. FT.
VENT. FAN
WA.IGHT
1 CR1 FER 82 FT.
11
L
V FOCRIRE
(STiG'0 =w DY
O
FLUORESCENTLIQWT
2-eULB W2AP
A ICTAD
]_ = �
2' PLI1pRCSCENf
- _ -
W FLUOFEBCENT
I' TRAM LWa
C�
PANEL
METER
• 9D.
eF1DKe DETECTwe
Y=. x=.O xIGA-x-Gt
u Mp o
pATT -UP
FOG
9"M DETECTwe
YE.tlA�lll�
CAREON
&k:*M MECTOR
CwlO
nttER-COHERED
eN`L L DE A DIBTANCa
OF NOT LEI THEN 4'
t•ODANT LIGHT
O�GTLNrae
[T
.
TELEPWwE JACK
WATER HEATER
HAT®
DIBCGNECT
AqC Cw1DR
DISCCNECT
OTeuvleaN
JACK
CELLNG aOk a!
JO
,-RDk
TO IN
'T N
ALCOI®ANCS W/ COk
m eucH FOR
To Box
Ca1LNG FAWLKVlf
TO RE WpPoOAW-a2tED N
ACCOImAtYE W/ llpk
MAR@D Ae eua+ FOR
FLOOD LIGM
OPT. eecwTY
P8.
F1MN-l111TON
FOR _Ms�-�
uee FYE2T
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION C2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 FBCR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL WOW TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5714 ED (2014),
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER FBL ENERIxY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014, Sth EDITION R404.I
METER
FIELD
VERIFY
LOC.
3:: �
1 j BOLLARD
AS REQ.
PER BLDG.
CODE
IRRIGATION
OUTLET 0
46' AF.F,
PATIO
--------------
I
I
i
I
I
PRE -WIRED
CLG FAN
22'-8' \
\ I I
\ I�� I
I I I 149OW121v� FL.� /
T rt � I I�'CN II
amnn
ITCH IN c
GFI CABINET
I
II
it
II �
J
I
IF
cl
J_
GFI OUTLET F
� FOR DW OPT
ITCHEN REFS
qp
- PAN.
PWDR.
it
i j
/
®I
PRE -WIRED
GARAGEI
I DOOR
e/cd
CLG FAN C
i
i
f
FLEX
FOYER \\
j
KEYLESS
I
i
FIXTURE
GFI
GARAGE
—
DOOR
_ —
PREWIRE
p
PORCH
I$MER
F
� I
-------------
I
COACH'
LIGHT /
FIRST FLOOR ELECTRICAL PLAN
HOOD WIRE W/
OUTLET FOR
FUTURE MICRO.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
GeC cone m1
HOUSE PLAN: MODEL "'GALEN"
LOAD INFORMATION
VA
2432 eQ FT GENERAL LIORTDIO E 3 VA PER SQ FT
me
2 20 AMP APPLIANCE CIIICUTT AT 2500 VA EA
9000
1 WUNDRY CIRCUIT
I500
1 RANGE AT HALE PWTE RATING OR COOETOP/OVEN
12000
I WATER HEATER
4500
I DIDH11AaHER
1200
1 .-TRW DRYER
50oo
1 DISPOSAL
500
1 IRCR011AVE
1500
1 REFRIGERATOR
32o0
SUBTOTAL OF GENERAL 10AD
1V5Q5
FDIET 10 "A OF OENEML LOAD AT 100E
10000
REYAWDER OF OIXERAL ]GAD AT ME 2T505 VA x .4
"we.4
TOTAL NET GENERAL LOAD
Mole,
3.5 TON HEAT PUMP (N/ 5" EIaCROENCY HEAT aTwF)
21 M F x 24D VA-
---
15 TON COOLMG 9YST= 4 AMF : 240 VA-
• 2500
NET GENERAL LOAD
210T8.4
NET TOTAL HVAO
Qa-
TOTAL IOAD
—-
CALCULATED LOAD FOR SERVICE
305T8.4 VA/240 V- 12e AITP
150 AMP SERVICE
•NORST CASE SCENARIO - HIGHEST HVAC LOAD
USED POR CAICULAT1ONa.•
NEUTRAL CALCULATION:
LIGHTIt.Ks, APPLIANCE, LAUNDRY LOADS: 14,263 VA
3000 VA 0 100%, REMAINDER +s 35%
NET LOAD: 6,S49 VA
RANGE: 12,000 0 10% 5,400 VA
DRYER: 5"0 0 10% 35_Q0VA
TOTAL IS,849 VA
NEUTRAL AAPACITY: 18,489 / 240 - 18 A
•2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3.2/0 CU, THWN . 1.6 CU IN 2' CONDUIT OR 3
•4/0 AL, TNU,N + 1.6 CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.)
15m AMP ELECTRICAL R15ER
NOT TO 9CAL£. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I MLOSE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/LP
B. ALL CONDUCTORS SHALL BE TYPE THHN/TNUIN UNLESS MCB
NOTED OTHERWISE,
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
"2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE SO PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID,
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
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 E C T S
6
Deign
Grous1!..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA P. 0003325
W
Z
G
TWiI
2
0
A
F
O
Er
STJHDIV. as Lotil
SILVERADO
LOT 46
BLK 6
PROJac"
04128.000-04661
>,coaE�
4EGB
"GALEN"
GARAGE BWMWG:
LEFT
PAGIM
FIRS T
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B
ARCHR'ECTI
STATE OF FL64DA
WXWO
A
VIVENT
DjLTjM 10/20/17
SCALE: 1 /4"=1'- 0"
8FIEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
__e
120V OUTLET
20 A9 SINGLE POLE
nov OUTLET
110V OUTLET
OIIfLET MMI®D
TD SWITCH
ZjQGFI
IIVV OUTLET
ENW=p (T=LLR
FMV$TNT TYPE,
@
22VV OUTLET
(4)0II0 CONECTION
.
WATERPIKKP
GROUND FNYT
CAIExT.
CUTLET
MTEpi1PT@R
SWITCH
SWITCH
3-WAY OPER
�4
SWITCH
4-WAY OPER
'
WLLL MLWTED
L16M
CEILM LIGHT
�
PROOF
\o
LIB
"O\
RECESSED CAN
W4LL SCONCE
_�-
FM £. WILD
VENT. RAN
I cm PER SO. M.
KNT. PAN
WILtGNi
I CRi PER SO. FI.
v
FIXTURE
1-97
BY fSPEoL TBD
FLUOom
RESCENT
Llo T
2•BULB WRAP
ARCUND
=
Y PLUoRESOENT
I'� — —p— �
d' RIWIPEBCENT
Il®�
4' TRAGK Lp
PANEL
FETHR
O S.D.
ST'ICKE xTEcrae
Bdtt_BADK-uP
UAL yg
WALL I`IOUNTED
GATT. BACK-UP
SD.
6T101� DETECTOR
CARBON H'w"E
tlA
® S/GO
&tCKE DETECTOR
c.b0
MTER-OGNEGTED
SHALL BE A DISTANCE
OP NOT LEW THEN A'
FFWH WALL
PENDANT LIGHT
NAttTURAL GAS
ET
.
TELEPHONE JACK
WAIER HE —
TC
.Is CCPNECT
A/
AIR CONDttIONMG
DISCpNEGT
N❑.
TELEWSION JACK
COLMG BOX
OJ-BOX
TO BE SUPPORTED M
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TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C N I T E C T S 1
6
Design
GrouP"InD.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.a bdesigngroup.com
AA M: 0003325
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SILVERADO
LOT 46
BLK 6
PROJX CT#
04128.000-04661
MoDz4EGB
"GALEN"
GARAOL 8WMG:
LEFT
PAOR:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
DR MA10/20/17
8CAIM 1/4"=1'-O"
slim=
D 1
SECURE 2x6 M. TO BLK W/(2)YI'
ANCHOR BOLT W/2'WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
I _
r.) o
SECURE 2x4 ON
W
FLAT TO SILK
W/ CUT NAILS.
SIDE&
2x6 GARAGE DOOR BUCK W/ (3)
1$'XS' J-BOLTS 4' EMBEDMENT MIN.
UU 2.XVX16 WASHER AND NUT
I
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I.2X6 PT BLOCK CENTER OF
DOOR HEADER WIMS'X8' J-BOLTS
4' EMBEDMENT W/ 2'X2'XM4' WASHER
AND NUT
L•1 NOTES,
E
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'6 INSTALLATION INSTRUCTIONS LLHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
UANAUE LVVN
BUCK ATTACH RENT
SCALE'
2X4X4' SECURE TO TRUSS W/ 3-12d
6'-$' O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-16
2X4 SECURED TO
GABLE END
W/(2A2d-EA. UPRIGHT
2X4 SECURED TO
`2.4 BLOCKING
EA,
RAFTER
L-30 EA
RAFTER
HIS EA.
RAFTER
2x4 RAFTER
• 24' 'AFTER
�A1 FRAMED OVERHANG
`+ TUTS.
HEADER SIZE PER
SPAN CHART.
DOOR/
WINDOW
OPENING
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS • 16, O.C.
MAX
SIMPSON LSTA-12 s EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' OIC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIMIE.
USE Rd NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
SP4 OR H5 • TOP AND
BOTTOM PLATES s EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
G1OPENING WD '•1'-0' FRAMED (W/FLOOR TRUSS)
BC ALE� IR
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE 1/16'CAS. OR 1/2' CDX PLY WITH •S RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND -S RING SHAW GUNNAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL,
ROOF SHEATHING TO GABLE END FRAME
USE d GIN NAILS • 4' OZ.
EXTERIOR SHEATHING
USE 1/16, OSB. OR V2' PLY WITH •8 RING SHANK GUN NAILS AT 6' O.G. AT
PANEL SIDES AND -6 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 'B RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIA. TENSILE 8 Top CORD BLOCKING AT 4'
SalN ROIINDODIFIE 2 3/5' 1 .113 1 n"' OL. MAX. IN FIRST 2 FRAMING
OR T
MOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0IDI2 OVER SWANK DIAMETER
3. 16 TO 20 RMG9 PER INCH
4,0280 INCH FILL ROUND HEAD DIAMETER
9. 2 INCH NAIL LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
7 2'-O" EXTEN ION T SERVICE DR. 8 NOT USED FOR GABLE END FRAMING
SCALE. I/1'•I'-0'
SPACES AT EACH END.
RAFTER OR TRUES
ROOF SHEATHING,
I,
MEN ME III
�. BUILDING LENGTH I"
%T-,STICK BUILT WALL DETAIL
�LJ KTS.
SPS • EA, STUD TOP 4
BOTTOM
PRE-ENG TRUSSES W/TRUSS
CONNECTOR UP TO'1,000
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 s EA. JACK
2.0 STUDS • 16' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE Rd NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN WOO. STAGGERED
WINDOW SILL W/CRIPPLES
w' or_
}' DIA ANCHOR BOLT
AT I6' O.C. MAX WITH T'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 • EA.
JACK SECURED W/
SPECIFIED ANCHORS
2XS P.T. BOTTOM PLATE
5 WINDOW OPENING
4 2-STORY WALL
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT n OPENINGS
J
��I
Z ^.
T+
p '�
L
tt
F
1-J
m
� oI
TYP.
F
EXT. SHEATHING ATTACHMENT
FOR
WALL SHEATHING (065 TO
BE
STRUCTURAL
GRADE)
1/16, OSB.
2x4
BTMPLATE
PLATE
2X4 DEL. TOP PLATE
2X4 STUD I6' O.G.
l/16, OSB.
1/J' AB. W/ MIN,
T' EMBEDMENT
LOCATE 6'-8' FROM ENDS
AND 32' O.C. MAX.
TEXTURED FNISH
MTS-12
META-16
32' O.C. MAX
S.CMU WALL
PRE-ENGINEERED
TRUSS
KNEE WALL DETAIL
2 TO BLOCK
SCALE: V2'•1'-0'
A SECURE 2. TO BLOCK
W/ (2) J' TAPCCNB OR
DRIVE PIN
(MIN SHANK SIZE .145)
necmt t (MIN EMBED. II')g�
WITHIN V OF EACH o!'-
END AND IS' OL. MAX d < � I
SPACING.
�' OSB. SHEATHING OR -
}' CDX PLYWOOD
UP To B'-m'
2x4 BLOCKS
CMU WALL
I I I
PIY T
�a1 ARCH WINDOW FRAME A SECTION
SCALE, I/2'•I'-0'
�-8 RING SWANK GIN NAILS
• 6' O.C. IN FIELD
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
4S 2' DECK SCREWS � 6'-S'
O.C. MAX • EDGE$ 4 R' D.G.
MAX IN FIELD. UNTHREADED
"$HANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DBL. 2X TOP PLATE
1/16' OSB.
2X BLOCKING
TOP OF
T/16' oSB.
2X STUDS 16' O.C. MAX.
2X SIM1. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2X4 a TOP 4
BOTTOM CONT.
W/ (5) 12d NAILS
BLK WALL JY
OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK TO OSB,
OHORIZONTAL 2X $.PP. G AT
PERIMETER OP OSB.TO PROVIDE STRUCTURAL CONTTCNA L PATTERN
O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16- FROM SHEET BELOW
® INSTALL ALL SHEETS UFACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
6AALE, I/2'•1'-0'
A R C N IT E C T E
Design
Grou 1.4:.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407.774.6078
FAX: 407-7744078
www.abdosigngroup.com
AA k: 0003325
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OUNDM !a LOT:
SILVERADO
LOT 46
BLK 6
Pnoj=T*
04128.000-04661
]LODEIs
4EGB
"GALEN"
GARAGE OWING -
LEFT
PAGE-
misc.
DETAILS
150 MPH EXP. B
r///a
D TM 10/20/17
SCALE: 1 /4"=1'- O"
a8*1z T
D
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2,1 ON 1-16' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -SAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED, STRAP VERIFY W/
TRUSS PLAN
5/B' THICK, 3 COAT
PORTLAND CEMENT�
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
CONSTRUC�TIOt
iEE ENERGY CODE FORMS
OR INSULATION R-VALUES
' GYPSUM BOARD OR 1' HIG
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-VALUES
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1-STORY
1 BLOCK WALL
SCALE: 3/4'-1'-0'
1/16' OS.B. OR ¢' CDX
TYVEK BUILDING WRAP
FORTIF15ER SLOG PAP
GALv'D MTL. LATH
1/8' TEXTURED
FINISH o WOOD
Ya TO % MID WALL
WEEP SCREED
zQ
F J
-8' CMU
-5/8' TEXTURED
FINISH m MASONRY
WEEP SCREED
DETAIL C WOOD TO
2 Lvl�n l.VININ.
SCALE: 1 1/2'=I'-O'
FIBERGLASS SHINGLES OVER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
830 FELT PAPER INSTALLED
®®
TRUSSES WHERE 'X' BRAGIN
G OVER "30 FELT PAPER
TRUSSES WHERE 'X' BRACING
PER FBCR RS05.21 ON 1,'
IS PRESENT
INSTALLED PER FBCR
IS PRESENT
O.S.S. SHEATHING OR J' CDX
R905.2.1 ON O.S.B.
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
16'
SHEATHING OR 1, CDX
PRE-ENG GABLE TRUSS
FASTENER SCHEDULE
PLYWOOD SECURED PER
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x6 SUB -BAND
CONT. 2x4 RAT RUN SECURE
P.T. Ix2 W/ MTL. DRIP EDGE
126's 0 EACH TRUSS
PER ELEVATIONS
0
W/ (2) 12d's ® EACH TRUSS
2x4 OR 2x6 SUB -BAND 0
TO BE INSTALLED o MID. POINT OF
VENTED ALUM. SOFFIT
TYP.
o.".
TO BE INSTALLED ® MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR I0'-0' O.C. MAX.
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT °H
SEE ENERGY CODE FORMS
STIFFBACK (SEE SEALED
10'-0' O.G. MAX.
FOR INSULATION R-vALUES
TRUSS ENG. FOR SIZE t
SEE ENERGY GODS 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 OR #'
GYPSUM BOARD OR %'
CONDITION.)
BOARD
CDX PLYWOOD. ATTACHED
H
NIGH STRENGTH CLG.
O.SB. SHEATHING }"
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED
2x4 m 24' O.G. ®INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
1/6' THICK, 3 COAT
GONG. FILLED LINTEL BLK W!
ON SHEET D5
PORTLAND CEMENT PLASTER
-
(1) "5 REBAR CONTINUOUS
-1/a' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
OVER EXPANDED LASTED
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) "5 REBAR CONTINUOUS
METAL LATH ON FORTIFIBER
FOR INSULATION R-VALUES
OVER EXPANDED CALVED
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
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
SPECS FOR
WEEP SCREED
PRECAST SILLSTUCCO
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 15 REBAR VERTICALLY
WEEP SCREED
(U'5 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ CONG. POURED CELL
(SEE DETAIL 2)
W/ CONC. POURED CELL
PLATE W/ 126's 8' O.G. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
® 16' O.C.
PLATE W/ 12d's 6' OC, MAX
o 16' O.C.
SECURE 2x6 PT. PLATE TO
8' CMU
SECURE 2x6 PT. PLATE TO
BLK W/ }'x9' ANCHOR BOLT W/
I/2' GYP. WL. BD.
BLK W/ }"xS' ANCHOR BOLT
18/2 GYP. WL. BD.
2' WASHER SET IN SIMPSON
WOOD BASE
W/ 2' WASHER SET IN N
HIGH STRENGTH EPDXY 1'
HIGH STRENGTH EPDXY 1'
EPDXY
WOOD BASE
EMBED. MIN, * 32' OC MAX.
EMBED. MIN, OC MAX.
%' THICK, 3 COAT
S ~
HICK
THICK, 3 COAT
PORTLAND CEMENT
PORTLAND le'
PLASTER APPLIED
u
PLASTER APPLIED i
DIRECTLY TO MASONRY
o
DIRECTLY TO MASONRY u
f
NOTE:
1—STORY GABLE
1—STORY GABLE
PER
O F SLOPES 2:12
W/ VAULT CLG.
R THAN 402, A (2) LAYER AYMENTO
1
BLOCK WALL
A SCALE: 3/4'=I'-0'
BLOCK WALL
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
UB SCALE: 3/4'=I'-C'
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4865 TYPE IV, OR ASTM D 6151
S' CMU
!f' DRYWALL
I'X4' OR I'XJ' P.T. NAILER
P.T. OR S:'X4• MIN. SECURE
❑
TW
.NFU FRAME 1 EXTENDI-y-Y.'
INTO BLOCK TAPCONS
OR DRIVE PSI
(MIN. SWANK SIZE .1
MILL HEAD SIZE 900
❑
MIN EMBEDMENT I-Y.'
WITHIN S' OF EACH END 4 UP
O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 9441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
n1 WINDOW TO BLOCK +3/4 OR +5/4
Jy
SCALE: I'.I'_0•
2X4: CM
SECURE TO BLOCK W/ i(H'
TAPGOJS OR DRIVE PIN
(MIN. SHAW SIZE J45
MIN HEAD SIZE 300
MIN EMBEDMENT I Y 9
WITHIN a, OF EACH END 1
B' OC, MAX SPACING.
2x6: CIE
SECURE TO BLOCK WR-i(y'
TAPCONS OR DRIVE PIN
(MIN. WANK SIZE .145
❑
MIN HEAD SIZE 300
MIN EMBEDMENT I Y.')
WITHIN V OF EACH END 4
IB' O,C. MAX SPACING.
S' GMU
2X& C=
1$' DRYWALL
SECURE TO BLOCK WRaIH'
(APRONS OR DRIVE PIN
I'X4' OR 150' P.T. NAILER
(MIN. WANK SIZE WE
DOOR CASING
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN, EMBEDMENT IV)
ATTACH TO 2X PER
WITHIN InOF EACH END 1
MANUFACTURES DETAILS.
2XA, ®
2X4: ®
2X4:
SECURE TO BLOCK W/ 96'
SECURE TO BLOCK W/
SECURE TO BLOCK WNa'
TAPCONS OR DRIVE PM
TAPCGN9 OR DRIVE PM
TAPCONS OR DRIVE PIN
(MIN. WANK SIZE WIS
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE ,145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT I )")
MIK EMBEDMENT I V)
MW1 EMBEDMENT I Y')
WITHIN S' OF EACH END 1
WITHIN S' OF EACH END 4
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING,
Is, O.C. MAX SPACING.
IS' O.C. MAX SPACING.
2X6, CIM
SECURE TO BLOCK W/J-)1(.'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 BE
2X6, ®
SECURE TO BLOCK W/2-i(.'
TAPCONS OR DRIVE PM
❑
NOTE: 9TF7UCTIRAL 2X MUST
2X6,
SECURE TO BLOCK W/I-V4'
TAPCON9 OR DRIVE PIN
❑
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
MIN. SWANK SIZE .145
MIN. HEAD SIZE 300
TNBOIUaH NON-STMJMRAL
i TAPCON MIR 14V'
(MIN. SWANK. SIZE .145
MR 1 EAD SIZE 300
BE ON OUTSIDE 1 SECURED
THROUGH NON-STRUCTURAL
(MIN. SHAW SIZE wS
MIN. LEAD SIZE 300
THROUGH NON-STRUCTURAL
%' TAPCON MIN 141W
MIN EMBEDMENT I Y49
I INTO BLOCK.
MIN. EMBEDMENT i 29
%' TAPCON MR I-Y4'
MIN EMBEDMENT 14.)
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END 4
cm
WITHIN V OF EACH END 4
EMBEDMENT INTO BLOCK,
WITHIN e' OF EACH END 1
B' O.C. MAX SPACING.
Y' DRYWALL
IS' O.C. MAX SPACING,
e, CM%1
IB' O.G. MAX SPACING.
S' CMU
h DRYWALL
2XS, ®
SECURE TO BLOCK U'2-%'
I'X4' OR I'M' P.T. NAILER
2X8: CID
SECURE TO BLOCK WR-%'
)S' DRYWALL
2XS: C =
SECIRE TO BLOCK W/1-1/4'
1•x4' OR I•W' P.T. NAILER
TAPCONS OR DRIVE PM
76' OBE, X 4' MIN.
TAPOONS OR DRIVE PIN
I'X4' OR I'M' P.T. NAILER
TAPCONS OR DRIVE PIN
36, 0.9U9. X 4' MIN.
(MIK WANK SIZE 345
DOOR CASING
(MIN SHANK SIZE ,145
DOOR CASING
(MIN. SWANK SIZE .445
DOOR CASING
MR HEAD SIZE 300
DOOR JAMB OF WINDOW
MIN LEAD SIZE 300
DOOR JAMB OR WINDOW
MM. HEAD SIZE -1"
EMBEDMENT U.')
ATTACH t0 2X PER
MBB' D ENT VEND
ATTACH TO 2X PER
N. 049
JAMB OR WNDOW
WMIR
ITH( EACH END 1
B' O.G. MAX SPACING.
HANFACTURES DETAILS.
WITHINt
B, OC. MAX SPACNC:,
MANFACTURES DETAILS.
NMBEDMENT
N 8' OF EACH END 1
18. O.G. MAX SPACING.
ATTACH
MANUFAGTUREB DETAILS.
NOTE: WIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
C WINDOW TO BLOCK +1-15 16'
SCALE: P.1'-0'
2X4: cm
SECURE TO BLOCK W/ 961
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE .145
MIR LEAD SIZE 300
MR EMBEDMENT I Y.')
WITHIN V OF EACN
S'Or_ MAX SPACING.
2x6: CEO
SECURE TO BLOCK W/2-i(>'
NOTE: STRUCTURAL IX MUST
TAPCOWS OF DRIVE PIN
❑
BE ON OUTSIDE 1 SECURED
(MIN. SHANK SIZE .146
THROU3H NON-STRUCTURAL
MIN. HEAD SIZE 300
V TAPCON MIN. 1-Y'
MIN. EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
WTHIN 6' OF EACH END 4
S• CMU
B' O.C. MAX SPACING.
Xe' DRTILL4LL
2X9, ®
I'X4' OR I'X2' P.T. NAILER
SECURE To BLOCK W/2.%-
O TARO" R DRIVE PIN
I' P.T, X 4' MIN.
(MIN, WANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN a, OF EACH END 4
IS- OC. MAX SPACING,
MIANIFACTURE9 DETAILS,
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED).') NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
�� NOT USED DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/
4'
�-% B SCALE, I'.I•_®• D SCALE, I'.I'_0•
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),."
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
J.J SCALE: i'.1,_p•
2x4 CM
SECURE TO BLOCK WV
TE PIN4•
APCONS OR DRIVE
(MIN. SHANK SIZE ,145
MIN HEAD SIZE 300
MIRWIT EMBEDMENT I YEN
WITHIN 8' OF EACH ENE) 1
NOTE, 9TRWTURAL 2X MUST
E' O.C. MAX SPACMCs.
TH ON OUTSIDE /SECURED
THROUGH NON-STRUCTURAL
2X6:
j(' TAPCON MRI-Y.'
SECURERE T TO BLOCK W/1-'i(M'
FREEDMEN INTO BLOCK
(APRONS OR DRIVE 1,4 PIN
W (MIK WANK SIZE
2E 5
❑
B• O'XJ
MIN. HEAD SIZE 300
h DRYWALL
MIN. EMBEDMENT I Y.')
WITHIN B' OF EACH END 1
I'X4' OR I'XZ' P.T. NAILER
IB' ., MAX SPACING.
210 2X SECURE TO
2X& CID
STRUCTURAL MEMBER W/(2A2d
SECURE TO BLOCK W/2-%'
WITHIN S' OF EACH END 4 6'
TAPCGNS OR DRIVE PIN
TO S.O.C. MAX
(MIN. WANK SIZE .145
DOOR CASING
IN. MWEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y.•)
ATTACH TO 2X PER
WITHIN S' OF EACH END 4
IS. O.C. MAX SPACING,
MANUFACTURES DETAILS.
NOTE, SWIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
(_s1 WINDOW TO BLOCK +T
lllP�
SCALE,
NOTE, SHIM AS DEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: 1'•I'-0'
2X4:
SECURE TO BLOCK Wd4'
TAPCONS OR DRIVE PIN
(MIN, SWANK SIZE .145
MIN HEAD SIZE 300
MIN. EMBEDMENT I YY; )
WITHIN S' OF EACH END 4
18' O.C. MAX SPACIW
2X&zCEM
SECURE TO CK BLOWA-V4'
O TAPCONS R DRIVE PIN
NOTE, STRUCTURAL 2X MNSt
(MIN. WANK SIZE .145
BE ON OUTSIDE 4 SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT I Yl1
%' TAPCON MR I-Y'
WITHIN B' OF EACH END 4
EMBEDMENT INTO BLOCK
IS' O.G. MAX SPACING.
B, CMU
2XS, ®
)j' DRYVk1LL
SECURE TO BLOCK WA-V4'
TAPCONS OR DRIVE PIN
lw
I'X4. OR I'XV P.T. NAILER
(MIN. WANK SIZE .145
V P.T, X 4' MM.
MIN. WEAO SIZE 900
DOOR CASING
MIN. EMBEDMENT
WITHIN e' OF EACH END 4
DOOR JAMB OR WINDOW
IS' O.C. MAX SPACING,
ATTACH TO 2X PER
MANFACTIIRE9 DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3 3/4"
u1 WINDOW TO BLOCK +3 3/4"
SCALE, I'•I'•0'
1■ C N I T E C T t
Design
Grouo.ne.
ti N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX 407-7744078
www.abdesigngrGup.com
AA 8: 0003325
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SILVERADO
LOT 46
BLK 6
PROJ=T#
04128.000-04661
MODEM,
4EGB
"GALEN"
GARAGM 81WING:
LEFT
PAGIM
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ID,&Ta10/20/171/4"=l'-0"J 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON J' O.S.B.
SHEATHING OR J' GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR }'
CDX PLYWOOD,
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT, 6 TOP AND BT.
OF FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM. 2x4 15 FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 RIBBON
W/ (5) 12d NAILS 0 EACH
TRUSS. BTM. RIBBON TO BE
P.T, —
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/B THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR FRAME
—�-
SEE ENERGY CODE FORMS
°OR INSULATION R-vALUES
J' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS m 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T d G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
1' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK W/
(1) •5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC, POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON a' O.S.B.
SHEATHING OR J' GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE a
CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' TI4RU-BOLTS ® 32' O,C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's S' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON WTC4 fl 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR %' COX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK I'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. s TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
IS FOR WALL SHEATHING
NAILER) FASTEN EACH 2X4
RIBBON W/ (5) 12d NAILS 6
EACH TRUSS. BTM. RIBBON TO
BE P.T.
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND _�
FLOOR FRAME
\1 of SABLE:
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
GABLE TRUSS
CONT, 2x4 RAT RUN SECURED
W/ (2) 12d's o EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
J' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS a 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 1 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
a' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(I)'5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
e 16' O.G.
1 8' CMU
1/2' GYP. WL. BD.
_�--- - WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S.B.
SHEATHING OR #' GDX
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
1,0000 UPLIFT -
CONNECTOR
2X8 SYP 02 -
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP "2 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
115 REBAR s 16
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN,
SEE ENERGY
CODE FORMS
FOR �-
INSULATION
R-VALUES z u
Za
N
ro
WALL z .
SECTION
WOOD
FRAME TO
1 B LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 w EA.
2x8 STUD
J' DRY WALL
}' DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
5IMP50N 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
PRECAST SILL
Ix2 P.T. FURRING STRIPS
j m 16' O.C.
8' CMU
1/2, GYP. WL. BD.
a (U 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
� O.G.,
MIN.. 24' IN SLAB
4' CONC., REINF. W/ 6'x6'
WIAXW1.40 WWM ON 6-MIL POLY
•
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
„ 6"
6"
6.,
B0RA-CARE
(3) S REBAR ON CHAIRS
2x STUDS ® I6' D.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
161 O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/S' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALv'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
2x STUDS o 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T < G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
NOTE:
PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAI MEN7
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D22C6 TYPE
I, ASTM D 4869 TYPE IV, OR ASTM D 6151
EXTERIOR WALL STUDS
(WALL SHEATHING NOT
SHowFORCLARIrr
FASTEN STUDS TO BLOCK WALL
WITH LISP MSTA18 STRAP WITH
FASTENERS AS SWOWNINSTALL
STRAP • EA END POLL
SPACE STRAPS AS FOLLOWS,
-I'10 MPH 'C', 31' O.G.
PLACE 9TRAPa SPACED
AND FASTENED A8
SHouMWITHONE
ADDITIONAL STRAP AT
EACH WINDOW KRY= STUD
MIN (0) 0.1 COMMON NAILS
STUD 10.148 DIA X 1 IR'
LONG)
LONG)
3/4' T 4 G SUBFLOOR GLUED
STUCCO SPECS FOR COMPLETE
AND SCREWED AS PER
-w0MPH V, 32'OC.
INFORMATION),
FASTENER SCHEDULE ON
'140 r—iPH c' 40' Or-
2x4 CONT. e+ TOP AND BT. OF
SHEET D2
TOP OF $TUD WALL
FLR TRUSS (TOP 2x4 SUPPORTS
soLe�E---
BT PLATE OF 2ND FLR, BTM. 2x4
a
FILL ALL REMAINMG STRAP
IONd INTO
PRE-ENG FLOOR TRUSS
IS FOR WALL SHEATHING NAILER)
PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/
OALS
` o D B�ACKKIN
FASTEN EACH 2X4 RIBBON W/ (5)
(5) 12d NAILS ® EACH TRUSS.
0
DO NOT PLACE SCREW IN
SIMPSON HETA-16 EMBED.
126 NAILS 9 EACH TRUSS. BTM,OP
`�' GYPSUM BOARD OR �"
BTM. RIBBON TO BE P.T.PTOP
HOLE NEAREST To TOP
STRAP t 32' O.G. MAX VERIFY
RIBBON TO BE P.T,
HIGH STRENGTH CLG.
nAS -�
ONRY'WALL-
OF CMU BLOCK WALL
W/ TRUSS PLAN
WEEP SCREED
BOARD
PRE-ENG FLOOR TRUSS
a STEcr BOTTOM of
STRAP TO CM BLOCK WALL
J' GYPSUM BOARD OR }'
(SEE DETAIL 2/D3)
GONG. FILLED LINTEL BLK W/oNGi(AK
(INSTALL PER MFG. SPECS.)
orAFcxrwl Ieaner
HIGH STRENGTH CLG. BOARD
EMBED. STRAP VERIFY
W/ TRUSS PLAN
(1) •5 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
rnuBLOCK WALL
7 SCREus
5/s' THICK, 3 COAT PORTLAND
(1) +5 REBAR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
EXTERIOR
STUD WALL CONNECTION
FLOOR CONNECTION AT PARALLEL
FASTENING DETAIL
TO FIRST
FLOOR MASONRY WALL
2 PERPENDICULAR PRE- ENG FLOOR TRUSS
2 A SCALE: 3/4'=1'-0'
3 SCALE. Nrs
SCALE: 3/4' = I' -0'
1 R C N I T E C T l<
5
Design
GrouP"Inc.
U N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-774.4078
www.abdeslgngroup.com
AA S: 0003325
w
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0
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2
0
a
avaD:v. as LOT:
SILVERADO
LOT 46
BLK 6
PBOJMT#
04128.000-04661
MODUIa
4EGB
"GALEN"
GARAGM a1►7To:
LEFT
PAC&
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
%150 MPH EXR B
ARCHITECT:
9MA F.7AB0=UCjHMACRA
AR NO 9373
DATM 10/20/17
SCAM..` 1/4"=l'-0"
air
D4
PRECAST HEAOER(MN)
2 X 4 (MIN 2 X 3) I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 61ZE.145
MN HEAD SIZE 300
MN EMBEDMENT 1 U41)
W FROM EACH END AND B' �"-
O.C. MAX MIN 1-1/4' EMBEDMENT
2 X 6 MIN 2 X 3) 2.3/16 TAPCON -1
OR DRIVE PIN (MIN SHANK SIZE.145 w'
MIN HEAD SIZE 300
MIN EMBEDMENT I I/4')
6' FROM EACH END AND 10'
O.C. MAX MIN 1-1/4' EMBEDMENT
2 X 6 MIN 2 X 3) 2.3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE ""
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 V4')
SECURE TO SHEATHING UV
S' FROM EACH END AND 19'
MIN. 2.12d PER BLK EA. END
O.C. MAX. MIN I-1/4' EM�DMENT
JA6' OM SEATHING
CU U WALL
ARCHWAY DETAIL
DBL. TOP PLATE
2X4 I6. O.G. MAX.
SECURE 2X4 TO
WOOD W/2-I26 0 6'-6'
O.G. STAGGERED
PIN (MIN. SHANK SIZE
J45 MIN. HEAD SIZE
300 MIN.
EMBEDMENT 0' WIN
6' EA END NOT TO
ARCHWAY
EXCEED W O.C.
MAX
2X4 SOLID
MIT. PLATE
BLOCKING SECURE
I/2' PLYIWO0D-
TO SHEATHING W7W
OR 1/16' Oba
MIN 2-126 PER BLK
EA END
3 EXTERIOR ARCHWAY
SCALE: IR' • I'-0'
0 1.fy' OAS OR!(2' PLYWOOD SHEATHING
O 30 BLDG. FELT
® 24. WIDE 26 GA, GALVANIZED METAL
PLASHING
MUST ADD DB10, -w WIDE AND
AND MST BE A MN 24' WIDE METAL.
0 FIBERGLASS SHRY.LE9
TRUSS
1/2' CLG, BOARD 4 TEXT.
SIMPSON SP4 2X4 DBL. TOP PLATE
• 32' O.C. I,2' DRYWALL
2X4 WOOD STUDS 016' OC,
UNA. ON TRUSS PLAN
2X4 COOT. STRESS
BLOCKING MID -WALL
X4 PT. PLATE
81MP8GN BP4
92' O.C. MAX
IR EMBEDMENT
1' EMBEDMENT
CON,. 9LA6
2 9's CCNT.
1-STORY
7 INT. BEARING WALL
SCALE: IR'.I'_0•
NOTE: FOR WALLS WINO UPLIFT OR
WAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
SIMPSON
SP4 0 32'
Or_
DBL. TOP PLATE
2X4 16. OC. MAX
SECURE 2X4 W/ 2-%.
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN
HEAD SIZE 300 MIH
EMBEDMENT I v ON 6'
EA END NOT TO EXCEED
BT PLA
10' O.C. MAX
2X4 SOLID
iR' -n
BLOCKING SECURE
OR l/16
TO 94EATHING WITH
MIN. 2-12d PER MILK EXTERIOR ARCHWAY
EA. END
PRECAST LEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN LEAD SIZE 300
MN EMBEDMENT 1 V4')
8' FROM EACH END AND 10'
O.C. MAX MIN 1-1/4' EMBEDMENT
2 X 6 (MN 2 X 3) 2-510 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN LEAD SIZE 300
MIN EMBEDMENT 1 I/4')
$' FROM EACH END AND 18'
O.C. MAX MIN 1-114- EMBEDMENT
2 X 6 MN 2 X 3) 2-3/16 TAPCCN
OR DRIVE PIN (MIN SHANK OUE.14S
MIN HEAD SIZE 300
1/16' OSB SLEATNING
MIN EMBEDMENT I V4')
2X4 16. O.C. MAX
S' PROM EACH END AND B'
(WHEN OVER I6' IN HEIGHT)
O.C. MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO SHEATHING W/
MK 2-I2d PER BLK EA END
ARCHWAY DETAIL
A 16 AND UP
SCALE:
5 CLOSED VALLEY FLASHING DETAIL
N.Tb.
2x4 CONTINOII6 STRESS
BLOCKING MID WALL
2x4 STUDS 0 16' O.C. MAX,
UOx
i' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2IND FLOOR STUDS
SIMPSON META-36 0 32'
OC. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS 0 16' O.C. MAX,
UON.
IR' GYP. WL. BD.
SECURE BT. PLATE TO SLAB
W/ I'x9' ANC BOLT W/ 2'
WASHER 9Ei IN 91MP90N
HIGH STRENGTH EPDXY 1'
EMBED. MIN,
SIMPSON SP4 0 32' O.C. MAX
8 INT. 2-STORY LB.W.
SCALE, IR'.I'-0'
PRE-ENG TRUSSES OR
CONY. FRAMED RAFTERS
Obb. $HEATHING OR
X PLYWOOD SECURE
2.4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3) 12d'0 EACH END
2x DOUBLE TOP PLATE
STUDS 0 W' OC.
MTS-12 0 EVER STUD
2X4 BT. PLATE
DORMER
9 ATTACHMENT
SCALE, IR'•I'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12d8 6'-6' O.C. MAX
1/8, TEXTURED FINISH
1/16' 09B SHEATHING
2 X 4 I6' OC. MAX
(114EN OVER 16' IN HIEGHTJ
2 X 4 (UNEN OVER W IN HIEGHTJ
V4' TEMPERED MA80NI1E
GLUE 4 NAIL W/Sd'S 6'42' O.C.
F NEEDED.
2 X SOLID MK 3 • ARCH
SECURE W/2-12d EACH END
ATTACHMENT PER
MANUFACTURER'S SPECS.
MTL UAW FRAME
'NOTE: NO GAP 0 WDW FRAME
TO EXCEED V4'
�IARCHWAY DETAIL
A CUTAWAY
tL SCALE, V2'•1'-0'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PN MIN SHANK SIZE.145
MN HEAD 61ZE -100
MIN EMBEDMENT 1 1/4')
6' FROM EACH END AND 10'
EXISTING BLK ASV.
OC. MAX MIN 1-V4' EMBEDMENT
V4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/0' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZEMS
MIN HEAD SIZE 300
1/16' 00B SHEATHING
MIN EMBEDMENT 1 1/4')
2 X 4 W' O.C. MAX.
S'PROM EACH END AND B'
(WHEN OVER 16' IN HEIGHT)
OC. MAX MN 1-1/4'EMBEDMENT
2 X 4 (WHEN OVER 16'
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
is' IN HEIGHT.)
OR DRIVE PIN (MN SHANK SIZE.145
MIN HEAD SIZE 3O0
MIN EMBEDMENT 1 I/49
2 X SOLID BLK'G • ARCH
SECURE WR-I2d EACH END
S' FROM EACH END AND 16'
ATTACHMENT PER
O.G. MAX MIN I-V4' EMBEDMENT
MANIUFACTURER's SPECS.
MTL LOW FRAME
1/4' TEMPERED MASONITE
'NOTE: NO GAP 0 WDW FRAME
GLUE 4 NAIL W/8d'6 6'-12' OC.
TO EXCEED V4'
F HEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: V2'.I'-0'
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOWN FOR
CLARITY (SEE
SHOP DUKsSJ
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO DBL, TOP PLATE
W/ USP 5PT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
6OF EXTERIOR WALL
SCALE: N7S
ASPHALT SHINGLES OVER
W FELT ON 1/16' OAB.
PRE-ENG GABLE TRUSS
8" BTIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
UAERE 'X' BRACING IS PRESENT
CONT. 2- SFP RAT RUN '
SECURED W/ (2) red'. 0 EACH
TRUSS
(2) 2x4 Z S.Y.P. DIAGONAL BRACE W/ (3)
12d'4 0 EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
1' GYPSJ'I BOARD OR;'
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE 0 ANY SPAN W-0' OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (U X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (U X-ENLACE • CENTER AND (2)
BRACE DIVIDED EOJALY FROM CENTER TO END
gGABLE X-BRACING
1v SCALE: IR'•I'-®•
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d.NAILS OR
MIN.
(4)10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OT14ER
RAFTER W/
MN. (3) 12d HAILS OR
MIN (4) 10d GUN NAILS
2. RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W
(2) I2d NAILS OR
(3) 10d GUN NAILS 0 EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG, TRUSS
10 CONV. FRAMED ROOF
SCALE: IR'•I'-0'
0'-0' TO 30'-0' (1) !X. BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
N 'X' BRACE 0 CENTER)
(2 'XBRACE DIVIDED EOUALY PROM CENTER TO END)
FIBERGLASS SHINGLES OVER —� \
30 FELT ON 1/16' O.SB.
(2) 2X4 -U SYP DIAGONAIL BRACE
W/ 3-I2d 0 EA TRUSS ( OIAGONAIL BRACE
TO COVER 5-TRUSSES
I
2X4 BLOCKING WHERE 'X' BRACING
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE BEALD ENG. PACK FOR
SIZE 4 CONNECTICN)
COM-IO-I
1/16' OSB SHEATHING TRUSS 24' oc.
USE Sd NAILS AT
4' — EDGE 4 6' oc. FIELD
1/2' CLG. BOARD
2X4 W/ 3/B' X g I,AG 032' O.C. M NAIL CONT. RAT RN TO
OR 91MP8014 MIT .24 - 32' O.C. MAX. TRUSS IW (2) 12d - EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL ENLACE.
BNE TWI F IIELD -INTO BE DBL TOP PLATE
4' OC.OALL EDGE$ W/Sd NAILS 2X4 STUD Is' O.G. MAX,
n2-STORY GABLE END CROSS BRACING
SCALE: U2'•I'-0'
• I115 UPLIFT
SIM1P50M NT9M20
WAO Od TO TRUSS
AND (4) V4' x 2 1/4.
TAPCON* TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMPSO'I WTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 114'
TAPCONS TO CONT
-POURED LINTEL
TAP CONS
MIN. 2' COVER
2' APART
12 T U22 ANCHOR RETROFIT
N.Tb.
12 Z
FINISH 6 LANDING
3/4' PLYWOOD F.F.
z
DBL 2X6
3c" MIN. FINISH
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED T14RU 3/4,
FINISH g LANDING PLYWOOD INTO
F
FINS PLYWOOD F.F. EACH STRINGER
LESS THAN 4' TYP.
3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES
REINFORCED W/2X4 SPFOR JOIST CUT TO FIT
W/CONT. BEAD OF IXS RISER
SUB -FLOOR ADHESIVE m"
PL-400 OR SIMILAR 1D z HAND RAIL
EA HORIZONTAL RUN >
SECURE TREADS TO STRINGER II m
W/(3)08 3' SCREWS 0 EA
STRINGER, UNTHREADED SHANK i/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING 8 IXIO TRIM
NOTE: I' NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBGR 5TH EDITION (2014) (3) loci GUT NAILS
MIN. TREAD 10', MAX. RISER -1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO
ADJACENT TO EACH OTHER SLAB r
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR GROSS SECTION DIA.
TO BE 13/4' +-I/4' OR PROVIDE EQUIVALENT
GRASPABILITY 3 STAIR SECTION DETAILS
WINDERS- MIN. 6' WIDE ® NARROW END
MIN. 11' WIDTH ® 12' FROM NARROW END SCALE: 3/4'•1'-0°
34' MIN. HANDRAIL HGT,
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77448078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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LOT 46
BLK 6
PROJWT#
04128.000-04661
HODIM,
4EGB
"GALEN"
GARAGE IMMMO:
LEFT
PAGE:
MISC.
DETAILS
150 MPH EXP, B
DA 10/20/17
OCALE: 1 /4"=1' - O"
slim=
�5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCr ODMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 30447-113
SIMPSON STRONG -TIE CO
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-112
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-R2
FL 17236
USP STRUCTURAL CONNECTORS
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-115
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-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 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WW W.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/2017
A R C R I T E C T$ I
6
GW0.n
c.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX- 407-774-4078
www.abdesigngroup.com
AA#-..0003325
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LOT 46
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PROJECT##
04128.000-04661
uopmu
4EGB
"GALEN"
GARAGE STUNG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
DATM 10/20/17
SCALE: 1/4"=1'—O"
skmc T
A R C H IT E C T S
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS TO
BE WIRED TIED TO LATH a V
OC. MAX (VERT.). NOTE, DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
V LEG MAY 15E USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION —\
FASTENERS TO BE SPACED
s 1. O.C. MAX VERTICALLY
I ;
ATH SHALL NOT 1>1
IE CONTINUOUS
HROIIGH CONTROL \
DINTS BUT SHALL
STOPPED AND
IED T EACH SIDE
TO
TO e• G
a' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED R1' (VERT.) OC. MAX
AT SUPPORTS
UNRIS LAYER -1,
STUCCO WRAP
WOOD SHEATHING
A C D R ASTM C1063 PROVIDE 2X4 BLOCKING
J01fi PLACED FLAT MAX. TO B'
'( FRGCONTROL JOINT
WHEtOTEN
CONTROL JOINT FALLS ON
FASTENERS FOR LATH TO BE NAILS O\R / STRUCTURAL $110
TAPLES IN COMPLIANCE W/ ASTM C1063 /
.WIRE TIES TO BE (NO. IS) 0.0418' WIRE
. BLOCKING SHOW MAY BE IN ADDITI N
O WALL STUDS REQUIRED PER PLAN
77=77
OI. FOLD &&WARD a Pt.
®FOLD
OI. FOLD INWARD • PT, A
2. CREASE a PT. D
BOLD �ii
® \
OL FOLD NWARD • ® t FOLD NIINiD • -A
M. A
4.
]. gts46! • PT. D 2. CREASE • F?. D
3. GREASE • A. C
9. CREASE • PT. C
FOLDM. CR.
B TILL PT.. C T= OUGIlS
DOttOM FLUNG&
sv�
Y BOTTOM
FLANGE UwTBE TpNT
SEAL. FOLD. 122
EOI CUT.
eN E RD
D tlP EDGE,
i' THICK. 3 COAT CEMENT
PLASTER rwenr•!), v!. 2 COAT
� PLASTER (O'U)
WED LAYER 4, PORTIFIBER
BUILDING PAPER (OR" OILY)
WEB LAYER -1,
STUCCO WRAP(Rw•C WILY)
LAP LAYERS OP DULDNG WRAP
O,P. NAILING —. STOP
IIRD 115' AteW!
a11NfA1'C ONLY)
� FtPAME ae CMl
SFS WALL RANING
KICK -Out HASHING IEEE
DETAIL)
NOTE.
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
ENDS) 1 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH PORTIBER SHEATHING TAPE �
i� \�
!x — X X__
LATH VERTICAL LAP TO BE I-
n n
—I
METAL LATH
WRB LATER'(,
THICK, 9 COAT CEMENT
STUCCO WRAP
(
PLASTER
P
e• nia wnPeR LaP Below MLY
/
h
METAL LATH
WRIS LAYER R, FORTIFIBER
U1RB LAYER 4, FORTIFIBER
BUILDING PAPER
I
BULL
BUILDING PAPER
WRB LAYER'(,
STUCCO WRAP
r WOOD SHEAT141W.
2 PER LAP
SCALE: 11/2', I-0'
® KICKOUT
DETAIL
I
\ I e•yA,
z \�
I
\ S
.M NSTALL KICKOUT
tLABNn1G AT DDITGM OF ROOF x
ItlWLL 11,IERSECTICN6
WATER TgHT SEAL (DGlD OR
SOLDER DO NOT GU
VERTICAL LATH
& PAPER DETAIL
NOTE,.
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0,0418-nL (131-MIN)
WIRE AT INTERVALS NOT
MORE THAN S' ) (22S-MM
AS PER ASTM CI063
1.S.L
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER MANF. SPEC. OR
PEEL A STICK
WCOO STUC
SHEATHING
BUILDMG-
PAPER
STUCCO —
a'
)g LAP
LAP � PdPER
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
U)R5 LAYER "I,
STUCCO WRAP (FRAME ONLY)
9' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP UR5 t TAPE OvER
ROOF/IUALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL UITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE 6'
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4`
APPROVED HOUSE WRAP.
FLASHING TO EMENDP Oft LESS PIPE ONTO PIPE
PENETRATION �'. 6'xb' IISEL(CODHEIREIMPATIBLE
E U/ LOUSE
FLASHING (COMPATIBLE W/ HOUSE
NE
WRAP MATERIAL) OVER 4'x4'
SELF-ADHERNG MEMBRANE
FLASHING OVER APPROVED
Y HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE
SELF-ADI-ERING (MEMBRANE
FLASHING
CUT AND OVERLAP ONE BIDE Or
Q,�-�p �I
6TEP 01
�y-�p RING MEMBRANE
STEP 02
FLASHING
URB LAYER 9,
_ STUCCO WRAP
WEB LAYER 4 PORTIFIBER
BUILDING PAPER
--- METAL LATH
6S6'5ELF-AD14ERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS,
FLASHING OVER APPROVED
STRAPS, STAPLES) AS -
HOUSE WRAP.
REQUIRED TO SECURE
FLASHING i0 EXTEND ONTO PIPE
PIPE/ WIRE TO FRAMING
---4'x4• SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
-
HOUSE WRAP.
FI ASHING TO EXTEND ONTO PIPE
- W CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
---ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION I PER FBC RRnS .18
UL&IIor WMna and pkdmdng
Exterlorua tporti nocementplestar �I
&hall compy with the applbation
requirements of ASTM C 826-12A.
Installation at exterior lathkg and k..hv
shall comply vAm ASTM C 1063-12A
14 FIFE FENET
T.1Ta
DRAINAGE PLANE (U)RB
LAYER #1, STUCCO UJRAF)
UJRB LAYER *2 (FORTIFIBER — — — — — —
BUILDING FAFER)
METAL LATH x—x—x—x
WOOD 5HE,4TNING F,= I 2
SELF—ADHESIVE FLASHING — — — — — —
NOTE:
METAL LATH: LATa 4 TO BE FER FBC
R-03.6.1 / ASTM C-84-1-013, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LAT14 DOES NOT MEET SPECIFICATIONS)
GDegn
rousEnD.
LONG WOOD, FL 327j
PH: 407-774-807FAX: 407-774407www.abdesIgngroup.
AA ®: 0003325
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LOT 46
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PROJECT#►
04128.000-04661
][ODIC(&
4EGB
"GALEN"
GARAGE erw1NO:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
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
XVENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
�'..
X E-Z BEAD ALL AROUND
I VENT -APPLY SEALANT ALL
i IX
JOINTS AND INTERSECTIONS
, L.
APPLY SEALANT AT PERIMETER OF
BACKER ROD
i
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, V CAULKING ® JOINT
ALL AROUND
I I
PER FBC R703.6.1 --
Exterior lathing and plastering
BACKER ROD
Exterior use of porlland cement plaster
shall comply with the application
k
requirements of ASTM C 926-12A.
t
X.
Installation of exterior lathing and framing
shall comply with ASTM C 1063.12A,
OM LAYER M,
STUCCO WRAP
HOODED VENT
X
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 1, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD
CONSTUCTION
—METAL LATH
9' CMU VINYL CASING BEAD
W RAISED BAND
76' TO 14' MID•WALL
nFoo ar�Fn
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYNG.
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK(
LEGEND
DRAINAGE PLANE (LURE
LAYER #I, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING PT/Tli7��T�7
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC_
R 03.0 .l / A5TM C-8471-m9, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
Co' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT o
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
6' SELF ADHESIVE
FLASHING (INSTAL
PER MANUF, SPEC
BUILDING PAPER
UNDER 'QUICK FL<
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
M GfiCI V IGCI..CI VC
STUCCO rGSRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
1
1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
"T c" ')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
Ye' TO Ye' MID -WALL
WEEP SCREED
—Co' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
:;C SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMIBO OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN R APPROVED HOUSEWAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
WOUSEWRAP
BELOW
CUT SUCH THAT_
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD
CONSTRUCTION
a' CMu
•
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
'WRB LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
T/W TEXTURED
FINISH • UIOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.C. MAX
- V TO V MID -WALL
WEEP SCREED
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
'✓ FINISH s MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
a'
WRS LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING 'X
MEMBRANE FLASHING \
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED URB LAYER
fl
STEP *`I
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEF #3
STEF #2
WRB LAYER fl,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
STEF #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP S STEF #�
OELECTRICAL RECEPTACLE
A R C N I T E C T S
DesI n
Grou Ino.
jT LONGWOOD, FL32760-•
PH: 407.774,6078
FAX: 407-7744078
www.abdesigngroup.com
AA 8: 0003325
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SILVERADO
LOT 46
BLK 6
PI OJUCT#
04128.000— 04661
MODEMt
4EGB
"GALEN"
GARAGE OWING
LEFT
PAGE
WALL
ASSEMBLY
DETAILS
150 MPH E)T B
ARCHITECT --
STATE OF FLORA
317
PRMT
DATM 10 7
OOJL 1/4"=1'-0"
831MEnT
T
VV A2
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WOOD WRB LAYER -2, FORTIFIBER
CONSTRUCTION BUILDING PAPER
°'/i HAT CHANNEL }' THICK 3 COAT CEMENT
W/o/6' TYPE 'X' DRYWALL PLASTER
6' SAP. • TOP OF WEEP SCREED
- TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WOOD SHEATHING WEEP SCREED
WRB LAYER -1,
STUCCO WRAP / - -
}' THICK, 3 COAT CEMENT
PLASTER _ W SELF-ADHEREING
$TOM
"-IW CU CASINGi 'T. FLASHING WRAPPED
• TOP OF WEEP SCREED
TO SHEATHING BELOW
1 L\
i ` WRB LAYER -I,
1
M;•. STUCCO WRAP
i
- 1 _ U1R8 LAYER -i, FORTIFIB
'
•-- ---- ------- - ' m I BUILDING PAPER
1
i
6' SELF- ADHERE ING,
WRB LAYER -I, FLASHING WRAPPED
STUCCO WRAP -v 1 o CORI`IER OF CANTILEVER
W POSITIVE DRAIN
AMIGO AM66-WFWC-l8m 1 WEEP SCREED
CUSTOM CASING BEAD->4•--�f-
------------
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
1OA DTL. ® CANT.
SCALE: I I/2' • I'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R7103.6.1 / 14STM C-84-1-09, MIN, 2.5 LBS,
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1
3/4 RESILIENT
HAT CHANNEL
5/9' TYPE 'X' DRYWALL
W/TEXTURED I PAINTED
FINISH
}' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
11 D DRIP EDGE
INSTALLATION
5/S' TYPE 'X' DRYWALL
W/TEXTURED PAINTED
FINISH
}' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CCNSTR)CTION
RESISTIVE
-1
RESISTIVE
'4
}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WOOD CC*,ISTRUCITON
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
}• THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
i
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@bRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUSS
UJEAT14ER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER R
}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
BEEP SCREED
IES
LNO GAP IN FIELD
(SHOW1.1 FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
}' THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
10 CANTILEVER DRIP
EDGE
DRAINAGE PLANE (WRB
LATER "I, STUCCO WRAP)
ORB LAYER #2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO F
WOOD SHEATHING PlT/Tl,T'
SELF-ADHESIVE FLASHING -
FINISH LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL
STICK o DRIP
EDGE TO `
DECK
I )4'XI %' P.T. OR SIMULATED
WOOD (TREX) FILLE�
CONTINUOUS
WATER PROOFING lot 1 �'
LAYER (2 LAYER PEEL 1
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
6' PEEL I STICK • 1
DRIP EDGE TO DECK—\
I )i'XI 9/a' P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS
Y,' GAP FOR BAC�
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 1 STICK)
3/4 RESILIENT
HAT CHANNEL
5/5' TYPE 'X' DRYWALL
T W/tEXURED PAINTED
FINISH
}' THICK, 3 COAT CEMENT
PLASTER
COLUMN SHEATHING
,WEATHER RESISTIVE
J
BARRIER 9
3' X 3' 26 GA. GALV.
WEATHER RESISTIVE
METAL DRIP EDGE
I
BARRIER •2
--"\
SET IN FULL BED OF
% _
16'
\�`
SEALANT,)2 MIN.
SPACE FROM DRIP
j•
SAP.
PEEL 4 ST
\\\
FACE TO TREX
`CK
1 N2'x3' 'L' FLASHING
j
FULLY EMBEDDED
IN ROOF CEMENT
I Yt' X 3' 26 GA. GALV.
Y,' GAP FOR BACKER
METAL DRIP EDGE
ROD 4 SEALANT
Ya' GAP FOR BACKER
SET IN FULL BED OF
ROD 1 SEALANT
SEALANT �' MIN.
VINYL CASING BEAD
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
WEATHER RESISTIVE
VINYL CASING BEAD
!
BARRIER -1
l
BARRIER 9
1 'X+
WEATHER RESISTIVE
- i
WEATHER RESISTIVE
WATER PROOFI lot
BARRIER -2
BARRIER -2
LAYER (2 LAYER PEEL -�
EXTERIOR COLUMN
I
1 STICK)
`
COLUMN SHEATHING
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, X' MIN.
SPACE FROM DRIP
FACE TO TREX
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
}' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER -1
VINYL CASING BEAD — NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
m I" O.G. MAX.
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
1 �1 n CORNER BEAD @ FRAME
1 T L7
�2 1/2--4-
CORNER BEAD
(FASTENER 4 SPACING m "I" O.C.)
CMU
THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD @ BLOCK
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
,\ PEEL 4 STICK
6' S.AF.
1 VxV 'L' FLASHING
SUB FLOOR
` -FULLY EMBEDDED IN
i•
ROOF CEMENT
1
I )4' X 3' 26 GA. GALV.
•
METAL DRIP EDGE
I h'XI )f' P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX)FILLER
SEALANT,Y' MIN.
CONTINUOUS
SPACE FROM DRIP
\
/FACE TO TREX
),4' GAP FOR SEALANT
� VINYL CASING BEAD
OPT' BACKER ROD'
WATER PROOFING lot
MODIFIED 9m
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
i BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
lk
}' THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED i PAINTED
WOOD SHEATHING
FINISH
}' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
NO GAP IN FIELD
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
BALCONY
DRIP
11C EDGE INSTALLATION ® COLUMN
/W /"T "
VT ACUTKT('_\
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
&'SELF - ADHERING
—
FLASHING
DRIP CAP
WINDOW FLANGE
STUCCO W
WRB LAVE
BUILDING
METAL LA
THICK, ?
PLASTER
b'SELF- e
FLASHING
DRIP G�
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
t
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLODED
'VIEW FOR
" THICK, 3 GOAT CEMENT
15
PLASTER
CLARITY)
15B CASING BEAD @ WINDOW
( FRAME, NO BAND)
A E C N IT EC T S
Design
GI
�+. LONG WOOD, FL 3276E "r
PH: 407-774-6078
FAX: 407-7744078
www.ebdesigngroup.00m
AA M. 0003326
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LOT 46
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PROJECT#
04128.000-04661
MODZU
4EGB
"GALEN"
GARAGE 11111IING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EV. B
ARCHITECT-
STATE OF FLORIDA
DATM 10/20/17
8C.461M 1/4"=l'-0"
BIEMM
WA3
A C B I T E C 7
--------------------------------------------------------------------------------- ------------------
r<• GAP Tr, P THICK, 3 COAT CEMENT - ___ THICK, 3 COAT CEMENT
WOOD SHEATHING CASING BEAD PLASTER PLASTER
TO TRirl METAL LATH SEALANT
1X TRIM MEMBER —METAL LATH
WRB LAYER ►1, m STUCCO TO
STUCCO WRAP SIDING TRANSITION ._WRB LAYER 02, FORTIFIBER nA
'! WOOD SHEATHING BUILDING PAPER I 11 Desssign
SIDING WOOD SHEATHING I Grou Inc.
WRB LAYER 02, FORTIFIBER f I
BUILDING PAPER - - -� t:15UILDING
IURB LAYER "1, i1441 N. RONALD REAGAN BLVD.
IWINDOW FRAME .( LONGWOOD,FL32750
STUCCO WRAPr ' _ WRB LAYER 02, FORTIFIBER PH: 407-7746078
METAL LATH I I ,,-.........,..—.-.-.._—�......_......-. ,1 , FAK 407-7744078
_ER BUILDING PAPER
THICK, 3 GOAT CEMENT yWRB LAYER °2, FORTIFIBER STTUUCCOYWRAP —WRB LAYER 9, I wwwAA#,. 000 roup.com
PLASTER a tSTUGGOWRAP I E-Z BEAD VINYL CASING �k:0003325
PAPER
= - (W/%' FLEXIBLE PVC BACKER ROD)
&'SELF -ADHERING I - i ' METAL LATH - CASING BEAD I
FLASHINGSELF-ADHEREING I
THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK
'--�-.IExPLODED m 1 ,
VINYL ANGLED % ? VIEW FOR PLASTER SIDING 1 O STUCCO
i WRB LAYER "I, STUCCO WRAP, I CASING BEAD
CLARITY);
? / I WRAPPED AROUND FRAMING I
CASING BEAD 1A MEMBER
18 I &' SELF ADHESIVE FLASHING I
DRIP CAP - (CROSS SECTION) ,
WINDOW FLANGE WRB LAYER "I, '"�— ; -WOOD SHEATHING
STUCCO WRAP 2X FRAMING
VINYL ANGLED ' WOODCDONSTRUCTION MEMBER DETAIL BELOW EXPLODED
,CASING BEAD :• i WOOD SNEATHMG
WEATHER RESISTIVE FOR CLARITY
WRB LAYER "2, FORTIRBER >; ' ? BARRIER 9 i
BUILDING PAPER It BARRIER
` BUJEATHER818tIVE ' ------------------------------� ------------------------
■
9 \
METALLATH i J■ ■.'X 1Y'LAP SIDMG /// \� W SELF-ADHERW. ---____________________________________________________________________________________
,. /b'REVEAL
! FLASHING ------
lit!
0
0
a
J' THICK, 3 COAT CEMENT � ■ / FL SWIN5.DHERING I v I r THICK, 3 COAT CEMENT
FLASHMG L �1 U,EATHER RESISTIVE Y4` C3AP YP
PLASTER BARRIER 9 PLASTER
MATHERR=SISTIVE CASINCa BEAD
STARTER
&'SELF -ADHERING .� STRIP \ �\ BARRIER 4 SEALANT TO WINDO U METAL LATH
FLASHING .�'. DO NOT CAULK OR I I �/ 6' SELF-ADNERMG
1� ■ SEAL neElan.v- I FLASHMG
GALVD METAL \ r.LV'D META
ZAFLASHING L WRB LAYER 02, FORTIFIBER i
DRIP CAP
Z' FLASHING SE NOT CAULK OR i BUILDING PAPER
L- --- SEAL MCEHR,a
'U11�JOD TRIM M'�IEMBER � - 1 WINDOW FRAME I
WINDOW FLANGE ; WOOD SHEATHING
STUCCO rA4.1,. ra 1
CASING BEAD (9? WINDOW MAD
Y'XS'SIMULATED — -
/ TRIM MEMBER
W/BAND) SEALGAP W/CALLKW.(FRAME, OR APPROVED SEALANT15C AT rfl
I N
CASING I 1
BEAD x
SIDING TO STUCCO ---WRB LAYER III, o
® BLOCK TO FRAME STUCCO WRAP
WOOD SHEATHING�TRANSITION
19 1 - &' WIDE PEEL 4 STICK ,
OVER FLANGE
WINDOW FLANGE
METAL LATH NOTE: E-Z BEAD VINYL CASING
METAL LATH: LATH TO BE PER FBC CW//B
I FLEXIBLE PVG BACKER ROD) I
R103.(o.1 / ASTM C-641-013, MIN. 2.5 LBS, 2x FRAMING-
WRB LAYER 01, PER SQ. YARD (UTILITY OR NOMINAL MEMBER APPLY FULL BED OF SEALANT BETWEEN
STUCCO WRAP LUOOD SHEATHING LATH DOES NOT MEET 6PEGIFICATION5) BUILDING FLANGE 4 BUILDING WRAP
WRB LAYER 02, FORTIFIBER j ; WRAP
BUILDING PAPER j WOOD
wcoN9tRucncN ---
I'' FLASHWOOD
ING
DHERING — ___________________________________________________________________________________—___-
I.URB LATER #1 WOOD C4
THICK, 3 COAT CEMENT I "1 STUCCO LR4P MATHEREATwNG 1
:. j BARBER RESISTIVE
7711 � ' i ILEAtHER RESISTIVE
// \ BARRIER 9 TO LAP ��II----��--�■r--�� ---■rr---��� ---III111---��� T r ---III���
PLASTER I 1 i B BARRIER
RESISTIVE / / OF
ABOVE TOP
CF 'Z' FLASHING
LURB LATER *'2, FORTIFIBERb g'D"�
(LEATHER RESISTIVE
VINYL ANGLED i:l I BUILDING PAPER WSELF-ADHERING ? BARRIERS
! FLASHING �?I ? BMATHARRIER RESISTIVE
CASING BEAD BARRIER
METAL LATH STARTER STRIP
euumv. Ae LOT
SILVERADO
LOT 46
BLK 6
P1ROJ=T111
04128.000-04661
MODffis
4EGB
"GALEN"
GARA,a! BVM90:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
VINYL CASING BEAD i II{'II I zFLAGALV9HIIW. ARCHfTECT
' METAL
r_-31 __ DO NOT CAULK OR i
--_� 1 11 AFAi OPENINr: i DO NOT CAULK OR
(EXPLODED THICK, 3 COAT CEMENT �/ , ---- - STATE OF FLORIDA
VIEW FOR PLASTER GALV'DMETAL LEAtNERRESISTIVE �` LEGEND
'Z' fLASHING BARRIER 9 TO LAP
CLARITY) I r�♦♦' x w SIMULATED pF MIN.
LABNMG�
ILpOD so
TRIM MEMBER
E-Z BEAD VINTL CA.41K-a \r 1r: XS'91MULATED DRAINAGE PLANE (WRB
:I' fW/'1s' RLEXIBLE PVC \ / , UA70D TRIM MEMBER
BACKER ROD) \ / SELF-ADHERNG LAYER "I, STUCCO WRAP)
b' SELF -ADHERING I , I FLASHING1 IT
A-A"'IH'G \ WRB LAYER #2 (FORTIFIBER — — — — r
7(,' THICK 9 COAT \? ' ' SEAL GAP W/CAULKING
CEMENT PLASTER \ OR APPROVED SEALANT BUILDING PAPER)
MATHER RESISTIVE � L'�� ' UEATHER RESISTIVE ROLAND A. ABOUCHACRA
BARRIER
CASING BEAD C RAISED 9 BARRIER 9 AR No 93723
WEATHER RESISTIVE BA BEADyINTL CASING METAL LATH X—X—X—X
BARRIER n (W/VW FLEXIBLE PVC PmNT
BACKEBAND (FRAME) SIDING TO STUCCO BARRIER STUCCO - acwL�1/420110"
1 WEARIER RESISTIVE
SCALE: 1 1/2'=1'-0' ® FRAME TO FRAME WOOD SHEATHING E2 T_ axcs'r
TRANSITION �I
�� i✓ SELF-ADHESIVE FLASHING — — — — � V ��/ A4
CUT HOUSEWRAP
AT 45' ANGLE
MODIFIED ']'CUT
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
' APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
IINSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL
JAMBS
EMEND FL
1' BELOW S
FLEXIBLE
IDO NOT BE
FIN
135'
,T*
STEP I
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP('
TUCK FLAP UND
at HEAD
FOLD HOUSEU
IN AT JAMBS 4
SLOPE SILL R
INSTALL 6'
SELF-ADHE
-LASHING C
VINYL HEAI
'LASHING !
CAMS) NAII
:LANCE
EXTEND
SELF-ADHE
-LASHING I'
BEYOND Ji
'LASHING
NSTALL VIt
.AP
ALIGN FLASHING
W/ TNT. EDGE OF
SILL RO.
MECHANICALLY
FASTEN FANNED
EDSES.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP A$ T4
FLASHINS AT THE
FOLD
DOWN
DIASC
ACRO
WINDC
4PPLY %' NOM.—
:ONTIN000S BEAD
)F SEALANT AT
IAMBS AND HEAD o
APPLY TO BACK OF
JINDOW NAILING
'LAWS£ IN LINE W/
'RE -PUNCHED
IDLES OR SLOTS.
JIDE ADHESIVE —
?XIBLE FLASHING
VER DRIP CAP
ECTO-WRAP
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
1 � (FULL WRAP)
SCALE: NTS
STEP 4
STEP J
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUCT
APPLY
MEMBRANE
FLASHING
-� OVER JOINT
1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
i
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:CLEANH
AND SEAL JAMB TO SILL JOINTS WIT
DOW IISS FOLLOWG INCOMPLETION OF
EXTERIOR RETROFIT WORK
I
NOTE_
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
: � I
NOTE
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT I
A R C N I T E C T S
6
Design
Grou ln..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.a bdesigngroup.can
AA #: 0003328
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04128.000-04661
U0DZT,
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"GALEN"
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LEFT
PAGI:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
PAINT
DATilk 10/20/17
OCA2 H: 1 /4"=1' - 0"
axr
TAT A t—
vv AD
C7
r
2x6 SUB -BAND
W/I'x4' NOTCH g
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
I`
1/8' TEXTURED
FINISH ID WOOD I ��
1/2' TEXTURED
FINISH ® CMU
METAL FASCIA
WRAP Ya' FROM
STUCCO, I' FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
\\ NOTE: NOTCH FOR 2X6
\\ SUB BAND ONLY
®ELEVATION
T/a' TEXTURED.:
FINISH ®nlDOD,
'j
1/2' TEXTURED
FINISH o CMU
t
METAL LATH
x
METAL FASCIA WRAP
I
WOOD SHEATHING
x x x
OR CMU
x x x x x
1
WRB LAYER ry, x
x x z x x
STUCCO WRAP(FRAME ONLY)
-
WRB LAYER n, FORTIFIBER
j
BUILDING PAPER x x x x x x x x x x x
x
-----
(FRAME ONLY) x x x x x x x x x x
2X6 SUB BAND
m
ROOFING CEMENT x x x x x x x x x x x x x
i�
FRAME OR CMU
x x x x x x x x x x x
FELT PAPER
DRIP EDGE x x x x x x x x x x /
ij
x x x x x x x x x x !i
METAL KICK OUT /
!/
x x x x x x x x
DRIP EDGE
/-
(REFERENCE POINT
x x x x
ONLY FOR WALL OFF
SET OF COMPONENTS)
—ROOF KICK OUT REMOVED
FOR CLARITY
—ROOF DECK (BEYOND)
DRIP EDGE, I' OFF WALL
VNOT INTO STUCCO)
1l/B' TEXTURED FINISH
I 1� f / WOOD, 1/2' TEXTURED
/ FINISH .0 CMU
i
2x6 SUB -BAND W/I'x4' NOTCH 0
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I" OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT e
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/126 NAILS 6'-B'
O.G. MAX.
2x SUB -SAND W/l71'x4'
NOTCH Q END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL C) WALL
SUB BAND DETAIL ® WALL
W/KICK—OUT
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUS -BAND
111/14'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT m
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
111/11 'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
Des0,1.2..
Grou
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngfoup.corn
AA S: 0003325
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SILVERADO
LOT 46
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PROJECT#
04128.000-04661
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4EGB
"GALEN"
OA1t"M s WWO:
LEFT
PAO3h
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
ARCH11TECT:
STATE OF FLORIDA
or 20
DATA 10/20/17
BMWIM 1/4"=1'-0"
ax n ,�T/
V� A6