HomeMy WebLinkAbout36039 Carriage Pine Cta e u IT C e T•
Is STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
DATE I CHECKED BY:
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4EGB
2432-GALEN99
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
1ST FLR LIVING
1019 60. FT.
2ND FLR LIVNG
1413 60. FT.
TOTAL LIVING
2432 60. FT.
GARAGE
432 &Q. FT.
PORCH ELEv.'0'
81 $0. FT.
WX8' PATIO
80 50. FT,
TOTAL ELEV.'D' 3031 6Q. FT
ABBREVIATIONS
AIN
ABOVE
LAY.
LAVATORY
A/C
AM CONDITIONING
LOW.
LUMINOUS
ADO.
MUSTABLE
M.C.
MEDICINE CABINET
ANT.
ALTERNATE
In
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MID.
MOUNTED
CL
CENTER LINE
In.
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CI.C.
CEIRNG
O.C.
ON CENTER
CIR
CIGAR
PL
PROPERTY MANE
CONIC.
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
R.
RISER
DIM.
DIMENSION
HAD.
RADIUS
DIV
DISPOSAL
RA.G.
RETURN AIR GRUL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EACH
SHT.
SHEET
ELEVA,
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
MR.
SHOVER
cal.
E MUST
STY.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
R.C./FX .
FM CLASS
SL GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FN.
FINISH
SWS
SHEAR WALL
FIR
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTC.
FOOTING
THE.
TICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. D64P.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GI.
GLASS
OTHERWISE
GVP BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
HD.
HOSE BIB
V.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
VD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
Wl.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
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SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG lA—DOWEL PLAN
PG 1B—LINTEL SCHEDULE (CAST—CRETE)
PG 2 —FIRST FLOOR PLAN
PG 3 —SECOND FLOOR PLAN
PG 4D—FRONT & REAR ELEVATION "D"
PG 5D—LEFT & 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 Dl—MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2—MISC. DETAILS
PG D3—MONO1ITHIC 1—STORY WALL SECTIONS & NOTES
PG D4—MON01ITHIC 2—STORY WALL SECTIONS & NOTES
PG D5—MISC. DETAILS
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 WINDOW FLASHING
6
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L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774607E
FAX: 407-7744076
www.abdesigngroup.com
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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
IL 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 10 (PSF)
C. ROOF LIVE LOADS R301.6
1. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. 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 :0.18
V. RISK CATEGORY II
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
9. EXCAVATIONS TO BE A MINIMUM OF T- 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 318-08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 30DO PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/.'.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
B. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
UAenuoV
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
1. 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 =1,500 PSI Fv =175 PSI E=1,600,0D0 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED ''/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SD.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2 CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C9D-06b, STANDARD 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. CONSTRUCTION.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3(8INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1.
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 1- 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN ''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN 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.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
i6. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
FOR MORTAR JOINT THICKNESS TOLERANCES.
THE ANSI7TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1240.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
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 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0'.R506.2.5(2)
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 3/4,
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON 7 DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED APPROVAL OF THE ARCHITECT.
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
NEAREST EDGE OF THE FOOTING, B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12 OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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 5TH 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 F
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
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 R3027. CONTROL DATE: 07/15/15
A R C H I T E C T S
6
Design
Grod
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA M 0003325
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SILVERADO
LOT 2
BLKK 2
0441128�.000-02002
MODEL:
4EGB
"GALEN"
GAPLAGE 0TrMG:
RIGHT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
ARCHITECT-
STATE OF FLOR DA
yllw _ ,
mz 10/24/16
DCALE: 1 /4"=1' - O"
sir
G
A R C H I T E C T S
6
24'X24'X12'—
CONC. PAD
W/3-"5 BARS
E.W. ON
CHAIRS MIN.
3' COVER
(2 TYP.)
14'-2" 1 6'-2" 1 I0'-4'
4'
DI SLAB 1-3 3I2'
■ 8 DI
DI
■ ■ ■ ■ ■ ` ■ TYP.
— — — — — — — — — — — — — — — — E
DI
� EMEND
_ SL,4B 11!L'
�— DI 0'-0' ELEV. �■
4' CONC., REINF. W/ 6'xb' FIN. CONC. SLAB
�j WIAXWL4 WIWM ON 6-MIL POLY- - I
r. \'FI4 ETHYLENE VAPOR BARRIER ON`�'
L� fy s�WELL-COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
8'-It" dflra BORA-CARE 2e—Y ■
I �lp FF_1r:
�_. --- L-- STUB UPI �I
r II TO 2ND FLR
14 I' PVC—il 'X48'XI2' CONC. I ■ 13
L — J CHASE 2x6 II PAD W/3-5 BARS I DI
TO WALL" ONE WAY 15-S
ISLAND BARS OPP. WAY
\ _ _ c ON CHAIRS MIN. 3'
/ 1 1 pEp COVER ■
1 J -- -
SINK \B �� � _B 5
V 1 DI — 4' PVC
26'-Im' CHASE DI J 4' CONC.
— —— — ----- SLAB
m SLAB EXTEND
+ - - - BOLLARD II (COND.
ro 6B ASR'_Q. �1
0'-0' ELEV. DI PER BLDCs. _
I FIN. CONC. SLAB I N 1 g CODE 3 _m. I\ 3'
EDAU /3- 5 BARS
S I m LL`
EXTEND ■
SLAB 1 I2' ro 30'X30*X12" CONC.
I-U
L — DI — — — — — — MIN. 3' COVER I Z- U
J Ludo
■ ■ ■ ■ 24'X24'XI2' CONC. ■ 0m U
3 I2' ---� PAD W/3--5 BARS 'kCL d v
13'-4 3-4" E.W. ON CHAIRS ■ WU0
s MIN. 3' COVER
CONC. s SA
SLAB— �� — �� DI ■ IL B 0 SDI
1 ■ ■ ■ I � � I �5 I2' � J
5'-a' 2'-a' 11
IT-4' 21 4 __.._
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 5TH
EDITION (2014)
2' VTR
112'�i���.'
�1/2
1 1/2'y WASHER 1_2. 19
2•
I 2' LAv1
2' ' VTR
0
mI
IL I
TO
PED.
SINK
2' VTR
i
'V XQ 1/2, I
1 I2'�i�
ri 2'ILAV
3' WC
1 I2' I 2'
TUB v I 3'
2'
QlKTCHEN
SINK W/
AUTO VENT
PLUMBING RISER
DIAGRAM
SECURE STRAP TO
UNIT W/ (2) •8xl 1/4
A/C
SHT MTL SCREWS
UNIT
SIMPSON WE,ROLL
STRAP OR EQUAL
SECURE STRAP TO
ON,
CONC. W/ (2)-3/I6'X2-
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD s 12' FROM STRUCTURE
Design
GrouP".n c.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
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LOT 2
BLK 2
PMJM
04128.00 -02002
MODEL:
4EGB
"GALEN"
GARAGE BVMG:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHITECT'.
STATE OF^^FLOMA
4V / 1 i
D TM 10/24/16
SCA*-TM 1/4"=1'-0"
EIMWET
1
DOWEL PLAN
A 8 C N I T E C T E
6
Design
Grou 1nr.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngroup.eom
AA #: 0003i
rq
w
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SILVERADO
LOT 2
BLK 2
P1iOJECT#
04128.000-02002
MODEic
4EGB
"GALEN"
GARAGE S'vnKQ:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT-
STATE Cr- FLORDA
2 2VI
6
DP Tm 10/24/16
SC,&=. 1/4"=1'- 0"
slim=
IA
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS
0-4-
SAFE LOAD - POUNDS PER LINEAO�Fl�*T
2'-W(34.) PRECAST
2231D914ID09
3'-6' (4Y) PRECAST
2231
w'D
amb5
91D
4Dm6
5Da
OID
bMl
,D41
btD4
alb!
e»t
e9Dl
nemE
4'-0' (48') PRECAST
]S41
1191
3atm
95b1
lw
aml
g66
26E9
46mD
01D
ls4l
Ye'14
a
IIa00
4'-6' f54') PRECAST
ISSg
19DD
IB9
2.
4318
2EM
bl
a199
N,b
D4btID
6v4
I
5'-4' (64')PIECAST
1211'
N!e
IDla
lDbm
!¢a
41N
16b9
9m3m
99N
TN,
,
ova
5'-10'1192')PRECA&T
1.2
tlmB
Hie
D9I
2090
»H
3mm9
Nb
Ilbi
ffi3!
49bm
l
lei
b9
b'-b'(l8')PfEGAOT
�•
2m
3400
9mlI
a,o1
4aaa
MIMI
908
¢9a
2m
94Dm
D9N
blbm
1'-6' (%V)PR'ECAST
143
WI
n2E
»
12A
sY
aP4
bbaD
tdl
f129
b61
9Bae
6bN
eMI
M
9'-4' (112') PRECAST
554
DY!
92
IDm
b]5
w
]564
94r
1W
4
99m!
10'-6Y116')PR'ECAST
415
Dab
8BO
w,
2ml9
nn
2Db
]9bb
643
III
693
fOe
21H
41D4
II'-4' (136')PRECAST
362
sN
t9c6
1046
2aa
3M
4mm6
SN
Do
ION
2aa
a¢l
4mpr
W-W 044'1PRECAST
331
D'lm
54m
sTa
al9
¢54
Il54
I6D4
WL
115a
LW-
]Bms
gems
a862
95D1
I3'-4'(l60'PRECAST
2SI,
4li
{li
l9D
"DS
Im'I5
-
I4M
D!B
Ism
tar
2ae
an,
2Bea
14'-O'(16B'JPRECAOT
2-IS
l0s
Imm!
ws
tsST
20
lbam
4u
,m6
t5w
ws
!2.1
]¢,
26am
14'-8'lf16') ncsTle
NR
45D
lag
Dlm
I9M
.411
an
r¢
15'-4'1184') F266T!
NA,
w
tR
m
NR
4¢
io
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nn
2-
20
nM
111-4-
R
5a
wgI
2 l
NX
4e
nb
M
a
77-
K,
we
&Tie
Nip
25m
49m
664
w
IOa
mx
C
SAFE LOAD - POUNDS PER LINEAR FOOT
TTPE
LENGTH
aiLrt
g¢-rt
ens-R
artm-rt
bF]4-rt
i29-R
632-rt
?m-2f
aF¢-2T
il9-2i
Flm-
®24aT
BFH-2T
DRl2-2T
3'-6' (47') PRECAST
Dl,5
2655
Su
4-
la,
l,w
l i
DD9
3524
439t
526a
iw
leml
4'-O' (48') PRECAST
tl69
]-°05
3m6m
9DB
4Dlm
D9]5
DmiD
DD9
29m0
30i®
sob
4D,m
Da2D
bmi!
4'-6- (54') PRECAST
Wl
2m10
2-
9919
4mI9
4lll
9519
¢01
2m40
21m2
99
4mla
4111
991f
5'-4• (64•) PRECAST
we
nD
22,
2Bbe
99aa
-1
-2
eb
ne
vl6
uIe
SbD9
n61
io.
5'-10'!l0'J PRECAST
5m9
2M..9
a
4¢3
to
Dbl
2mem
2a59
Ul!M
al,
4D9
6'-6.08-) PRECAST
2a2D
Hml
Dsa
232
ll'-6•
(5O')PRECASTD2/
2
4
WlS'-4'(112')
PRECAST
H
2D
2
N4-.
10'-W026')PRECASTnn
RDw
2
12'-0-(144•)PRECAST
I. -I
-
86
DeD
4,m
950
liml
DD.o
13'-4'f160'PRECABT
4e
Dot
au
by
aB
,em
ID9
H
169
Wl
4•0'(68)PRECAST
In
14'-0- (le') PE9lm
m
b1
291I
Le4mv11
11
5-4'(184)01IIE6
224
]w3DDIHmD49a0,6222
¢16}r6
H,6rD5
WntI>eP4
l'-4•
l
l(17356264•)''1)1PF9IIQCTbDTT1IE1E
4l
21E1''--44''
b6
DmDM9DM22D4
ni
vl
O(2
e2r24
5l
a
0Y78a
¢4
¢4
w
1B
495
A,
-x,7
1
SAFF QN!"rTY LOADS FOR A^ PRECAST.17" RFCFSS DDOIR ILI INTFI S
GIDPGMN
SAFE LOAD -POUNDS PER LINEAR FOOT
TTPE
LENGTH
�'
awe- Blew enm elesD nett- w!D-
4'-4' (52') PRECAST
M9 avn 32am 4l45 gal 6499 ,D61
N%
b91 9D59 D206 Kn ambm SIID KER9
4'-6' (54') PRECAST
H51
DY 9m69 2Dal a56! 46N b5m4
rmb abn 52m6 Don amem D415 IBB19
5'-V (68')PRECAST
920 TO nb 22T1 2 A01` bob
ebe
lei 2461 4661 6bIY4 l wil
5'•10'/,0')PREGABT
„m
D5D bDa be>o 2¢4 2- all4 -
Ie 2a42 4242 l,b 1 Bl
b'-8' (8O'JPFiECABT
le'1
9ml � 9¢m sFB ll4l 94N ,960
9m1 D2D a¢m 9m4B ,59 5415
l'•6' [90•J Pff�CA6T
l5G H9m Sill, 514a l]99 9629
669
_L41L
lye H50 24D9 ills L-
W-W (116-)PRECAST
4Y
J!b 999 D6D 9 am 4mal Sus
9]6 tee Dbe 23D9 3¢D 4Dm DaDI
SAFF IIPI Ill 1 OARS FOR A^ PRECAST a 7'• RFI l Drl(TR I IA INTFI S
`WW-OWN
SAFE LOAO- POUNDS PER LINEAR FOOT
TTPE
LENGTH
4'-4' (92') PRECAST
�-
505m
IDba
n
]al,2
ew-P
9m56
aw-.n-n
9A1
sins-
MA
ee9o-
5H0
5m5
16l,D
2ab2
9m56
abl
44N
6Hm
4'-6' (54') PRECAST
abl
lem4
2212
2S5
36m1
a'15
4Dea
Kl
mm4
D12
lEa9
96mi
41w
4Da
5'-8' (689PRECAST
¢i9
f1E1
2326
laD2
a511
415
l6
IM9
f151
l92b
]w
a9N
aW
5'-10'(10') PRECAST
6x
wi
r
2m
2119
#
nDa
i»
nee
nK
149e
2111
blab
2-
6'-V (80.)PRECAST
Dim
Wll:
D3m,x
24
211111
ss
510
b8m
Dam
Dam
24a
lal5
MM
1'•6' (90')PRECABT
5mD
2964
n
!16
M6la
]al,
5mb
aye
1964
ns9
216b
2.1
296E
S'-e' (116') PRECAST
s�
4D
¢22
lee5„
2
955
560
ImV
Dr
no
2m.
.
L-2
3052-SH
L-s PATIO
------------
6068 S.GD.
8
(2) 3052-
I
I
I
I
0 II
1 11
%E
KITCHEN a I I
DI N N
cL�. . II
I 11
I -11
8'-8' CLG.
I it
I
I
0 �
PAN.
STOR.I
I I I
I I I I
8:-8• cLG. PWDR.
I I I
I I I I
II
FLEX
II
III
II
II
II
e'-a• cLG.
I
II
II FOYER
GARAGE
L- 4 306E W/
II
36'X10' TRANS.
i PORCH
16'-0'Xl'-O'OND.
L-1
LINTEL SCHEDULE
NOTE: THE LINTELS MAY ME SUBSTITUTED
WITH LINTELS FROM ANOTHER MANUFACTURER
AS LONG AS THE LINTELS ARE OF EQUIVALENT
OR GREATER CAPACITY THAN THE VALUES STATED
0
0
L- 2
<^wr6*94T4LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
Il'-4'
8F28-I15/IT
L 2
4'-6'
8FI6-06/IT
L 3
1'-6'
8F24-IB/IT
L 4
1'-1.
EFTS-ISAT
L 5
4'-6•
8F8-I15/ITAF�V
a :_
L T
5'-4'
8FI2-05/IT
L 8
9'-4'
W12-115AT
SF12-15/IT
MATERIALS GENERAL NOTES SAFE LOAD TA5LE NOTES
s Sere lead .nkp based en ratbrvl drlgn .-II
P� .e, I TYPE DESIGNATION
I. f c 8' pece9t IYllel = 40'E19 pal I. Provide full darter bad and head 1oNMa. ACI 3b end ACT 530° I. All value. based on minleul 4 Meh 1. Por cppwite IIMeI YplGGy%aae8 wt Mein,
2. 3 pr pw AS d IMLeI • 60mIP pal I. Shoe nlled IllAale ae reelulretl. IO. T exterior wrau of IdtNe Iretalled M extrlor eonaete nolnMal bearing. use safe bed hen mxtT hl,lghl ehwn.
3. Grov per AST" C4,i rg 30Om 3. Irulbllan or Ilrltel must eemply with tla erd4tecwel M Yxll have a mall of etueoo Ilad In ecradanu Exceptlan: bete loads fa vinlletl IlrMle Host B. For IlMele Isglhs not Moon, use safe load F •PILLED UpiN GId'Yff / u = -ILLED
I / nexmnal 3/8 plat, 6nd/or Nruaural doowunt.. meeorry ea rg app SEE SAFE LATERAL LOAD 1>. rsdua.d 2ms If been I th Is hem next < 11, shown
aPe w wIN A91M C-296 a oU,ar pproved ^^•tirlg. TABLES"LOAD RATINGS "g e118 (AIAIITITY 6 9 MBAs AT
ggrsgete e 0 to II Ind2 elu 4. U-LMiNe Ne mem2faclured with 5 IR' long Holden at II. LMtale loaded eMmearmue Ith vwtlul f avl Ire Wn 6 I/2 M2droe. 4 All ea/e be In units of panda p- Ilnrr rDDTTpy OF LDREL CAvnY
ummpp kJ w g ty ar FOR 9A ADDITIONAL
4. Concrete Mesorcy Unfts (Q'N) par the eMe W acoomodata veMleel cell reMtorcing and graxing. upllrU and haizoMel (bt>all bade Mould be checF d �DgOp q.p) q)LL 2- NR ' Noc Rated foM
ASTM C50 w/mini2wm net err 5. R IIIee the CART-CRETE Lud Deflaetlon Gaph bredTr6 fa Ua aembined badhe with the follawing ee{uatian- '. • CglR,� 3. Eats bade era eupwimpuesd eliowebb beG. m. All care 1-a based on blmplg supporwed
cdS2rrblve strength • mom pal for IMeI CI
IMorNtlen. 4. Seta lutle baeetl on grade 4m or grade 6O
9. Reber per ASTM D grade 60 b. Bohan field added mbar to be loutmd at the bottom ' . t.. Held mbar. II. The raenbr In the tpie pararapesre CJ KJ LJ 8'
6. Prrtrre eVdntl 4ETM A4W of the Wt.[ uvl applied yr -I aII E.ylpllsd Inrixe I lead rz' CLR TYP S. One n mbar ma ba eubetltuted fa• two Iblutr the sell ratluetlan for de 4m
In9 Fd LE 510
grade 7l0 low rebxetlu 1. l/3Y dbmeur wire eurcupe ero weldetl to the Safe v 1-1 lead Safa Merixenul bed 5 rebate M 8' IIMDIe only Rsld added rear. ge OU Tiny OF 5
1. Morler per AETM C210 typo M or 9 bottom Neel fa meClenlul enchxe9a 12. Additiabt bterel toed upecfty un ba 1215 IC£BAR 6. The drigrr nay evaluate concentrated Example 1'-6- 14He1 type 837-IB Safe I L Iff0A1¢ AT TOP a
B. Ceet-In•pleu eencete may be provided M eonpoNte IIN61 obtah+ed by tl>m drlgner by providing atldltlonel ralNorced GR40 - GR60 lode hoe tM wfe load tabby by gravity bed 6412ret w/ 15s: L NOMMAL H=_IGHr ,
In Ileu eI eenaele maeo,.y vote. conaete na above the llrxal. gee cola11 et rl ububiing tits naxmun rrl6tMg manrx aductlon.6412 (85) - 55OI pif � �-pa4ciu
°�E NOMMAL UOTH
and ahaar at d-away hem tau of support
A R C N I T E C T S
Design
Group IIR.-
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.ebdesigngroup.com
AA S: 0003325
F
W
W
V
0
a
V
W
0
F
C
a
U
0
rBLIK
k LOTRADO
T 2
2
PROJEC
04128.00 -02002
MODELS
4EGB
"GALEN"
GARAGE SIWMG:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
ARCHITECT
STATE OF FLORIDA
N
t I•I!1' CLEAR
cnu
3D IM 10/24/1.
SCALE: 1 /4"= V- 0"
GRQR
mlg3cmT
9 Town AT'IT"
uNrE1. uvlm
me
OOTTCI'I IV?IrFORCMG
I B
FRONDED M LINTEL
(vAPoE3)
If
BLK —
COLUMNS TO
8'-8' AFF.
(2 TYP.)
- O' 8'-8' I' m' 4' 8'
I i' -4'
2'-8°
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- 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 (R302.5.1) FBCR 5TH ED. (2014).
EXTERIOR MASONRY
WALL BRCS. HEIGHTS
8'®
LOAp BRG. WALL
UN.O. ON PLANS
SQ.FT. CAM'S
IST FLR_ LIVING
1019 $0. FT.
2ND FLR LIVING
1413 SQ. FT.
TOTAL LIVING
2432 SO. FT.
GARAGE
432 SQ. FT.
PORCH ELEV.'D'
81 50. FT.
10'X8' F'ATIO
80 SO. FT.
TOTAL ELEV. 'D'
3031 SQ. FT.
DBL.
TOP
PLATE e
nBAR DETAIL
COLPOIIWAIDCLAD NGWDLOAD$
BASIC 00 CIE FOR 3 SECOND
GM
OPENNGS
SQUA E
7JW
50 WH IM MU
IETAAIKS
AND TIRE
FOOTAGE
MIN. WINDOW
10
5
24/-33
CRITERIA
EXTERIOR SWING
IS
5
23/-31
DR. MIN. CRITERIA
54'D. MIN.
41
5
22/-2S
CRITERIA
16010 0.HD.
112
1 5
1 20AI-22.1
BASIC WIND SPEED MPH = 150 (Vuit) 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 07108fl5
A R C N I T E C T S
6
Desn
Grouo
no.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.000-02002
moD2;m
4EGB
"GALEN"
GA_nAGZ S'WMWa:
RIGHT
PA01M
FIRST
FLOOR
PLAN
150 MPH EXP. B-CC
ARC Hr ECT-
STATE OF FLORIDA
DP IM 10/241
9CAIM 1/4"=1'-O"
allz T
2
A R C N I T I C T E
2'-4' 12'-0'
DBL STUD
4X4
2-SH
2_SH 3052-SH
DRESS
(
SS EGRESS
I TEMP.
BDRM•#2
0' GLG.
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6'-4' 2'-4" 4'-0" DAT
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15 }READS o 10'
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----
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SHWR. PAN LAV. LAv.
CHASE
8-
4 0
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OWNER'S
- —
20
2OE0.b-5H ei SUITE
TEMP.H � "
3052-SH 3052-SH
EC RE56
4 4' 0 10" 8 5 0
21
4" 4"
SECOND 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
SPACE BETWEEN THE
AND THE WALL SHALL BE 2 1/4'
B 36'
HANDRAIL • 36'
V2X4 RE-INFORCII
NOTE: v
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR C-R055 SECTION WITH
A DIAMTETER OF 1 34•1 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 1/8'.
2. THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 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
1 NDRAIL DETAIL\L)ELA
SCALE: 3/4'=I'-0'
10'-0 3/4' 2ND FIN. FLR.
8'-8' SRG. WIT.
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014).
MIN. TREAD-10' MAX. RISER•1
42' H. I/2 —�
3/4. SAW MAX. VARIATION IN WALL W/ GAP
RISERS/TREADS ADJACENT TO
EACH OTHER 3/5' MAX.
VARIATION IN ANY
CONT.�
RISER/TREAD HANDRAIL
HANDRAIL
CIRCULARS SECTION
DIA. TO BE 1 3/4' . 1/4' OR
PROVIDE EQUIVALENT
GRASPABILITY WINDERS- MIN.
W WIDE • NARROW END MIN. II'
-
WIDTH s 12' FROM NARROW
END 34' MIN. HANDRAIL HGT.
O
OBIO
zQ �
S ml
I
0'-0' FIN. FLR
(2) LAYERS OF 3/4' PLYUIOC
OR (2) LAYERS OF 3/4' SUB
FLOOR MATERIAL RIP5 FOR
SOLID NAILING
SECURE TREADS TO STRINGER
W/l3)'S 3' 9CREWS a EA
STRWER, UNTHREADED SHAW-
TO EXTEND BEYOND THICIQJE5S
OF SUB -FLOOR SHEATHING
/ nB
/ FLR
/
3/4' KICK
/
I" "AX, PATE
/ STAIR DATA:
NOSING m'
/ 6R ® 154'
MIN.
15 TREADS
/
10.- V NOSING
V /
STOR.
p��y
U CUT TO FIAT /
z Q /
L Q /
w /
O
3-2x12 9YP STRINGER
/
REINFORCED W/2X4 SPF
W/CONT. BEAD OF
SUB -FLOOR ADHESIVE
/
PL_400 OR SIMILARE
2 X 4 RE-INFORCING.
/ m EA 2 X 12 STRINGER
EA HORIZONTAL RIAI
SECURE W/12d 6'-8' O.C.
-2X4ATTACHED W 10d STAIR SECTION
MASONRY NAILS 2X4 P.T.
SLEEPER MTO SLAB WITHM 8' 1-.� 9�µE• in•.r-a
OF EACH END, 32' OZ. MAX.
3/4' T4G SM FLOOR
GLUED 4 SCTaSWED
PER FASTENER
SCHEDULE
Design
GrouP".1
Sl N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774.6078
FAX 407-7744078
www.abdealgngroup.com
AA #: 0003326
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SILVERADO
LOT 2
BLKW 2
0412800-02002
MOD23LL
4EGB
"GALEN"
GARAGE 81WII'iG:
RIGHT
PAGE:
SECOND
FLOOR
PLAN
150 MPH EXP. B CCA
26
P TM D10/24,
9CALE: 1 /4"=1'- 0"
sI3EL'T
3
A R C N I T E C T S
STD. CALCS - OFF -RIDGE VENTS ONL
AREAOFATTIC
= 1486 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
= 1496/300
= 4.95
VENTILATION AREA XSQ, INCHES PER FT.(144)
= 713.28 SQ. IN -
MIN . REQUIRED VENTILATION
.5X 713.28
IN UPPER PORTION OF ATTIC
- 3%.645Q. IN.
DFF RIDGE VENTILATION AREA
= 1155Q. IN. FERVENT
356.641115
TOTAL N OF VENTS REQUIRED
= 3.20122
TOTAL#OF VENTS PROVIDED
- 4
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED(
/-26 -10 1/4' BRG. HGT.
SHINGLE
- ---- -
"- -
ROOF
BKTIIXiI OR
EQUIVALENT
_
12 j-
RAISED BAND
IS'-0 3/4' 2Np FLRGT.
16'-0 3/4' 2ND FLR
BRG. H
0
m
16'X62'
T/S' THICK 3 COAT CEMENT
'D'
m j
DECORATIVE
PLASTER OVER GRADE
PELT PAPER BACK METAL LATH
SHUTTER
OVER APPROVED HOUSE U.eAP
iv
Ll
2B
-
OR GRADE ' FELT PAMR
'D
r
.___._..._W4'GALV.'L'-TYPE
FLASHING SET IN
I
ROOFING CEMENT
e
2x6 LEDGER SECURED
FI8ETd5LAS9 SHINGLES OVER'30
10'-0 3/4' 2ND FIN. FLR -- _
_ _
_ _ _
_
_ _ _
10'-0 3/4' 2ND FIN. FLR
W/ I/4' x 4' LAG BOLT
WASHER s
FELT PAPER ON T/I6' OBB.
SHEATHING OR 1/2' CDX
W/ 2' DIA
24' O.C. MAX
PLYWOOD SEGIRED PER
B'-B' BFY.. HGT. _
_
_ _ _ _ _ —
— _
B'-B' BRG. HGT.
NAILING SCFIEDULE
LSU-26
2.6 RAFTERS
®®
x8'-S' BRG. HGT.
7
-
---LUS26 W/T4110d'4
4' RAISED
V
TO LEDGER AND (2) I0d'A
SAND CTYP.1
To 2x6 dole'
— 2X6 LEDGER
a
-
THREADED ROD 24' O.G.
2 ' O-C.
�
2 -m'
MAX SET IN SIMFWN
0'-0' FIN. FLR
_ r� _
_
_
_ _ _
_ _ =
0-0' FIN. FLR
HIGH STRENGTH EXPDXY
6' MIN EMBED.
Y
/2'THICK, 2 WAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FRONT
ELEVATION
�RooF c
S.G.D.
t1 SCALE: I!2' I'-0'
TEXTURED FINISH
IB'-0 3/4' 2ND FLR.rI
10'-0 3/4' 2ND FIN ._FLRk � _
8'_B' BRG. HG YT.,L._..
FIN.
REAR ELEVATION
TEXTURED FINISH
BRG, HGT.
2110 FIN. FLR.
J. V-S' BrYs. HGT.
0'-0' FIN. FLR.
u
ram. I
FAX: 407-774407a
Lwww.a bdesigngroup.corn
AA 8: 0003325
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SILVERADO
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041288,000-02002
moDaKu
4EGB
"GALEN"
GARAGE 8WING:
RIGHT
PAGE:
FRONT
& REAR
ELEVATIONS
150 MPH EXP. B
ARCHRECT-
STATE OF FLORA
46A
DA10/24/16
SCALE: 1/4"=l'-0"
8Eim=
JL/
of
A R C N I T E C T S
OFF RIDGE VENT 12
�6
OFF RIDGE VENT
IS'-0 3/4' 2ND
18'-0 3/4' 21JD FLR
BRG. HGT.
10'-0 3/4' 2ND FIN. FLR
I� O'03/4'_2ND FIN. FLR
12
8'-8' BRCs____ 1-KsT.� —
�6 _—_..._._ _ _ J�8'-8' BRG. HGT.
_ ■
v
0
0'-0' FIN. FL_ R,L _
0'-0' FIN, FLR
RIGHT
ELEVATION
TEXTURED FINISH
IS'-0 3/4' 2ND PLR.J.
T
1&-0 3/4'_2ND FIN. FLR-.
8'-8' BRG. HGTp�
0'-0' FIN. FLR_
LE
RIGHT ELEVATION
TEXTURED FINISH
18'-0 3/4' 2ND FLR
BRCS. HGT.
3/4' 2ND, FIN. FLR.
8'-8' BRG. HGT.
0-0' FIN. FLR
ocl
v. mppl�
1441 N. RONALD REAGAN BLV ..
LONG WOOD, FL 32750
PH: 407-774.8078
FAX: 407-774-0078
www.abdesigngroup.com
AA #: 0003326
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LOT 2
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04128.000-02002
M010=s
4EGB
"GALEN"
GArtAGE SMIMC:
RIGHT
PAGE:
LEFT &
RIGHT
ELEVATIONS
150 MPH EXP. B
ARCHITECT. -
STATE OF FLORIDA
z Ai A
a M 10/24/ls
OCALE: 1 /4"=1'- 0"
slam '1'
I
4Cs TO LAP
TO r ABLE
ION 12' MIN
E
TYP
FRONT ELEVATION
m-6' BUTTEWLY METAL LATH a WINDOW CORNERS
u u 1 u
WAl WAI 12
U U WA5
Typ MIN f'ilt�l
16A
�P' WA4
—
I4'-8' II'_g' WA 12'-4'
— 7 —
7B
WA
❑❑ TYP. ❑
tsB
WA3
TYP.
REAR ELEVATION
m-6' 5UTTEWLY METAL LATH ® WINDOW COMERS
A R C N I T E C T 8
6
Des�n
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PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003326
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04128.04100-02002
moDRIA
4EGB
"GALEN"
GARAGE 81FMC:
RIGHT
PAGE
WALL
ASSEMBLY
ELEVATIONS
150 MPH EXP. B
ARCHMECT
DP � 10/24/16
SCAM 1/4°=1'-O"
allswr
4Do1
RIGHT ELEVATION
RIGHT ELEVATION
A R C N I T E C T 3
G esi n
Ai N. RONALD KAGAAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
- - AA is 0003325
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MODEU
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"GALEN"
GARAGE SWMG:
RIGHT
PAGE:
WALL
ASSEMBLY
ELEVATIONS
150 MPH EXP. B
ARCHRECT-
STATE OF FLORIDA
20
DP TM 10/24/16
SCAB: 1 /4"=1'— 0"
8IiXmm
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_DRY STOP
g `OOR--------
FL
2X4 NAILER
PRE-Ew FOR DRAFT
FLR. TRUSS STOP
ELEV. VIEWNG. ,II
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DRAFT STOP
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DRAFT STOP
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PLAN VIEW
DRAFT STOP
DETAILS
WU-26 m E
ENTRY RC
TRUSS TO
FRAMING PLAN
CGA "/01/15
A R C N I T E C T a
Design
Group...
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA M: 0003325
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MODE .9
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OAI2AGE eNIIQO:
RIGHT
PAGE:
FRAMING
PLAN
50 MPH EXP. B-CCA
N
TM I 10/24/16
SCALE: 1/4"=1'-0"
Skims 1'
6
A R C N I T E C T S
TRUSS TO DBL STUD
W/ HTS-20
DBL STUD TO TRU55 MSTA-36
TRUSS TO 4X4 POST
W/ (2) MTS-12
POST TO BLK 14TT-4
II �� 11 II II II II I'll 11 11 Li II II 11 CJI
II II II II II II II II II
CJ3 II _ 110 III II m ccpp �„ GJ3
CJS = Q IQ IQ Q Q Q II II AI � Q 4 IQ 4
= CJ5
_ it II II II II I II II � � II II 11
—_ _ �I II II II II II II II II II II — —
L = = II II II II II II II II II II —
Au RIDGE � --
m I II II II II II
II II c -- — -- —m —
yo
-- I III I� II II II
I I tl
CZ
CJ3 1P" II MvK6 II II II II
II I II II _
B2 = _
TRUSS TO DBL STUD
W/ HT5-20
DBL. STUD TO TRU55 MSTA-36
TRU55 TO 4X6
POST (2) MTS-12
POST TO BLK
HTT-4
ROOF FRAMING PLAN
CCA 06/01/15
-TRUSS TO 4X4 POST
(2) MTS-12
POST TO BLK HTT-4
B4GE
Des�n
Grou .. .
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-77"078
FAK 407-7744078
www.abdesfgagrouP.com
AA M: 0003325
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LOT 2
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0441128 007-02002
HODalu
4EGB
"GALEN"
GARAGE ElfrMG:
RIGHT
PAGE:
ROOF
FRAMING
PLAN
ELEVATION
„D„
50 MPH EXP. B-CC
ARCHITECT
STATE OF FLORmA
M
DAF-PTM 10/24/16
SCALE: 1 /4"=1' — 0"
SHEW
7
CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
14TA 16-IS
1400
(1) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) Mod X 1 1/2, - NO I6d OPTION)
(2) META-16
1585
l21 HTA 16 -IS
2800
(10) 10d x 1 1/2' I -PLY, (USP: (10) 10.1 x 1 1/2')
1900
114) I6d 2-PLY (USP: NO Ibd OPTION)
WETA-16
010
PTA 16
ISIS
05110d x 1 112' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
HETA-20
1810
NTA 20
165
(5) 1od x 1 1/2' ]-FLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION
r
w
(2) HETA-20
2035
(2) HTA-20
3110
(10) 10d x 1 I2' I -PLY USP: (10) 10d x 1 1/2'
2500
Cl2) I6d 2-PLY (USP: NO I6d OPTION)
Z
O
LGT-2
2150
LUGT-2
ISIS
0) - 1/4' x 2 I/4' TITEN, 2 PLY (USP: 15LK (5)1/4' WB, WOOD (W.) 10d
V)
DETAL-20
24SO
NO USP CONVERSION FOR SIMP° DETAL-20
(I8) - 10d x 1 1/2, 1 PLY
MGT
396S
MUGT
4000
(U 5/8' A-TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) I0d TO WOOD)
HGT-2
1058o
NWT-2
5365
(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (8)Iod)
HGT-3 +
10530
HUGT-3
5365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. @' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
LGT3-SDS25
3285
LUGT-3
5330
(I2) SDS 1/4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' UIEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPfA
1555
(0) 10d x 1-I/1' (USP: (10) Mod x 112'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-SDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1555
(14) Mod x 1 I2' (USP: (14) 10d x 1 I2', (14) 10d)
HTS-16
1150
14TW 16
1660
(16) 10d x 1 I2' (USP: (16) 10d x 1 I2', (16) 10d)
14TS-20
1450
HTW 20
2045
(24) 10d x 1 I2' (USP: (24) 10d x 1 I2', (20) 10d)
HTS-24
1450
HTW 24
2045
(24)10d x 112' (USP:(24)10d x I I2',(20)I0d)
LSTA-12 +
525
LSTA 12
5l0
(10) Mod USP: (10) Ocl
LSTA-18 •
1235
LSTA 18
1360
(14) 10d USP: (14)104.1
MSTA-18 ..
13B
MSTA-IS
1315
04) Wd U5P: (14) Od
MSTA-24 ++
1640
MSTA-24
1150
(19) loci USP: (18) 10d
CL
MSTA-30 •+
2050
MSTA-30
2140
(22) I0d USP: (22) I0d
<
MSTA-36 •
2050
MSTA-36
2525
(26)10d USP: (26)10d
1--
MSTI-36
3800
KSTI 2-16
3050
(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
N
MSTI-48
So65
KTSI 248
4250
(48)10d x 112' USP: (48)10d x112'
H6
55o
LFTA 6
1555
(8) Sd TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 I2', (IS) 8d)
SP4
865
SPT 4
945
(6) I0d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A-44
395
MP 34
410
(4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 I2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST.
HCP2
645
HHCP 2
I010
(12) 10d x 1 1/2' USP: (10) I0d x 1 I2' TO TRUSS, (10) 10d X 1 1/2 TO PLATE
H10A
1340
RT I&A
21W
(I8) 10d x 1 I2' USP: (5) I01a x 1 I2' TO TRUSS, (8) 10d X 1 I2' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
(16)•SD9 1/4'x3' TO WOOD, (10)-609 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/6' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 1-1016
4940
TDX 10
5110
(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) l/6' THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(1) 5/0' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (12) I6d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000
PAU 66
2535
13815
(U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)Ibd TO WOOD USP: SAME AS SIMPSON
N
LTTIS +.+
1340
LTS It
1205
(1) 3/4' A.TA.T.R.IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (8A0d TO WOOD USP: SAME AS SIMPSON
O
LTT201B ++•
1500
LTS 20B
1105
(1) I2' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN GONG, (10)I0d TO WOOD
USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 1 I2', 2-I2'
=
()
Z
HTT4
4455
HTT4
4465
(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC, (18) SD-10 X I 1/2'(USP: (20) V d X 2-I2')
USP HAS MORE NAIL OPTIONS: (20) Od, (20) 10d x 1. 1/2', (20) I6d x 2 I/2'
Q
HTT5
5090
HTT5
5430
(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (26) Ibd X 2 12' (USP: (20) Ibd X 2-I2')
USP HAS MORE NAIL OPTIONS: (20) ICd, (20) ICd x 1- 1/2', (20) I6d x 2 I2'
HHDOII-SDS 25•
11010
UPHO It
120W
(1) 1- ATR N HIGH STRENGTH EPDXY, (MIN. I0' EMBED-) M CONIC, (24) SDS Y4• x 2h' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS)
HD15
6645
TDX 10
5110
(U 1/V A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS)
(n
MBHA 356/1125
3415
5330
NFM35Xl2U
3165
1130
SIMPSCN: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CP1A. TOP, (I) 3/4'
ATR IN HIGH STRENGTH EPDXY, MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18110d TO BEAM
USP: (V I2' J-BOLT W/ MINIMUM b: EMBED. 4 NOT LE56 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
f14) 10d AT JOIST
W
HUSG412 (WOOD)
3635
2660 (FLR)
HU54121F
3060
2530 (FLR)
(10) 16d TO HEADER, CIO) Ibd TO WOOD USP: GAME AS SIMPSON
3265 (ROOF)
3225 (ROOF)
QHUC410
(CMU)
I810
5085
WD410 IF
1505
M15
(IS) 1/4'. 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD.
=
HUC210-2 (CMU)
1810
5005
HD210-21F
IS05
3115
(0) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' US3 SCREWS, (10) lod TO WOOD
HUC210-3 (CMU)
ISIo
4000
HD210-31F
1505
3115
(IS) 1/4' x 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: CI8) I/4' x 3' WS3 SCREWS, (l0) 10d TO WOOD
LGUM21b-2-SDS
1430
55%
NO USP CONVERSION FOR SIMPSCN LGU-126-2-SDS
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I2' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY + SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
. WHEN ANCHOR EMBEDMENT 19 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMA). WALL MUST BE FILLED SOLID w/ GROUT.
+. lod COMMON NAILS CAN BE SUBSTITUTED WITH 10d x I 1/2'NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
V)
+ .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBUM EAM WILL BE 5% MINIMEMBEDMENT INTO THE FOUNDATION WILL BE'I'
LLI
I—
0
A7R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR 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 / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20S' , 'HIGH WIND -RESISTANT CONSTRUCTION C-WW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE ( MASONRY CATALOG
C-SA5-2012.
SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
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 DOUN STAIRS
SIZE
CLEAR SPAN
DBL 2 x C.
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
V-4' TO V-0'
DBL 2 x 12
V-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
8'-0'
UN.O.
4'-II 1/2'
l'-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
2 x 12
2 S
l/16' OSB
NAIL (3) 12d m 6'-V O.G.
FRAMING NOTES: I TYP. 2x12 BM./HDR. I
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG: -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MT5-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5, HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING: SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS,
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING,
8.1'ROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12,
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING: WALL STRAPS 4
DETAILS.
A R C N I T E C T S
6
Design
Grou �!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-774-4078
w .abde igngroupxom
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GARAGE BWMWG:
RIGHT
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50 MPH EXP B
ARCHITECT-'
STATE OF FLOPoDA
16
DP TM 10/24/16
SCALE: 1 /4"=1' - 0"
Bixx=
7.1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
y-y
125V OUTLET
]O AMP &Wk POLE
110V CUTLET
I10V CUTLET'
ro sand
GPI
IImV CUTLET
EOUIPEO W.GIBm FAH
NTERIPfER !TAMPER
RE"TANT TTPEJ
IW0 OUTLET
!{)WIRE CCNECTkw
----}��}--- UUpp
-IJ- Oil
WATE1l�IB�CP
OUTLET
✓ FAULT
ImRaR.PR
a1HtQi
BWITGN
S-WAT OPER
SWITCH
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'
WLLL MpMED
V^�4
'
LIGHT
CEILING LIGHT
�\ �
\
vAP01! PROT.F
LK,Ilf
I�GEBSED CN1
�Q\
WALL BCCN-E
PRE -WIRED
PENT. FtW
I CFM PER 90. FT.
VD]T. PAN
WILKaHf
I GM PER 80. FT.
V FI
y
(Il
1TTrT
rSPECSTac
EW Br
FLUO4'4�M�
>12' M
t-BULB LLRiP
2-d s
_ � ]'PLUOREBOENT
4' TRACK LK
0 PANEL
mimin METER
O' SD. = II! DETECTOR III�LH68CdY16!
BD. WALL MOUNTED BATT. DAac-Ip
SMOKE DETECTOR
MATT. aAIX-Ip W/
aARaDN MQ+DXIUE
® S/CODEIECf01! MTER-CCNECTED
aNAI-L BE A DIaTANCE
PEN LK
I
L1U
IV
TWL GAS
CUTLET
.
TELEPNG E JAOC
�
WATER (EATER
TO EF ELEVAtBD
DSC:CNECT
An¢ carrD
waccTrEa
TV.
TELENBION JACK
CEW Wi Dox I@ouMa
to eE suPl•oRrED w
OJ-DOx
ACCOI®.WQ W/ GO]
RDOD LKlIt
oPT. eEalRir
12TPAD
PD. Wall-d1TIR/ FOR CNR¢8
«-�• uaD PORE
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED m HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FISCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a 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 5HALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR PER
ED ,2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND l5% GF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER Fb.C. ENERGY
CONSERVATION (RE5IDENTIAL ENERGY
EFFICIENCY) 2014. 5th EDITION R404.1
I
PATIO
WI
SWITCH IN
CABINET GF1 0
OU�ET FOR WIRE Gij,FbAT
FUTURE MICRO. RV M
F.0 _z III ------—`k PRE -WIRED
CLG FAN r
5' 2
� -1 OUTLET GFI
T7 FOR DW \
REA HITCHEN / /
L_-J
/ I
GPI \ I --5
PAN.( �- y-(Td 2gID Fl,.<I
�C 51WI�GII4 I� t- T [
PWDR. STOR. J-- L-IL �J - A ---
WH
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I \
\
P RE -WIRED _ B. FOR \ AS REQ.
CLG FAN ® I U GARAGE PER BLDG, \ _
/ DOOR \ CODE
FLEX ,\
\ / FOYER
\\ / W
ILO,�,
KEYLESS z
FIXTUREGFI
GARAGE IRRIGATION
DOOR OUTLET m
PREWIR£ 46' AFF.
HIMES
WP
I GFI _J GFI
PORCH
iFF*1-------------r-- --
METER
FIELD
VERIFY
LOG.
FIRST FLOOR ELECTRICAL PLAN
150 AMP )=LEGTRIGAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2m14). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORI`1ER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
I-I/2" DIA SCHEDULE 80 PVG CONDUIT OR PROVIDE 3
4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
rrEc coDE rnl
HOUSE PLAN: MODEL "'GALEN"
LOAD INFORMATION
VA
zasz so FT Gln]arAL uaHrac x s vw PRR sQ FT
TzeA
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14)83 VA
3000 VA m 1009., REMAINDER 635%
NET LOAD: 6,949 VA
RANGE: 12,000 m 10% 8,400 VA
DRYER: 5,000 s 10% 3500VA
TOTAL I8049 VA
NEUTRAL AAPACITY: 18,489 / 240 l8 A
•2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 •I GU, I •6 CU GND 2" CONDUIT OR PROVIDE
3 •2/0 AL, 1 •4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
1519A/2P
MCS
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
6
I •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 GLAD GROUND ROD
A R C N I T E C T E
I.�SIIJ 1
Grou one.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abde3igngrouP.com
AA #: 0003325
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ELECTRICAL
PLAN
50 MPH EXP. B
ARCHRECT�
STATE OF FLOPoDA
mll
F'pvnrr -I
DATM
10/24/16
SCALE: 1 /4"=1'- 0"
EIHEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
125V OUTLET
20 arlP dWiE Pd.!
IIOV CUTLET
IIOV CUTLET
CVILET BAmD
To BWITCN
CFI
IIOV CUTLET
EOLa+m ulYd@D PaY
NTERIPIER RAISER
-
IE9BTtN! TYPE)
220V OUTLET
T4)IlllfIE C CTICN
a@
s
1 oE"'urie -
1 NTEia-jmR
W4
VP
'o
- - _
0
O SD.
9D.
® 5)CO
SUATCH
SWITCH
3-UWT OPER
SWTCM
4-WAT OFER
uuu rlc2xreD
LIWT
CEILING LIGHT
LWNT PROOP
RECESSED CAN
u,ei SCONCE
PRE-WRED
�BNT. PaN
1 Oi1 PER SO. PT.
VENT. PAN
WhkiNT
CM PER 60. FT.
Y c-6 TW BY
PEC'S (S
FLUORESCENT
LIGHT
2-BULB URAP
AROfD
2' PLUOI wiINT
4'PLU SOENT
4' TR4CK LIGHT
PANEL
FETER
xal¢ DaTacrom
Barr. Banc-Ir
ua
M
UWLL DETECTOR
SHCKE DETECTOR
GATT_ BaIX
_
CAFBGN MOHO%Ip!
DETaOOR
BATT. BAOC-IP uv
NTER-C R A DI. D
OHALL � A DIBTANC
PENDANT L-
LIB
�
TbA.3
►
TELVPH JAC<
�
uWTER NEATER
DBCQNVECf
TD eP �.vArm
CONDIT
DISvle COlECT
aTELEN&ON
JagC
ILNG BOX ReOAIIR!
JO
J•BO%
TO BE SUPPORTED N
ACCOI®ANCE W DO)
ROOD LK
OPT. SECURITY
I�TPaD
Fo PEL PUSH-BUTTON FOR CNN$8
�-�` uee PORE
IOiEg:
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 PEP
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (20I4).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI r ISLAND (NOT ON KITCHEN CIRCUIT)
DISHUTASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5013 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 RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
TOVI510N5 OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHTING MUST BE
SECOND FLOOR ELECTRICAL PLAN
fr A It C N I T E C T E
�rDeSMll
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngroup.com
1116 AA B: 0003325
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"GALEN"
RIGHT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
50 MPH EXP. B
ARCHITECT
STATE Cr- FLORIDA
�' 6 7 11M
TM 1 10/24/16
SCALE: 1 /4"=1' — 0"
BPECW
HVAC NOTES
L ALL MECHANI AL BQMrl' Kr AWALL= rRoVMXO YRTN row= CLEARANCE, FOR S6lVICM rm
MIS;
2 ALL DUCT ShSTl M INSTALLED N NON-CRORIOMM!D AMAA AH" W CONMTI NOW OF A VALUR
OF NO LESS, TNMN R-i RATNS: ALL OR" SMALL OE SEALED OMTW ftAS6 FM 4 MIASTM AND
NATALLBD AS PER FOCR Wn4 EDR10N C20M4) FECii WAL OLM CODE SECTION M:l:
A ALL RAX 01111GT6 SMALL OR APPROVED UL w LLAMA I AN DUCT AS PER NPPA I" 2-3J
4L NNMfSM AIR MAIM ALL tM OE LOCAT® CLOAB! TMAN 10 FT L FROMI ANY CWWM:Y OR VENT
OUTLET, OR 6ANTANY AWIIt VER OUTLET
S. ALL E)6WIST AND MUM Alt NLRT DUCT6, AWLL iDE CCNSIN== OF SP OOTM OALV. METAL
OR OTMEMt MNAININALS AA FM FI = WrM OPMON f1014) MICMW MCAL CODE SECTION &M
6. ENCLOSED SU OPM FLANCRIO SMALL OR CON67RIIGTED N ACCORDANCE TO FOCR S7M EDITION
(20M) MNQL4NMCAL CODE 6M
1L OA1FSt041% OONTAIMM EIATINIRMW SNOAO M 6PAS AND 614LANR OATMM FDf11MEs SMALL OR
MECHANICALLY VVINTED N ACCOICAWSI Wn4 FOCR ST14 RDTTION (301W 11EGYWCAL CODE
SECTION 40SL
a ALL D6iWSTED OATH ROOMS, SMALL HAVE IMDE"W DOOM FOR MA:04r AN TO OE
RRT1M!!D, TO RQWIL Alt IND04 STED.
% ALL FOE RATED CRLNS6 AND WALLS MALL WAVE AN APPROVED FM OR 191EAlTQQ
CA PMG LOCATED AT CIELM OR WALL FORTRATION AND DE SLMVM MMTW ACCiSS, DOOR6 TO
POINT DAMPER ALL DAMM M SMALL OE INSTALLED TO M4L 1E00M E OATI" AND FOM STN
EDITION (204M) MMiCHAINCAL CODE SECTION Mn
10. WISLLM AND OrPM fRb SMALL = PROVOW OT14 OALAWCM DAI VEM
NOTE
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING
O O
EXTERIOR WALL
PLENUM
T y
AIR RETUFa4
SUCTION AND LIQUID
AIR SUPPLY
y
REFRIGERANT LINES
1
AIR HANDLER
I�—
L
EXTERIOR WALL
y
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
y
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSING UNIT
-_
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL
BRONZE FL. F'L.
BRASS PLUG
r- 1
I I
INSIDE
CAULK 1
FIN. FLOOR
OR WALL
PITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 8240-K JOSAM 56000
SERIES NICKEL BRASS TOP
P.V.0 OPTI/SPEC
IV. SEE
aITE PLAN
OFLOOR SLAB CLEAN -OUT (TYPNT-
LEGEND
®
SI -MY AN PrP AW
m
MrAW AIR CELL
®
AIDE -WALL OR I WAY ONWIR
—
!OLD LINE- OIMTLY TIOSK
—
OROM LMt- PWRNN TINISK
1
OALAmcm DAMPER on COD
O
CRILM WOWS? FAN
CELM ID04A T FAN 4 L1SMR
O/A
OUTSIDE AMR
m
THOW40 TAT
02
FOAS-71 M AN GRILL
SECURE STRAP TO GONG CONDENSER
W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
'8XI 1/4' BHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
COUNTERSUNK
C.O. PLUG
6
SEE SPEC.
_ -�C
\`\\
71
..
- - - - - - - - - -
'k
.
FIN. GRADE -' q-
-R
OR PAVING T—_-T
FITTING OR
I
EXTENSION TO SOIL
OR WASTE AS
I
REQUIRED
I
Y
-
SITES
SITT N
LA
PLAN
vEXT. GROUND
CLEAN -OUT (TYPN)
T
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR 06/15/14
A R C N I T E C T A
6
Grou i .n
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngmp.com
AA 4: 0003325
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DATE: 10/24/16
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CONTROL DATE: 07/01/15
A N C
Design
Grou
U N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
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MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHfTECTT
STATE OF FLORDA
DP TM 10/2411.
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C9 SIDES:
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H28 EA
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AT US' CO. MAX WITH l'
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SCALE: I/1'•I'-m'
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FASTENER SCHEMULE
ROOF DIAPHRAGM
re R rc suaux cxw NaLs • a• oc.
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
USE 1/16' OSB. OR 1/2' CDX PLY WITH •9 RING SHANK GUN NAILS AT 4' OL. AT
SUPPORTED PANEL EDGES AND •8 RING SHANK GIN NAILS AT 6' CO. AT
_ * Lm**ar+Ew es
GRADEI CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENINGS
PRE -FEW.- TRUSS
INTERMEDIATE SUPPORTS. SEE DETAIL.
DBL. 2X TOP PLATE
ROOF SHEATHING TO GABLE END FRAME
'a
USE •6 GW NAILS a 4. O.C.
'
EXTERIOR SHEATHING
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TOP OF
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NAILS AT 6' OL. At
TOP i BOTTOM
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PANEL AND '8 RING SHANK GUN NAILS AT 6' CO. AT
GUN
ie
J
z � �
2X STUDS I6' O.C. MAX.
e
INTERMEDIATE SUPPORTS. SEE DETAIL.
w _ $RING SHANK GUN NAILS
s 6' O.C. IN FIELD
2X BTM. PLATE
a
.
NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
AN
(
3/4' FLOOR DECKING
�+
I
NAIL REQUIREMENTS
SIZE HEAD I LENGTH DIA. ITENSILE 9T
ed ROUNDMODIFIE 2 3/8 .113 1 110000
T
NOTE: NAILS TO BE MPG. BY MEMBER OF INT.
TOP CORD BLOCKING AT 4'
CO.2X4OR
MAX IN FIRST 2 FRAMING�ryry
SPACES AT EACH END.
10
RAFTER OR TRIIS
o -
W
Z
Z� -
IV
: U
F
-
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING <OSB. TO BE STRUCTURAL GRADEI
PRE- ENGINEERED o
FLOOR TR199
4 BOTTOM eCONT
HEtA-16
BLK WALL
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
ROOF SHEATHING
;q
O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
- -
P
e
W/ 1/4' GAP FROM BLK TO OSB.
2X4X4' SECURE TO TRUSS W/ 3-I2d
3. 16 TO 2m RINGS PER INCH
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
6'-8. O.C. MAX TYP•
4. 0280 INCH FULL ROUND HEAD DIAMETER
r m 18 2' DECK SCREWS a 6'-8'
O.C.MAX a EDGES 4 12' O.C.
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTER"
2X4 SECURE TO 2X4 BLK W/l-12d
5. 2 INCH NAIL LENGTH
p
w
MAX FIELD. UNTHREADED
O3 REMAINING AREA BREATHED FROM DBL. TOP
SECURE TO BLK W/ META-I6
!
-
a . 'THANK
PLATE TO HORIZONTAL BLOCKING.
TEXTEND BEYOND'
THICKNESS S OF SUB -FLOOR
®SHEATHING •TOP OF U100D FRAMED WALL TO BE
C
ROOF 5NEATHINGz LAYOUT
�;. BREATHING
STAGGERED MIN, OF 16' FROM SHEET BELOW
Q INSTALL ALL SHEET$ WiFACE GRAIN PARALLEL
BUILDING LENGTH
rc
P
TO STUDS
AND ENDUTALL BRACINCs
___ 7Yp
EM. SHEATHING ATTACHMENT
2'-0 "EXTENSION ® OPT SERVICE DR.
8 NOT USED
FOR GABLE END FRAMING
FOR
STRUCTURAL
WALL SHEATHING (096 TO
GRADE)
BE
TYP. 3/4' T4G SUB -FLOOR DECKIW.s GLUED 70
Fi' XT. WALL I SHEmATHING
(may/
SCALE: I/2'•I'-m'
ALL EXPOSED MEMBERS
A R C N I T E C T 5
6
Design
Grou
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
F
W
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0
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Z
F
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C
F
A
F
ST mry a LOT.
SILVERADO
LOT 2
BLK 2
PROIEC
04128.000-02002
MODEU
4EGB
"GALEN"
GARAGE aware:
RIGHT
PAGE:
MISC.
DETAILS
50 MPH EXP. B
ARCHrrECT-
STATE OF FLONDA
D TM 10/24/16
i9z�T
D 2
FIBERGLASS SHINGLES
OVER •30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON
SHEATHING OR �' CDX
PLYWOOD SECURED PER
_ FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
CONSTRUCtIOf
F- I •
iEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR J' HIG
TRENGTH CLG. BOARD
:ONG. 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) 45 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4' = I'-O'
1/16' OBB. OR }' CDX
-TYVEK BUILDING WRAP
-FORTIFIBER BLDG PAF
-GALv'D MTL. LATH
-1/8' TEXTURED
FINISH ® WOOD
-la' TO W MID WALL
WEEP SCREED
Z li
<i J
S' CMU
5/8' TEXTURED
FINISH 9 MASONRY
WEEP SCREED
DETAIL C WOOD TO
2 L UV nA l.UININ.
SCALE: 1 1/2'= I'-0'
a' cm
Y' DRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR R9052.1 ON Z'
O.S.B. SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBAGK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
CONDITION.)
I6 O.S.B. SHEATHING OR }'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/&' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15ER
JUM50TEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8' O.C. MAX
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BR<
IS PRESENT
PRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
m" W/ (2) 12d's B EACH TRUSS
rYP. TO BE INSTALLED e MID.
o.
POINT OF TRUSS SPAN, OR
10'-0' O.C. MAX.
SECURE 2x6 PT. PLATE TO
I)
BLK W/ J'x9' ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
__
HIGH STRENGTH EPDXY 1'
1
EMBED. MIN. 0 32' OC MAX.
—
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
w
DIRECTLY TO MASONRY
L
m�
0
1'X4' OR I'X2' P.T. NAILER
Ix4 PT. OR % -X4'MN. SECURE
❑
THRU FRAME /EXTENTEND I-Y.'
INTO
INTO BLOCK W/ ar.' TAPCONS
OR DRIVE PM
(INK SHANK SIZE .145
MM. HEAD SIZE 380
MIN. EMBEDMENT 1-Y'
WITHIN 8' 6 EACH END 1 IS-
O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 514 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
Un1 WINDOW TO BLOCK +3/4 OR +5/4
t1
SCALE: 1'.I'-0'
2X4: CM
SECURE TO BLOCK W/ V
TAPC/ONS OR DRIVE PIN
(MIK SHANK 812E J45
MIN. HEAD SIZE WO
MIN. EMBEDMENT I Y')
WITHIN 8' OF EACH END 1
IS- O.C_ MAX SPACING.
2X8: CM
SECURE TO BLOCK WP
SECURETAIPGOTO
N
DRIVE PM
(MIN. SHANK SIZE J45
a
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.'1
WITHIN e' OF EACH END 4
18' OC. MAX SPACING.
8, CI'lll
2x8: ®
h DRYWALL
SECS TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
I'XI'X4' OR 2' P.T. NAILER
4
(MIN. SWANK SIZE J45
DOOR CA51N's
MM. READ 912E 300
DOOR JAMB OR WINDOW
MM. EMBEDMENT I Y.')
ATTACH TO 2X PER
WRHM 8' CF EACH END 1
1. O.C_ MAX BPACW..
MANNFACTUREB DETAILS.1
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK WINDOW+1"-1/2 "
TO BLOCK +1-1/2"
SCALE: I'. F-0'
1—STORY GABLE
BLOCK WALL
Uri SCALE: 3/4'=1'-O'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK t
(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
a 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
2x4: CM
SECURE TO BLOCK W/'L'
TAPCCNS OR DRIVE PIN
(MIN. SHANK SITE .145
MM. HEAD SIZE 380
MIN EMBEDMENT I Y.)
WITHIN 8' OF EACH END 1
IS- OL. MAX SPACIW-
SECURE
SECURE TO BLOCK WPIN
TAPCONS OR DR PIN
NOTE: STIHIGTURAL 2X MUST
BE ON dUT81DE /SECURED
4
(MIN. SHANK SIZE .145
THROUGH NON-ST(d1CTURAL
MIN. HEAD SIZE 300
%' TAPCON MIN. I-Y'
MR EMBEDMENT 119
EMBEDMENTINTO BLOCK
WTHIN e' CP EACH END 1
8, CM
MAX SP%INKx
J5• DRYWALL
2X8: ®
I'X4. OR I'X2' P.T. NAILER
SECUR' TO BLOCK W/2_%.
iAFCGNB OR DRIVE PIN
7(�' OSJS. X 4' MIN
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I V)
ATTACH TO 2X PER
WITHIN 8' OF EACH END H
B' O.G. MAX SPAGMCx
MANUFACTURES DETAILS.
NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
C) SCALE: I'.1'_e•
2X4: cm
SECURE TO BLOCK W/ 9(
TAPCONS OR DRIVE PM
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.')
WITHIN 8- CF EACH END 1
B' D.C. MAX SPACING.
2xb: CEM
SECURE TO BLOCK W/U-)W
NOTE• 5TRIIC7URAL 2X MUST
TAPCONS OR DRIVE PIN
BE ON OUTSIDE 1 SECURED
(MIN. SWANK_ SIZE J45
THROUGH NON-STRUCTURAL
MIN HEAD SIZE 300
9(' TAPCON MIN. I-Y.'
MIK EMBEDMENT IY')
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END 4
8. CMU
10' OL. MAX SPACING.
Y• DRYWALL
2XB: ®
SECURE TO BLOCK W/2.%
I•X4' OR I'X2' P.T. NAILER
TAPO" OR DR11 PM
I' P.T. X 4' MM.
(MIN. SWUM, SIZE J45
DOOR CASING
MIK HEAD SIZE -00
DOOR JA'1B OR WINDOW
MIK EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN H 8' OF EACEND 1
18, OL. MAX SPACING.
M.A.. DETAILS,
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )'4')
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE: V-U-0-
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
OVER a30 FELT PAPER
TRUSSES WHERE 'X' BRACING
INSTALLED PER FBCR
IS PRESENT
R905.2.1 ON a' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
P.T. Ix2 W/ MTL. DRIP EDGE
12d's o EACH TRUSS
2x4 OR 2x6 SUB -BAND m.
TO BE INSTALLED 51 MID. POINT OF
PER ELEVATIONS TYF_
TRUSS SPAN, OR 10'-0' O.C. MAX.
VENTED ALUM. SOFFIT o.H-
SEE ENERGY CODE FORMS
STIFFBACK AT ALL
FOR INSULATION R-VALUES
UPRIGHTS OVER 4'-10'
a' GYPSUM BOARD OR
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
FOR SIZE 4 CONDITION.)
BOARD
I, O.S.B. SHEATHING OR
2x4 NAILER
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
2x4 s 24' O.C. o INTERIOR
ON SHEET D5
KNEE WALL
1/8' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
PORTLAND CEMENT PLASTER
(I) 05 REBAR CONTINUOUS
OVER EXPANDED GALv'D
METAL LATH ON FORTIFIBER
PRECAST LINTEL
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
PAPER OVER TYVEK
PER MANUFACTURES
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
WEEP SCREED
(1) 05 REBAR VERTICALLY
(SEE DETAIL 2)
W/ CONC. POURED CELL
SECURE GABLE TO 2x6 P.T.
I x2 P.T. FURRING STRIPS
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ %'x9' ANCHOR BOLT
8' CMU
W/ 2' WASHER SET IN SIMPSON
GYP. WL. BD.
HIGH STRENGTH EPDXY 1'
WOOD BASE
EMBED. MIN. -a 32' OC MAX.
V THICK, 3 COAT
PORTLAND CEMENT
f ,
PLASTER APPLIED 1
DIRECTLY TO MASONRY o
�o
1—STORY GABLE
W/ VAULT CLG.
UBLOCK WALL
SCALE: 3/4'=I'-0'
2X4:
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE A46
MIN. HEAD SIZE 300
MIN. EMBEDMENT I V)
WITHIN 8- OF EACH END /
IS- D.C. MAX SPACING.
2X6: CM
SECURE TO BLOCK W/2-%'
TAPCON8 OR DRWE PIN
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE 145
BE ON OUTSIDE 1 SECURED
MIN. HEAD SIZE 300
THRCYaH NON-STRUCTURAL
MIN. EMBEDMENT I Y')
' TAPGON MN. I-Y'
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
IS' O.C. MAX SPACING.
a, cm
2Xa: ®
H' DRYWALL
SECURE TO BLOCK WPIN
T OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
IN, SHANK
(MIN, aHANK 812E .145
DOOR CASING
MM. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I ')
gTTACH TO 2X PER
WITHIN a' OF EACH END 1
IS' OL. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
L SCALE: I'.I'_0•
2X4:
SECURE TO BLOCK W/ j(
O
TAPCO45 R DRIVE PIN
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN EMBEDMENT I YN
I8' S' OLHIN 8' OF EACH EEND 1
. MAX SPACMCc
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 1 SECURED
THROUGHH NON-81RJCTU24L
2X8: ®
)W TAPCCN MIN. I-V
SECURE TO BLOCK W/U-%'
EMBEDMENT INTO BLOCK
TAPCONS Oe DRvE PIN
(MIN SHAl, 812E .HS
❑
8 Q"A/
MM. HEAD 812E 1l00
K' DRYWALL
MIN. EMBEDMENT I Y')
WITHIN a' OF EACH END 1
I'X4' OR I'X2' P.T. NAILER
18' OC. MAX SPACING.
2ND 2X SECURE To
2X8 ®
STRUCTURAL MEMBER .211:
SECURE TO BLOCK W/2-%'
WITHIN 8' OF EACH END 1 6'
TAPCONO S R DRIVE PIN
TO 8' OC. MAX
(MIN. SHAIG SIZE J45
DOOR CASING
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIK EMBEDMENT IV)
ATTACH TO 2X PER
WITHIN by OF EACH END 1
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),,')
DOOR JAMB TO BLOCK +T
F WINDOW TO BLOCK +T
SCALE: I••I'-0'
NOTE:
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 4869 TYPE IV, OR ASTM D 6151
2X4,
SECURE TO BLOCK WAi•
TAPOONS OR DRIVE PIN
(MIN. SHANK SIZE 145
MIN HEAD SIZE _W0
MIN EMBEDMENT I ')
WITHIN 8. OF EACH END 1
10' O.C. MAX SPACING.
2X8: ®
SECURE 70 BLOCK UN-V4'
NOTE: STRUCTURAL 2X MUST
OR DRIVE PIN
BE ON OUTSIDE 1 SECURED
(MIKTAPSWANK
(MIN. SHANK 812E J45
THROUGH NON-STRUCTURAL
MIN. READ 917E 300
){.' TAFCON MIN I-Y.'
MIK EMBEDMENT I Y.•)
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END 4
10' OC. MAX SPACING.
��
a- CMU
U:
2Xa: ®
K' DRYWALL
SECURE TO BLOCK WA-1/4.
I'X4' OR I'X2' P.T. NAILER
TAPCCNS OR DRIVE PIN
k' OSJS. X 4' MIN.
(MIN. SHANK SIZE .145
MIN HEAD SIZE 300
DOOR CASING
MIN EMBEDMENT I Y.')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END*
IS, CC, MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: I'•I'-0'
2X4:
SECURE TO BLOCK WAS
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN HEAD SIZE -A"
MIN ErlewmNT I Yi)
WITHIN 8' OF EACH END /
18' D.C. MAX SPACING.
2xb: CEO
SECURE TO BLOCK WA-V4'
TAP'C," OR DRItiE PM
NOTE, 9TRUUCT. 2X MUST
(MIN. SHANK SIZE J45
BE ON OUTSIDE 1 SECURED
MIN HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT I Y)
%' TAPCON MIN. I-Y-
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
IB' O.G. MAX SPACING.
8, CMU
2X8, ®
DRY
1S WALL
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
I'X4. OR 1-* P.T. NAILER
(MIN. SWANK SIZE J45
I' P.T. X 4- MIK
MIK HEAD SIZE 300
DOOR CASING
MIK EMBEDMENT I Y4')
WITHM 8. 6 EACH END H
DOOR JAMB OR WINDOW
IB' OL. MAX SPACING.
ATTACH TO 2X PER
MAUFALTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.-)
DOOR JAMB TO BLOCK
+3 3/4"
ruZ WINDOW TO BLOCK
+3 3/4"
SCALE: I'•Y-0-
A R C N I T E C T i
6
Design
Groulrn�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-W78
FAX: 407-7744078
www.abde igngroup.com
AA N: 0003325
w
y
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0
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0
U
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auumv. ae LOT
SILVERADO
LOT 2
BLK 2
Fmoi =T#
04128.000-02002
moDll i
4EGB
"GALEN"
GARAGE 81WING:
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCF ECT:
STATE OF FtOPoDA
w,
UT
DATM 10/24/16
B*xmw
Ili`3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR J'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIF15ER JUM50TEX
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. 6 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR FRAME
SCALE: 3/4'=1'-0'
SEE N CODE FORMS
INSULATION NSULAULA TION R-VALUES
1' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UNDOW SILL
?x STUDS 6 16' O.C. MAX W/
NSUL., SEE ENERGY CODE
:OR`9S FOR INSULATION
2-VALUES
i' T 4 G 5U5FLOOR GLUED
4ND SCREWED AS PER
:45TENER SCHEDULE
IRE-ENG FLOOR TRUSS
'INSTALL PER MFG, SPECS.)
�' GYPSUM BOARD OR
41GH STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK W/
'I) 05 REBAR CONTINUOUS
BEE ENERGY CODE FORMS
:OR INSULATION R-VALUES
(RECAST LINTEL
JJINDOW ATTACHMENT AS
-ER MANUFACTURES
5PECIF ICAT IONS
'RECAST SILL
:I) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
to 16' O.C.
8' CMU
V2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S.S.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS a+ 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 9 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
D.S.B. SHEATHING OR J' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/6' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIF15ER JUM50TEX
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. g TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT, 2x4
IS FOR WALL SHEATHING
NAILER)
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
-A FLOOR FRAME
SCALE: 3!4'=1'-0'
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's o EACH TRUSS
ENERGY CODE FORMS
INSULATION R-VALUES
1' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS m 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4' T 4 G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
1' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 45 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD SASE
FIBERGLASS SHINGLES
OVER 130 FELT PAPER
INSTALLED PER FBCR
R5052.1 ON a' 0.8$.
SHEATHING OR 1' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x8 SYP e2
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
S REBAR 9 16
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN,
SEE ENERGY
CODEFORMS�
FOR
INSULATION
R-VALUES z w
r Q 2 Q
_i [l!
WALL1-1
SECTION -I
WOOD
FRAME TO 3
1B LOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 9 EA.
2X8 STUD
DRY WALL
}' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
,w 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
0 16' O.G.
8' CMU
I/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 40' LONG
W/6' HOOK 0 24' O.C.,
MIN. 24' IN SLAB
2'-0" (MIN.
IN SLAB)
i ° 9
°
4' CONC., REINF. W/ 6'x6'
a_
WI.4XWI.40 WW`1 ON 6-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) «5 REBAR ON CHAIRS
2x STUDS a IV O.C. MAX W/
11c 0.5.8. SHEATHING OR }' CDX
2x STUDS o 16' O.G. MAX W/
NOTE:
INSUL., SEE ENERGY CODE
PLYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE
PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-vALUES
p5
R-VALUES
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4' T 4 G SUBFLOOR GLUED
1/8' THICK, 3 COAT PORTLAND k
4' T 4 G SUBFLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
AND SCREWED AS PER
CEMENT PLASTER OVER
AND SCREWED AS PER
PERMITTED BUT MUST BE PER ABTM D226 TYPE
FASTENER SCHEDULE
EXPANDED GALV'D METAL LATH
FASTENER SCHEDULE
II, ASTM D 4865 TYPE IV, OR ASTM D 6151
ON FORTIF15ER JUMIBOTEX
GRADE 'D' PAPER OVER TYVEK
3/4' T 4 G SUBFLOOR GLUED
BUILDING WRAP (REFER TO
AND SCREWED AS PER
STUCCO SPECS FOR COMPLETE
FASTENER SCHEDULE ON
INFORMATION)
SHEET D2
2x4 CONT. e TOP AND BT. OF
FLR TRUSS (TOP 2x4
PRE-ENG FLOOR TRUSS
SUPPORTS BT PLATE OF 2ND
PRE-ENG FLOOR TRUSS
FASTEN 2X4 RIBBON (P.T. 0
FLR, BT. 2x4 IS FOR WALL
CMU) W/ (3) 12d NAILS 9 EACH
SIMPSON HETA-16 EMBED.
SHEATHING NAILER)
J' GYPSUM BOARD OR %'
TRUSS
STRAP g 32' O.C_ MAX VERIFY
WEEP SCREED
(SEE DETAIL 2/D3)
HIGH STRENGTH CLG.
BOARD
PRE-ENG FLOOR TRUSS
W/ TRUSS PLAN
EMBED. STRAP VERIFY
(INSTALL PER MFG. SPECS.)
' GYPSUM BOARD OR
W/ TRUSS PLAN
CONIC. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
%' THICK, 3 COAT PORTLAND
(1) 45 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
CEMENT PLASTER APPLIED
(I) "5 REBAR CONTINUOUS
DIRECTLY TO MASONRY
RIBBON
FLOOR CONNECTION AT PARALLEL/
2 PERPENDICULAR PRE-ENG FLOOR TRUSS
@,FASTENING DETAIL
SCALE: 3/4' = I'-O'
SCALE: 3/4' = I'-0'
A R C N IT E C T!
Design
Gr w �.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 J
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][ODEL:
4EGB
"GALEN"
GARAGE SIRNG:
RIGHT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
%J50 MPH EXP. B
ARCHITECT:
STATE OF FLORIDA
s
P TM D10/24/16
SCALE: 1 /4"=1'— 0"
8*xwzT
D4
PRECAST LEADEWMIW
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
r PROM EACH END AND IB' "
OC. MAX MIN 1-1/4' EMBEDMENT,.2
2 X 6 MIN 2 X 3) 2-3A6 TAPCON Ni
ORDRIVE PIN (MIN SWANK SIZE.145 w'
MIN HEAD SIZE 300
MIN EMBEDMENT I
8' FROM EACH END AND b'
OC. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3A6 TAPCCN
OR DRIVE PIN (MN SHANK SIZEJ45
MIN HEAD SIZE 300
2X4 $OLID BLOCKING
MN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
a. FROM EACH END AND 18'
MIN. 2-Qd PER BLK EA END
OL. MAX. MN I- 1/4'EMBEDMENT
1/16' O'./B SHEATHING
CMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: 12'•I'-0.
DBL. TOP PLATE
2X4 lb'OC. MAX
SECURE 2X4 TO
D Wn-12d 6'-8'
SECURE 2X4 W/
EMBEDMENT I V W/IN
a' EA END NOT TO
ARCHWAY
EXCEED IB' or_
MAX
2X4 SOLID
BT. PLATE
BLOCKING SECURE
1/2, PLYWOOD.
TO SHEATHING WITH
OR lA6. 09B.
MIN 2-12d PER BLK
EA. END
EXTERIOR ARCHWAY
v SCALE: IR'•I'-0'
lO. l/tj OBB. OR IV PLYWWD SHEATHING
2Q. 30 SLOG. FELT
Q 24. WIDE 26 GA. GALVANIZED METAL
FLASHING
O MUST ADD DI6T0, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
O5 FIBERGLA66 SHINGLES
TRUSS
I/2' CLG. BOARD 4 TENT.
SIMPSON 8P4 2X4 DBL. TOP PLATE
+EVERY 1/2' DRYWALL
OTHER STUD 2X4 WOOD STUDS -16, OL-
UNO. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32' D.C. MAX
IR'XS' AB. 32. OL.
CONK. SLAB
2 -3'. CON.
1-STORY
INT. BEARING WALL
6 SCALE, I/2'•P_0:
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
SIMPSON
SP4
EVERY
OTHER
STIR
DBI.. TOP PLATE
2X4 I6. OL, MAX
SECURE 2X4 W/ 2-v
TAPCGN6 OR DRIVE PIN
(MIN SHAW SIZE .148 MIN.
HEAD SIZE 3CO MIN.
EMBEDMENT I V W/IN 8'
EA. END NOT TO EXCEED
IS' O.C. MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
EXTERIOR ARCHWAY
PRECAST HEADER(MIN)
2 X 4 (MN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MN SHANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' PROM EACH END AND B'
OL. MAX MN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3A6 TAPCON
OR DRIVE PIN NK (MIN SHASI2EJ45
MIN HEAD SIZE 300,
MIN EMBEDMENT 1 1/4')FROM8'
FROM EACH END AND IS'
OL. MAX. MN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIM145
MN HEAD SIZE 300
1/16' OM SHEATHING
MN EMBEDMENT 1 1/4')
2X4 16' OL. MAX
a' FROM EACH END AND IS'
(LLFEN OVER 16' N HEIGa14TJ
O.C. MAX MIN I-I/4' EMBEDMEiNT
2X4 SOLID BLOCKING —
SECUR TO SHEATHING W/
MIN. 2-12d PER BLK EA END
ARCHWAY DETAIL
16 AND UP
`t SCALE, I/2'•I'-0'
v CLOSED VALLEY FLASHING DETAIL
JNTB.
DOUBLE TOP PLATE
2x4 CONTINCUS STRESS
BLOCKING MID WALL
2.4 STUDS • 16' OL. MAX,
UON
J' T 4 GO" OOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-96 • 32'
O.C. MAX
PRE -ENS FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINODUS STRESS
BLOCKING MID WALL
2.4 STUDS • 16' OL. MAX,
UOJJ.
1/2' GYP. lu.. BD.
SECURE BT. PLATE TO 9LA!
W/ I'x9' ANCHOR BOLT W/ 2'
WA844ER SET IN SIMPSON
HIGH STRENGTH EPDXY l'
EMBED. MIN.
SIMPSON SP4 • 32' O.G. MA:
INT. 2-STORY LB.W.
51—ALE: 1,12'•1'-0-
PRE-ENG TRUSSES OR
CONY. FRAMED RAFTERS
j' OBB. SHEATHING OR }'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3112db EACH END
2. DOABLE TOP PLATE
STUDS • 16, OL.
MTS-12 • EVER STUD
2X4 BT. PLATE
DORMER
8 ATTACHMENT
SCALE: I/2'•1'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/I-12d8 6'-8' OC- MAX.
1/8' TEXTURED FINISH
1/16. OSB SHEATHING
2 X 4 16' OL. MAX
(WHEN OVER 16' IN HEEGHT.)
2 X 4 (WHEN OVER 16' IN HIEGHTJ
1/4' TEMPFFM MASONITE
GLUE 4 NAIL WSd'S 8'-12' OO.
IF NEEDED.
2 X SOLID BLK'G - ARCH
SECURE UW2-12d EACH END
MANUFACTURERS SPECS.
MTL WOW FRAME
TUOTE: NO GAP • WOW PRAI'IE
TO EXCEED 1/4'
ARCHWAY DETAIL
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN 844AW SIZE.145
MIN HEAD SIZE 300
nN EMBEDMENT 1 1/4')
8' FROM EACH END MID 0-
EXISTING BLK ABV.
OL. MAX MN I-114' EMBEDMENT
V4' TEXnURRED FINISH
2 X 6 (MIN 2 X 3) 2-3A6 TAPGCJ
iw TEXTURED FINISH
OR DRIVE PIN MN SHANK SIZEl45
MN HEAD SIZE -508
1A6' O58 SHEATHING
MN EMBEDMENT 1 1/49
e' PROM EACH END AND 18'
2 X 4 16- OC. MAX.
OZ. MAX. MN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIGHT.)
2 X 4 (WHEN OVER 16'
2 X 8 MIN 2 X 3) 2-3A6 TAPCON
I&' N HEIGHT.)
OR DRIVE PIN (MIN SHANK 612E.145
MIN HEAD 51ZE 300
MIN EMBEDMENT 1 1/41)
2 X SOLID BLKYx • ARC{
SECURE W/2.12d EACH END
8' FRO'i EACH END AND 18'
ATTACHMENT PER
OL. MAX MN 1-1/4' EMBEDMENT
MANUFACTURER'S 5MC'5.
MTL WDW FRAME
1/4' TEMPERED HASONITE
'NOTE: NO GAP • WOW FRAME
GLUE 4 NAIL W/8d'S 8'-12' OL.
TO EXCEED 1/4'
F NEEDED.
ARCHWAY DETAIL
�1 CUTAWAY
�LJ SCALE: I/2'•I'-0'
ASPHALT SHINGLES OVER
30 FELT ON'V16' OBB.
PRE -ENS GABLE TRUSS
SPF 9TIFFBACK
(SEE SEALO ENG, PACK FOR
SIZE 4 CONNECTION)
2.4 SPF BLOCKING BETWEEN TRU55ES
WHERE 'X' BRACING IS PRESENT
ml CONT. 1,4 SPF RAT RUN -9EACH SECURED W/ (2) 12d's
TRUSS
(2)
2x4 2 S.TP. DIAGONAL BRACE W/ (3)
12d's a EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
I' GYPSUM BOARD OR
HIGH STRENGTH Q-G.
NOTE: BOARD
DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO
TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
TO 30'-0' (1) X-BRACE
30'-I' TO 60'-0' (3) X-BRACE (1) X-BRACE - CENTER AND (2)
BRACE DIVIDED ECUALY FROM CENTER TO END
GABLE X-BRACING
SCALE: 1/2'.1'-0'
2x RIDGE ONE 61ZE LARGER
THAN RAFTER SIZE
MK (3)12d NAILS OR
MIN. (4) 10d GUN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS - EA. TRUSS
RAFTER TO TRUSS MM-12
CRATE VOID FOR STRAP
ROOF DECKING OVER
PRE -ENS TRUSSES
PRE -ENS TRUSS
ALTERNATE CONNECTION � CONV. FRAMED ROOF
META-74 RAFTER TO BLK'G SCALE: 1/2'•I'-0'
BETWEEN TRUSSES
0-V TO 30'-0' (V'X' BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(I 'X' BRACE • CENTER)
(2 'X' BRACE DIVIDED EQUALY PROM CENTER TO END)
FIBERGLASS SHINGLES OVER
30 FELT ON 1116. OBB.
(2) 2X4 1 SYP DIAGONAIL BRACE
W/ 3-12d • EA TRUSS ( DIAGONAL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' Bf
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/16' 08B SHEATHING —
USE 8d NAILS AT
4' — EDGE 4 6' o<. FIELD
2X4 W/ 3/8' 1AG:32'
OR 91MPSC4 M T -2d 32
SHEATHING NAILING TO BE
6'-8' OC. IN FIELD
4' OL.-ALL EDGE5 W/8d NAILS
TRUSS 24' .-
1/2' CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d s EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' D.C. MAX.
n2-STORY GABLE END CROSS BRACING
SCALE: 1/2'•1'-0-
• 1115 UPLIFT
SIMPSOM HTSM120
WAm 10d TO TRUSS
AND (4) 1/4x 2 114.
TAPCONS TO CONT
POURED LINTEL
s 2350 UPLIFT
(2) SIMP° -I HT5M20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
(121T- USS ANCHOR RETROFIT
NHS
12 z
FINISH g WO LANDING I
3/4' PLYWOOD FF. =
DBL 2X6
1
3/4' PLYWOOD WITH
LANDING DETAIL
4 12-D COMMONS
NAILED THRU 3/4'
FINISH o LANDING
3/4' PLYWOOD FF.
PLYWOOD INTO
EACH STRINGER
REINF SYP STRINGER I DBL 2XI2
REINFORCED W/2X4 SPFOR
W/CONT. BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3n 3' SCREWS a EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/0' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASPAB I L I TY
WINDERS- MIN. 6' WIDE o NARROW END
MIN. II' WIDTH o 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
1 36" MIN. FINISH
WINDER DETAIL
LESS THAN 4'
12 TREAD ETWEEN SPII
T TO FIT
IXS RISER
(3) 10d CUT NAILS
a 2X4 P.T.
SLEEPER INTO
SLAB -
HAND RAIL
1/2' DRYWALL
IX10 TRIM
-I' N06ING TYP.
Z
�X
3 STAIR SECTION DETAILS
SCALE: 3/4'=1'-0'
A R C N I T E C T 6
Design
Gg Ine.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdmlgngroup.com
AA #. 0003325
F
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EIUHDIV. ae LOT.
SILVERADO
LOT 2
BLK 2
0414128 —02002
MODIM
4EGB
"GALEN"
GARAGE 81WWO:
RIGHT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
E3DATM 10/24/16: 1/4"=1' -O"
D 5
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
FL 4103-118
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-R9
IKO
SHINGLES
30 YEAR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W.FLORIDABUILDIN G.ORG
CONTROL DATE: 05-19 16
ARCH IT ECTE'9
6
Design
Grou .2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.00m
AA s: 0003325
y
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ErL1>gDIv at LOT
SILVERADO
LOT 2
BLK 2
PROJECT
04128.00�-02002
moDEMa
4EGB
"GALEN"
GARAGE STING:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. BCC
MY_I • T. •.•
2M
DAM 10/24/1s
HCALE: 1/4"=f -0"
811=T
D 6
A R C H IT E C T S
PREFORMED CONTROL JOINT
FLANGE OF: CONTROL JOINTS Td
BE WIRED TIED 70 LATH • S'
Or- MAX(VERTI. MOM, DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
%' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION —�
FASTENERS TO BE SPACED
• 1' O.C. MAX VERTICALLY /
.ATH SHALL NOT
iE CONTINUOUS
HROUGH CONTROL
OINTS BUT SHALL
W STOPPED AND
TED AT EACH SIDE
To e•I GAP nIK� le•ro e•
i' THICK, 3 COAT CEMENT
PLASTER
ORB LAYER 2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED al' (VERT-)OG. MAX
AT SUPPORTS
WRS LAYER'),
STUCCO WRAP
WOOD SHEATHING
R ASTM CI063 \ PROVIDE 2X4 BLOCKING
.10.1.4 PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
FASTENERS FOR LATH TO BE NAILS OR / STRUCTURAL STUD
TAPLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES TO BE (NO. 18) 00415' WIRE /
. BLOCKING SHOLLN MAY BE IN ADDITI \
O WALL STUDS REQUIRED PER PLAN
Z7\ /
OL FOLD MINIM . PT. A O L FOLD N61RD . R. A
®�D 2. CREAe . PT. B
FOLD
. as A-
OI. FOLD MILV:iD . O L FOLD MWWFD . Pr. A
f'?. A
2. G,EA9E . IK. B
s. cREAeE . Pr. c
3. LIffAeE . PT. D
4. PQ.D PT. C OVER PT.
B TILL PT. O TOIICVEB
BOTTOM FLAN'#
� m
. ,,eQrran
RANGE WATER TKMT
SEAL. FOLD, 02
NQI CUT.
j' THICK 3 COAT CEMENT
PLASTER
IIRB LAYER 2, FORTIFIBER
BUILDING PAPER
u1RB LAYER 9,
STUCCO WRAP
LAP CATERS OF BnWD1'Y.t URAP
OVER NAILNG RANr3:, STOP
61® B®@S I M ABOVE
aMIYaLEB
ax5 WKL RA&ING
r
C KICK-10 RABHflJG rxE
DETAIL)
SNMIGLE ROOFING—� � / \
E ARI G, BELOW
IASM ING, MEOIIANICALLY FASCIA Y.RAP
FASTEN I' OC. MAX.
NBTALL KICKIXIT
FLAGNMG AT BOTTOM Cf ROCf r
WALL ITTIERaECTIONa
NOTE�
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
ENDS) 4 6- • HORIZONTAL LAPS.
WRAP MATERIAL) OVER 4+
ALL SEAMS NEED TO BE TAPED
LATH VERTICAL LAP TO BE I'
APPROVED HOUSE WRAP.
WITH FORTIBER SI-EATHMG TAPE
FLASHIW, TO EMEND ONTO PIPE
/ \
I' OR LESS PIPE
/ \
PENETRATION
n
/ N. LAP . nETAL LATH \
l X X
X x x
CUT AND OVERLAP ONE SIDE OF
METAL LATH
SELF-ADI-EROJG MEMBRANE
FLASHING
nnTE�pp MM
OIRB LAYER �,
THICK-4 COAT CEMENT
STUCCO WRAP
I
P
PLASTER
e nw PAPER LAP BELow cNL+ /
METAL LATH
Udell LAYER 2, FORTIFIBER/
BUILDING PAPER
I
ORB LAYER 2, FORTIFIBER
BUILDING PAPER
\ /
I
UM LAYER'),
_
STUCCO WRAP
INSTALL FASTENERS (CLIPS,
WOOD SHEATHING
STRAPS. STAPLES) f-._._..__
REQUIRED TO 9RAMM
PIPE/ WIRE 70 FRAMING
2 APER LAP
SCALE: 1 1/2'.I'-0'
LA• MIN LATH
PiL
- -- —
-
(4) KICKOUT
DETAIL
WATER TIAHT ftA ll D OR
SOLDER DO NOT 2
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 00415-IN. (I21-MM)
WIRE AT INTERVALS NOT
MORE THAN' (22S-M'i).
AS PER ASTM C1063
18.1.
FOR REPAIR OF TEARS
IN W B LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER MANIF. SPEC, OR
PEEL 4 STICK
WOOD STUC
SHEATHING
BUILDING -
PAPER
STUCCO —
a' LA
n LAP . PL�lR
6+
'x. 6'x6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
I WRAP MATERIAL) OVER 4'a4'
SELF -ADHERING MEMBRANE
FLASHING OVER AFT-ROVED
`I HOUSE WRAP.
FLASHING 10 EMEND ONTO PIFE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
STEP 02 FLASHING
045 LAYER-1,
STUCCO WRAP
ug1RIS LAYER 2, FORTPMER
METAL LATpHAPER
SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EMEND ONTO PIPE
4'x4- SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING t0 EMEND ONTO PIPE
�V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER FSC R70.3.&01
F-#elia and
c
.hWI . u M Portlandq cement pleamr
hali—m.ply of
f AST a C 92&on
requirements FASTM C92611 A.
• ImtWI,tion of —erim lacing wd ImmiM it shell comply with ASTM C 1063.11A
HORIZONTAL LATH I / FIFE PENS T
& PAPER DETAIL (
WOOD SHEATHING
WR5 LAYER "I,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WRB I TAPE OVER
ROOF WALL SCREED
z
F
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
z
(NAIL TO ROOF DECK, NOT
n
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
SHINGLE ROOFING
O"L" FLASHING-
N.T.S.
II I� ��ll I� I► I��
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER — — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO -TT'
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-03.6.1 / ASTM C-847-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
Despin
Gr
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngoup.com
AA #: 0003325
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SILVERADO
LOT 2
BLK 2
P"JECT
04128.00 —02002
MODELS
4EGB
"GALEN"
GARAGE E1TIMO:
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT --
STATE OF FLORMA
DA 10/24/ls
9CAIM 1/4"=1'-0"
8Z"I8`i�E(///ppp��,$TIT //per\ �IIpI'
Y Y 1 I
BACKER ROD
BACKER ROD
WRB LAYER -1,
aT' -11 --)RAP
INSTALL V SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE;
1. BOTTOM, 2. SIDES. 3. TOP
VENT CAP 15 TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4 CAULKING a JOINT
ALL AROUND
PER FBC R703.6.01
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-1IA.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-11 A.
X
HOODED VENT
X;
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER n, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT
(FRAME)
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
7. METAL LATH
8' CfTI VINYL CASING BEAD
b' RAISED BAND
Ye' TO si¢' MID -WALL
- WEEIT V'RFFT)
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
�C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK(
LEGEND
DRAINAGE PLANE (WRB
LAYER #I, STUCCO WRAP)
WRB LAYER "2 (FORTIF15ER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING �
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-641-12, MIN, 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
IL LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
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 FL4
�1VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
HfGCH I V ICCCrLI VC
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
A.
WOOD
i,
SELF-ADHESIVE
i FLASHING
WOOD FRAMED
WALL
�A HORIZONTAL WEEP SCREED
(FRAME TO FRAME
ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WREs LAYER "I,
STUCCO WRAP
WRB LAYER "2, FORTIF15ER
BUILDING PAPER
' THICK, 3 COAT CEMENT
PLASTER
Ye' TO s/e' MID -WALL
WEEP SCREED
�O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 00 MI
GRADE 'D'
FELT-PROVI.
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
LAYER -1,
STUCCO WRAP
LAYER -2, FORTIF15ER
BUILDING PAPER
METAL LATH
WOOD
T/8, TEXTURED
CONSTRUCTION
FINISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.G. MAX
8' CHU
3=
7Y TO %' MID -WALL
WEEP SCREED
=Q
N
6' WIDE STRIP SELF
- ADHESIVE FLASHING, CLEAN
_. MASONRY BEFORE APPLYING
V FINISH ® MA' CRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK(
STEP #1
a'
WRB LAYER "I,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING ' k
MEMBRANE FLASHING ! 1
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
STE F *2
VEOEM
APPLY bm MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP �.
WRB LAYER "I,
STUCCO WRAP
MEMBRANE FLASHING 1
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
STEF *4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEPS
OELECTRICAL RECEPTACLE
A R C x f T E C T 3
n
6
Gne.
90
1 !LLU rtCplaMrt 6LYY.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA !h 0003325
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slusniv. as LOT
SILVERADO
LOT 2
BLK 2
PROJECT
04128.006 02002
1tODEL
4EGB
"GALEN"
GARAGE BVMgG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRTECT-
STATE OF FLOPoDA
DATE:- 10 /2 4/16
OCAL C: 1 /4"=1'- 0"
a
VV -2
WOOD SHEATHING
WOOD
CONSTRUCTION
%' HAT CHANt•EL
W/%' TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER 1,
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 1,_)�
STUCCO WRAP
AMICO AM66-WFWC-'780
CUSTOM CASING BEAD
WRB LAYER 1,
STUCCO WRAP
WIM LAYER -2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
b' SAP. a TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WEEP SCREED
�(.'SELF-AD4-EREING
n`
FLASHING WRAPPED
�`��
® TOP OF WEEP SCREED
T' SHEATHING BELOW
WRB LAYER 1,
STUCCO WRAP
WRS LAYER -2, FORTIFIB
BUILDING PAPER
i
r
W SELF-ADHEREING
FLASHING WRAPPED
e CORDER OF CANTILEVER
1 n'
4' POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
l0A BEAD DTL.C) CANT.
SCALE: 1 1/2'-1'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R_103.6.1 / ASTM C-(54-1-12, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER 1
WEATHER RESISTIVE
BARRIER -2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
'2) 2x12 HEADER
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD L NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR DRIP EDGE
11D INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CONSTRUCTTON
RESISTIVE
1
RESISTIVE
'2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
(5HOLLN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE
BARRIER 1
WEATHER RESISTIVE
BARRIER
k THICK, 3 COAT CEMEN�
PLASTER
METAL LATH
WOOD SHEATHING
IJ' - EXTERIOR GRADE
DRY WALL
�' THICK, 3 COAT CEME
)TINE DRAIN PLASTER
EEP SCREED VINYL CORDER BEAD
Z
GAP IN FIELD VINYL CASING BEAD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
10 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WIRE
LATER #I, STUCGO WRAP)
WRB LAYER #2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO =-
WOOD SHEATHING
SELF-ADHESIVE FLASHING - -
FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV.
METAL DRIP EDGE
PEEL 4 STICK) SET IN FULL BED OF
6' PEEL 4 SEALANT, 14MIN.
STICK a DRIP SPACE FROM DRIP
EDGE TO i FACE TO TREX
DECK
Y4 GAP FOR BACKER
I )¢'XI %* P.T. OR SIMULATED ROD SEALANT
WOOD (TREX) FILLER,
CONTINUOUS VINYL CASING BEAD
WATER PROOFING let 00 WEATHER RESISTIVE
LAYER (2 LAYER PEEL \ , i BARRIER 1
STICK) WRAPPED FROM WEATHER RESISTIVE
BALCONY DECK TO BARRIER 2
CANTILEVER^'^*
6' PEEL 4 STICK a DECK MEMBRANE,
DRIP EDGE TO DECK �` EXTEND OVER DRIP
SUB FLOOR EDGE
®® 3' X 3' 26 GA. GALV.
_ METAL DRIP EDGE
___--_--_— -_-- -- 'I SET IN FULL BED OF
I kj'XI _'4 P.T. OR SIMULATED i SEALANT, Y5, MIN.
WOOD (TREX) FILLER, i SPACE FROM DRIP
CONTINUOUS FACE TO TREX
)/4' GAP FOR BACKE I VINYL CASING BEAD
ROD 4 SEALANT I WATER PROOFING let
FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4
PEEL 4 STICK) ifSTICK) WRAPPED FROM
3/4 RESILIENT BALCONY DECK TO
HAT CHANNEL - CANTILEVER
G BE VINYL CASINAD I I' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL WOOD SHEATHING
W/TEXTURED 4 PAINTED WEATHER RESISTIVE
FINISH BARRIER 1
WEATHER RESISTIVE
J' THICK, 3 COAT CEMENT BARRIER - DRAIN
PLASTER
VINYL CORNER BEAD WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
0 01-HOUR BALCONY DRIP
EDGE INSTALLATION
COLUMN SHEATHING
_WEATHER RESISTIVE
-
BARRIER 1
-
WEATHER RESISTIVE
BARRIER -2
6' SAP. •'•,
PEEL 4 STICK
('
I ]G'x3' V FLASHING
1
FULLY EMBEDDED
f
IN ROOF CEMENT
1 )5' X 3' 26 GA. GALV.
'i
METAL DRIP EDGE
VGAP FOR BACKER
SET IN FULL BED OF
ROD 4 SEALANT
SEALANT,Y) ' MIN.
' SPACE FROM DRIP
FACE TO TREX
HEATHER RESISTIVE
VINYL CASING BEAD
j "
.'
BARRIER 1
= i �'
WEATHER RESISTIVE
WATER PROOFING let
= j' 1
BARRIER -2
LAYER (2 LAYER PEEL
'`
EXTERIOR COLUMN
4 STICK)
COLUMN SHEATHING
\\IPEEL 4 STICK
•• 6' SAF.
•• � `II )U'x3' VFLASHING
/
SUB FLOOR
"'FULLY EMBEDDED IN
®
ROOF CEMENT
t
I K' X 3' 26 GA. GALV.
--•
--• •---- -- -- .__...— ---
METAL DRIP EDGE
I )4'xI )j, P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, V MIN.
CONTINUOUS
SPACE FROM DRIP
Y4 GAP FOR SEALANT \
OPT BACKER ROD
TO TREX
VINYFACL CASING BEAD
WOOD SHEATHING
MODIFIED 90
- WATER PROOFING let
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
}' THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
IL V'CCFI'S
PLASTER
O GAP IN FIELD
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLI
1-HOUR
BALCONY DRIP
11C EDGE INSTALLATION C9) COLUMN
(W/"T"
TPT ACT-TT-KTr)
2x FRAMING MEMBER
WRB LAYER 1,
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 02, FORTIF15ER
CORNER BEAD
BUILDING PAPER
FASTENED TO SHEATHING
i
6 -1' O.G. MAX.
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER #I,
6"SELF-ADHERING
STUCCO WRAP
FLASHING
WOOD SHEATHING
r"
METAL LATH
DRIP CAPS
WRB LAYER "2, FORTIFIBER
BUILDING PAPER WINDOW FLANGE
(14 A CORNER BEAD C) FRAME
J, 2 1/2" /
CORNER BEAD
(FASTENER 4 SPACING 6 7 O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING, PAPER
I METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB'LA'YER 1, '/ -
STUCC7� WRAP J.
WRB LAYER •2, FORTIFIBER '
BUILDING PAPER �X
r '
METAL LATH
J' THICK, 3 COAT CEMENT E .
PLASTER •,•�
,p i
(.'SELF -ADHERING
FLASHING i
CAP o
WINDOW FLANGE
15B CASING BEAD ® WINDOW
( FRAME, NO BAND)
A R C N I T R C T E
6
Design
Gro 0. �.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.006 02002
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"GALEN"
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RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
26.
DA 10/24/16
SCALD 1/4"=1'-0"
821=T
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A RCHITIECTS
M
WOOD SHEATHING —�
WRB LAYER •I,
STUCCO WRAP
WRB LAYER *2, FORTIFIBER
BUILDING PAPER —.
METAL LATH
9' THICK, 3 COAT CEMENT
PLASTER
&'SELF -ADHERING
FLASHING
VINYAL ANGLED '
CASING BEAD
DRIP GAP —
WINDOW FLANGE
WOOD SHEATHING
OWRB LAYER •I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLODED J„ THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB LAYER "I, —
STUCCO WRAP
VINYAL ANGLED
WRB LAYER •2, FOF
EUILDING PAPER-
METAL LATH
THICK, 3 COAT C
PLASTER
6'SELF-ADHERIN
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD C WINDOW
15C \FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
9' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
Ya' GAP TYP THICK, 3 COAT CEMENT
CASING
IX TRIM MEMBER BEAD PLASTER
TO TRIM METAL LATH
s STUCCO TO
SIDING TRANSITION WRB LAYER *2, FORTIFIBER
BUILDING PAPER
SIDING WOOD SHEATHING
WOOD SHEATHING
�—TLAYER "I, SU WRB LAYER h,
STUCCO WRAP STUCCO WRAP
CASING BEAD
6' SELF - ADHERE INCs
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRUCTION
BEYOND
WOOD SHEATNING—
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE -
BARRIER -2
XX T X' LAP SIDING
6' REVEAL
6' SELF -ADHERING -
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GALYD METAL-
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BARRIER -2
6' SELF -ADHERING
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GALV'D METAL
Z'FLASNING
DO NOT CAULK OR
SEAL OPENING,
Ul TRIM MEMBER _ \
STUCCO CASUNG
�� / I Y' X 6' SIMILATED
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SEAL GAP W/CAULKING
/ OR APPROVED SEALANT
siucc0 caslNG
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SIDING TO STUCCO
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�� TRANSITION
1J
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-841-12, MIN. 2.5 LBS.
PER SQ, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
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WEATHER RESISTIVE
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(LEATHER RESISTIVE —�
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UJRB LAYER *2, FORTIFIBER
BARRIER 2
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BUILDING PAPER
6'SELF-ADHERING
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METAL LATH
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,1
DO Nar CAULK OR—�
a" THICK, 3 COAT CEMENTC�AL
\
(EXPLODED
VIEW FOR
PLASTER
•'Z*F`AS[W.METAL�
Z' FLASHING
CLARITY)
6TR1r9"L ,r s--_MBER
CASING BEAD C) RAISED
1 "7 A BAND ( FRAME)
SCALE: 1 1/2'=1'-0'
6' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
J' THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
a,
i
I
/ •a
WINDOW FRAME .(
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
/ E-Z BEAD VINYL CASING
(W/3/s' FLEXIBLE PVC BACKER ROD)
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
6' SELF -ADHERING
FLASHING
WEATHER RESISTIVE
\ BARRER'I TO LAP
\ 6' MIN. ABOVE TOP
\ OF T FLASHING
\(-WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
/ SARRIER -2
/
W SIMULATED
TRIM MEMBER
SEAL GAP W/CAULKING
OR APPROVED SEALANT
WEATHER RESISTIVE
BARRIER '1
(W/$'FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO �UEATHER RESISTIVE
® FRAME TO FRAME BARRIER
TRANSITION
1J
---------------------------------------------------------------------------------------------------
Ya" C.AP TYP
THICK, 3 COAT CEMENT
CASING BEAD
PLASTER
SEALANT
TO WINDOW
METAL LATH
1
I
WRB LAYER "2, FORTIF15ER
BUILDING PAPER I
WINDOW FRAME
•
WOOD SHEATHING
I
i
WRB LAYER "I,
STUCCO WRAP
&' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE _-
E-Z BEAD VINYL CASING
2X FRAMING _
(W/3/b' FLEXIBLE PVC BACKER ROD)
MEMBER
-APPLY FULL BED OF SEALANT BETWEEN
FLANGE 8 BUILDING WRAP
BUILDING
WRAP
----------------------------------------------------------------------------------------------
--
OOEZ
BEAD
WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHINGS
SELF-ADHESIVE FLASHING — — — —
GDes�n
row Inc.
y LONGWOOD, FL 32751 �Y
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngrouP.com
AA M: 0003325
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0411288,00 40-02002
MODELS
4EGB
"GALEN"
GARAGE B'WMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT:
STATE OF F'LOPMA
DATE: 10/24/16
8CAlM 1/4"=l'-0"
aiIEET
WA4
A R C R I T E CT 5
CUT HOISEWR,
AT 45' ANGLE
MODIFIED 'I' CUT
IN HOUSEWRAP
�. LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
INSTALL
SELF -AC
FLASHING
NAILING
JAMBS
EXTEND
I' BELOLL
FLEXIBLI
iDO NOT
FIN
TEMPORARILY
FOLD -UP 4 SEC
HOISEWRAP (O
TUCK FLAP UND
at HEAD
FOLD HOUSEWF
IN AT JAM" 4
SLOPE SILL R.
NSTALL b'
SELF -ADHERING
-LASHING OVER
VINYL HEAD
'LASHING (WITH END
DAMS) NAILING
'LANCE
EXTEND
SELF -ADHERING
-LASHING I' MIN
BEYOND JAMB
:LASHING
NSTALL VINYL DRIP
�AP
STEP 7
MIN
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING AT THE
FOLD HOUSEWRAP
DOWN t TAPE
DIAGONAL CUT 4
ACROSS HEAD OF
WINDOW
STEP 8
4PPLY V NOM.
:OdTINUOIS BE
7F SEALANT AT
IAMBS AND HE,
MPPLY TO SAC
WNDOW NAILING
:LANGE IN LINE
'RE -PUNCHED
BOLES OR SLOT
INSTALL b' WIDE ADHESIVE -
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP
JOINT (PROTECTO-WRAP
BT-20XL or ECUIV)
WINDOW FLASHING
INSTALLATION DETAILS
1 O ( FULL WRAP) SCALE: NTS
STEP 9
INSTALL
PLUMS,I
AND SO
MANUFAC
WRITTEN
INSTRUCT
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE
�I. IT IS THE CONTACTORS RESPONSISILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARMING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOT -�
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1159 FOLLOWINGS COMPLETION OF
EXTERIOR RETROFIT WORK -�
NOTE—�
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION E5ELOW THE
WINDOW OPENINGS
NOTE:
JSEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
Design
Grouir.��.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.000-02002
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4EGB
"GALEN"
GARAGE MITIMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
2
DA10/24/16
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