HomeMy WebLinkAbout6589 Wagon Trail StSTATE 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
I PLAN REVIEW I
4EHB
99
""2605-HAYDEN
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
INTERIOR FINISH
- CIASS B
:10.
BASIC WIND SPEED
- Vult=150 MPH
Vasd=116 MPH
- B
:EXPOSURE
I -STORY RESIDENCE
-
-2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
.FT. CALC.'S
SQ.FT.
CALC.'S
IST FLR. LIVWj
1104 60. FT.
2ND FLR LIVW.
WI 50� FT.
TOTAL LIVW.
2605 ba FT.
nAR
43'? $0. FT.
PORC$4
,I &a FT,
TOTAL
3153 SQ. Ft
PATIO
80 Sa FT.
ABBREVIATIONS
ANY
ADM
LAY.
LAVATORY
A/C
AM CONDMONING
LUX
unmus
ADJ
ADJUSTABLE
M.C.
MEDICINE CABDITT
ALi
ALTERNATE
NFL
MANUFACTURER
AMP
AMPERAGE
KIN.
MINNUM
ED.
BOARD
Am.
MOUNTED
CL
CENTER LINK
All%
METAL
CAB
CABBIrr
S.
NOT TO SCALE
CEM
0 C:
ON CENTER
CIA
CLUB
PL
PROPERTY LINE
CONC
CONCRETE
PH
PUSH BUTTON
CPT
cam
PH.
PHONE
C.T.
CERAM TOR
nT.
PLATE
D.
DRYS2
PLYWD
PLYWOOD
DEL
DOUBLE
P2,
PAIR
D.G.
DUAL GLM
P.T.
PRESSURE TREATED
DIL
DLUMM
R.
RL99R
Div.
DUMMN
RAD.
RADRIS
DtSP
DLqpoSAL
R.A.G
RETURN AIR GRILL
DP.
DEEP
REY
REFRIGERATOR
DR.
DOOR
JIM.
SOON
D.S.
DOWNSPOUT
to.
SOUGH OPENING
DTL
DETAIL
S-D.
SMDK9 DCMCTOR
ON
DISHWASHER
S.H.
SI[HGLZ HUNG
EA.
EACH
SHT.
SHEET
SILD.A.
ELEVATION
SBTHG
SHEATHDIG
EQ.
EQUAL
SHWR.
SHOWER
SEN.
KIMUST
SIM
SIMILAR
nT.
EXTERIOR
SL
SLwG
F,G./FX .
FM GLASS
SL GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
F9w
SWS
SHEAR WALL
FILIL
FLOOR
SECTION
FLUOR
FLUORESCENT
SC
SOLD CORE
M DR.
FRENCH DOOR
TEMP.
TEMPSRSD GLASS
m
FOOTING
THK
THU
GA_
GAUGE
Toc�
TOP Of CURB
GAR
GARAGE
i&P.
70P OF PLATE
GAP. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CWM
TYP
TYPICAL
UXO.
UNLESS NOTED
GL
GLASS
OTHERWISE
0.
GYPSUM BOARD
V.P.
VAPOR PROOF
H-B.
HOSE BIB
V.
WASHER
H.C.
HOLLOW CORE
V/
Wm
Hot
HUM
M
WOOD
HOT. 01 HT
HEIGHT
WOW
WINDOW
INSUL
INSULATION
W/H
WATER HUTER
Dff�
DITZRIOR
V.I.
WRDUGHTIRDN
REVISIONS
REV. I DATE DESCRIPTION
'A)
A N _7
j)v a7�
4of/-/ � �'6 K
ALL WORK $HALL CUMPLY WITH PR rE'VAILIMG
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC,'CODE,
AND THE CITY ()F ZEPHYRHILLS
ORDINANCES
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG I -FOUNDATION PL&N
PG IA -DOWEL PLAN
PG 1 B-LINTEL SCHEDULE
PG 113.1-LINTEL LOADS
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PIAN
PG 4D-FRONT & REAR ELEVATION "D"
PG 5D-LEFT & RIGHT ELEVATION 'D*
PG 6-FRAMING PLAN ELEVATION "D*
PG 7D-ROOF FRAMING PLAN ELEVATION "D"
PG 7.1-CONNECTOR SCHEDULE
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG 10-FIRST FLOOR MECHANICAL PLAN
PG 11-SECOND FLOOR MECHANICAL PLAN
PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DErAII.9
PG D3-MONOLOTMC I -STORY WALL SECTIONS & NOTES
PG D4-MONOLOTMC 2-STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL IISTING
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PIS WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS ! WINDOW FLASHING
---K__�,Ali-WALL ASSEMBLY DETAILS : SUB BAND
/
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41 N. RONALD REAGAN BLVD.
LONGWOOD , FIL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.com
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150 MPH EXP. B,.#
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WrACKAL INCITE3
1. ALL WORK DONE LINDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH THE FLORIDA B1.11ILDING CODE, RESIDENTIAL (FBCft STH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10,
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (Ps
1. SLEEPING ROOMS 30
11. ATTICS W/ STORAGE 20
Ili. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6
1. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
H. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRn`ERiA
1. BASIC WIND SPEED VULT-150 MPK VASDcIIG MPH
11. EXPOSURE CATEGORY B
111. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCP1)
ENCLOSED BUILDINGS 10.18
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR TIE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE NTH THE DRAWINGS OR TIE REQU1RED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF TIE COMPLETED BUILDING. THE CONTRACTOR SHALL
901-ELY 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.
B. - TIE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FECR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.11
12 THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK,
OR 20-MINUrE FIRE -RATED DOORS AND MUST BE EQUIPPED W1 A SELF-CLOS114G DEVICE PER R302.5.1 OF FSCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R3OZ6: 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 HADTABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, TIE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN!/�INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAIN114G WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS NTH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. EaVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN% THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. ENCAVATIONS TO BE A MINIMUM OF T- O'BEYOND NEW FOOTING UNE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1 . ALL CONCRETE WORK SHALL COMPLY NTH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON TIE DRAWINGS ANDPROVISIONSOFR40Z2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE%'.
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDAT10N WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL ENPOSED 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.
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, LINO.
Fb = 1,100 PSI Fy = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF. BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGEACKS, 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 "LING 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 FECR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16"OSB EXPOSURE-1 OR 1Q* COX PLYWOOD SHEATHING
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE Stir CDX PLYWOOD. Str COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS, PROVIDE PANEL -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 %' SUBIFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR lirt CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24'AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS NTH NSTRUCTURAL LUMBER SYP #2.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIUNS
1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR NTH
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TIVIS 402 1 ACI 530 / ASCE 5.
CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N'TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM CW1 1 b, STANDARD
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F�n = 1500
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
PSI.
ACCORDANCE NTH ANSI A58.1-1982.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSVrPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R60721
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
FOR MORTAR.aNT THIrKNFqq TO[ FRAW�F.R,
6. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.12 OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN ISTO BE USED 9Gk LADDERTYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16'ON CENTER MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS�
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6* X 6' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al 85. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 7 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VER11CAL 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 SENDS AND SHALL BE CONTINUOUS
TFROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2F.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS, STAGGER SPLICES AT LEAST 25WHEREVER 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:
1. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER %.
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 "q
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
I . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-"7)
I& ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"SIMPSOIT 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. DRAF`TSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR STH EDITION (2014).
PLUMBING
I . 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 F8CR 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).
EMRIDR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
CVTCDlf%n clulaure
I , WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %9' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THIICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la &
ASTM-CIO63-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1 1A R7016A OF THE FOCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAJLS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
- 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSIT10N DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PIER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTEC71ON:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
E14CLOSED SIDE WITH 117 GYPSUM BOARD. FBCR R302.7.
CONTROL DATE: 02%17
ARC N ITIC-TS1
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NOTES
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FOR E EC� TO BOLLARD
ISL D
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PAD 11,1/3--5 5ARS, EX. ON CHAIRS
EX. ON CHAIRS 615 MIN. 3' COVER 4' PIC
MIN. 3' COVER CHASE
I
a
9;D
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x:r
F- 7
i
L
PAD UJ/3--5 BARS
EIU. ON CHAIRS
MIN. 3* COVER
(3 TYR)
4-' O�4,) 2 -10'
3 2 -jO-, -0.
4'
::CNC
SLAB 91 0� - �o 'k
_j
20 -4"
-5,
FOUNDATION PLAN
NOTES.
VERIFY CC*CENSER PAD LOCATION LOTH SITE PLAN
FLOOR ELEVATION$ AT REQUIRED E&MISS DOOR SHALL
MEET PROVISION Or SECTION R311-3.1 OF 7WE FSCR STH
EDITION (2014)
2' V'rR
L
-112—) V� AV
=Z.. . —L2'
—3'
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UP
vm
AV �,-,
Co 3. TLm
4'
� TO
MAIN
PLUMBING RISER
2' VM
NOTE: ALL PVC PLUMBED TRAPS ARE TO BE *P' TYPE
W TYPE ARE PROHIBITED.
SECURE STRAP TO
UNIT W1 (2) #bxl 1/4
A/C
SWT MTL SCREWS
UNIT
SIMPSON UJ15 ROLL
1�
STRAP OREQUAL
I
SECURE STRAP TO
CONC. W1 (2)-3/16'X2'
SLAI5
TAP-CON5
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4'DIA.
OVER HEAD * 12* FROM STRUCTURE
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L— 9 L— 8
LINTEL SCHEDULE
NOTE; THE LINTELS MAY BE SUBSTITUTED WITH
LINTELS FROM ANOTHER MANUFACTURER AS
LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES
STATED
6
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
IT'-4'
8F28-IB/IT
L 2
4'-6'
8F8-B/R
'
L 3
L 4
T'-b'
8F24-IBAT
L 5
4'-b'
BF16-06/li
L b
8FI6-B/R
L �
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BFI6-OBnt
L B
-
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A E C X IT EC T S
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GrouFrinc.
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LONGWOOD, FL 32760
PH: 407-7746078
FAX: 407.774.4078
www.e bdeslgngroup.eom
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LINTEL
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ARCHTECT�
8TAM OF FLOFiDA
N61S kov
5AFE LOAD T,45LE5
FOR GRAVITY, UPLIFT 4 LATERAL LOAOS
8' PRECAST 4 PRESTRESSED U-LINTEL5
G
RA V I TT'
h!7!7TY:PE
BUB
SFO�05
OM-08
0-16-08
*20-0d�F24-01!bP25-01!
3F32-Ce
OFS-18
OF12-tIB
OF*-15
SF20-18
OF24-11510F28-115
OF32-15'
2'-10'(34') PRECAST
2302
3166
4413
603S
1526
SM4
10412
IlSi&
-31(16
4413
603S
1526
S004
10412
IIS36
3'-&' (42') PRECAST
2302
3130
3311
4685
(.001
1315
8630
SS4I
3166
4413
6035
IS26
SM4
10412
IIW6
4'-0'(4&') PRECAST
202S
2329,
2456
346-1
443a
5,410
6384
1358
2646
4413
60315
1526
S004
10412
1IS36
4'-ro'(54') PRECAST
ii8i
1513
2651
3403
414S
4856
5r.44
21-10
4021
603S
1526
S004
0412
J&rbb
5'-4' (6W)FIRECAST
lB4
1223
1301
LOOS
2311
282r.
33 36
3846
- i Wr,-5
288a
505-1
6OS&
5400.
6424
14SO
PRECAST
c2i12
1000
105S
14-14
IMS
2301_
2121
3131
1451.1
2464
4144
545-8
4431
S2W
6122
PRECAST
331
1255
2101
3263
2146
3358
3SII
4585
1255
2101
33S&
5260
1134
8SW
68W
I'-(o' (W') PRECAST
liol
102-3
I&IS
2355
ISS4
24313
2886
3333
102S
1615
2610
383S
55S6
663
5041
J'-4' (112') PRECA5T
513
632
10415
146S
1210
1482
1154
2021
r ,.a
1212
leis
2544
341bS
4030
3121
PRECAST
45(o
462
am
1125
SIB
1122
1328
1535
658
1025
ISW
2001
2-1-14
3130
2404
ll'-4' (13ro') PRECAST
445
5W
IB35
1365
115,54
23b5
11W
2015
5W
S35
1365
ISS4
2441
3155
4044
12'-0'(144') PRECAST
414
545
064
1254
1681
2014
15-10
tale
555
064
1254
16W
2211
2832
35W
13'- 4' (II&V) PRECAST
3ro2
421
126
1028
1331
1635
1224
14LS
8'
485
4;
W
101ro
1438
1055
2343
270
W-0*06W) PRECAST
3-35
WI
646
S15
IIW
1462
1001
1260
455
-;rC-
1003
133S
1114
2153
2666
PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
4"
165
1310
2045
2610
3185
3165
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
6W
1250
18&5
2310
28W
3410
Il'-4'(208') PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
310
530
S50
1400
18"
2200
2600
IS'-4'(232') PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
240
400
IBO
1050
1400
1120
2030
2I'-4'(25&')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
61
SSSO
1340
r1w
1110
22'-0'(2(v4')PRE5TRESSED
NR
NR
NR
NR
NR
NR
NR
160
300
519,
S10
1250
660
IS10
24'-017288') PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
240
41:
1350
1610
MATERIAL5
1. r,c precast lintels a 3500 Pei.
2. f'c prestressed lIntels - 6000 pal.
3. f'c grout - 3000 pal w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM CW w/
minimum not area compressive strength - ISM psi.
5. Rebar provided in precast lintel per A5TM A&15 GR60,
Field rebar per ASTM 4615 GR40 or GR60.
rp, Prestressing strand per ASTM A419> oracle
2-10 low relaxation.
-1. -1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
5' PRECAST A PRESTRESSED J-LINTEL5
UFIL
IFT
LAT L
*E
LENGT�r-�TY�F
OFS- 119FI2
- IT
F16 - IT
O-ITF�4-rr
W28-IT
eF32-IT
Bus
ape
33FS-2
'1-2T
16-2T
'0-2
24-21
W28-27
SF32-2T
2'-10'(34') PRECAST
2121
1.
4101
5332
loll
S055
2021
2021
21121
3228S
35811
51W
4.
P4532
1630
W51
3'-ro' (42') PRECAST
2165
3260
4231
, IS
52IS
6204
IIW
1251
1251
2165
2215
314.5
4125
5051
6061
1036
4'-0'(48') PRECAST
1810
ISSS
2032
36W
5301
6245 '12136
1
1818
IS25
21BO
3583
4422
5264
6110
4'-(2' (54') PRECAST
1660
1162
2501
3251
4010
4161
592
'121
127
1660
IICS
2435
3111
3513
465S
5406
5'-4* (&4*) PRECAST
13-.
1484
2110
2141
3315
4010
4648
1 505
505
13W
1431
2050
2610
32W
3S20
4549
PRECAST
1212-
1351
1530
2505
3084
3665
4241
418
418
1212TI315
1815
2441
13010
3583
451
PRECAST
1141-
1200
1133
2250
1216S
3290
3ST2
101
Bel
1141
1182
1604
21S2
12103
3216
3132
l'-(o' (W')PRECAST
s5s.
1415
ISI4
23S4
2ISI
3240
SW
102S
146e,
IWI
2351
21SI
3245
V-4' (112') PRECAST
Wt.
6r2
Wo
126S
15,60
1852
2144
454
630
SIDI
155
IIS2
1550
ISIO
2211
2634
I0'-&'(I2rb') PRECAST
458
IS3
1021
12-ral
1456
1131
4W
_2L&-
116
611
10315
138%
fill
2034
2358
3e&
ll'-4' (13W) PRECAST
666-
43-B
&S&
OSS
1104
1305
1515
363
556
666
535
W5
1255
15S5
ISS&
21W
12'-0'(144') PRECAST
601-
400
631
516
IM1
1186
13
340
41B4
631
486
818
120S
1514
1-ISS
2006
i3'-4'(*0')PRECAST
5W-
340
532
686
b4l
"1
1153
302
3W
;1-3-
4M
682
1004
1361
1631
,
Iasi
14'-0'(Iro5') PRECAST
458-
316
4SB
635
118
522
1065
28ro
360
548
318
62S
S22
1254
1561
1816
14' PRESTRESSED
312
1 L55
4"
5SI
124
S51
SW
N.R.
351
243
52
5S2
852
156
14SI
1142
I5'-4'(le64') PRESTRESSED
220
2-16
430.
5S3
rii
wi
IWN25
N.R.
32-1
228
32S
S42
1431
1012
1301
If.-Ir.
1'1'-4' (20W)PRESTRESSED
IM
236
361
464
6 1
B&I
B
610
114
N.R.
12551
IW
21C.
445
64S
-1 4
8-14
a
1121
LIE104
_S
DOS
IS'-4* (232') PRIESTRE-65E
165
201
-23S
313
-
401
---
4W
510
(.61
N.P-
204
7&5-
383
550
'136
S40
,o
21'-4' (25CV)PRESTRESSED
145
186
2-18
356
43311
512
5130
N.R.
1-12
142
2t2
336
411
n
635
Wl
_
22'-0'(2&4')PRESTRESSED
140
180
268
343
416
4153
B&S
N.R.
1(21
131
205
322
451
. 1
601
111
_,
S41
24'-0'(288') PRESTRESSED
121
*5
244
312
3eV
44-7
51
N.R.
135
124
196
2W
408
538
6. W
GENERAL NOTES
-REDUCE VALUE BY 2" FOR C.RADE 40 FIELD REBAIR
a' FIRECA5T W1 2' RECESS DOOR U-LINTELS
G RA V I
TT'
TYPE
1 ENGTH
-0e
DWIC-06
ORF14-
18-09
OW22-F-26-00
DPW30-013�
DW6-ft
810IF&C-115
OWW-115
DINIFLO-15
OW22-15
OW26-16
81030-M
4'-4' (52') PRECAST
WDS
ISSI
1621
3053
3412
2S82
4S82
3S54
6412
4WS
1%41
5504
6880
Cole
4'-g>' (54') PRECAST
i3sl
144S
2182
2114
3600
4481
_S416
5315
6264
1102
3412
4SI32
6412
19,41
S416
VOID
5'-&' (rW) PRECAST
S32
"2
15,50
2056
2566
3015
31385
185
1153
2162
4014
6412
65*
5814
68313
PRECAST
-135
lie
1500
144t
IS24
2400
2816
3352
103
2051
3811
6412
651k.
5450
6411
6'-8' (80')PRECAST
822
Sel
1611
2533
2516
3223
3812
1 4522
WI
1611
21333
4100
6130
arm
'1'-(o* (W')PRECAST
-161
1311
2252
Isso
2451
2S"
343S
665
164
360S
54W
�24
5132
(11W) PRECAST
311
420
1 834
1253
loll
1342
1614
086
535
1 WO
14SI
1 211S
2611a
35S5
2915
6' PRECAST W1 2' RECESS DOOR U-LINTELS
Uf=L IFT
L ATERAL
T�4 TypE�
IT
SIRFIV-17
8WPI4-ITj8WI8-TTIWM2-17
sfr2b-tl,
mww-rt
6W*:LT
SWIO-2T
SWIA-2T
DWIS-2-r
SM22-2T
8IW2&-2!
OW30-21
4'-4' (52') PRECAST
1244
1513
2413
3260
4112
4S61
5S25
S32
S32
72-
44
15IS
2335
3110
4008
4850
=56
4'-(,' (54') PRECAST
IIS2
1501
2311
3ul
3S31
4156
5511
853
IIS2
1455
-
2240
3036
3831
4643
5453
853
5'-8' (66')PRECA15T
S24a
1112
11%
2423
3055
368S
4325
S24
1132
1141
2351
2JI8
36 F3
-42 40
E,'- 10' (10') PRECAST
81W
1138
1142
2352
2%65
3581
41SS
W
4r.S
at&
1013S
1650
2288
2851
34S1
46S
rb'-8' (80')PRECAST
'Ile
W2
1513
2042
2513
310-1
3642
1 830
1100
-lie
S5,&
1468
1581
250S
3035
K4106
3563
-V-6' (W') PRECAST
&W
(051
1325
1810
2280
2153
3221
110
-341
04S
1302
1162
2225
26W
351
5'-a' (11(o') PREC45T
5a3-
-7-33-1
we
1
3
1190>4
,�c.
ISS5
r;.33
521
1 ;001S
13,16-:5
1 1-12A
20W
2450
-REDUCE VALUE BY 15% FOR CiRADE 40 FIELD REBAR
-S REBAR AT TOP
MIN , (1) REQ'D
1-1/2- CLEAR
TYPE
PE61GNATION
F - FILLED LUITW C.ROUT / U - LNFILLED
4
Z
1-U
ME
C.M.U.
QUANTITY OF S REBAR AT
50TTOM OF LINTEL CAVITY
z
z
-GROUT
L
-S
REBAR AT BOTTOM
OF LINTEL CAVITY
NOMINAL UJIDTW-j
NOMINAL WEIGI-IT-1
QUANTITY' Or S
REI5AR AT TOP
.1-5/6'ACTUAL
50TTOM REINFORCING
PROVIDED IN LINTEL
WNOMINAL WIDTH
(VARIES)
5AFE LOA[) T,45LE NOTE5
1. Provide full mortar head and bad joint&.
2. Shore filled lintels as recIulred.
3. Installation of lintel must Comply with the architectural and/or structural drawinga.
4. Lintels are manufactured with 5-1/2' Iong notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. Ali lintels meet or exceed L136,0 vertical deflection, except lintels 1'1'-4' and
longer with a nominal height of 8' meet or exceed 1-1180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1. -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
B. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 318 and Ar-I 530
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
lint&16 must be reduced by 20% if bearing length is less than 6-112'.
Safe load& for all recessed lintels based on 8' nominal bearing.
2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on oracle 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonall reinforced masorry above the precast lintel.
6. One 07 rebar may be substituted for two 05 rebars In 8' lintals orflq.
I� The designer may evaluate conc-entrated loads from the safe load tables by
calculating the maximum resisting moment and shear at cl-awaq from the race of support.
8. For composite linte hell Ints not shown, use safe load from next lower height.
S. All safe loads in un�ts oy pounds per linear foot.
A R C N I T I C T 8-1
G r ZNsIgn
OUSPO-. .
41 N. RONALD REAGAN BLVD.
LONGWOOD, Fl. 32750
PH: 407-774-6078
www.abdesIgngroup.cDfn
AA C 0003325
F-SUNDIV. & X,020
SILVERADO
LOT 30
BLK 6
raoino"
04128.000-03061
IMI"M
4EHB
"2605-HAYDEN"
GARAGN 11111111FING:
RIGHT
PAGW
SAFE LOAD
TABLES
150 MPH EXP. B
Irk- le
F-PAMT 11/09
DAM 11/0 /17
8CAXAft 1/4"=f-O"
1B.1
A It C III I T 9 C T S-N
0 -01
27 -7
PATI
OVERHANG
ROOF
_—OF
A50VE
- - - - - - - - - - - - - -
5
2 -a,
C=)
1 101
1
ljql�
III" 1-TT-7711
I i I MF
rb"s
(2) 3052 - 5w
EGRESS
DINING
LIVING
ROO
ROO
8'-8' CLG.
a'-S' CLG.
2-7
�j
12 -15,
-a, I,
—2-0
_10',
F,'- 4
3-41 e -0,
'o V.C,
0
�A
0
I K
LZU1. ii
V.
UP
V.
KITCHE
q
ji Lu
5'-S'
42' W. WALF LBIU.
'��OR.
r_
WALL
LU/ CAI
REI
SLOPED CLC
1;1
I-SI14
STAIR DATA
L�41 - _j
C,
IS RISERS 0 '754'
15 TREADS * 10'
.1, NOSING
a.
BOLLARD
i3 -0
21 - 4' AS REQ,
13
PER BLDG.
CODE
REX
GARAG
CLG.
FOYE
8'-S'CLG,
S'-8'
clltV:� 1 31
c2D
(2)
3w-sw
_.M
_0
—0
7 -1. 2-10.,
16-0-
-0
2 -0
PORC
S'-S' CLG.
IFNI I
:�T
- - - - - - - - - - - - 7iTlW
- - - - -
k -41,
10'-0'
20 -4'
FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR 111 AIR WANDLER ON METAL STAND OR 2-8 SOLID
DOOR W1 RETURN PLENLV AND RETURN AIR GRILLE.
VERIFY CONDENSER I -AD LOCATION WITH SITE PLAK
FRONT DOOR A55EMIBLY TO BE THERtIA-TRI.1 FIBERGLASS DOOR W1
TRANSOM (SINGLE A65EM15LT)
-20 MIN� FIRE RATED DOOR To BE ELAJIPPED W1 SELF-CLOSIW3 DEVICE
PER SECTION R3025 I Or TWE FISCIR 5TW EDIT104 (20�4)
EXTERIOR MASONRY
WALL BRG. HE*HTS
LOAD BRS. WALL
U14D. ON PLANS
SQ.FT.
CAM'S
IST FLP LIVNG
104 50. FT
2ND FLP_ UvW3
�!lol Sa FT.
TOTAL LVWj
2605 Sa FT.
GARAGE
431 SQ. FT
POWIH
III Sa FT.
To
393 SQ.
TAL
PAT '0
w sa
-4'
TOP
PLATE
�Al "PD �E%TT A �11
SCALE:
o
L
LRR �CH
JR3 �CH
COMPOIDIT AND a.AD=
00 LOADS
SASIDYISIDEVOMFORISr"IDGUM
Orem
SQUAFE
=Ej=irHWNDM
R3VM
AND TYFE
FOOTAMWE
MIN. WINDOW
10
5
25/-33
I
CRITERIA
EXTERIOR SWIW3
Is
S.
24/-31
1
OR. MIN, CRITE 14
SIGD. 2N.
41
5
23/-2S
I
CRITER A
v6olo 0.14D.
11
1 1
211-15
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT.=Il,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODMED PER SECTION 612.2 OF
THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LDAD VALUES FROM THE PRODUCT
MANUFACTURER-_ CUPFIOLDVE 07MM
U
'W7
FAK 40�77
www.abdesigngmp.corn
L AA C 00033 5 1
I _j
`7
rnumrv. a. 1.0
SILVERADO
LOT 30
BLK 6
PmoamTo
04128.000-03061
4EHI3
"2605-HAYDEN"
BARAOM EWD90:
RIGHT
PAQlk
FIRST
FLOOR
PLAN
150 MPH EXP. B,/
;9
F,PltzNT I
DATjb 11/09/17
BCALlk 1/4"=l'-O"
2
14ANDRAIL 0 3(o'
W/ 2X4 IRE _ IW-OR
4 -2'
EGRE
(2) 3052 - SW
UPSTAIRS
1.4 LIVIN
Wl'k CHASE—, 9'-V* CLC..
D15L STUD
5 -a, 3 -1
241" 11 -4'
[' EMU.
6i 'rAV. LAV.t
0'
v
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE WALL ioi
SHALL BE NO LESS THAN 1 1/2'
AS PER FBCR R3111Z2
Ilk/
:r
2
NOTE:
1. HANDRAIL5 SHALL HAVE EITHER A CIRCULAR CROSS 5ECTIC
DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH
PERIMETER DIMENSION Or AT LEAST 4' BUT NOT MORE THAN 6
A LARGEST CROSS SECTION DIMENE71ON NOT EXCEEDING 2 1/4'
SHALL PAVE A MINIMUM RADIUS OF 1/8'.
2. THIS RAILING SYSTEM Iry DESIGNED TO RESIST A LOAD OF 5
FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At,
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOI,
SAFEGUARD, WWICWEVER CONDITION PRODUCES THE MAXIMUM
STRESSE5- PER SECTION 1601,15.1 / F.B.C. 2014
6�DHANDRAIL DETAIL
ID
Lf 0 -1 'l
2 - 4'�j4
4-4 3-01
4X4 POST
VAL!
(2) 3052-$W
i a-0
--A2' W. HALF UALL
uj/ CAP
SECURE TREADS TO STRW.ER (2) LAYERS OF /A FL
LLV(BM 5 OF
AHU v'k6LcNll=w OR(2)LAYERS3 3/4' 5M 5/4' T�. 61-18, FLOOR
SrOR
m FLOOR MATERIAL RIP GLUED 4 SCREUED
TO EXTEND lbeyoi;�Z:c\ 710 NAILIW. PER FASTENER
OF SLIS-KOOR SWEATWING. SCI-ECULE
42' W. V2
WALL UV
3/4'Kill
CAP
�AX. PLATE
MINL'V
STOR.
--3-2x?2 6YP STIRW31!!*
RENFORMED W12X4 OPF
UPCONT. BEAD OF
am -FLOOR ADWESIYE
PL.400 OR SIMILAwE
EA HORIZONTAL IRIJN
L C)
2 X 4 RE - INFORCW.
* EA 2 X 12 STIQIW.ER
SECLIRE WA24 6'-S' Or-
E—
KA A?TAC�Iffl> 1V 110d
MASONRY NAIL6 0 2X4 P.T.
SLEEPER INTO SLAB UT"IN S'
OF EACH END, 32' OC. MAX
0-0 3/4'2NO FIN. FLP-
S'-5' 5W.. W.T.
PFS-Ews.
FLR. TIRLISSES
STAIRS MSERS TO O�NFORM TO FBCR 5TW
STAIR DATA:
EDITION (20M)
M TREAD-10' MAX ROM. 1 3/4' 3/16'
*R * 154'
MAX VARIATION IN RISE*bMIMADS
15 TWADS I
ADJACENT TO EACW,OTWElt 3/6' MAX
10'. V NOSIw.
VAIRIATION IN ANY R SER/nItEAD HANDRAIL
CIRMLAR CROSS SECTION DIA TO BE 13/4'
-1/4'OFt PROvtDE E=IvALENT
UWASPABILITY UANDEpits- MIN. 61 UNDE a
NARROW END MIN. 11' WIDTH . 12' FROM
NAJUROW END 34' MINI. HANDRAIL WzT.
NOTE;
-ENCLOSED ACCESSIBLE SPACE LINDER
STAIRS SHALL 14AVE WALLS, LINDER STAIR
SLINFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WIT14 1/2' GYPSUM
BOARD6. FSCR WIL22
V-0- FIN, FLR-
4 -2'
CHASE
1p.gkil
1112
05L STUD
-4.
a
42' W. WALF
UWALL C
v UILN-
A
I OFT. OPT. I
I D. ii uk I
CLP. 1. F, I L- STAIR DAT
e -O't- 16 RISERS * 1.54,
15 TREAD 0 10'
3-SW -I' NOSIWS
22x3(b
ACCESS '3 -a'
ATTIC
0. lr_
4X4 POST
CLr.. OWNER'S
SUIT
2 2
d) J
CIL
ECOMSS
-4' 7
-0'
a 0
3s -a,
E65M
SECOND FLOOR PLAN
NOTE:
2-8 LOLIV� DOOR U)/ AIR WANDLER ON METAL STAND OR 2-8 SOLID
DOOR LU/ RETUR04 PLENUM AND RETUW AIR C.RILLE
�j
A R C N I T I C T SN
6
G r Zno&,
'ijn
ouispO. a.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-7741SO78
FAK 407-7144078
www.abdeslgngmp com
AA t 000332;* "
_j
11i
SILVERADO
LOT 30
BLK 6
raoinc@r#
04128.000-03061
jwT%lm.
4EHI3
"2605-HAYDEN"
GARAGN BVING'
RIGHT
PA01h
SECOND
FLOOR
PLAN
%,,150 MPH EsXP. B_j
"mf"%Y-ug:x,� m- WATRU-M-Mmi
1) A'j
F-PRINT
DATIb 11/09/17
OCAIM 1/4"=1'-0"
A
5TD. CALCS - OFF -RIDGE VENT$ ONL
AREA Of ATTIC 1595 SOL FT.
NEr FREE VENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA
1595/300
&28
VENTILATION AREA X SQ. INCHES PER FT. (144)
7SDA SQ. IN.
MIN . REQUIRED VENTILATION
Sx 760.9
IN UPPER PORTION OF ATTIC
380.4 so, IN.
OFF RIDGE VENTILATION AREA
11S SQ. IN. PEA VENT
38DA /115
�TOTAL #Of VENTS RMUIRED
130783
1/8- TWKW, 3 WAY CAEI-IINT
PLASTER avfR ORADE '0'
PELT PAPER SAASK MIETAL LATH
OV" APPIQOVW HOUSE UXtAP
OR (31RADE '0* FELT PAPER
4*xA' &ALV. l'-TYPE
FLASHWI GET IN
moorm ce-IIENT
FlearmAm SHWILIE,
V 2xb LIEDGER &ECURIED
'xb L�
PELT PAPER ON 1/16' O=`E
4
111, 1/4' . 4' LAI. BMT
I ' "�I> 7A
e4-EATWIW. OR L2'COX
W 21 DIA WA6HlEFt
'IV
PLYWOOD SECURED PIER
24 OC "1_
24' O.C� MAX
NAILING. OCW�DULE
LOU-26
2.r, RAFTIE"
4--s-
LUS26 Wl (4) 10d'. ---
TO LE It AND (2) 10d'.
TO 2X6 JOIST
2X& LEDC%ER UJ/ 1/2'xbo
TWWADW 00
MAX WT IN E".
2-0
HIGH STREN;T147
6* MIN ErM..
1/2 Tl4lCr, 2 WAT
PLASTER APMIED
E>"MCTLY TO MASONRY
(AA)ROOF
@ S. G. D.
61—ALE: 112*
I'-W
SHINGLE
ROOF
FYF'ON IWX48 - ------
DECORATIVE
SHUTTER OR
EQUIVALENT
IW-0 3/4' 2ND
BRa., I-k �T
FYPON
BKTlIxI'l OR (1-4 A� I
EQU
L"T
TYP.
10'- 0 3/4' 2ND PIN. FLR.,j�
B.-S. 5FEG. WAT.
W RAISED
BAND (Typ.)
4' RAISED Typ.
BAND (TYP -
8* RAISED
BAND (TypJ
0'-0' FIN. FI-P-j, I LLJ
11 -13,
I MIL-1 Mill
— Will
11110
Wit mlm�
1/4' BR3. W.T.
FYIDON IWX48'
'r, 70 LAP DECORATIVE
51,E4-�4'1
�RA-E T 0 GAB SHUTTER OR
CONNECTION 12' r-11N EQUIVALENT
14'- 0'
W RAISED
BAND
7A
WA 2ND FLR-
ZT.
i -01
FYPON Ir.'X&2'
DECORATIVE
SHUTTER OR
��A wq EQUIVALENT
RAISED
5A
16P ND
vw�--
SjIV'-V 3/4' 2ND FIN. FLR.
EIRS. W.T.
RAISED
BAND
it
WA
IF
'"WA
io,
JAA
COACH
LIGHT
0'-0' FIN. FLR.
FRONT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
i4 -0 .. -a. �4 -1.
W-0 -A/4' 2ND FLR.
WA
15
A
17 W A
k5
W
" �A
1 L�j
A
—Z� 16A
Typ. WA
I A�
UV-0 3/4' 2ND FIN. FLR. 5
WA
A
7B
WA
Typ.
I L
REAR ELEVATION
TEXTURED FINISH
FLR-
_0
3/4 2ND FIN. FLR.
no
BRG. HGT.
V'-0'FIN, FLR.
A K C N I T I C T 8-1
6
Deslea
PH: 407-774.W7J8
8
FAK 407-774AWI.
.,,om
www.abdesigngroup coin
L AA #,. 0003325
III
1 a S,LVE. �AI)7m
znmv:ry
LOT 30
BLK 6
mmmm"
04128.000-03061
4EHB
"2605-HAYDEN"
OARAGN DWING:
RIGHT
PAGM
FRONT &
REAR
ELEV. "D"
150 MPH E)T. B
ARCHTECT; 4
STATE OF FLOMA
N V 17,
P&AID A. AWMiACM
AR NO 90723
11/0)J9/�17
MAIM 1/4-=l'—O-
OMER"
4D
OFF RIDGE VENT
W-0 3/4' 2ND FLR._
W-0 3/4' 2ND FLR_
SR3. �-*T.
0
A"
rl 4 k
Typ.
13 -7'
W-0 3/4' 2ND FIN, FLF_ 12
W-0 3/4' 2ND FIN. FLW_
8'-S* 511W.. W.T.
a, -a, 15pirs. WW.
VA
WIA.
IIA-V
Typ.
V-0' FIK FLR.
&-V FIN FLR_
-RIGHT ELEVATION
TEXTURED FINIS�4
12
OFF RIDGE VENT
FRAME DOLLIN
FOR FTPON
BKT�IXII OR
EQU vALENT
W-0 3/4' 2ND FLR.
BIW
I8Z. 3/4' 2ND FLF_
5 WT.
0
& A
A
TYP.
12 -3_
3.
12 4_
WA;
W-0 3/4' 2ND FIN.
4<
3/4' 2ND FIN FLR.
W-W SRS. WW.
12
BW WT-
Typ.
A"
0'-V FIN. FLR.
0' - V FIN. FLR.
LEFT ELEVATION
TEXTURED FIN16H
FA BCH ITICTS-1
ODMesfiLm
PH: 407- 74-W73
FAK 407-774-4078
www.abdesigngroup.oDm
L AA t. 0003325 1
III
lAVP.
mumorV. As 7
SILVERADO
LOT 30
LEBLK 6]
P-ROJRCW
04128.000-03061
11110DEMA
4EHB
"2605-HAYDEN"
GARAOR MWXNG*
RIGHT
PAC&
LEFT &
RIGHT
ELEV. "D"
150 MPH EXP. B
ARcHrrEcT..
STATE OF FLOND
11 A-40RA
%, AR NO 93723 /
F-PMMRT 11/09/17 1
DAM __
DCAXM 1/4"=V-0"
ammm"
%. 5 D .04
mom RAT iv, or- KAx
DBM DS STi 0 V OC K4X
BRACING LEGEND
Ii GABLE TO BE
BRACED UJ/2X4 BLOCKING
4'-0. Or- BETIJJEEN TOP CHORD
d 2X4 SYP 12 X-BRACING.
REFER TO DETAIL S/05 FOR
BRACING REQUIREMENTS
FASTEN 2X4 SYP -2 OR SPF
BEVEL CUT TO TRLi TOP
CHORD WAOd x 3' NAILS
r. . O.C. STAGGERED
NOTE:
REFER TO TRLISS 11FIR'S SIGNED 4
SEALED DRAWINGS FOR UEB
BRAClWG LOCATION, SIZE A
RECIURED FASTENERS.
IIFTI 1� �l I [PTO I I I IFT4 11
-mu I
u-1t I L I I I I rT-1 I I I I
�11- 11 11 11 4
w w w w W 1 1. 1, H M I I I
rI m w i W
In M w w w
TRUSS TO 4X6 Z
F"
OOST M 14TS-20
POST TO SL i
L L �L HT I ILI 11
(2) 2XI2 WDR UX2)
ID
o ___L2) KILL STUDS E
K==Z= =--Z:::
-7—
-j Ncli IL
K==:== =
7,� K-- =zz
(2) 2X& LEDGER
r
:D
SECURED UP 114'Xf.' III
LAG BOLT LU/2'DIA K::::=
UJASWER 24'O.C..
ZZZZ= =N -
71r
WUC-410 =31 —
Pill ml 11 11
---------------- -
AF-:11�1-- 3E=ZL:-- I
FTGE
FRAMING PLAN
CCA 0'112211ro
---"I
A It C IN I T E C T 8
6
oftign
G r Wou 1®r, a-
1"i N. RONALD REAGAN BLVD.
LONGWOOD . FIL 32750
PH: 407-774-6078
FAK 407-774-4078
wwwabdesillingroup.00:J
AA #-. 0003325
unwiv. a. xxi
SILVERADO
LOT 30
BLK 6
pnwjm
04128.007-03061
moli
4EHI3
"2605—HAYDEN
GA211i
RIGHT
PAO&
FRAMING
PLAN
ELEVATION
"D"
V, 150 MPH EXP. B,.J
MWIMIFUR
DATA
F-A R Clif I T I C T 5-1
CONNECTOR SCHEDULE 111-M-M
SIMPSON
USP I
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META -lb
I~
14TA 16-LO
1625
(W Od 1 1/2' I -PLY, (b) *cl 2-PLY, (USP� (10) Od X 1 1/21 - NO l6d OPTION)
(2) META-16
t%S5
(2) WTA *-1&
2000
(W� 10d 1 1/2' I -PLY, (LISP; (10) Od . 1 1/2*)
251E,
(4) Ibd 2-PLY (LIOP, NO *d OPTION)
WETA-lb
WTA 16
010
0b) Od . 1 1/2' I -PLY, (8) Wd 2-PLY USP� (10) ONd x 1 1/2% No *d OPTION
META-20
ISO
14TA 20
Isio
(S) t0d x 1 1/2* I -PLY, (8) l6d 2-PLT USP, (10) Od x I t/2', NO I&d OPTION
>_
Ek�
z
(2) WETA-20
2035
(2) WTA-20
3230
eiv) Od x 1 1/2' ]-PLY u6p, (10) lod x 1 1/2.
25W
(12) I&CI 2-PLY (Usp� NO I&d OPTION)
0
LGT-2
250
LUGT-2
Rao
(1) - 1/4' . 2 1/4' TITER 2 (USP-. ELK (5) 1/4' WID, WOOD (16) Cal
V)
DETAL-20
2480
DWTA-20
2430
(18) - 1 1,12, 1 PLY
<
MGT
3%bb
MUOT
4115
A.TR. IN We-A4 STRENGTW EPDXY (MIN. 12' EMISED),(22)10d TOWOOD (UeP,(28)"TOWCOD)
WGT-2
0."
WUGT_2
(2) 3/4' ATJR IN WIGW STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (U&P, WOOD (8)
WGT-3
OS30
WUGT-3
W60
(2)3/4'AT.R. IN WIGW STRENGTH EPDXY (MIN. 12- EMBIED),06) "TO WOOD (USF`:WOOD(&)Od)
l_GT3-$DS25
3285
LUGT-3
3525
(12)0051/4�3-TOGINDER(4)3/8'xS'TITENWDTOU)ALL (USIP: C4>JC. (4) VWX 5' UEDGE SOLT, WOOD (12)US25)
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
isle
(10) lod x 1-1/2' (USP; (10) kvd . 1 1/2'
VGT
AS40
MO USP 0ONVERSION FOR SIMF'SON VGT
(1) 5/8' A.T.R. IN WGW STRENGTH EPDXY (MIN. 12- EMBED), (lb)-SDS 1/4'X3' TO WOOD
(2) VGT
'1188,
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.TJZ IN HIGH STREW.TW EPDXY (MIK 12- EMBED), (32)-SDS 1/4'X3' 1 2 PLY
MTS-12
0"
MTW 12
irk"
(14) " x I In, (UbP, (14) Od x 1 1/2', (W) ")
WTS-V.
Iw
WTW 16
1260
(*) Od x 1 1/2' (USP. C W,) Od x 1 1/2 % (16) lod)
WTS-20
1450
WTW 20
1530
(24) Od x 1 1/2' (U&P: (24) Od x 1 1/2', (20) 10d)
MTS-24
WTW 24
1530
(24) " x 1 1/2' (USP: (24) Od x 1 1/2% e2o) 10d)
l_STA-t2
sn
LSTA 12
S30
(10) Od Usp; (10) "
LSTA-18
t235
LSTA IS
t23S
(14) Od uSpI (14) "
MSTA-18
1315
MSTA-18
L310
(14) Od usp� (W) Od
V)
MSTA-24
1640
MSTA-24
1640
(16) led USP: (15) lod
EL
MOTA-30
_M_9T_A_-_�&
2~
MSTA-30
2065
(22� Od Uep: (22) Od
<
El�
2~
MSTA-36
206S
(26) lod Usp: (26) Od
MSTI-36
3800
KSTI 236
3ow
(36) Wd . 1 1/2' Ubp: (36) Od x 1 1/2'
V)
MTI-48
5"5
KTSI 248
5140
(46) 10d x 1 1/2' USP: (46) " x 1 1/2'
W&
S50
LFTA &
1210
(8) Od TO PLATES, (8) gid TO STUDS (USP, (16) eld x 1 1/2 " (*� eld)
SP4
ass
Sf-T 4
S45
(6) Od x 1 1/2' TO STUDS USPo (b) Od . 1 1/2' TO STUDS
A34
3w_
MP 34
380
(4) W x I V2* TO BEAM, (4) Sol x 1 1/2' TO POST. UbP: (4) Sd x 1 1/2' TO BEAM, (4) bd x 1 1/2' TO POST.
WCP2
645
WPCP 2
see
(U) lod . 1 1/2' U&P: (10) 10d . 1 1/2' TO TRUSS, (10) Wd X 1 1/2' TO PLATE
WICA
1140
RT I&A
Lw
(18) Od x 1 4' USPi (S) IONd x 1 1/2' TO TRUSS, (b) Od X 1 1/2' TO PLATE
VGT & WDUA
AS40
F`WV 4A
5215
(16)-SDS 1/4*x3' TO WOOD, (10)-SDS 1/4*x2 L12' V THREADED ROD, (2) NUTSAUASWE" PLY
MK la EMBED SET IN HIGH STREW
�TW EPDXY. (10) �R
LISP, 5/8' ATIR W53 WOOD or Em
VGT d WDIB
4-40
TDX IV
10140
(*)-6DS 1/4'.3' TO WOOD, (3)-3/4* STUD BOLTS V THREADED ROD, (2) NUTSALIASI-EIR/2PLY
U5P, I/8'ATR MIN. I'EMBED SET IN WIGW STRENGTW EPDXY, (4) 118'THM-SOLTS
ABU "Z_
2200
6665
PAU 44
2535
6115
(1) 5/8' A.TJIt IN HIGH STRENGTH EPDXY, (MR I- EMBED.) IN COW_ (12) lbd TO WOOD LISP: SAME AS SIMPSON
ABU &&Z
2300
120M
PAU (.6
23W
16005
(1) 5/8' A.T.R. IN W*W STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., (r2)1&cl TO WOOD USP: SAME AS SIMPSON
V)
Of
LTTt%
1340
LTS IS
1205
(1) 3/4'ATJZ IN WIGW STRENGTH EPDXY, (MIK'7'EMSED.) N CONC� (SAOd TO WOOD USP: SAI'IE AS SIMPSON
0
LT7206
Moo
LTS 205
105
(1) 1/23ATv IN Mkf.W STRENGTH EPDXY, (MIN. I' EMBED-) N C4ONC, (OA0d TO WOOD
USP: /4' ATR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) Od, (10) Od x 1 1/2', 2-1/2'
z
14174
44"
WTT45
4160
(1) 5t A.T)t IN WOW STRENGTH EPDXY (MIK I' EMBED,) IN CONC� (16) 80-0 X 1 1/2' (USP: (20) Vd X 2 �1/2')
LISP WAS MORE NAIL OPTIONS, (20) ", (20) Od . 1-1/2', (20) *d x 2 t/2'
<
Hm
54DW
WTT45
5005
u0a)pb/S* AT.R. IN WIGW STRENGTH EPDXY (MIN. -1- EMBED,) IN � (26) 16d X 2 1/2' (USP� (20) Idd X 2 -1/2')
WAS MORE NAIL OPTION5, (26) ", (26) Od x I-t/2% (20) *d . 2 1/2'
WWDQ1I-SDS 2-5-
11,810
UPWID 11
143S5
(1) 1' ATR. IN W*W STRENGTW EPDXY, (MIN. 10' EMBED.) IN OL,*C, (24) SDS Y4' WOOD SCRIEWS (USP: f 24) W53 WOOD SCREWS)
wr.>iB
6645
TDX 10
40
(1) 1/6' AS. IN WIGW STRENGTH EPDXY, (MR I' EMBED.) IN C4VNC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' 5)
V)
t-ImWA 3-56/1125
341S
5330
NR'ZSX12U
2580
lw
blt-?PSON� (1) 3/4' A,TJt IN WI&W STRENGTW EPDXY, (MIN. 6.15- EMBEDMENT) IN C.MLL TOP, (V 3/4'
A.T.R IN Wr.W STREW3714 EPDXY, (MIN. 6.15' EMBEDt"IENT) IN C111J. FACE, (ISAOd TO BEAM
USP: (1) 1/2' J-15MT Wl MINIMUM &� EMBED- 4 NOT LESS TWAN 4'PROM EDGE OF C4CNC W/ 3/4' CIA ITW
RAMSET/REDWEAD DYNA SOLT SLEEVE ANCHOR OR Ea tLV MIN. WEMBED DEPTH INSTALLED IN THE FACE.
HU$C412 (WOOD)
3636
660 (FLR�
WLIS4121F
2110 (FLR)
(10) Wd TO HEADER (10) lbd TO WOOD UbP� 6A)'IE AS SIMPSON
.
P1265 (ROOF)
3325 (ROOF)
z
HUC-410 (CMU)
Is"
4S20
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USIP (20) 3A&' TAPPERt (10) Od TO WOOD '
WUC210-2 (CMU)
MOO
5005
WD210-21F
1205
50"
(1&) 1/4' x 2-3/4'TITEN (9 PER FLANGE�10 CMU, (10) Od TO UOOD� (USP, (10)1/4'x3'UJSaSCREtLS,()O)lOdTOUk�M.
USP (20) 3AW TAPPERt (W) Od TO WOOD
WLIC-210-3 (CMU)
tow
5005
WD20-3F
1305
50"
(ID)VA, x 2-3/4'TITEN (SPIERFLANGE)TOC111.1,00)" TOWOOD: (USP: (18)1/4'x 3' WS38CREW6,(IV)I0d TOWOOD.
USP (2,0) 3A&* TAPPER4� (10) Od TO UJOOD
LCAS-126-2- 5D$
1430
55916
LG"6-2
2t2b
61069,
V(10
4; ;,S: TIlrWWO (U2.PEI%�$� 1'2' TO WOOP,
BOL'.. 3 C� CMU, 14) 1,14' X I
W*W STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCWlTECT/EN5INEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTIN62 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCWORW, SYSTEMS.
WHERE ANC44OR EMBEDMENT 18 GREATER THAN V DEEP, THE VERTICAL CELL IN OMU. WALL MST BE FILLED SOLID w/ GROUT.
�RhVd C40MION NAILS CAN BE SUBSTITUTED WITH Od x I U2'NAILS IN C40NJLNCTION WITW A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM T64E ARCHITECT 18 RECAJIMED FOR THIS APPLICATION
IOR TO INSTALLATION.
Ln
... MINIMUM EMBEDMENT INTO THE TOP Or A 5041:115EAM WILL BE 5', MN0-IUM EMBEDMENT INTO TWE FOUNDATION WILL BE 1'
LLJ
0
AT.R . A-301 ALL TWREAr> ROD (SIZE. PROTECTION TYPE, LENGTW, ETC. VARIES)
Z
BECAUSE or TWE uDE VARIETY OF MATERIALS, LOCATIONS. AND CONDITIONS T14AT MAY AFFECT CONNECTORS, TwE CONTRACTOR MUST BE RESPONSIBLE ropt MAKING SIM THAT TWE PROPER CORROSION PROTECTION
16 USED.
WWEN USING STAINLESS STEEL C4*4NECTORS. USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A53
USE Or EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL PROM TWE ARCWITECTIENGINEER Or RECORD PRIOR TO USE.
1
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C20rl*, 'WIGH WIND -RESISTANT CZ)NST11RUCTION F-C-WWRCAGI&, AND ANCHORING A FASTENING SYSTEMS" CONCRETE 4 MASONRY
CATALOG r-SAS-2012 4 USP STRUCTURAL CX)NNECTORS 20115-2016.
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x ib
UP TO V-4'
D5L 2 . 8
5'-4' TO 1'-0'
DBL 2 x 10
11-01 TO 101-01
DBIL 2 x 12
AND OVER
TWO STORY APPLICATION DOUN STAIRS
SIZE
CLEAR SPAN
DEL 2 x
UP TO V-0'
D5L 2 x
5'-0* TO &'-4'
OBL 2 x 10
W-4'To S*-o'
DBL 2 x 12
W- 0' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft)
UP TO
5'-g>* TO
a,-0.
UN.O.
4'
I
AND UP
NUTIBER OF: HEADER STUDS
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NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF: HEADER
1
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2 SYP)
A&I 0815
lb'-S' OC�
1. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2 . TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUS5 TO MA5ONRY/CONCRETE SHALL BE META -I&
FLOOR TRUSS TO M,45ONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON J015TS PARALLEL TO UJALL.
- TRUSS TO WOOD FRAMING SHALL BE MT5-12
3, TRU55 TO TRUSS CONNECTIONS AND HANGERS 6HALL BE DESIGNEE) AND SUPPLIED BY
TRUS5 MANUFACTUREP_
4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRALVIWGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER $PAN CHART 4 MINIMUM LUALL 4 HEADER
STUD REQ. ARE STANDARD U.N.0 ON FRAM[W-s PLAN
ro� MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12cl HAND DRIVES tv EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRJJ55 AS PER APA REQUIREMENTS.
'l. EXTEND AND ATTACH LUALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUS6 BEARING.
a.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 6F.
COMPARTMENT PER 5TH ED. 2014 F15C RESIDENTIAL -SECTION R302,12.
13.REFER TO DETAIL ro SHEET D5 FOR 1-5TORY INTERIOR LOAD 5EARING WALL STRAPS 4
DETAILS.
6
aNsoign
Grou
L"I N i RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
A es gngroup.com
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FANS TO BE VERIFIED 0 HOMOLINER
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ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARr- FAULT PROTECTED PER
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2v Amp DEDICATED LAU40RY CIRCUIT.
OPI - ISLAND (NOT ON KITCHEN CIRCUIT)
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ELECTRICAL PROVISIONS or SECTION
M5013 FEIGR STH EDITION (204).
LAUNDRY ROOM RECEPTACLE SHALL BE
CiROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRW. METHOD SHALL BE NON METALLIC
=P ECTRICAL PROVISIONS OF:
LE'TH`RD`Ll2QI4).
ALL IIIORK TO COMPLY UTH ELECTRICAL
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C,ENERAL NOTES:
A ' ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
Eg��CUJITW ELECTRICAL PROVISIONS OF THE FBCR STH
2014) LOCAL CODES, AND ALL LOCAL POUER
C40MPANY REQUIREMENT$.
5. ALL CONDUCTORS SHALL BE TYPE THWN/TPQN UNLESS
NOTED OTHERWISE.
POUER COMPANY
TRANSFORMER
CiRADE
PROVIDE 150 AMP, 120/240 VOLT, I P14ASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 CZ)PPER (CU) IN
1/2" DIA SC,14EDULE SO PVC: CONDUIT OR PROVIDE 3
n/o ALUMINUM (A.L) IN 2', DIA SCHEDULE W PVC
C40NDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. C41ORDINATE IUITW THE ELECTRIC
COMPANY PRIOR TO BID.
I UNIT - NEW CHART
LOAD CALCULATIONS ONE FAMILY
DWELJING WITH HEAT PUMP
INW COM -D21
HOUSE PLAN: 4EHB HAYDEN MODEL
LOAD INFORMATION
VA
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LIC.WTIW., APLLIANCE, LAUNDRY LOADS:
14;e3
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NET LOAD:
6,134S
RAW.E: 120M 0 -10%
8.400
DRYER: El~ * -10%
INV-
TOTAL
18,134S
NEUTRAL AMPACITY: 15,485 / 240 - '18 A
2 AL MINIMUM NEUTRAL CONDUCTOR,
PROVIDE 3-2/0 CU, THUN - Ift CU IN 2'CONDUIT OR 3
4/0 AL, TWUN . 1% CUI IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERWAW..)
I I
COMBINATION SERVICE 1111,1111
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1 -4 CU SERVICE OROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS Or T14E FBCR 5TH
EDITION (2014).
5/&" DIA X 8 PT LOW. COPPER CLAD C4WUND ROD
A R C N I T E C T SN
6
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Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAK 407-774-4078
WWW.Obdesigngroup.com
AA #,. 0003325
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41 N RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdosigngroup'corn
AA 111: 0003325 J
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%0 9
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT -044ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICN3, PER
MFG. REQUISEMENT6.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
Or NO LESS THEN R-r. RATING, ALL 5EAM5 SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER F5CR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CCNSTRUCTED OF: SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5T" EDITION (2014) MECHANICAL CODE SECTION 603
e, ENCLOSED SUPPORT PLATFORM$ SHALL BE CONSTRiJCTED IN ACC4DRDANCE TO F5CR 5TH EDITION
(2014) �oIECWANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATWIWG FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH PBC-R STH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL WAVE LINDER-CUT DOORS FOR MAKE-UP AIR TO 15E
RETUR4ED, TO EQUAL AIR EXHAUSTED.
S, ALL FIRE RATED CEILIWSS AND ULALLS SHALL WAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND F5CR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL Me PROVIDED WITH BALANCING DAMPERS.
II. DRYER 500STER TO BE A FANTECH DBF 500STER PAN OR EQUAL.
FANTECH D5F 110 DRYER 500STER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
ATTIC
�o o
PLENUM
AIR SUPPLY
AIRHANDLER—�1—
L
EVAP. TfP,4Y
4L�
PLATFORM-//" RETURN
HVAC
NOTE
ALL 4vAC TO WAVE PROPER
PANS W1 DRAINS
EXTERIOR WALL
AIR RETURN
SUCTION AND LIQUID
REFRIGERANT LINES
EXTERIOR WALL
3/4* PvC CONDENSATE DRAIN LINE
PVC SLEEVE TO LINES BELOW SLAB
REFRIGER-ANT LINES TO
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
F8CR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 30'12.1.1
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
FIN. FLOOR
OR WALL
\41
BRASS PLUG
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
IN51DE
WADE S240-K J05AM 5,6000
SERIES NICKEL BRA95 TOP
CAULK
P.VC OPTI/SPEC
)L
INv. SEE
SSITE
PLAN
FLOOR SLAB CLEAN —OUT (TYP.)
NT5
IVA#
FROM Wolla
A50VE
- - - - - - - - - -
r
x1l12)(12
00
-------------------
KITCHE
STOR
BEDROOM
12xs
172YA /,\\\
14X9, - - - - - - - - - - -
PASS
TWIRL BATH
X
WW
PAN.
12XS
5' S/A
PROM
ABOVE
FLEX
FO
GARAG
PoRc
- - - - - - - - - - - -
FIRST FLOOR MECHANICAL PLAN
COUNTERSUNK
C.O. PLUG
SEE SPEC.
�7
l'-S'X8. CONC.
FIN. GRADE
OR PAVING
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
r
REQUIRED
-V INV SEE
(��EXXTI. GROUND
CLEAN —OUT (TYP.)
NT5
SECURE STRAP TO OONC. CONDENS-11ER
W/ (2)-3/Ir.'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W1 (2)
&Xl 1/4' SWT. MTL. SCAREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4'DIA.
OvERWEAD * 12'FROM STRUCTURE
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE. SUPPLY TRUNK
---
BROKEN LINE - RETURN TRUNK
BALANCING DAMPER OR 05D
CEILIWG EXHAUST PAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THERMOSTAT
ED
PASS-TWIRU AIR GRILL
A R C N I T I C 7 8
6
MDets ON f n
I.
Grou I..
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774W78
FA)C- 407-774-4078
www.abdosigngroup.com
AA A 0003325
IN
F-xumrv. as xaril
SILVERADO
LOT 30
BLK 6
rRomm"
04128.000-03061
31mDEM.9
4EHB
"2605-HAYDEN"
GARAGA EWDM:
RIGHT
PAGIL
FIRST
FLOOR
MECHANICAL
PLAN
150 MPH EXP. B
ARcHrrEcT.
STATE OF FLOM
ROL"AW A- CRAJ
AR 93701
rPPMDgT I
DATAh 11/09/17
WCAXJb 1/4"= l'- 0"
smEow
%4 to
PIQECAST �EADEWMIN)
2 X 4 (MIN 2 X 3)1-3A6 TAPCCN
OR DRIVE PIN (MBI 6NA11K SIZEAb
MW HEAD SIZE MV
MIN EMSECtIENT 1 1/49
a. FROM EAC. END AND 10' J'
-,-I
i
OC-MAX`MWI_V4'vMED`MMNT
2X (MIN X S) 2-3/16 TAPCCN
�"
ki,
0. PNI (MIN sk" &=L*5 1
MIN WEAD SIZE .300
'E4 EMBEDMENT 1 1/4')
8. PROM EAC44 END AND W
OZ, MAX MIN I-114'EMIDEDMENT
X S (MIN 2 X 3) 2-3/16 T k
OR DRIVE PIN (MIN SWAW, SIZE w
\
MIN WEAD W:;
2X4 &XV 5LOOK140
M IN EDM 1 4.)
�A
SECURE TO 6WEATWING W/
VCMLI
a. END
. 0
END IS
PROM EA".. END
M K 2 -12d PER ELK EA END
Oz. MAX MIN 1-114 EMBEDMENT
1/16' Oft SWEATWIN5.
WAU.L
ARCHWAY DETAIL
-vi _6"
DEL TOP PLATE
2X4'16'OC. MAX
J45 MIN. WEAD SIZE
300 MEL
EMBEDMENT I).'UVIN
a, E& END NOT TO
ARr-HLIJAY
EXCEED I or_
2X4*5lM_AlDX
ST. PLATE
ISLOCKI,r. SECURE
1`21 PLYLLADOO.
To OWEATWINS WITW
Oft 1/16' 0.&A.
MIN 2-12d PER BLV_
EA. END
MjERI..0,,R
;.I�
_,�CHWAY
1,W OS& Olt ly PLYUIOOD a�!EATWING
-,o BLm FELT
24. WIDE 26 GA GALVANIZED METAL
PLASWNG
MOT ADD DWO 36' WIDE A),D
AND MUST BE A MIN 24'UMDE METAL.
FIBERGLASS OW04OLIES
1/2'CLf. BOARD 4 TEXT.
SIMPSON 2X COL. TOP PLATE
1/2�DRYWALL
SVO.C.
2X4 WOOD STUDS .16'0,C,
UNO. ON TPW66 PLAN
2X4 COW. STRESS
BLOCKING MiD-ULIALL
2x4 PT. PLATE
SIMPSON SP4
32' OC. MAX
LL��2 -3'. -CON-T.
1-STORY
INT. BEARING WALL
UPL'FT O�
WAS FLOOR LOAD ONLY, DO NOT
INSTALL 0004NECTORS.
oft. TOP I -LATE
2X4 W OC, M4�
SECURE 2X4 UY 2-V
TAPCONS OR DRIVE WIN
(MIN. 614AW SIZE AS HIM
WEAD SIZE 1300 MIN
'IEW ly
EMBEDt , WIN 6,
A. END NOT TO EXCEEr
WOZ. MAX
BLOCK 2X BOLIE
To 8�11! 'NO
ATWW. UAn
MIN 2-12d PER MILK
PRECAST WI!ADLWMN)
2 X 4 (MN 2 X 3) I-V* TAPCON
OR DRIVE PIN (MN SkANK 61ZE34b
MIN WEAD 84ZE 300
MIN EMBEDMENT 1 1/4')
WFIROM EACW END AND IS*
O'C�. MAX M041-1/4'EMBEDMUNT
2 X 6 (MIN 2 X S� 2-3/16 TAPCON
0 R DRIVE PIN (MIN SWANK bl=J41b
MN WRAP SIZE
M IN EMBEDMENT I`E"4
S'FROM EArW END AND 10'
-11.
O.C. MAX MIN I EMBEDMENT
2X& (MIN 2 X 312-3/10, TAPCC14
OR DRIVE I -IN (MrN 6WAW SIZE.145
MR4 WEAD SIZE 3VV
1A&'055 "ATWINM-
MIN EMBEDMENT I V4')
2X4 16 - 0,C. MAI
8'"tOM KA&W END AND IS'
UkIEN &�" IS- N WEhOW�
OC. MAX MIN 1-1/4* EMBEDMENT
2X4 SOLID BLOaaW _
&ECLNIIE T S�EATWW, V
MR 2-12d PER EILK EA END
CLOSED VALLEY FLASHING DETAIL
DOUBLE TOP PLATE
2.4 CONTINOUS $TRESS
BLOCKING MID WALL
2.4 STUDS - 16' O-C. MAX,
U.Ox
T 4 G &AEFLOOR GLUED
I
AND SCREWED AS PER
FASTENER 6C4&-DULE
MT FLOOR STUDS 7
2ND FLOOR STUDS
SIMPSON MSTA-36 - 32'
D.C. MAX
PRIE-EW. FLOOR TRUSS
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKIN53 MID WALL
2.4 67=6 - W OZ. MAX.
LION.
1/2'5YP. ILL. 00.
SECURE MT. PLA TO SLAB
TE
V J'xS' AW_f4OR SOLT %V 2'
WASWER SET IN S"_CN
Wk2&4 STRENGTH EPDXY 1*
EMMED. MIN
SIMPSON SPA - 32' OC. MAX
1) o�_INT 2-STORY LB.W.
SCALE, 1/2'.l'-&
ARCI
.jWAY DETAIL
16 AMD UP
, 121
PRE-Ew. TRUSSES OR
COW, FRAMED RAFTERS
J'O.SJ5. S�IEATWW. OR J'
COX PLYWOOD SECURED
PER FASTENER SCWEOULE
2.4 MLOCKBIG UNDER
WALL STUDS SCURE
BETILEEN TRUSS BAYS W1
(3)12d'. EAC14 END
2. DOUBLE TOP PLATE
STUDS - Ib* CO.
MTS-12 - EVER STUD
2X4 ST. MATE
DORMER
AIALA
Lf�
.�FNT
n9
DM. TOP I -LATE
SECURE 2 X Me TO R7
UA/2-?2db &'-0' 00. MAX.
116, TEXTURED FINISH
1/16'0815 SWEATWNO
OZ MAX
2X416
(BEEN OVER W N WIEC.WTd
2 X 4 WAN OYER 16' N WMGWTJ
1/4' TEMPERED MAbONrT9
GLUE 4 MAIL Wled* V-121 Or_
r NE
9,Dw.
2 X SOLD OLKY. - ARCM
SECURE U112-12d BACM END
ATTACWHEN7 PER
MA)AFACTURIER* SPECA
MTL UJDW FRAME
+iOTE, NO GAP - WOW FRAME
TO EXCEED V4.
ARCHWAY DETAIL
A CUTAWAY
_�T
2 X 4 (MIN 2 X &) 1-3/L& TAPCON
OR DRIVE PIN (ME4 &"W SIZEA4b
M#4 WEAD SIZE .300
M14 EMBEDMENT I V4'1
a. FROM EAC14 END AND 16'
EXISTING MILK AMY
OC MAX MIN I-1,14'0-15EDMENT
t/4'TEXTURIED, FINLOW
2 X 6 (M 2 X 3) 2-3/16 TAPCON
IN
1/8, TEXTURED FN16H
Opt Dw�f PIN (MIN SWANK, BMWE,
MIN HEAD SIZE 300
1/16' 086 GMATWING
N EMORDMUNT 1 1/41)
B'PROM RACJ4 END AND W
2 X 4 16' CO. MAX
OC MAX MIN 1-1/4- EMBEDMENT
WaN C%SR 16, IN I.Ecmi
2 X 4 (WEN R"
2 X & (MV4 2 X 3) 2-3A6 TAPCCN
16'W4 WEI&IZVER
OR DRIVE PIN (MIN OWAW SIZE.1�0
MIN MAD SIZE1300
MIN EMB�MENT V41)
2 X SOLID 1"* 6 ARC44
SECILIKE U1-12d EACW END
S'PROM EACW M AND IS'
AT7AC41NNT PER
OC MAX. MfN
MANUFACTURE" WEC*S.
MTL UM FRAME!
114' TEMPERED MASONITIE
44CTE: NO GAP UJDW FmAm
OLLIE 4 MAIL U~6 41'42'0,C�
TO EXCEED 1/4'
P NEEDED.
ARCHWAY DETAIL
rp_-� CUTAWAY
ROOF TRUSS UPLIFT
C,ONNEC7OR NOT
CLARITY (SEE
5WOP DUr.S.)
EXTERIOR WALL
S"EAT141W, (SEE
NOTES) FASTEN EACW STUD
TO DBL. TOP PLATE
W/ LISP SPT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
r_--�OF EXTERIOR WALL
ASIRAALT SWE4GLFS OVER
30 FELTON 1/16 CAB.
PRE-EW. GABLE TRIJISS
&-f- WMACK
(SEESSTEALD ENG. PACK FOR
SIZE 4 CONNECTION
2x4 a" BLOCKING BETWEEN TRUSSES
W14EFE W BRACW. IS PRESENT
CONT 1,4 SPF RAT RLIN
_CURW Wl (2)12d'. - EA04
(2� 2x4 02 8.TP. DIAGONAL BRACE W/ (3)
12.1.6 * EACW TRUSS (DIAGONAL
X-BRACfW3TO COVER -3-TRU&SE
J'GYPSUM WARD OR J'
Wrw STRENSTW CLO.
NOTE: BOARD
DIAGONAL BRACE CENTER OF TRU" &PAN OR Wr.0-66T RIDGE.
DIAGONAL BRACE TO 06 . ANY OPAN W-0- OR GRATER RLAER TO
TRUSO ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFO�.
0-0:10 30--0- (1) X-BRArE
39)'-1 TO 60'-C* (3) X-BRACE (1) x-BRACE . CENTER AND (2)
BRACE DIVIDED EQUALY RROM CENTER TO END
g_qABI� X-BRACING
SCAL .�
lo GABLE X _:ACINI
bCALEz 1/2'.I'-C'
2. RIDGE ONE SIZE LARGER
TWAN RAFTER SIZE
MIN. (3) t2d NAILS OR
MIN. (4) IIBd GUN NAILS
lx& COLLAR TIE AT EVERY OTWM
RAFTER Ul/
MIN. (3)12cl NALS OR
MK (4) hOd GUN NAILS
Frw_r�_
bU3 MAILER SECURE TO TPW86ES
BELOW Ull
(2)12d NAILS OR
(3) 0d GUN NAILS - EA TRUSS
RAFTER TO TRUSS MTO-12
CREATE VOID POR STRAP
ROOF DECKE40 OVER
PRE-ENG TRUSSES
PIM-EW. TRUSS
CONV. r D ROOF
2 in
0
0'-& TO 34V'-V(1)'X'8RACE
30-f TO 601-0- (3) W BRACE
(I 'X BRACE - CENTER)
(2 'X'BRACE DIVIDED EOUALY PROM CIEWMR TO END)
FIBERGLASS 814INGLES OYER
-W FELT ON 1116' O.S.15,
(2) 2X4 -2 SYP DIAGONAL BRACE
LW 3-12.1 - EA MISS C DIAGONAL BRACE
TO ClOVER 51-TIllows L
2X4 BLOCKING U)-ERE 'X' BRACING
16 PRESENT
(2) i0d NA LS EA END
TO TRUES
6" STPABACK
(SEE WALD ENO. PACK FOR! 11. ra A All MAX A is Ax NET=
SIZE 4 CONNECTION)
>
1/16'065 SWFATWING .24-
USE Sol NAIL AT
4' - EDGESA 6' ... FIELD
1/2* CLG. BOARD
2X4614"O X
MZT,k.A
21 :31;.00- M NAIL CONT. RAT ftN TO
OR 01C. MAx TRIUSS ILL, (2112d - .1 .
2X4 6YP RAT ADJACENT
TO DIAGONAL BIRACIE_
&�IEATWNG NAILM TO Be
61 D.C. IN FIELD DBL TOP PLATE
4' OCAALL EDGES kU/8d NAILS 2X4 STUD 16' OZ- MAX
�c
SCALE: V2*.I'-C*
FINISH o L,4Nr,>IW.
3/4' PLYWOOD FF.
015L 2X6,
LANDING DETAIL
FINISH lo LANDI
3/4' PLYWOOD
ins UPLIFT
SIMPSOM MT&120
WAV 10d ITO TRUft.
AND (4) /A' x 2 1/4
TAPCION5 TO CON
POURED LINTEL
- 2350 UPLIFT
(2) SIMPSOM 14TBMO
MTAI 1 0 ON OPPOSITE
FACIES OF BLOCK WALL
WAIV hVd TO TRUSS
TAPCONS TO COW
3/4' PLYWOOrD UJITH
4 12-D COMMONS WINDER DETAIL
NAILED THF;ZU 3/4'
PLYLUOOD INTO
EACH STRIWSER 7 \\�
3-2 12 SYP STRINCkER I DBL 2XI2
Xr
RE iN-ORCED LU/2X4 SF.F OR
W/CONT. BEAD OF: FLOOR JOIST Ul'
5UB-FLOOR ADHESIVE
FIL-400 OR SIMILAR o
EA HORIZONTAL RUN
SECURE TREADS TO STRIWSER
W/(3)15 3' SCREWS 0 EA
STRIN63ER, UNTWREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR E44EATkIWur
NOTE:
STAIR5 RISERS TO CONFORM
TO F15CR 5TH EDITION (2014)
MIN. TREAD 10', MAX. R15ER 1-3/4'
3/16' MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/a' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
C-dRASFIA51LITY
WINDER$- MIN, 6' UJIDE 0 NARROW END
MIN. 11' WIDTH * 12' PROM NARROW END
34' MIN. HANDRAIL HGT.
-N�\ LESS THAN 4'
p\j�OETWEEN 5fll�
2XI2 TR
CUT D$A
TO 17
_lX& R19ER
11 V
(3) 10cl CUT NAILS
2X4 P.T.
SLEEPER INTO
SLAB
\HAND RAIL
1/2' DRYLUALL-,\,
IXIO TRIM-`
-I' NOSING TYP.
___�STAIR SECTION DETAILS
Design
rouir..
6
1441 N. RONALD REAGAN BLVD.
FL 32750
LONGWOOD,
PH: 407-774-6078
FAX: 407-774-4078
www.abdoOgngroup.com
AA M. 0003325
L A
"I
SILVERADO
LOT 30
BLK 6
PROJRCT#
04128.000-03061
MODNU
4EHB
"2605-HAYDEN"
GAAAGZ 111111WINCt
RIGHT
PAGlk
misc.
DETAILS
150 MPH EXP. B
r AFICHTECT'-
STATE OF
in
�_ Ai"
11/09/17
DATM
BCAXJk 1/4"=l'-O"
83cmw
D5J
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXFIRA71ON DATE
FL 10446-R4
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 104WR3
SIMPSON STRONG -TIE CD
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-R2
LISP STRUCTURAL CONNECTORS
STRUCr COMP.
WOOD CONNECTORS
2M4 FBat
12/31/2020
FL 17244-RI
LISP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FOCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-R2
FL ln36
USP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-RS
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBat
7/31/2019
FL 14253-R3
PLYGEM
FIXED GLASS
2014 FBat
7/31/2019
FL 15217-R4
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCIt
12/31/2017
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
R IS333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
1Z/31/2017
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUT`rERS
STORM PANELS
2014 FOCR
1Z/31/2017
FL S679-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCIt
12/31/2038
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCIt
04/13/2018
10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
R 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBat
01/01/2018
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-R2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
R 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FBCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.RORIDABUILDING.ORG
CONTROL DATE: 09/26/2M�
A R C N I T I C T 8-1
GrZ1)es n
ouslOv.ne.
41 N, RONALD REAGAN BLVD
LONGWOOD , FL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdesigngroup.com
AA k. 0003325
Q4
FSILVERADO
LOT 30
BLIK 6
___. I
1pnoam
04128.007-03061
4EHB
"2605-HAYDEN"
GARAOR 0'WWM
RIGHT
IPAGIM
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
pl; -1
I= 11/09/17
8CASM 1/4"=l'-O"
simm"
k D6
ME URED TIED TO LATH . S'
Or- MAX (VERTJ. NOTE, DO
NOT FASTEN CONTROL JONT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES tU/
%- LEG MAI BE USED TO TEMP.
DURING INSTALLATION
r,�
, M!%.TGVE.EZ�A_1!��7
J' THICK 3 COAT CEMENT
PLASTER
UM LAYER -2, FORTFIBER
BUILDINd. PAPER
APPROVED METAL LATH
FASTENED *1' (VERT.) OJC:, MAX
AT SUPPORTS
UM LAYER ".
STUCCO WRAP
WOOD 6WEATWW.
ATW SHALL Nat
IE CONTINUOUS
H�W CONI
OtNTS BUT SHALL
1E STOPPED AND
IED AT EACH SIDE.
'ER ASTH CC63
PROIADE 2X4 BLOCKW.
JOJ4.—
PLACED FLAT MAX. 6' TO S'
FROM CONTROL JOINT WHEN
WNTROL JOINT FALLS ON
i2M-
FASTENERS FOR LATH TO BE MAI] OR
STRUCTURAL STUD
�q
r
APLES IN CCMPLIANCI-= Uk ASTM _V63
IIIIRE TIES TO BE (NO. 18) CAV41S' WIRE
1. 15LOM"r
, SWCUN MAY BE IN ADDITI
0 WALL STUDS REQUIRED PER PLAN
(—J)"M" TYPE CONTROL
JOINT
Pt. A
(�) I---
2. CMIZASE Wl'. 5
. �� WI. .
F
J'TWICK 3 COAT CEMENT
PLASTER ~1111), W'2 �T
CIVIIINT PL"18R (�
UPS LAYER -2, FORTIFIBER
BUILDING. PAPER � CWY�
UNM LAYER 9,
9?UCCO U#tAf'(Pt4tlt �LY)
NOTE,
APPROVED BUILDW. WRAP
SWALL BE LAPPED A MINIMUM OF
'. - VERTICAL LAPS (ROLL
4'.4'69ILF-ADWERIN6. MEMBRANE
FLASHW. (COMPATIBLE UJ/ HOUSE
OUSE
ENDS) 4 HMZONTAL LAPS.
UJRAP MATERIAW OVER
ALL BE TA D
LATH VERTICAL LAP TO BE I'
APPROVED = 11IRAP�
i
WITH tBER SWEATWW. T
FLASWINd, TO EQ-EM
V OR LESS PH -E
PENETRATION
-x—
CUT AND OVERLAP ONE SIDE Or
T
METAL LATH
SELF-ADWE Wn. tl�—
FLASWW.
STEP 01
MM LAYER -1,
J'TWICK 3 COAT CEMENT
STUC4DO WRAP
PLASTER
METAL LATH
.2i"011"T"'ISEM
-�-LAYER -2, FORTFI5ER
IURB LA
BUILDINIEPRAPER
BUILDING. PAPER
IVRIS LAYER -1,
STUCCO UPAP
INSTALL FASTENERS (CLIPS,
WOOD SHEATHING.
STRAPS, STAPLES) AS
REQUIRED TO SECURE
��Z,
PIPE/ UARE TO FRAMW. i
i
Z�
A P �ER �P
SCALE,
N LATI
4.
ALL L�A—�
(4) KICKOUT
DETAIL
a PLANd& *T0P
Alll�
M�Nl
MTALI
—TZ. Taw sr� lavo
boLDEK QQ-bk2xav
IN= N6TALL
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF: METAL
PLASTER BASES &WALL
15E SECURED TO
FRAMING MEMBERS.
THEY 614ALL BE TIED
BETUREN SUPPORTS
W TW 0,V415- NL (121-MM)
WZ AT INTERVALS NOT
MOPE THAN 5' (22S-MM).
AS PER ASTM C"3
lal
FOR REPAIR OF TEARS
IN UM LAYERS, TEARS
MAY BE PATCi-ED
014OUSE IJRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
21
ROOF
`UCM
SI,EATI
BUILDI
PAPEF
8TUCC.
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHIWa OR CMU
WR5 LAYER fl,
STUCCO URAP (FRAME ONLY)
J'THICK, B COAT CEMENT
PLASTER(rRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL 5CREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASWIWa
(NAIL TO ROOF: DECK, NOT
LUALL SHEATHING)
CAP SPIW3LE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
/- ROOF FIER ELEvATIONS
L" FLASHING.
N.T.6.
3A
I
6' Z SELF-ADWERNa MEMBRANE
FLASHING. eCOMPATIBLE W HOUSE
UIRAP MATERIAL) OVER 4'.4'
SELF-ADHERIN6, t"IEMBRANE
rLASWINa OVER APPROVED
WOUSE UIRAP,
rim ONTO PIPE
— CUT AND OVERLAP ONE SIDE or
SELF-ADHER ' MEMIBRANE
6TEF 02 rLASww. w
IURB LATER -4,
STUCCO URAP
UMM LAYER -2, FORTFIBER
BUILDINd. PAPER
METAL LAT14
WxVSELF-ADHERIN63 IlEt'�
FLASWW. OVER 4'x4'
SELF-ADWERING. MEMBRANE
rLAbHW. OVER APPROVED
HOUSE IURAP.
—4-.4'eeLF-ADHERING f-�
rLA5WWG OYER APPROVED
HOUSE IURAP.
44D ONTO PIPE
"—V CIONT. BEAD OF SEALANT
---INSTALL APPROVED WOUSEIURAP AIR
INFILTRATION BARRIER OVER
bHEATAW.
ELA&TOMERIC COATING. OVER STUCCO/
CV. FINISH (SEE TYP WALL SECTION)
SECTION PER FBC RM-61
EdwrlWowr Wolftft wd
E�Iadw u- of pordard � pl�
�W —pty �flh ft woo.
r.W—ls f ASTM C 926-12A-
.fth ASTM C 1063-12A-
TR,4T
LEGEND
DfRAINAGE PLANE (WfR5
LAYER 1*1, STUCCO WfRAF)
WIR5 LAYER *12 (FORTIF15ER
5UILE)ING FAFER)
METAL LAT�4
STUCCO
WOOD SHEATHING
X—X—X—X
&ELF-AC)HE51VE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO BE FER F5C
R-103.6.1 / 46TM C-04-1-0S, MIN. 2.5 L55.
f=EfR 5a. 'TAfRD (UTILITY OR NOMINAL
LATH I)CES NOT MEET 5FECIFICATION15)
F11,01
F—A R C IN I T E C T Ill
6
NS'!gn
G r WOO. 2.
P ine.
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-15078
FA)L 407-774-4078
www.abdesigngroup.com
L t.0003325
SILVERADO
LOT 30
BLK 6
Pnoj=T#
04128.000-03061
4EHI3
"2605-HAYDEN"
GARAGM SIMMO:
RIGHT
IPAGIR:
WALL
ASSEMBLY
DETAILS
V, 150 MPH EXP. Bj
ARCHn'ECT'.
STATE Of= FLORIDA
140
r-pmngT -1
DATjlb 11/09/17
MICALIM 1/4"=l'-0"
a
WAI
I
t7
SACKER ROD
5ACKER ROD
WIRE, LAYER -1,
STUCCO WRAP
INSTALL W SELF-ADWERIN60
MEMBRANE rLASWW. OVER
TOP. SIDE(S) AND BOTTOM
FLAW.ES OF: NON-MOVASLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHW, TO BjEw
1. BOTTOM, 2. SIDES, 3. TOP
VENT CAP 16 TO BE W IN BED
OF: SEALANT AT TOP AND
SIDES ONLY. SEALANT 15 TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AIROUNID
VENT -APPLY SEALANT ALL
JOINT$ AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, V CAULKIWG * JOINT
ALL AROUND
PER FBC R703.6.1
Exterior use of pordand cernent plaster
11
shall comply with the application
requirernents of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
j'THIC*, 3 COAT CEMENT
PLASTER
METAL LATH
WRIS LAYER -2, FORTIFIBER
BUILOW. PAPER
WOOD SI-EATHING.
DRYER VENT (FRAME)
WOOD SHEATHrW.
WIM LAYER M,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDINd. PAPER
WOOD —
CONSTLICTION
—METAL LATH
a, Cm
VINYL CASW. 15EAD
WRAISED BAND
X, TO)v
6' WIDE STRIP SELP
ADHESIVE rLASWIW., CLEAN
MASONRY BEFORE APPLYING
=jl
ST014E VENEER
OVER SCAPATCW COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKJ-
LEGEND
DRAINAGE PLANE (WR5
LA'T-ER 01, STUCCO WRAP)
WR5 LAYER *2 (FORTIFIBER
BUILDING PAPER)
METAL LAT�4 X—X—X—x
STUCCO 'L_ ____ = - �-_ �
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBG
R'103,6.1 / A5TM C-641-0c3, MIN. 2.E, LBS.
PER 60. 'rARD (UTILIT'T' OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
(P' SELF ADHE51VE
OVER TOP 4 SIDES
SELF
FLAS4411SIrs
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
(@ DRYER VENT (BLOCK)
BUILDIW. PAPER
OVER 'QUICK
FLASH'
PIPE TwROUrw —
WALL
6' SELF ADHESIVE
FLASWIWS (INSTAL
PER MANUIF. SPEC
51JILDIW3 PAPER
UNDER 'QUICK FL4
ELEC. METEF
VERIFY LO
A VENT PENETRATION
SCALE: N.TA
`111�ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WRI5 LAYER *2, FORTIF15ER
5UILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
la' TO %' MID-LUALL
WEEP 5CREED
&' SELF-ADHESIvE
FLASHING
WOOD rR.AMED
WALL
ORIZ, EEP SCREED
(FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF: PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
15OCYANOTE-POLY15LEND FOAM
-('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
-F7 15ASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
_71-- Z �� I
STUCCO SCRATCH COAT
4 1 COAT OF FAINT W/eACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION OVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM15O OR METER CAN AND
DWONNECT
ELECTRICAL CONDUlT
PENETRATION
CUT OPENIW3 IN —
APPROVED WOUSEWRAP
FOR BOX INSTALLATION
WR5 LAYER 01,
STUCCO WRAP
WOOD SPEATHINCz
APP OVED
HOu5EWRAF`
BELOW
CUT SUCH TWA
NO MEMBRANE
ENTER$ BOX,
APPLY TO PAX
ECe,E
APPLY E-Z
OVER ( .0 M
CIR-40E ID,
FELT-PROVI
SEALANT AT
JOINTS AND
INTER5ECTIC
&TEF *'I
5TEF *5
WOOD 5'-4eATHIW.
UR5 LAYER -1,
STUCCO WRAP
WPM LAYER -2, FORTIFIBER
5IJILDIW3 PAPER
METAL LATH
WOOD
CONSTIM14-TION
FASTEN TO WOOD STFWC-TURAL
MEMBER *'I* O.C. MAX
Cm ----------
Ys' TO)j' MID -WALL
- V_Z, WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASWIN53, CLEAN
�MA60NRY BEF09M APPLYW.
v PW416H - MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRIS LAYER 01,
STUCCO WRAP
A
CUT *X' INTO —
_f]
SELF-ADHERIW�
X
MEMBRANE FLASHIWG
APIPLY SELF-ADHERIW�
MEMBRANE FLASHIW.
OVER BOX AND OVER
APPROVED WR!B LAYER
STEF
*`2
WRB LAYER 01,
STUCCO WRAP
APPLY 1�1� MIN
_SELF-ADWERIWS
r.RAD5
MEMBRANE FLASHIWS
OVER
SELF-ADWERIWG
FLASWIWS OVER
APROVED
WOUSEWRAP
_j
11 R 3 LAYER -2, FORTIFt5ER
BUILDIWS PAPER
STEF
*4
ELASTOMIERIC
COATIWG OVER
4
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
-METAL
LATH
6TEF *5 6 T E F>
(:�) ELECTRICAL RECEPTACLE
_7
P-A 9 C N I T I C T SN
6
F%aai n
G
"I N. RONALD REAGAN SLVD.
'0
LONGWOOD, FIL 327150
PH: 407-774,6078
FAK 407-774-407j$
wwwAbdosigngroup.com
AA t. 00OW25
F-SURDIV. & 1,0T.;1
SILVERADO
LOT 30
BLK 6
]PROJEW"
04128.000-03061
%W]D=.
4EHB
"2605—HAYDEN"
GARAGM OWWO:
RIGHT
]PAO]III:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B J
AP10-111ITECT:
STATE Of= FLOW
C L
rDATM 11/09/17
8CAIM 1/4"=V-0"
a ff*�
*Ez"
W _V�
A2
WOOD SHEATHING
WOOD
CONSTRUCTION
WHAT CHANNEL —
I^' TYPE -X- i�RYW L
WOOD SWEATWI� —
WIRB L �R 14
STUCCO WRAP
THICK� 3 COAT CEMENT
PLASTER
WRB LAYER -1,
STUCCO WISPAP-
AMICO AM6&-WFWC-1aQ
CUSTOM CASING BEAD
WRIS LAYER -1,
STUCCO WRAP
WIRS LAYER 12, FORTF15ER
BUILDING PAPER
J'TWICK 3 COAT CEMENT
PLASTER
W SAP. * TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4* POSITIVE DRAIN
WEEP-Aaaff=
Y2'
6' SELr-ADI-EREING
FLAS44W. WRAPPED
- TOP Or IJLEEP SCREED
TO SHEATHING BELOW
WIRB LAYER -1,
STUC4::0 WRAP
WIRB LAYER -2, FORTIF
BUILDING PAPER
— 6' SELF-ADI-EIREING
FLASHING WRAPPED
* COIelER Or CANTILEVER
NO GAP IN FIELD ---1
(91-10IN FOR CLARIFICATION OF
SEPARATE ACCES50RIES ONLY)
CASING BEAD
DTL. (9) CANT.
(�� SCALE: 11/2*-]'-V'
NOTE:
�-IETAL LATP: LATP TO BE PER FBC-
R7103.ro.l / 45TM C-834-1-0e, MIN. 2.5 L55.
PER 5a, 'TARD (UTILIT"r OR NOMINAL
LATP DOES NOT MEET SPEC IF ICAT IONS)
1 3/4 WES
HAT CW L
VINYL CASING BEAD
5/S' TYPE *X* DRYWALL
W/TEXTURED 4 PAINTED
FINISH
a- THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL C ING BEAD
DRIP EDGE
INSTALLATION
VINYL CASING BEAD—\
5/8' TYPE X . MDRYWALL
&TEXTURED 4 P TED
THICK, 3 CO T CEMENT
PLASTER
VINYL CASING BEAD
WOOD CCINSTRUCTION
LLEAT14ER RESISTIVE
BARRIER -1
UJEAT14ER RESISTIVE
BARRIER -2
J'THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
D&Z--141i 111754 F-I;:Y--V, I
(SWOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
J'THir-K, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD 5WEATWIW.
HEADER,15EAM
(SWOUN FOR CLARIFICATION OF:
SEPARATE ACCESSORIES ONLY)
@D-RIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUIS-FLOOR DECKING
PRE -ENGV TRUSS
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE -
BARRIER -2
J'TWICK, 3 COAT CEMEN-f-
PLASTER
METAL LATH
WOOD SHEATHING-
4' POSITIVE DRAIN
w9ge-ocRuiz
ES
Z— NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
J' THICK, 5 COAT CEME
PLASTER
SHERiDEA12
ANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCC0 WRAP)
WRB LAYER 02 (FORTIFIBER
BUILDING PAPER)
METAL LATH X—X—X—x
&TUC;C:0
U) L.-) L�) 0 H = A-� I H I IN
5ELF-AD�4ESIVE FLASHING
COLLM 51-11EATWNG
WEATHER FMS�ST7
BARRIER -1
FINISH LAYER (2 LAYER
3* X 3'2r. GA. GALV.
WEATHER RES ST VE
PEEL 4 STICK)
METAL DRIP EDGE
SET IN FULL BED Or
BARRIER -2
SEALANT )j'MIN.
W SAP.
(V PEEL d
spAcr: FR'OM DRIP
PEEL 4 STIOK
STICK 0 DRIP
EDGE TO
FACE TO TREX
1)6'x3' V FLASWIWS
DECK
FULLY EMBEDDED
IN ROOF CEMENT
1 )J' X 3' 26 GA GALV.
Y4, GAP FOR BACKER
METAL DRIP EDGE
IJ6-XI %- RT. OR SIMUL TED
ROD 4 SEALA14T
Y4'GA FOR BACKER
7
SET IN FULL BED OF:
WOOD (TREX) FILLER,
ROD I SEALANT
.. —11111
SEALANTjJ- MIN.
SPACE FROM DRIP
CONTINtJOUS
FACE TO TREX
WEATHER RES15TIVE
WATER PROOFW. I
WEATHER RESISTIVE
VINYL CASING, BEAD
BARRIER -4
LAYER (2 LAYER ;� 4�
BARRIER -1
WEATHER RESISTIVE
5TICK� WRAPPED FRCtl
WEATHER RESISTIVE
WATER PRC�OFIW. I.t
z
BARRIER -2
BALCONY DECK TO
BARRIER -2
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
CANTILEVER
4 STICK)
COLUMN SHEATHING
6' PEEL 4 STICK 0
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
\PEEL A STICK
SAF.
SU6 FLOOR
EDGE
, 11
)�'x3' VFLASH;NG
3' X 3' 26 GA. GALV.
&MJB FL
FULLY EMBEDDED IN
METAL DRIP EDGE
'SET
d
ROOF CEMENT
IN FULL BEID OF
i
I V X 3' 26 GA. GALY.
1)�*Xl 1%,' P.T, OR 5 LATE
SEALANT,�'Mlhl.
METAL DRIP EDGE
WOOD (TREX) FILLE
SPACE FROM DRIP
FACE TO TREX
I)J'xl)J'P.T. OR 5IIr,1UL
ATE
SET IN FULL BEE) OF
CONTINUOUS
BEAD
WOOD eTREX) FILLER
SEALANT,)J' MINL
Y.
, GAP FOR BACKE
4
VINYL CASING
CONTINUCIUS
SPACE FROM DRIP
ROD> 4 SEALANT
WATER PROOFING lot
1
V GAP FOR SEALANT,�X
ZPACE TO TREX
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
OPT, BACKER ROD.
PEEL A STICK)
STICK) WRAPPED FRCM
MODIFIED W
WATER PROOFING 1&t
3/4 RESILIENT
HAT CH L
BALCONY DECK TO
CANTILEVER
3/4 RESILIENT
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
J' THICK, 3 COAT CEMENT
HAT CHANNEL
BALCONY DECK TO
PLASTER
VINYL CASINQQ MaAa
CANTILEVER
METAL LAT14
I' THICK, 3 COAT CEMENT
5/8' TYPE *X* DRYWALL
WOOD SHEATHING
PLASTER
W/T'ExTURED 4 PAINTED
WEATHER RESISTIVE
BARRIER -1
5/6* TYPE 'X' L
=ANTE6
METAL LATH
FINISH
WEATHER RESISTIVE
W/TEXTUIIRED 4
WOOD SHEATHING
THICK, 3 COAT CEMENT
BARRIER -2
FINISH
PLASTER
J'TWICK, 3 COAT CEMENT
WPOSITIVE DRAIN
SCREED
VINYL QCj;NER BEAD
PLASTER
UEEP
I
VINYL CASING BEAD 0 GAP IN FIELD
I
VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF
ISHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY
VrNTL CASING BEAD
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
BALCONY
EDGE INSTALLAT10N
DRIP
e COLUMN
(W/"L" FLASHING)
SCALE: NTS
UJO00 SHEATHIW3
2x FRAMING MEMBER
WRB LAYER -1,
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 12, FORTIFIBER
CORNER IBEAD
BUILDIW. PAPER
FASTENED TO SHEATHING
-V O.C. MAx.
METAL LATH
J'TWICK, 3 COAT CEMENT
PLASTER
WR5 LAYER 01,
STUCCO WRAP
FLASHING
WOOD SHEATHING
METAL LATH
r->RIFI CAP
WRIB LAYER *2, FORTIFIBER
BUILDING PAPER I WINDOW FLANGE
(14 A CORNER BEAD 0—�) FRAME
2 '/2
A
��T�Nw-m 1��- L.,
(FASTENER 4 SPACING 6 1' O.G.)
cmu
%- THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
WOOD SHEATHING
Y R 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
L LATH
META
(E XPLOIDED J' THICK, 3 COAT CEMENT
vi EW FOR PLASTER
CLARITY)
WRB'LAYER -1,
STUCCQ
�7
UJRB LAYER *2 FORTIFIBER
BUILDIW, PAf;ER --_
METAL LATH
THICK, 3 COAT T
OAT
PLASTER
V
r->RiF, C:AF
UJINDOW FLANGE
CASING BEAD (5) WINDOW
(FRAME, NO BAND)
--I
A III C N IT I C T I
GWO1117%aa,
III n
.nc.
1441 N. RONALD REAGAN SSLIVID
LONGWOOD, FL 32750
PH:407-77440J78
FAX, 407-7t744O78
www.abdamigngroup.com
AA #-.
V
L076
SILVERADO
LOT 30
S jBL K 6
p ;=,j
noa=T#
04128.000-03061
movm.
4EHB
"2605-HAYDEN"
GARAGM MrWXKO-
RIGHT
PAO]&
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B J
F- AFoCHIITECT--
STATE Of=
F-PnngT
DA,Ta 11/09/17
BCAXJM 1/4"=1'-0"
w*Emw
WA3
10
WOOD SWEATWIWA
WRIB LAYER -1,
STUCCO WRAP
WRIB LAYER 02, FORTIFIBER
15UILDIWS PAPER —
METAL LATH
J* THICK, 3 COAT CEMENT
PLASTER
ro'SELF-ADHERING—
FLASHING
VINYL AW
GLED
CASING SEAD
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
METAL LATH
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
IBUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINTL ANGLED
CA5ING E�EAD
VINYL CASING BEAD
WOOD SHEATHING
WRI5 LAYER 01,
r
STUCCO WRAP
WRIB LAYER *2, FORTIF15ER
5UILDING PAPER
METAL LATH
J" THICK, COAT CEMENT
(E ODED
VIE FOR
-3
PILASTER
CLARITY)
WR5 LAYER -1, —
STUCCO WRAP
VINYL ANGLED
WRI5 LAYER -2, F-C
BUILDIWS PAPER
METAL \ LATH
J'THICK, 3 COAT
PLASTER
&'SELF-ADHER
FLAE-A-11W-2 —
DRIP CAP —
WINDOW F1 AkL'
Y,' GAP TYP THICK, 3 COAT CEMENT
CAS'N,_ BEAD PLASTER
METAL LATH
IX TRIM MEMBER
STUCCO TO
SIDING TRANSITION UPS LAYER 12, FORTIFISER
BUILDIW3 PAPER
-7 UJOOD SHEATHING.
F'.:
URS LAYER -1,
LR5 LAYER 44,
STUCCO WRAP STUCCO WRAP
CA51WS BEAD
SELF- ADWERE ING
FLA56PING OR PEEL 4 STICK
SIDING TO STUCCO
A I AD
WOOD 5�4EAT�41NG
WOOD CONSTM�CTION
BEYOND
UZOD 94-MATWW. —
UEAT14ER RESISTIVE
BAFtRfER -1
WEATWER RESISTIVE
BARRIElt -2
AP SOW.
Af
WSELr-ADWERW. —
rl_A8i4W.
STARTER STRJP—
GALVV METAL
*Z' FLA&WW.
FA
&ELF
FLA044W.
WEATWER RESISTIVE
BARRIER -q
tLEATHER RESISTIVE
ISAPMER -2
41k WSELF-ADWERW.
� FLASWW.
GALVD METAL
WFLA&4W.
M� OR
WOOD TRIM MEMBER
g&d= CA&ING r
L"61 SIMULATED
TRIM MEMBER
SEAL GAP LYCAULKW.
OR APPROVED SEALANT
W CASW,
SIDING TO STUCCO
(9) BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO 5E PER FBC
R-103.90 / ASTM C-841-0S, MIN. 2.5 1_55.
PER 5Q, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
UJR5 LAYER 01,
WOOD 0"Tfar-TION
BEYOND
6TUCCO WFR,4f-
WOOD SWEATWING
UMATHER PM616TIVE
BARRIER
UJEATWER FE616TIVE
CARRIER -2
WR5 L,4TER 02, F0fRTlF:15EfR
Xx ALAP SlDNG____
RE
51JILE)ING FAFEIR
WSELF-ADWERtNG
rLAS14W.
METAL LAT�4
STARTER
OR
T�41CK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
FL,46TEIR
GALV'DMETAL
'Z'FLAbWlN5.
CLARITY)
LY,,*.X 6'bftLATED_____
TRIM MEMBER
CASING BEAD Ca) RAISED
17A BAND (FRAME)
SCALE: 1 1/2'=V-0-
(W/%, PLFX15LE PVC
BACXER POD)
6' SELF-AD�GRIW.
PLA514W. —
��CKot COAT —
ASTER
LLEATWR RENSTIVE-
BARRIER 'I
WEATWER RES46TIVE-
BARRIER -2
-------------------------------------------------------------------------------------------------------
J' THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
WINDOW FRAME WRB LAYER 02, FORTIRBER
T�/ BUILDING PAPER
E-Z BEAD VINYL CA51NG
(W/3/&' FLEXIBLE PVC BACKER ROD)
2X FRAMING -
MEMBER
-------------
T_ 6' SELF 14ERJW.
URATWER RESISTIVE
BAPMER M TO LAP
6* MK ABOVE TOP
OF 'Z'FLASWIW,
UEATWER RESISTIVE
ekaimrm .1
UJEATWER RESISTIVE
BARRIER -2
GALvV METAL
'Z* PLAOWW.
UAEAT14ER RESISTIVE
BARRER -1 TO LAP
WMR ABOVE TOP
11 Z'FLAbWWG
6 L
L.
SIDING TO STUCCO \—u
19'
(9 FRAME TO FRAME
@ TRANSITION
x"SLE PvC
elm)
REWSTIVE
2
SEALANT
WINDOW FRAME
WINDOW FLANGE
2X rRAMIW-2
MEMBER
BUILDING
WRAP
--------------
WRB LAYER 01, -STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ral SELF ADHESIVE FLASHING
\_�_ WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
--------------- i ----------------------------------------------
Y�' 1,4P 7-1-- J' THICK, 3 COAT CEMENT
C45,NG E3;z,4:D F---PLASTER
70 UJ�NDOU) / /-----METAL LATH
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHIN63
WRIB LAYER *I,
STUCCO WRAP
(o'Wlr)E PEEL 4 STICK
OVER FLANGE
E-Z IBEAQ VINYL CASING
AU/No' FLEXIBLE PVC BACKER ROD)
-APPLY FULL BED Or SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
----------------------------------------------------
EZ BEAD WINDOW CASING1
LEGEND
DRAINAGE PLANE (WRI5
LAYER 01, STUCCO WRAP)
WRIB LAYER 02 (FORTIFIBER
15ULDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
&ELF-41)HESIVE FLASHING
A a c N i r i c T s
GrWqDe%n
ouw.2..
LONGWOOD, FIL 32750
PH: 407- 744078
FAX- 407-774-4078
www.abdosigngroup.oDm
6 AA #.- 0003325 1
LW"IDTV. A. 70�1-
S SILVERADO
IL
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WALL
ASSEMBLY
DETAILS
1%150 MPH EXP. Boo,
ARCHnIECT. -1
STATE OF FLORIDA I
I I
I / 1;, A
r"pw 11/09/17
m
SCAUM 1/4'=V-0"
WA
TEMPORARILY
FOLD _Up 4 SEC
WOUSEWRAP (C)
CUT WOUSEWRAP- TUCK FLAP UNC
AT 45* AW.LE &t HEAD
135,
MODIFIED 'I' CUT -
IN "OUSEWIRAP
LINE OF WINDOW-
OPENIW.
rOLD 1,40USIEWI
IN AT JAMINS 4
APPROVED kOUSEWRA�p�
OVER &-EATWIW. DVER SLOPE SILL R
WD STUD WALL
STEP 1
INSTALL 6'
SEI-r-ADWE
FLA--A4lW. C
"LNG FL,
JAM55
%TEND FL
BELOW 6
FLEXIBLE f
DO NOT SE
FIN
NOTALL 6'
SELF-ADWE
rLASHIW. C
VINYL �-EAI
FLA%4W. (
DAMS) NAII
FLAW.E
EXTEND
SELF-ADHE
FLASWIW. I
BEYOND J,
FLA%41W.
NSTALL vII
CAP
ALr-sN FLASWIW.
W1 INT. EDGE Or
SILL RO.
MEC44ANICALL
FASTEN FANNED
EDGE5. (CAP
NAILS, 5TAPLES)
INSTALL DUPCNT
FLEXWRAP AS TWE
FLA54-41W. AT TWE SILL
FOLD HOUSEWRAP
DOWN 4 TAPE
DIAC.CNAL CUT i
ACF4066 WEAD OF
WINDOW
STEP 3
STEP 8
�r
APPLY %'NCM
C4NTiNI.IO(lS BE,
OF: SEALANT AT
JAMBS AND WE�
APPLY TO BA0
WINDOW NAILIW.
rLAW.E IN LINE
PRE -PUNCWED
14OLES OR SLOT
TYP
INSTALL r.' UDE ADHESIVE -
BACKED FLEXIBLE FLA--,WIW,
MATERIAL OVER DRIP CAP
JOINT (PROTECTO-U;ZAP
5T-20XL � EQUIv)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
&C,4LE: NTS
STEP 9
INSTALL
PLUMB, I
AND $a
MANLFAC
WRITTEN
INSTRUC"
OVER JOINT
�L IT IS TWE CONTACTORS RESPONSIBILTY TO VERIFY
TWE COMIoAT151LITY OF: ALL PRODOCTS INCLUDINd.
1-101USEWRAP, SEALANTS 4 SELF-ADWERINGS
rLASWIW. MATERIALS USED DURIW. CONSTRUC-TION.
2. INSTALL ALL MATERIALS PER MANIPACTURERS
WRITTEN SPECIFICATIONS
WAJRNIW- SEALA14TS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
!NOTE,
�CLEAN AND SEAL JAMB TO SILL JOINT$ WITI-I
DOW IISS FOLLOWIW3 COMPLETION Or
iXTERIOR
RETROFIT WOW
NOTE:
REPAIR SC-WEME SWOWN SWALL BE
IMPLEMENTED AT ALL WINDOWS WITW
EVIDENCE Or WATER INTRUSION BELOW TPE
WINDOW OPENIWG
,NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITW
SEALANT
A R C N I T 9 C T 111`4
6
r%ac
...,Vn
G r2o 1UP0. a.
1441 N. RONALD REAGAN BLVD.
LONGVVOOD, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
AA C 0003325
FRI
oumlv. a Ler.
SILVERADO
LOT 30
BLK 6
pnomw" 1
04128.000-03061
mo
4EHB
"2605-HAYDEN"
GAI&AGM 8MUM:
RIGHT
PAOX
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
%.150 MPH EXP. B,,f
APA>*TEC'r.
CPA
S -1
TATE OF FLOMA
o
A.
I NO 93723
I
FD 11/09/17
1W.AlM 1/4"=l'-O"
ozcmw
WA5
0.
2x(o SUB-BANb
'7117
W/I'x4' NOTCH im
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
METAL FASCIA WRAP
-1/8' TEXTURE D
�FIN15H 6 WOOD
1/2' TEXTURED
FIN15H a CMU
METAL FASCIA
2X& $US BAND
WRAP Ya' FROM
STUCCO, V FROM
WOOD WALL
ELAN E3
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2Xro
SUB BAND ONLY
OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
___�,\,r_>RIf- EDrzE, I' OFF WALL
-1
VNOT INTO STUCCO)
(Z�ELEVATIQN
1�
r='�FL,4N A
`4�
1*1/8' TEXTURED FINISH iv
I
/WOOD, 1/2' TEXTURED
FINISH 0 CMU
2xro SUB -BAND W/I'x4'NOTr-H v
END, WRAPPED IN FEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL, SUB BAND 2-
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-0'
5CA55ED TO TRU66
W/12d NAILS &'-V
O.C. MAX�
q�_2x SUB -BAND WIV2'x4'
NOTCH 6 ENE)
METAL FASCIA WRAP
EDGE
EXTERIOR WALL
(FRAME OR CMU)
1/8, TEXTURED
FINISW * UX=,
1/2' TEXTURED
FINI5+4 - CM
METAL LATW
WRIS LAYER -4,
STLIC40 WRAP(FRAME ONLY)
URS LAYER -2, FORTIF15ER
BUIL0tW. PAPER
(FRAME ONLY)
RC0FIW. CEI"IENT
DRIP EDGE
METAL KICK OUT
SUB BAND DETAIL (4) WALL
SUB BAND DETAIL @> WALL
W/KICK—OUT
OR CMU
'APER
:DGE
�ENCE POINT
FOR WALL OFF
: COMPONENT5�
FLASHING, WRAPPED
ABOVE 50TTOM OF
!DGE
-BAND
'NOTCH
RAPPED IN
I STICK
CEMENT
=_DGE
OMITTED FOR
CLARITY
ME OR CMU
L KICK -OUT FLASHING
7 PAPER
= EDGE
FERENCE POINT
_Y FOR WALL OFF
OF COMPONENTS)
AL FLASPIWi, WRAPPED
Y4' ABOVE BOTTOM OF
= EDGE
UB-15AND
x4' NOTCH is
,, WRAPPED IN
L 4 STICK
DF CEMENT tv
ROOF EDGE
OMITTED FOR
CLARITY
A R C N I T I C T I
6
Design
G rMo VUVOI. 2...
LONGWOOD FL327W
PH: 407-7i4-W78
FAX 407-774-4078
www.abdesIgng=p.cDm
AA 0. 0003325
rmu=rv. at I
SILVERADO
LOT 30
BLK 6
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04128.000-03061
mopmu
4EHB
"2605-HAYDEN"
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RIGHT
PA03h
WALL
ASSEMBLY
DETAILS:
SUB —BAND
1% 150 MPH EXP. B of
APlCHnr:cT-..
STATE OF
AL. —A
AR NO 93723
rDA-M 11/09/17
SCAIM 1/4"=l'-0"
9311133"
BW A 6
�7
UPSTAIRS
BDRM. LIVIN
LL 1 14' 5/A
A% FROM
ABOVE BDRM. #5
12xs 12xs
lox&
F- xr
PASS P.IX ,
I= LAUN
T44R.0 Twmj
T'
BATH F T
SX4 L!T 11 T
1- 4-1
T
L 14Xr.
I I I - -'—1 W.I.c
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ABOVE
BDRM,
OWNER'S
SUITE
L:
<
W-I-c
SECOND FLOOR MECHANICAL PLAN
P-A 2 C N I T 1 9 T 8
G r ZDesi n
OUSPOF. .-
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdasigngroup.cDm
L AA #-. 0003325
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SILVERADO
LOT 30
BLK 6
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04128.000-03061
moDam-
4EHB
"2605-HAYDEN"
GAMAGN 8Tfl
RIGHT
3'AgPCOND
FLOOR
MECHANICAL
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150 MPH EXP. B _j
ARCHRECT
STATE OF FLOND
DATM 1111/09/17
BCALZ: 1/4"=1'-0"
Blue=
It
4 ccw� =w. v &W
��TWV�
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1-STORY FOOTING
1-STORY FOOTING
2-STORY FOOTING
I -STORY FOOTING
PLL 72ft" TPWATPW U
BLOCK WALL
AT L. B. W. (W/ UPLIFT)
AT
JZ iA
AT NO -UPLIFT)
STAIR DETAIL
GARAGE STEP-UP
rr__� NON -BEARING
'T
P.T. W. �n 1.
iJ
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4'—
;'l
V�
WAIMR M
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GARAGE STEP- UP
GARAGE STEP-UP
GARAGE STEP- UP
GARAGE
TEWULP
NO
2-STORY LB.W.
SLAB AT GARAGE
1-STORY FOOTING
(:����IFT
2-STO B.W� W/ UP11FT
- _E_
LB.W ff IFT
613
SERVICE DOOR
/�o AT GARAGE
�UPL
�W/NQ �UPUF.T
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2-STORY FOOTING
AT—G
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EXT./INT. FRAME WALL TO
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AT
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HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
REINFORCING
/'�v BEARING CHANGE
1-STORY FOOTING
REBAR LAP AT FOOTING
/�AT LINTEL CORNERS
�'n�.AZ_BLOCK -WALL_
Al_I_ F'00TE:TZS
AT F'Il,-Tisi-i si-AiE3's
To :BE: miij. 12" 131EI-OW
_(JN1DISTT_Jl-,I3E:D SOII-
CONTROL DATE: 07/01/1 j
5
A I C N I T I C T I
6
Design
rou;r..
G aso. a
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAk 407-774-4078
www.abdesigngmp.com
AA fl. 0003325
E
F—oujmrv. as w7i.;'
SILVERADO
LOT 30
BLK 6
04128".00 —03061
MOD=-
4EHB
"2605—HAYDEN"
GAJ&AGZ BWMM*
RIGHT
PAGM
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B If
0
STATE OF R-OW
F-1pan" I
DATM 11/09/17
CALM 1/4�=V-0"
m*mm"
DI
SECURE 2x& MR TO 15LK WV (2) h'
ANCHOR ISMT W/ 2' UL46WM SET
IN SIMPI$
rN S
�7ON HIGH STREW.TW
EPDXY 4' EMBED.
SE. 2,4 ON
BLK
FLAT TO ,
IU/ CUT NAILS.
SIDES,
2X& GARAGE DOOR B" UV (3)
,�.Xa. J_BMTS 4'EMBEDMENT M'N'
W/ 2->Q'X% UA$I-ER AND NUT
$PACED EVENLY FROM FLOOR TO
GARAGE DOOR WM IN JOINT$
PRIOR TO FILLW�
I-2Xb PT BLOCK - CENTER OF
DOOR WEAVER Wg1) h,xr J-BOLTS
4- EMBEDMENT W1 2-X2-A' WASHER
AND NUT
-.1
NOTE& -LIF
ALL ANCHORS 514ALL 15E IN ACCORDANCE TO
MAAPACTURER�
j INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS AM MOM &TRW_ -,ENT
GARAGE DOOR
(-q-) BUCK ATTACHMENT
SCALE,
2X4X4' SECURE TO TRUSS W/ 3-12c
&,_a, D.C. MAX TYP.
2X4 SECURE TO 2X4 BILK W/2-12d
SECURE TO BLK W/ MTA-16
0"
X T �EO =NO P�R �Q - D R.
SCALE,
2X4 SECURED TO
1 END
C"Mr
LLV(2)t2d.EA. UPR*,WT
2X4 SECILMID TO
d,AISLIE EW. LLkl(2A2d
& . -81 OZ.
mom" 21P.1109
L-2x4 BLOCK
EAL R,6PMR
L-30 EA
RAFTER
ms EA,
RAFTER
Ilagme
WWI—
4'-C* MIN.
Barrom PL&m__,-,
1Ab'0bZ_
(2) 12d MAILS AT
2x4
EA. STLID�
"E
PLATE
2X4 DOL. TOP PLATE
2X4 8TUD 16' OZ.
IA6* 06.15.
1/2' A.15, W1 MIN.
EMBEDMENT
NI
CIATE &*-&'FROM ENDS
AND 32' Z. MAX
TEXTUMID FINISH
MTS-
MTA-16
52' MAX
04
m_4
8' CMU WAILL
(2) 121 NAILS WITHIN 4' OF EA
PRE-EW31NEERED
END 4 (2)12d NAILS - 12* D.C.
TRIAS
MAX 114 FIELD.
Pft_Ewa TRUSSES LIV TRUSS
ccNNEcT VERIFY tLv
FRAMINd. PLAN
L DOUBLE TOP PLATE
— CRIPPLE STLOS 16* OZ�
MAX
— SIMPSON LSTA-t2 EA JACK
STUD, BOTH SIDES OF
OPENINd..
2, STUDS 0 16' OZ. MAX W1
SWEATWW 6WEATWW. TO BE
tWTWIN I- or WINDOW DOOR
OPENW. AND SECURE PER
FASTENER SCHEDULE
— KW. STUDS (SEE HEADER
SPAN C44ART FOR DETAILS
AND 6ftCFICATICN)
— JACKS (WE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATIOW
JACK STUD A68EMBLY TO ISE
SECURED ONE PLY - A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN t2' OZ STAGGER115D
8P4 5 - TOP AND
ISO=PLATES - EA. FULL
LEW.TW STUD ' BOTH 61DES
OF OPENINd.
SHEATHING, TO LAP TO TOP
OF MASONRY WALL.
SWEATWW. MUST NOT
STICK BUILT WALL DETAIL
R -LR L11,1E.
TYR EXTERIOR WINDOW/ DOO r
r�OPENING WD FRAMED (W/FLOOR TRUSS)
SCALE,
FASTEE-NE-ER SQHEQUL_E
ROOF DIAP44RAGH
USE 1416'Obz. OR V2'CDX PLY LATH -6 RW. SHAW CAN NAILS AT A' OjC. AT
SUPPORTED PANEL EC*ES AND % RINO SWANK GUN NAILS AT 6' OC. AT
WmwEIDIATE SUPPORTS SEE DIETAIL.
ROOF: 514EATWM TO I ME END FR.AME
USE .0 GLIN NAILS 1�4' OZ.
EXTERIOR SWEATWW.
USE OR 1/2' PLY WITH -6 RW. SWANK CAN NAIL6 AT b'OZ. AT
PANEL SIDES AND -6 RIM SWANK CAN NAILS 4'Or- TOP 4 BOTTOM
PANEL AND 19 RING. SHAW CAN NAILS AT 6' 0C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE! RW3 SWANK C" NAILS 614ALL BE PEERMITTED AS AN
AACCEPTABLE FASTENER FROM ANY MAMYACTURI!R.
NAIL REQUIREMENTS
1111 1 1 NSILE
TOP CORD BLOCKING. AT 4'
oc. MAX. IN FIRST 2 FRAMW.
SPACES AT EACH END.
NOTE MAIL& TO ISE MF0. BY MEMBER OF INT. 01.1
STAPLE, MAIL A TOOL A560CIATION
u_AH6hKD1Atm= ROOF SWEAT.:�
k
2� RW, D AMETER j2f-f p
p
3. * 70 20 RW36 FIER-
4.0,280 INCH FULL A=IEAQ DIAMETER
S. 2 INCH NAIL LIEWITH
ROOF 6HEATHING LAYOUT
AkIr") =KIT-)IIIAI I =CPAe-IkI,_ BUILDW. LEWT14
FOR rzABLE END ERAMINra
SPS - EA STUD TOP 4
BOTTOM
PRE-EW2 TPMM50ES W/TRL"
CONNIE -TOR UP TO 90M
r
UPLIFT
DOUBLE TOP MATE
SIMPSON M&TA-24 0 EA JACK
2�8 STUDS - 16- D.C. MAX LLV
&WEATWWI SHEATkIW. TO 15E
WITHIN I- OF: UNDOLV DOOR
OPENW. AND SECURE PER
FASTENER SCWrDULff
(2) STUD6,(2) JAC" . EA
SIDE OF OPENIW.
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO UT14IN 6'
FROM EACH END 4 NO MORE
THAN 12' OZ. STAC<-ERED
WINDOW SILL ILVORIPPLES
16, O.C.
�VIA A)4CWOR BOLT
Tlb'O,C. MAX WIT 1'
EMBEDMENT AND 2'
DIA, WASHER
SIMPSON MSTAM-24 - EA,
JACK SECURED U"
SPECIFIED ANCHORS
2X0 P.T. 150TTOM PLATE
(��'IIINDOW OPENM
0 Z_STORY WA I
NOTE - TYP. EXT. 04-EATWING ArTACWI-IENT
FOR 84-EAR 4 UPLIFT (O.S.B. TO BE 67faACTURAL
T- GRADE) CONNECTORS FROM STUD 70 I'LATE ARE
NOT RECAARED EXCEPT - OPENWS
TYP. EXT. SW-ATWW. ATTACHMENT
FOR WALL 6WEATWW. (085 TO BE
STRUICTLIRAL CiRADE)
KNEE WALL DETAIL
ro'\ ... TO BLOCK
SECURE 2x TO BLOCK
tut (2) &1 TAPO" OR
DRIVE PIN
(MIN SWANK SIZE J45)
(MIN Bribe
CO,4
WITH �1 .1 1-1. 02
ENDIN S' . O'C. MAX
AND 0
SPACING. pl �
OAJ5 SWEATWW. OR
CDX PLYWOOD
2- -0—cKs
CMU WALL
��oARCH WINDOW FRAME (—A'\SECTION
'S.Rh? SWANK CAN NAILS
91 0 IN FIELD
84-EATWW. (ObB. TO SE STRUCTURAL GRAVE)
SCREWS - 61-81
D.C. MAX - EDGES 4 12 - OZ.
18 11 DECK
MAX IN FIELD. LINTWIREADED
SHAW, TO EXTEND BEYOND
THICKNESS OF bub-IFLOOR
SWrATWW3
TYP. 3/4' T 6G SUB -FLOOR IDECKJW. GLUED TO
ALL EXPOSED t'IEMBERS,
PRE -Ewa TRUSS
VOL. 2X TOP PLATE
1A&'OISJS.
2X BLOOQW, 0
TOP OF
A O.Sa L
2X STUDS 16'OC. MA>C--------
2X 5Trt I -LATE
3/4'FLOO* DECKING
PRE- EN63INEERED
FLOOR TRUSS
2X4 0 TOP 4
BOTTOM CONT..
T ' 5
LLV (?11T012':I =Li
WETA-I&—__�
ELK
"ALL
BLr
CONTINUOUS 94-MATHNG TO BEGIN AT TOP or
Uk 1/4, C.Ap FROM BILK TO O.S.B.
WOMZONTAL 2X SPP. STRUCTURAL BLOCKM AT
I ERIMETER Or OAB, TO PROVIDE CONT. RAIL PATTERN
REMAINW. AREA TO BE S�-EATwm FROM IDEL. TOP
PLATE TO WORZONTAL BLOCKW�
SHEATHING - TOP OF LLIOCID FRAMED WALL To BE
STAC.C.ERED MIN. OF W,'FROM 614EET BELOW
INSTALL ALL SWEET$ wFAcE CkRAIN PARALLEL
TO STUDO
r,—,-EXT WALL.SHEATHING
A R C N I T E C T Sl
6
Design
G r Wou pO.n2c..
L7ol �I r1l � �O D, Z;1�2; 7 J1
E
PH: 407-774-6078
FAK 407-774-4079
www.abdosigngroup.com
L AA #-. 0003325
r a u m I V. a. MOM",
SILVERADO
LOT 30
BLK 6
"Gimpow
04128.000-03061
MODM-
4EHB
"2605—HAYDEN"
GARAGM MVMG-
RIGHT
PAO&
misc.
DETAILS
1L..150 MPH EXP. Bodw
mm
rtm 11/09/170,
SCAXM 1/4�=V-O"
*am"
D2
FIBERGLASS 54-41W-xLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RW5.2.1 ON a' O.SB.
SWEATWIWG OR J' CDX
FtYWOOD SECURED PER
FASTENER SC-WEDULE
PRE-ENG TRUSS
I.T. 1X2 W/ MTL. DRIP EDGE
2x4 OR 2x(p SUB-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY WI/
TRUSS PLAN
m
%'TWICK, 3 COAT
PORTLANOCEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
w
�EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
' GYPSUM BOARD OR j- WIG
,TREW-sTH CLG. BOARD
;ONC. FILLED LINTEL BLK W1
1) 05 REBAR CONTINUOUS
DRECAST LINTEL
?EE ENERGY CODE FORMS
OR INSULATION R-VALLIE5
)INDOW ATTACHMENT 46
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
4 11C, I O.C.
a, CMU
1/2, Gyp� WIL. Br->.
WOOD BASE
1-STORY
BLOCK WALL
SCALE: 3/4'-1'-0'
illro, 0.515. OR j- CDX
-TYVEK BUILDING WRAP
.FORTIFIMER BLDG PAF
-GALv'D MTL. LATH
-1/8' TEXTURED
FINISH a WOOD
-'/.' TO %'MID WALL
WEEP SCREED
a, cmu
5/8' TEXTURED
FINISH 0 MASONRY
WEEP SCREED
DETAIL @) WOOD TO
61 CHU
X,'DRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER rBr-R RW5-2.-I ON a'
ObB. SHEATHING OR I' COX
PLYWOOD SECURED PER
FASTENER 0>--WEDULE
P.T. Ix2 W/ MTL ' DRIP EDGE
2x4 OR 2x& SUB -BAND
PER E T-F-
p
VENTED A-11. —1
STIFr5ACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION.)
0.5,15. SHEATHING OR I'
CDX PLYWOOD. ATTACWED
PER FASTENER SCHEDULE
ON SWEET Dr2
-1/8' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15EFR
JUMBOTEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP 5CREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6, P.T.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2x(o FT. PLATE TO
BLK W/ J'xS' ANCHOR BOLT W/
2' WASHER SET IN SIMP50N
HIGH STRENGTH EPDXY -I-
EMBED. MIN. * 32' OC Mo4x.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
-z 04
14
I-X4- OR -X2- P ' T * AILER
1.4 P.T. OR
TWRU —
INTO BLCc4c W, 'I- IAPCONS
OR DRIVE PIN
-1
"I'L 6"" "' "
M WEAD &In 3,W
IM.
F
K V-10EDMENT 1-)' 2-
WITWIN VOF EAC44 END 4 IS'
O,C MAX SPArW.
DOOR CASW.
JAPIIS OR WINDOW
ATTACW TO 2X PER
MAMPACTURE6 DETAIL&
NOTE, SWIM AS WEDED TO ftUMB JAM (DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
' AA WINDOW TO BLOCK +3�/4 OR +5/4
u'�
SCALEs
2X4% =
SECUPIIE TO BLOCK Wl V
TAPCO46 OR DRIVE PIN
(MIN, SHAW SIZE J49
MR WAD 84ZE 3M
MIN, EMBEDMENT 1 V)
LOT1404 &'OF EACW END 4
WO.C. MAX 6PACW.
2X6s CEO
WCUPIR TO BLOCK U'2-%
TAPCONS OR DRI PIN
(MK SWANK SIZE 34S
MR. WAD SIZE 300
HK EMBEDMENT 1 Y4-)
UAT14IN VOP EACH END 4
10' Or- MAX SPACW�
2X9, CIEM
SECURE TO 15LOCK "2-%
TAP'CONS OR OR PIN
)*X4* OR M a' P.T. MAILER
(MIN. SWANK. IZE A45
or
DOOR CA6W.
"S
MR MAD SIZE 300
DOOR JAMB OR WINDOW
ATT— TO I-
WOC. MAX 8PACW�
MAkAPACTLMG DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAM (DO NOT E)CEED JI
DOOR JAMB TO BLOCK +1 1/
1-p-� WINDOW TO BLOCK +1-1/23"
ull SCALE, 1*.I'-V'
1-STORY GABLE
-BLQ� WALL
SCALE:
2x4 BLOCKING BETWEEN
TRUSSES LL44ERE 'X' 15R,,�
16 PRESENT
PRE-ENIG GABLE TRIL156
2x4 NAILER
CONT. 2x4 RAT RUN SECUM
W/ (2)126's * EACH TRUSS
TO BE INSTALLED e MID.
POINT OF TRUSS SPAN, OR
10'-0' O.C. MAX,
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
1, Gypsum BOARD OR
HIGH STREW5;TW CLG.
BOARD
CONIC. FILLED LINTEL BILK I
(1) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUE5
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) w-, REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
:.iro I O.C.
Cmu
1/2'GYP. WL. 150.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RW5.2.-1 ON a' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W1 MTL. DRIP EDGE
2x4 OR 2x(o $U15-15AND
PER ELEVATION$
VENTED ALUM. SCFFIT
5TIFFBACK (SEE SEALED
TRUSS ENG. FOR 51ZE A
CONDITION
O.S.B. SHEATHING OR
COX PLYWOOD. ATTACHED
FIER FASTENER SCHEDULE
ON SHEET D5
-1/8' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALv'D
METAL LATH ON FORTIFIBER
JUMBOTEX GRADE 'D'
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP 50-C-REED
(SEE DETAIL 2)
SECURE GABLE TO 2xro P.T.
PLATE W/ 12cl's S' O.C. MAX
SECURE 2x(o PT. PLATE TO
BL< W/ J'xc3* ANCHOR BOLT
W1 2' WASHER SET IN SIMPSON
HIGH STREW-iTI4 EPDXY 7
EMBED. MIN. o 321 OC MAX.
V THICK, 3 COAT
PORTLANDCEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
18 PRESENT
PRE-ENG GABLE TRUSS
CONT ' 2x4 RAT RUN SECURED W1 (2)
12d's 0 EACH TRUSS
TO BE INSTALLED a MID. POINT Or
TY-. TRUSS SPAN, OR 10'-0' O.C. MAX.
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1, Gypsum BOARD OR
HIGH STRENGTH CLci.
BOARD
2x4 NAILER
2x4 0 24* O.C. * INTERIOR
KNEE WALL
CONC. FILLED LINTEL BILK W/
(1) S RE5AR CONTINUOUS
DIRECTLY TO MASONRY
1-STORY GABLE
W/ VAULT CLG.
U1-B-R) BLOCK WALL
SCALE: 3/4*-1'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 95 REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 P.T. rLIRRING STRIPS
6 16' O.C.
a, CMU
1/2' GYP. WL- ED.
WOOD BASE
NOTE:
PER FBCR W5.21 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER ASTM D229> TYPE
11, ASTM D 48613 TYPE IV, OR ASTM D rol�-1
2X4, m
2X4, co
2X4: =
SECURE TO BLOCK iLv
TAPCON6 Oft DRIVE PIN
SECURE TO BLOCK W1 14'
TAPCONS OR DRIVE PIN
SECURE TO BLOCK ILW4'
TAFrON& OR DRIVE FMN
(HR SWANK SIZE J45
(MIN, SWANIK, blZMAD
(M?I4. SWANK, SIZE J4S
MIN, HEAD SIZE 3"
M WAD SIZE 300
MH WFAD SIZE 300
HK EMBEDMENT OW)
MK EMBEDMENT I V)
Mft EMBEDMENT QW)
WITWN 6' OF EACWI END I
WITWIN VOF EACW END 4
WITWIN VOF EACW END a
IS. Or- MAX 6PACW�
10' OC. MAX SPACW^
W Or- MAX 6PACIMS�
2xbl CEO
2X&. =
SECXM TO BLOCK UK
TAPCON6 Oft DRIVE ;:�4
NOTE� STRUICrURAL 2X MUST
BE ISECURED
TWROU314 NON-6TRACTURAL
SECURE a
T—T`CIt=VE`=?4'
STRUCTURAL 2. MUST
OE TO -g. -44-
TAFCOMS OR .
NOTE, STRUCTURAL - MUST
15E ON OUTSIDE A SECURED
TWIROLOW NON-bTRUCTURAL
(MIN. SWAW SIZE J4b
MK WEAD SIZE 3CO
(MIM SNAW SIZE J"
HDIL WAD 51= 300
BE ON OUTSIDE 4 SECURED
Twptcucw NON-STRUCTURAL
(MIN. SWANK SIZE .143
MR WAD SIZE 300
%'TAPCCN MIM. I-Y,'
IN. EMBEDMENT I)V
MR EMBECtIENT OV)
l/.' TAPCON MlL I-Y'
MIR EMBEDMENT I Jl,')
EMBEDMIENT INTO BLOCK
Wil"IN V OF = 4
8. CMJ
WITWN 0' OF EAC44 END A
EMBEDMENT INTO BLOCK
WITWIN a- OF: EACW END 4
10' O.C. MAX
A' DRYWALL
WOC. MAX WACW.
"F
ID- OZ. MAX SPACING..
cm
CRY,'"
2X& CS= 'LOOK V2
SECURE TO I %.
1�
-X4- OR 1-)0' P-T. NAILER
2)1& C3=
SECURE TO BLOCK W/2 -/.'
.
)J' DRYWALL
��
2XSw C�
SECURE TO BLOCK WA-1/4'
I*XA' Olt V)a' P.T. "LER
TAPCOW OR PIN
DRIVE
I.- DAB. X 4- MIN.
TAP00145 OR DRIVE
13ERM I
I-X4- OR I-X2- P.T. NAILER
TAFICONS OR DRIVE PIN
Y., O*B. x 41 MIN.
(MR GWAW SIZE ]AS
MH WAD SIZE 3CO
DOOR CA$W.
(MIN. SWA)IK SIZE .1`0
Mk WAD SIZE 3"
(MN- SWANK SIZE .145
MR WEAD SIZE 300
DOOR CASW.
MR EMBEDMENT I W)
DOOR JAMB OR WINDOW
MR EMBEDMENT I V)
DOOR i OR WINDOW
MIN. EMBEDMENT I Y4"
DOOR JAMB opt WINDOW
WTWN 8- OF EACW END A
:A,
ATTAC44 TO 2X PER
UT14FA S' OF V END 4
ATTAC44 TO 2X PER
WITWN VOF EAC44 END A
ATTACW TO 2X PER
WOZ. MAX 6PACNa
M AlAFArTURES DETAILS.
WO.C. MAX IIPACING�
MANLFACTURES DE1 rAILS
18'04. MAX SPACN&
1111.11ACTURE1 DVAILS,
MOM. SHIM AS MEDED TO PLUMB JAM (DO NOT EXCEED)14')
DOOR JAMB TO BLOCK +1-15/16"
W�INDOW _TOBLOC�K+1-1�516"
2X4,
SECURE To ISLOCKW/ %-
TAPCOWS OR DRIVE PIN
(MR GWAW SIZE J45
MR HEAD 6= JIVO
MR. EMBEDMENT I Y,')
WITWIN 6- OF EACH END 4
kb'O,C MAX 5PACINOL
2X6:CEM
Scam To 15LOCK W2-v
MOTEi STRUCTURAL IX MUST
TArC,CMS OR DRAE 1-94
F]
BE 04 OUTSIDE t SECURED
(MIN. 64AW, SIZE J43
TWPtOkr.W NOW -STRUCTURAL
MIN WAD SIZE 300
)W TAPC40N MR I-V
MIN. EMBEDMENT I V)
EMBEDMIENT INTO BLOCK
LLN714IN 8- OP EACW END 4
cm
kb'Or_ MAX WACN&
\tb,
2X6, C�
OR V-' -. MAIL.-
WCZM TO BLOCK U,2-%.
TAPCONS OR DRI�e P94
MW
::-,I'
P.T. X 4' M111.
(Mk GWANIK SIZE 345
DOOR C-46w.
HIM WAD SIZE 340
DOOR JAM15 OR WINDOW
M S,L EMBEDMENT 1)' W)
ATTArW TO 2X PER
0 WIN S' OF EAC44 END A
1070,C. MAX SPACIWG�
MAMPACTURE6 DETAILS.
MOM, SWIM AS NEEDED TO PLUM JAMIS (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +2 1/
WINDOW TO BLOCK + 2 1/4�"
D SCALE, V-V-0'
NOTIEt SWIM AS WEDEDTO MUMB JAMIS (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
WIN20W TO BLOCK +3"
E -ALEz
2X4� =
SECURE TO BLOCK W1
TAPO" OR DRI�jl F4N
(MR SvwK SIZE J4b
MR 14EAD WE -300
MR EMBEDMIENT I y
WITWIN VOF EAC14 END I
NOTE. 6TRJCTURAL 2x "AT
SPACIN&
BE ON OUTSIDE I SECURED
TWROU6314 NON-6TRUCTURAL
ZK&: CM
%'TAFCON MK I-Y*
SECURE TO BLOCK W,2-%
EMBEDMENT 14TO BLOCK
TAFrOMS OR DRIVE PIN
fMIM. SW,`� SIZE -Wb
F1
_81CMU
MIN. WEAD SIZE -300
h'DRYWALL
MIN. EMBEDMIENT I yll)
UAT"IN V01- ISAC44 END 4
OR -I—
B'O.C. MAX SPACW�
2ND 2X SECURE TO
2>18. c3m
STRJCTURAj- MEMBER W/(2A2d
SECURE TO 15LOCK W/2-%-
A
WITWIN V OF EAC44 END A 6-
TAPO" Opt DRIVE PIN
TO &'Or- MAX
(MIN. SWANIK
DOOR CA5W.
MK WEAD ZE 3X"
DOOR JAMIS On WINDOW
MIN. 11115EDMIl!NT IV,
ATTACW To 2X
MINIM D'OF EACA END
IS. OC. MAX 64-ACW�
MAMIACTUREO DETAILS.
NOTEj SWIM AS NEEMD TO PLUMS JAJ15 (DO NOT EXCEEDV)
DOOR JAMB TO BLOCK +3"
rv`�-- WINDOW
MOM! SWIM AS NEEDED TO M015 JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
2XA�
SECURE TO BLOCK W/4-
TAPOCING OR DMVE PIN
(Kft 64AW, SIZE J45
HIM WEAD SIZE 300
MR EMBEDMENT 1 V)
WITWIN &'Or EAC44 END 4
VDC. MAX SPACW-
2X6: CM
SECURE TO BLOCK W-114'
TAPCONO OR Dltl�ff PIN
MUST
(MK SWANK 6132 J45
5-9;
ON OUTSIDE A SECURED
MR MEAD SIZE 300
Tl,� NON-bTlar-TURAL
MR EMBEDMENT OW)
�6' TAPCON MOt I-Y4'
UNT14IN VOF EAC44 END 4
NTO BLOM
Is, or_ MAX SpArcwa
cm
bd� C�
)v DRYWALL
SECURE TO BLOCK WA-tl4
TAPO" OR DRlle PIN
I*X4'OR 1')0- P7, NA)LER
(HIM GWAW, SIZE .145
I'l-�T. X 4'MfK
///4EMBEDMENT
HK WRAO SLZR_��
DOOR CA6W.
W O.C. MAx apAcm.- A;=AC�'XWSWTAILb.
NOTE, SWIM AS WEDED TO MUMIS JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 3/4"
H SCALE,
gl--� �—w
A I C N I T I C T-Il
6
G W0Malml n
.2c.-
41N i RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774,6078
FA)L 407-7744078
www.abdosigngroup.com
AA #-. 0003325 _j
"N
oumxv. a. Lar.
SILVERADO
LOT 30
BLK 6
pmoinew
04128.000-03061
11111MIDE11.9
4EHB
"2605-HAYDEN"
OAnAGM BVDM:
RIGHT
PAGM
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
V, 150 MPH EXP. B
F,IpnmT 1
DA'M 11/09/17
SCAM 1/4"=f-0"
m*Emw
%. D 3
FIBERGLASS 5WIW_zLES
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OVER 030 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER FE5e--R
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
"0521 ON 2' 0.5.5.
7
RW5.21 ON J* O.S.B.
15 PRESENT
INSTALLED PER FWR
SHEATHING OR J, r_Dx
SHEATHING OR J' r-r->x
RW521 ON a' O.S.B.
PLZrWOOD SECURED PER
PLYWOOD SECURED PER
SHEATHIWs OR i, cr->X
FASTENER SCHEDULE
FASTENER SCHEDULE
PRE - ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG TRUSS
SEE ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
FOR INSULATION R-vALUES
2x4 OR 2xi�, SUB-15AND PER
w/ (2)12cl'b * EACH TRUSS
PRE -ENG TRUSS
FOR INSULATION R-vALUE5
v2x4 OR 2xro SUB -BAND
GYPSUM BOARD OR
ELEVATIONS
P.T. IX2 W1 MTL. DRIP EDGE
1, GYPSUM BOARD OR
PER ELEVATIONS
HIGH STRENGTH CLG.
VENTED ALUM. SOFFIT
2x4 OR 2xro SUB -BAND
HIGH STRENGTH CLG.
BOARD
VENTED ALUM. SOFFIT
BOARD
PER ELEVATIONS
DOUBLE TOP PLATE
TW15T STRAP VERIFY W/
STIFFBACK (SEE SEALED
VENTED ALUM. SOFFIT
SIMPSON
WINDOW HEADER 51ZE
TRUSS PLAN
TRUSS ENG. FOR SIZE 4
10000 UPLIFT
VARIES PER WINDOW
CONDITION)
FOR INSULATION R-vALUE5
CONNECTOR
2X5 STUD
OPENING SEE 14EADER
WINDOW ATTACHMENT AS
SPAN CHART FOR
PER MANUFACTURES
SECURE 2x4 PLATE TO WALL W/
GYPSUM BOARD OR
2xb SYP 02
DETAILS
SPECIFICATIONS
i'xro' THRU-BOLT5 * 32' O.C,
HIGH STRENGTH
DIBL TOP
O.S.B. -SHEATHING OR J'
WINDOW SILL
MAX THEN SECURE GABLE TO
CLG.
BOARD
PLATE
DRY WALL
CDX PLYWOOD,
2x4 PLATE W1 12d's 8' O.C. MAX
WALL - — — - — — -
SHEATHING
DIA ANCHOR BOLT
ATTACHED PER FASTENER
2x STUDS 0 16' OC. MAX W/
OR
DOUBLE TOP PLATE
AT I&' O.C. MAX WITH -1
SCHEDULE ON SHEET D5
INSUL., SEE ENERGY CODE
SECURE GABLE TO D5L TOP
WINDOW ATTACHMENT AS
2x8 5YP 12
EMBEDMENT AND 2'
-1/8' THICK, 3 COAT
FORMS FOR INSULATION
PLATE W1 SIMPSON WTC4 0 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
/
PORTLAND CEMENT
R-vALUES
O.C. MAX
SPECIFICATIONS
AT 12' O.C. MAX
PLASTER OVER
WINDOW HEADER SIZE VARIES
WINDOW SILL
5IMP50N SPI
EXPANDED GALVV
J' T 4 G SUBFLOOR GLUEr_>
PER WINDOW OPENING SEE
. EA. 2X8
STUD
METAL LATH ON
AND 5CREWED AS PER
HEADER SPAN CHART FOR
2x 5TUD5 * 16' O.C. MAX W/
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
FASTENER SCHEDULE
DETAILS
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x8 P.T. SYP 02
TYVEK BUILDING WRAP
O.S.B. _c44EATHING OR J' CDX
R-vALUES
SOLE PLATE
(1) COURSE TIE -BEAM
(REFER TO STUCCO
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
J' T A G SUBFLOOR GLUED
POURED SOLID WITH
CONCRETE, (1) 05
SPECS FOR COMPLETE
D5
AND 5CREWED AS PER
w
REBAR HORIZONTALLY
INFORMATION)
-1/5' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
PRECAST LINTEL
NOT BREAK I'-4'MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALv'D METAL LATW
ON FORTIFIBER JUM50TEX
ul
FROM 2ND FLR LINE
(INSTALL PER t"IFG. SPECS.)
GRADE 'D' PAPER OVER TYVEK
0-
WINDOW ATTACHMENT AS
2x4 CONT. a TOP AND BT.
I' GYPSUM WARD OR
BUILDING WRAP (REFER TO
Lu
PER MANUFACTURES
OF FLR TRUSS (TOP 2x4
HIGH STRENGTH CLG.
STUCCO SPECS FOR COMPLETE
L)
JIM
SPECIFICATIONS
SUPPORTS BT PLATE OF
BOARD
INFORMATION)
PRE-EW3 FLOOR TRUSS
2ND FLR, BTM. 2x4 15 FOR
WALL SHEATHING NAILER)
CONC. FILLED LINTEL BLK W1
NOTE: SHEATHING MUST NOT
BREAK V-4' MIN. FROM 2ND FLR
(INSTALL PER MFG. SPECS.)
S REBAR 16'
PRECAST SILL
FASTEN EACH 2X4 RIBBON
(1) S REBAR CONTINUOUS
LINE
GYPSUM BOARD OR
z C.C. MAX, IN
W/ (5)12cl NAILS * EACH
TRUSS. BTM. RIBBON TO BE
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
2x4 CONT. * TOP AND BT. or
FLR TRUSS (TOP 2x4 5UPPORT5
HIGH STRENGTH CLG.
BOARD
ui CONCRETE
;e POURED CELL,
§ () VERIFY PER
Ix2 PT FURRING STRIPS
O'.C.
P.T,
PRECAST LINTEL
BT PLATE OF 2ND FLR, 5TM. 2x4
CONC. FILLED LINTEL BLK W/
t: PLAN.
WEEP 5CREED
WINDOW ATTACHMENT AS
15 FOR WALL EN41EATWI�
(1) 05 REBAR CONTINUOUS
alcmu
(SEE DETAIL 2/r_*)
PER MANUFACTURES
NAILER) FASTEN EAC 2
SEE ENERGY
1/2'GYP. WL. 5D.
EMBED. STRAP VERIFY
SPECIFICATIONS
RIBBON W1 (5)12cl N,4 �JJLE
EACH TRUSS. BTM. RIBBON TO
PRECAST LINTEL
CODE FORMS
(1) 04 CONTINUOUS REBAR
W1 TRUSS PLAN
PRECAST SILL
BE P.T.
WINDOW ATTACHMENT AS
ul FOR
>
WOOD BASE
%* THICK, 3 COAT
85 REBAR VERTICALLY
WEEP .13-CREED
PER MANUFACTURER
SPECIFICATIONS
_j INSULATION
3 2
04 REBAR 48' LONG
PORTLAND CEMENT
W/ CONC. POURED CELL
(SEE DETAIL 2/D3
R-IALUES
W1&' HOCK 0 24' C.C.,
PLASTER APPLIED
Ix2 P.T. FURRING STRIPS
PRECAST SILL
DIRECTLY TO MASONRY
0 1(0 1 O.C.
EMBED. STRAP VERIF
(1) S RE5AR VERTICALLY
MIN, 24' IN SLAB
2—STORY
1
- 6' CMU
Wil TRUSS PLAN
W1 CONC. POURED CELL
2 -0' ('-IN.
FIRST FLOOR
-A
1/2' GYP. WL. 5D.
%'THICK, 3 COAT
Ix2 P.T. FURRING STRIPS
N 5�4e,
- -,(
WOOD BASE
PORTLAND CEMENT
a 16, O.C.
BLOCK SECOND
PLASTER APPLIED
DIRECTLY TO MASONRY
13, CMU
—1/2 . GYP. WL. ED.
WALL
2—STORY GAB E
WOOD BASE
SECTION
4' CONC., REINF. W1 &'x&'
WIAXWIAO UALM ON (o-MIL POLY
FIRST FLOOR
WOOD
ETHYLENE VAPOR RETARDER ON
BLOCK SECOND
FRAME TO z w
WELL-rOMPACTED CLEAN FILL
TERMITE TREATMENT $HALL BE
--FLOOR FRAME
BORA-CARE
(3) 05 REBAR ON CHAIRS
SCALE: 3/4'-1'-0*
4
2x STUDS 0 lro' O.C. MAX W/
O.-S.B. SHEATHING OR CDX,
2x STUDS * 16' C.C. MAX W1
NOTE;
INWL., SEE ENERGY CODE
14
PLYWOOD. ATTACHED PER
ER
INSUL., SEE ENERGY CODE
PER FBCR e0521 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
4 T
FASTENER SCHEDULE ON S14EET
L E 0 N S E E
D5
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-VALUES
R-vALUES
SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF
EXTERIOR WALL STUDS
PLACE STRAPS 51FACED
T 4 G SU15FLOOR GLUED
T
1/8' THICK, 3 COAT PORTLAND
0 R L A N
R
CEMENT PLASTER OVER
E
T 4 G suerLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
(WALL S�IEATWING. NOT
bWOtL#4 FOR CLARITT")
AND FASTENED AS
S"OUN UATW ONE
AND SCREWED AS PER
EXPANDED GALVD METAL LATH AND SCREWED AS PER
M E T A L L A T H
PERMITTED BUT MUST BE PER ASTM D22& TYPE
FASTEN STUDS TO BLOCK UkALL
ADDITIONAL STRAP AT
EACW IVINDOIU KW. STUD
FASTENER S CHEDULE
'V
T
ON FORTIF15ER JUMBOTEX
0 E X
FASTENER SCHEDULE
11, ASTM D 4ewol� TYPE IV, OR ASTM D &15-1
WH USP MSTAAS STRAP UTW
ASTENENIS 46 SHOUN. INSTALL k
_/l
GRADE 'D' PAPER OVER TYVEK -
OVER T. -VFK
R To
BUILDING WRAP (REFER TO
F E
SP STRAP - E& END (UN.0) I
ACE &TWA" AS POLL
.no mpw F: 32: ar-
. ____l
M04 (10) h0d OOMMON NAILS
INTO STUD (0.140 DIA X 1 1/2'
3/4' T 4 G SUBFILOOR GLUED
OMPLETE
STUCCO SPECS FOR COMPLETE
C
AND 5CREWED AS FIER
:*v MPH IC, 32, OC,
LOW.)
6_�
INFORMATION)
FASTENER SCHEDULE ON
50 MPW 15' 48 Or —
440 MPW r 46' Or-
2x4 CONT. e TOP AND BT . OF:
D BT or
SHEET 02
TOP OF STUD UALL I I
FLR TRUSS (TOP 2x4 SUPPORTS
PP
I
SOLE PLATE
BT PLATE OF 2ND FLR, 5TM. 2x4
FILL ALL REMANW. STRAP
WOLE& UAI 10d NAILS INTO
PRE-EW3 FLOOR TRUSS
NG
15 FOR WALL SHEATHING NAILER)
ZIBBON W1 (5� PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W1 (5)
FASTEN EAC14 2X4 RIBBON W/
WOOD BACKIN2
SIMPSON HETA-16 EMBED.
12d NAILS e EACH TRUSS. 5TM.
R
I' GYPSUM 50ARD OR
(5)]2cl NAILS * EACH TRUSS.
BTM. RIB50N TO BE P.T.
TOP OF
TOP WOLE NEAREST TO TOP
STRAP 0 32' O.C. MAX VERIFY
W/ TRUSS PLAN
R155ON TO BE P.T.
WEEP SCREED
HIGH STRENGTH CLG.
BOARD
-EW-s F
PRE LOOR TRUSS
MAWRW—UIALL
OF 0-IJ BLOCK UALL
CONNI!CT BOTTOM OF
STRAP TO CMU CLOCK WALL
(SEE DETAIL 2/D3)
(INSTALL PER MFG. SPECS.)
IU/ (1) 5116- DIA X 1-1/4'
J'GYPSUM BOARD OR J'
EMBED. STRAP VERIFY
C
CONIC. FILLED LINTEL BLK W1
1
1 iF LOW. TAPCCN MA60NIRY
HIGH STRENGTH CLG. 50ARD
W1 TRUSS PLAN
(1) 05 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK UJ/-//-
CM BLOCK UUA&L i
%'THICK, 3 COAT PORTLAND
(1) d5 REBAR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
EXTERIOR STUD WALL CONNECTION
—
FLOOR CONNECTION AT PARALLEL/
S I
ASTENIN�GD�ETA�IL
(—.\TO FIRST FLOOR MASONRY WALL
(2�
PERPENDICULAR PRE—ENG FLOOR TRUSS
*A/A,.P-n,
SCALE-
I
A R C N IT I C T I
6
G MDas'
n
o 00. nar-
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-774-6078
FAX- 407'7744078
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AA M. =
Lwum� as Los%,
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7
BLIK 6
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MODRU
4EHB
"2605—HAYDEN"
GARAGM MrWDa)k
RIGHT
IPAGIN:
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
%150 MPH EXP. B,,q
r ARCHMECT.-
OF FLOMA
ROLAW A CRAJ
AR 93723
rpRINT -1
JDAM 11/09/17
8CAM 1/4"=l'-O"
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