HomeMy WebLinkAbout6699 Cobble Bliss Stfto
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12602 TELECOM C>RIVE, TAMPA, FL 33637
Tat= (813) 740-9720 Fax: (813) 740-9715
0 STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
.pLp = BUgM= CODE. �p8�,
OM 8DIM (2M7)
• .' * f M.' •yw �a.� �p
-AM IWAL AM •l= CC=
-OCCUPANCY — F=K GROUP R.
�`�u""
•CONSTRUCTION TYPE - VB
•YIN. DifSRiOR F@RSFI - CLASS B
•BASIC WIND SPEED - VUIt=150 MPH
Vasd=116 MPH
'�O _ B
• 1-STORY RESIDENCE
• 2-STORY RESIDENCE - YAX HEIGHT AS PER LOCAL
AND STATE CODES
ABV.
A/C
AD1.
ALT.
AMP.
BD.
CL
CAB.
CLG.
CLR
CONC.
CPT.
C.T.
D.
DEL.
D.G.
DIM.
DIM.
DP.
LIP.
DR
Ds.
DTL.
D.W.
EA
RLEV.
EQ.
EXH.
EXT.
F.G./FX.
F.G.
LR
FL
FLUOR
Fear .
GA.
GAR DISP.
G.F.I.
GL.
GYP. BD.
H.B.
H.C.
HDR
Iemu OR1YT
INT.
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTERLINE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DEPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELEVATION
EQUAL
EXHAUST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH FLOOR
FLUORESCENT
FRENCH
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
BRIGHT
INSULATION
INTERIOR
LAV.
LUM.
M.C.
MFR
MIN.
M.T.
MTD.
MTL.
N.T.S.
O.C.
PL
P.B.
PH.
PLY.
PLYWD.
PR
P.T.
R.
RAD.
REFA.
REF.
RM.
R.O.
S.C.
S.D.
S.H.
SLIT.
SHTHG.
SHWR.
SIM.
SL.
sm.
SWS
TEMP
T.O
T.O.C.
T.O.P.
TYP.
TYP.
U.N.O.
V.P.
W.
W
WD.
wnw.
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTYLBJE
PUSHBUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
REFRIGER TORILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXTDR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLroING
SLIDING GLASS
STANDARD
SHEMR WALL
IERPO.RNEDGLASS
F
THICK
TOP OF CURB
TOP OF PLATE
TOP OF AB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WATER WINDOaEMTER
WROUGHT IRON
DATE
DESCRIPTION
me/o6/b
CONTROL DATE
ARCHITECTURAL SHEET DESCRIPTION
0645/M
ADDED 150-C ENGINEERING
PG Cl—COVER SHEET
PG GN—GENERAL NOTES
PG Al —FLOOR PLAN
PG A2D—FRONT AND REAR ELEVATIONS "D"
PG A3D—LEFT AND RIGHT ELEVATIONS "D"
PG El —ELECTRICAL PLAN
PG Pl—PLUMBING PLAN
PG Ml —MECHANICAL PLAN
PG D1—DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL LISTING
PG WAl—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6—WALL ASSEMBLY DETAILS
01/25/19
ADDED OPTIONAL PENDENT LIGHTING AT KITC-EN
01/1Bn9
FIXED DIMENSIONS FOR STUDY AND DINWCs ROOM
/02n
REVISE SOFT CALLS
10/14A91
UPDATED LED LIGHTS PER D.R. HORTON
ND/30/19
UPDATED LED DETAIL BUBBLE5 PER DP_ HORTON
IVd78/19
ADDED FOUNDATION ON GARAGE BEARING U64L L
UPDATED SIMPSCN COPbJEGTORB IlA. USP
¢212fl/1®
ADDED 150-D ENGINEERING
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REW W STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS
SQ.FT. CALC.'S
BEGAN ADDING ELEVATION INTO LOT RECASTS AND MASTER
SENT ROOF PACKAGE TO TRUBB ENDER FOR TRUSSES
IST FLOOR LIVING 2036 Sa FT
GARAGE 619 Sa FT.
ENTRY 65 Sa. FT.
COVERED LANAI Iw SR FT.
TOTAL 3,113 SO. FT.
3/g/Zm
ADDED FRONT ELEVATION F' PER CAMORTON
na/2m
lPG
CHANGED ROOM NAMES PER D.R.ORTON
STRUCTURAL SHEET DESCRIPTION
PG Sl—FOUNDATION PLAN
PG S1.lA—DETAILS
PG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S3—FRAMING PLAN
PG S3.1A—DETAILS
PG S3.113—DETAILS
PG SNI—DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL IIABUIYY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET. THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO AIL WRITTEN
RFYs IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBIIITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
%ONSTRUCTION BASED ON THE DRAWING SET.
�ARCN ITE9T2�
6
Groin
144i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.abdeaWV-p.eom
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
8439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33634
PH: Bi3886-2628
TAX 819SB6-2�2
SUDDIEV. ae LOT-.
SILVERADO
LOT #13
BLK #10
PROJECT*
03719.000 13101
MODEU
2795-D
GARAGE SWING:
RIGHT
PAGE:
COVER
SHEET
150 VZH EXP. B
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. 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 WUINDBORNE 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.
SIZE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
THE CONTRACTOR WILL BE FELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIFNGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
i. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPUER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R3025.1: 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5I 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. 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.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.'
TILEM
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LLNBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PLUIIIIIIIIIIINI
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM N.' 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.
I.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
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.
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FNASHES
1. AMEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-C1063.12a.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-CIO63 -15A AND R703.7.
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'$
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR SOFFITS
1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE
INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
A R C N I T E C T S
6
Groin
441 N. RONALD REAGAN SLY
LONGWOOD, FL 32750
PH: 407-774-6078
FAIL 407-774-4078
www.abdeslgigroup.com
AA •: 0003326
DRAFTING BY:
I
B. DESIGN GROUPDRAFTING INC.BEAUMONT CENTER BLVD.SURE 1004MPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813886-2802
LO
e
IsunDm de ]I.oT
SILVERADO
LOT #13
BLK #10
PROJECT/t
03719.000-13101
MODEL•
2795-D
GARAGE STRNO:
RIGHT
PAGE:
GENERAL
NOTES
150 MPH EXP. B
X =N� 8/03/20
DATE:
SCM.E. 1/4"=1'-O"
SHEET
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II FLOOR PLAN NOTES II
- ALL DR'INBION6 ARE FROM FACE CF 1 W BLOCK WALL
(OR EDGE OF FLOOR SLAB) TO FACE OF WALL STIR UNO.
ALL INTERIOR WALLS ARE 3 JV UNIO.
- DRYER VBRED TNROIKi1 ROM (VW NOT SCREOW
- AIR CCFlF GSOR SET ON 44'X44' POURED CON- PAD.
PAD BEGINS W FROM EDGE OF STRUCTURE.
- SEE SHEET ON FOR G@ERAL AND STANDARD BUILDING
NOTES.
- ALL FIASITABLE RDOMS TO NAVE ARC FAULT CIRCUIT
RttENRIA^iEIR.
ALL FILL FEIGHT BLOCK WALLS BETUM FILLED CELLS
UTNOUT OPENINGS ARE SMAR WALLS.
FLOOR PLAN
SCALE: 1/4' • I'-0'
SQ.FT. CALL. S
ST FLOOR LIVING 2036 SO. FT.
GARAGE 619 S6i FT.
ENTRY 65 SCR. FT.
COVERED LANAI 193 SaL FT.
TOTAL 3,113 SCR. FT.
OOM'gBif AID CLADOIgED
LOIADB
� 111c BlaalE Pol a eeoan
Gala
OFBOB
BOWIE
ZINE
1�IfHNDIIb
IBIIIIE
=7WE
FOOTAGE
MIN. WINDOW
IV
5
243/-323
CRITERIA
EXTERIOR SWING
is
5
23A/-30.1
OR MIN. CRITERIA
S.CsD. MIN.
41
5
22.1/-41Id
CRITERIA
16010 0"'-
ID
5
203/-24.9
BASIC WIND SPEED MPH = 150 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.16 BLDG.
CAT.=1I, EXP.=B, MEAN ROOF HT. = 14'-9'
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL. WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CMMDA15WMM
SFUM AND SECURE
RADIUS CORNERS, SEE
VARIES
COUNTER TOP
MATERIAL TO
PLAN
CABINETS.
BRACKET <
INSTALLER SHALL
BLOCKING
INSTALL FLAT
ELECTRICAL BOX
SOAR REINFORCING
AT ENDS OF PARTITION
ARIE
�8.48A
Q 4 BRACKETS AS
WALL
BASE
3NEGESSARY.
2'X6'X35-V4'
m
Is
LOW WALL
x
2'X6' STUDS
• 16' O.C.
DRYWALL
TYP.
CABINET
SECTION
A
SCALE: NTS
v
Y
0
1p
VARIES
m
OPENING DTL.
B
A C N I T E C T/
Groin
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.eom
AA a: 0003325
pr DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33634
PH: 8134B8-2628
FA)L813486-2802
�BIIIIIIIII�
sunDiv. de LOT
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
MODEL•
2795— D
GARAGE 8TrXNG:
RIGHT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
A a e u.*■ e v a
HEEL—
9'-4' BFAs.
S'-4' MRS. HGT*
0'-0' FIN. FLR.
0'-S G DE .) _
FRONT ELEVATION
TENURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER POOR R103A
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
REAR ELEVATION
TENURED FINISH
AREA OF ATTIC
= 3972 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIRED VENT] LATION AREA
= 3972/300
= 13.24
VENTILATION AREA X SQ. INCHES PER FT. (144)
= 1906.56 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 1906.56
IN UPPER PORTION OF ATTIC
- 953.28 SQ. IN.
OFF RIDGEVENTILATION AREA
= 115 SQ. IN. PER VENT
953.28 /115
TOTAL# OF VENTS REQUIRED
= 8,28939
TOTAL# OF VENTS PROVIDED
- 9
'AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
b' LAP SIDING
TYP.
HEEL NCsT.
44-4
B' STUCCO
BANDING
P—TYP.
CAP
VENEER
0'-0' FIN. FLR.
0'-8 G DE CMIN.)
9'-4' ENRG. HGT,
0'-0' FIN. FLR.
0 -S GRAD (MIN.)
LOUVER DTL.
A SCALE: V2 • I'
KEYSTONE DTL.
B SCALE: V2.1'-0'
— — — — — — — — — — — — — — — —
1
I I
I I
i I
-4' BRG. WGT.
�N I
i STUCCO BAND I
I RAISED I
\r—CM TO 9'-4' A.F.F.
^ STUCCO
FINISH
9 FOAM CAP I
I m I
I I
I I
I I
I I
I STONE I
(VENEER 9 v
I i
I I
_ 0'-0' FIN. FLR
------------------
COLUMN DTL.
C SCALE: 1/1 • I'-0'
FAOP
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesWr4pouµcom
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813.886-2628
FAX: 813888.2802
IIINIIIIII
SVBDIV. Uk LOT'.
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
MOD=.
2795- D
GARAGE 81rWO:
RIGHT
PAGE:
FRONT & REAR
ELEVATIONS
:, D„
150 MPH EXP. B
r3 r 'r 8/03/20
DATE:
8CALE: 1/4"=1'-0"
SHEET
A2 D
9'-4' BRG. HGT.
0'-0' FIN. FLR.
0'-0' GRADE MIN.
OFF RIDGE VENT
9'-4' BRG. HGT.go
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
LEFT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED PER
MANFACTURER'S SPECIFICATIONS
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
------ ------
RIGHT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
_21 5
_0'-4' BRa. HGT.
9'-4' BR.. W.T.
FIN.
A e c N 1 T e C T 5
6
Groin
Mi N. RONALD REAGAN SLV
LONGWOOD, FL 32750
PH: 4074745078
FAX: 407-774-4078
wwwaWes4pWcup.wm
AA 8: 0003325
DRAFnNG BY:-
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
FAX: 813 UWW2802
BIIIIIIIIIE
,v00000�o�,
StMDIV. da LOT
SILVERADO
LOT #13
BLK #10
Pl20JECT*T
03719.000-13101
MODEL.
2795-D
GAMAGE STfWG:
RIGHT
PAGE:
LEFT & RIGHT
ELEVATIONS
„D„
150 MPH/W. B
NM�
ELECTRICAL LEGEND
SYM.
DESCRIPTION
TANDARD SWITCH
y{�
-WAY SWITCH
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TM GROUND FAULT
UPTER/TAMPER RESISTANT TYPE)
UPLEX OUTLET(HALF OF OUTLET
TO SWITCH)RIOR
ECE
WATERPROOFGFI
PTACLE (GROUND FAULT
INITERUPTER)
WV O'ADPLEX RECEPTACLE
®
IOV DUPLEX RECEPTACLE (FLOOR
20V RECEPTACLE (4 WIRE
WNNEITORI
L MOUNTED LIGHT
ING MOUNTED LIGHT
CLG. LIGHT
DENT LIGHT
qE0
DD LIGHT
L SCONCE PRE -WIRE
T FAN WITH LIGHT (i CFM PER Sa FTJ
ULB LIGHT FIXTURE
ULB LIGHT FIXTURE
ULB LIGHT FIXTURE
' TRACK LIGHTING
TTIG LIGHT WITH PULL CHAIN
MDER CABINET LIGHT
®
'x4' FLUORESCENT LIGHT (RECESSED)
m15,4
'x4' FLUORESCENT LIGHT (SURFACE
LI-IRESCENT
LKaHT (RECESSED)
IS
IGHT
IGHT (VAPOR PROOF)
OUNTED LIGHT WITH J-BOX
FAN
AL PANEL (FIELD VERIFY
ALL MOUNTED)
®
-BOX (CEILING MOUNTED)
ILING MOUNTED FAN
0
T FAN (I CFM PER Sa FT.)
14
JACK
(
DETECTOR (CEILING MOUNTED)
®
/G D C
G I )
HIMES
®
ING MOUNTED ZWEETTO-9 GARAGE
OCROPENER
TV
JACK
•-E-
FORT
LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS
TOBE VERIFIED • HOMEOLLNER
PRE-CI"TRUCTION MEETING.
• ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC
FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER TABLE M IA OF
FBCR 6TH EDITION (20171).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERUPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
• WIRING METHOD SHALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE 300.4(BX2)
• ALL RECEPTACLE TO BE TAMPER -RESISTANT
TYPE
• ALL LAMPS SHALL BE SELECTED BY BUILDER
AND 15% OF LKITING MUST BE ENERGY EFFICIENT
TYPE PER FEL. ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 2®T1. 61h
EDITION R404)
------------------------------
COVERED LANAI
-------------------�
PRE -WIRED BEDROOM 1 €
CLG FAN CAFE I
I
OPT.
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BEDROOM \ ; IRRIGATION
I 1
ENTRY ------------------
ELECTRICAL PLAN
SCALE: 1/4' . 1'-0'
WP Panel MAIN -A
PANEL: 8/t6ap Ot.Mnkw VOLTAGE: 120/240V-lPh MAIN: 150 Amp MCS
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LOAD CALCULATION O EKED ON AC NOM{OMCIDENT LOAD
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2785
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@ DOUBLE LAV.
Ul' > BEDROOM 2 AND 3 BATH
— — — — — — — — — — — — — — — — — — — OPT.
COACH
LICIT
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES,
A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL
COMPLY WTFU ELECTRICAL PROVISION& OF THE
EQ1I1@! =)_ LOCAL CODES. AND ALL LOCAL POTTER
COMPANY FEOWIIE ENT&
Q ALL CONDUCTORS SMALL SHE TYPE TWWNfn41N UNLESS
NOTED OTMERWSE.
METER
FIELD
VERIFY
LOC.
POWER C0HPA
T*N43FO"R
GIEADE
LED LIGHTING
@ DOUBLE LAV.
BATH]
PROVIDE 39/0 CU. THIN • Pi CU IN 2' CONDUIT OR 3
" AL, TWIN o FS CU IN 2' CONDUIT OR 2/0 AL SPJ!
(CONDUIT TO TEFHINATE ABOVE SOFFIT r OVERI-WW
COMBINATION SERVICE ISO .N'IP
OMCONECT SYMTCN AND 120R4o VOL
n ELECTRIC MTER 01 II
NBIAA 3R ENCLOSURE PAt4e1
BOA/!P
ENMIRANCE
1 ISERVICE ENTRANCE
MNTERSYSTEM BODING
TERIINAL AT LOW
VOLTAGE CONNECTIONS
PPkMM 00 AMP, 20440 VOLT. I PHASE SECONDARY-- 1 A4 CU SERVICE t3ROND CONNECTED TO
ELECTRICAL SERVICE PROVIDE 3 •1 COPPER (CU) IN CPE ONCMTE ENCASED FOOTER STEEL R
CI I-W" VIA SEDULE 80 PVC CONDUIT ON PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBM bW
2W ALU•iRW (AL) IN 2" DIA 604EDILE SO PVC
CO.DUR UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC CO•PANY. COORDINATE BATH THE ELECTRIC F.I..IAX S FT LONG COPPER CLAD CAOtD ADD
GO'PAW PRIOR TO BD.
A7GroupLm
6
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32780
PH: 407-7748078
FAX 407-774-4078
www.abdesQMoup.Dom
AA#: 0003328
M
ING BY:N GROUPNG INC.F CENTER BLVD. 1004RIDA 33634SB62628566-2802
�0000ee
81MDrV & LOT:
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
MODEL'
2795- D
GARAGE 8WING:
RIGHT
PAGE:
ELECTRICAL
PLAN
150 MP E B
PRIIIT
DATE: B/08/0-9/20
SCALE: 1/47=1'-OR
aHEET
E1
I
I
I
I
I
I
I
1
I
Y
Y
I
I
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_
22'-2'
I I
12'-b' I
@'-It' '-5
9
I I I
r--
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LAv. V.
9
—2'-
g
OPT
-------------
-_---_—
—__--
REF
I--
!OPT
I
7I-
11
---
KITCHEN
SINK Ul/
I I
AUTO VENT
2 VTR 4.2'VTR
I I
n
2.
1 1/2 2 4.2' VTR VY
2
9
- -1
3
I
2 AV 2' VTR 11/2
25'-9'
U1G 2'
LAV 2' VTR 1Q• 2 IR' I I/!
i
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I
LAV
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3'
2 2' 3. 2 L.T. A 1Q' TUB
--
2
3 3 3' 2
11Q
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D
—
4' 3 LAv SINK
o
I
I
3
L
1
TO
I —
MAIN
•
®I
PLUMBING RISER
2'-b' b'-10'
20'-2'
s_
7
s
All
NB
PLUMBING PLAN
SCALE: 1/4 . 1'-0'
A I C N I T I C TI{
6
Groin
041 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-7748078
FAX 407-774.4078
www.abdeslgngroup.c•
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886.2628
FAX 813886-2802
OXMDIV. & LOT:
SILVERADO
LOT #13
BLK #10
PROJECT#
03719, 000-13101
HODEIt
2795—D
GARAGE SVIMG:
RIGHT
PAGE:
PLUMBING
PLAN
150 MPH . B
AUG
F'T 8/03/20
DATE
SCALE: 1/4"=1'—O"
SHEET
P1
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND
INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3U
4. PREBH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET. OR SANITARY SELLER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL DE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBC 6TH1 EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION
(2011) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURINED,TO EQUAL AIR EXHAUSTED.
9. ALL FIRE RATED CEILINGS AND WALLS SMALL AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED UNT14 ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG, RECOMMENDATIONS AND PBC 6114
EDITION (2011) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
I. DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL.
FANTEC4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX. ELBOWS.
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
O O
- EXTERIOR WALL
1
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
1
REFRIGERANT LINES
1
AIR HANDLER
EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAYS
y['��'
PVC SLEEVE TO LINES BELOW SLAB
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR i WAY DIFFUSER
—
SOLID LINE. SUPPLY TRUNK
—
BROKEN LINE- RETURN TRUNK
l
BALANCING DAMPER OR ODD
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
m
PAW-THRU AIR GRILL
SECURE STRAP TO CONC.
W/ (2)-3A6'X2' TAPCONS UNIT R SIMPSON UJI5 ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT UU/ (2)
'SXI 1/4' BHT. MTL. SCREWS
? REFRIGERANT LINES TO
PLATFORM RETURN CONDENSING UNIT
TRAP DRAM LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBCR 6TH EDITION (2011)
MECHANICAL BLDG. CODE
SECTION 3012A
HVAC DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
BRASS PLUG
FIN. FLOOR
OR WALL
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN C0ND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
COUNTERSINK
Co PLUG
FIN. GRADE
OR PAVING
SEE SPEC.
I'-8'XB' CON-.
—FITTING OR EXTENSION TO ��FIttMG OR
SOIL R WASTE AS EXTENSION TO SOIL
REQUIRED OR WASTE AS
WADE 8240-K JOSAM 56000 REQUIRED
INSIDE SERIES NICKEL BRA88 TOP
CAULK P.VG OPTI/SPEC
SITE PLAN SITE —PLAN
vFLOOR SLAB CLEAN -OUT (T nEXT. GROUND CLEAN -OUT (TYPN )
MECHANICAL PLAN
SCALE: 1/4 . 1'-0'
700
I c N IT E c T i
6
Groin
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesi@igroupxom
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PN:813688-2628
I. 813b8G-.2
�v0000000�.
1BLJHDM & L.OT
SILVERADO
LOT #13
BLK #10
PROJECT#I
03719.000-13101
MODEL
2795-D
GARwaE BwsNO:
RIGHT
PA03c:
MECHANICAL
PLAN
150 MPH EXP. B
PRINT 8/03/20
awTE:
BCwI. L- 1/4"=1'-0"
81MCET
M1
2X4 TOP PLATE
I°LIW 1'
PRE -FAD TRUSS
14' CLta BOARD
7
1/2' DRTWALL -_ , Y,
SECURE ST. —
PLATE TO SLAB
WI 10d MASONRY
NAIL • 32' O.C.
MAX
0'-0'
FIN. R.R.
2X4 WOOD
STUDS •24'
or_
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, W14ERE
SPACED NOT MORE
THAN 16' O.C. OR NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
2)ITYP. INT. WALL (NON -BRIG.)
D 1 SCALE: 3/4'.I'-0'
FIBERGLASS SHINGLES
OVER 90 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RS0511
ON I}' OU'a SHEATHING
OR;' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER I-0
ELEVATIONS TYP.
ON.
VENTED SOFFIT
1/2' THICK, 2 GOAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
5' DIA. SLEEVE,
DO NOT CUT
BOND BEAM -
SOLID GROUT
UJ/ (I)- 5
(2) COURSE
DO NOT CUT
THE BOND
BEAM
REBARS
m PIPE THROUGH BOND BEAM
D1 SCALE:3/4'.I'-0'
5/8' GYPSUM BOA
OR 1/2- HIGH
STRENGTH CLG.
00
BOARD
ELEVATIONPER
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4.1 INSULATION
ATTACHMENT
PER MANUFACTURES
�////����WINDOW
SPECIFICATIONS
REFERENCE
STRUCTURAL
bc2 P.T. FURRING
STRIPS • 24' OZ.
S' CMU
W. GYP. WL. BD.�
WOOD BASE
FIN. FLRJ,,_
e
,a
° 4
n W/ WINDOW OPENING
a
FIDERGLASS SHINGLES
OVER'30 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RS05JJ
ON O.SB. SHEATHING
OR }' COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
M 1101lOY LN
as
2B GAS LINE THRU BLACK
Sena. yr _
FIBERGLASS SHNW-ES
OVER 90 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RW51J ON a' O.S.B.
SHEATHING OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1'-D'
TYP.
Mel
K_3"'�\ GARAGE DOOR JAMBS
D1 SCALE: 11/2'.1'-0'
i 2X4 SI F 24' O.C. MAX. -
SECURE W/ (2) 12d NAILS
• EA END
2x BLOCKING BETWEEN TRUSSES
—PER STRUCTURAL DETAILS---
STIFFBACK AT ALL UPRG4
PER STRUCTURAL DETAILS
PRE -ENS WD.TRU88
CON2x RAT SECURED PER—/
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR
INWLATION R-VALUES
PER ELEVATION
\ 5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
R-4J INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
I/1' THICK 2 COAT PORTLAND
P.T. FURRING
A
GEMENT PLASTER APPLIED
STRIPS 24' O,C.
DIRECTLY MASONRY
I/1' THICK, 2 COAT
1/t' GYP. WL. BD.
PORTLAND CEMENT
WOOD BASE
PLASTER APPLIED
DIRECTLY TO MASONRY
}, 0'-0' FIN. FLR
0'-0' FIN. FLR
a' cm
m
a
° q
n TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION W5.1.1 - FOR ROOF
a)l-STORY HIP BLOCK WALL (2)ERI L YUNDERLAYMENTSYSTEM
D1 SCALE: 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER lU LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE II,
ASTM D 4869 TYPE IV, OR ASTM D
6151
W/ WINDOW OPENING
r.
FIBERGLASS SHINGLES
OVER 'J0 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RS05.IJ ON J' ozaL
SHEATHNG OR }' COX
PLYWOOD SECURED PER
1._0. FASTENER SCHEDULE
TYP. MTL. DRIP EDGE
O N.
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRIM
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
n TYP. WALL SECTION
NO OPENING
(I)1-STORY GABLE BLOCK WALL
D1 SCALE: 3/4'.I'-0'
U2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
cm
0-0' FIN. FLR
I R C N I T E C T 8
Groin
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeaigngroup.com
AA 9: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81388E-2628
FAX: 8134186-2802
BUDDIV. Ae LOT:
SILVERADO
LOT #13
BLK #10
PROJECT/!
03719.000-13101
MODEL:
2795-D
GARAGE SWWO:
RIGHT
PAGE:
DETAILS
150 MH EXP. B
It
PRtHT a8/03/20
wTE:
SCALE: 1/4"=1'-O"
SHEET
D1
I4Pr.
ZXt• P.T. • CENTER OP DOOR HEADER SECUP ED
WV 11) N' X v J-BOLT
WV 4' MN EMBEDMENT
UV 2' X 2' X 1[6.0ABNER 4 NUT
OR
IW (2) V)' X 6' ANCHOR BOLTS
WV 2'X2'XVO' m4&4m 4 NR
B
®
BECIi4E 2.4 CN
a
RAT TO BLK
9 UV MASONRY
IN
NAILS.
2X4. GARAGE DOOR�BUCJC SECI114ED
so aV A)1/J' X VJ-BOLT OR ANCHOR
Is
BOLTS. SV 4' MN. EMBEDMENT, UV 2'
X 2' X US' 060- R 4 NUT. (U WITNN
6- OP TOP, lU WITHIN 6' CF THE DM
[31 EVENLY 6PACED.
R
8
NOTES:
ALL ANCHORS SFIALL BE N ACCORDANCE TO
MANP,ACTU10 S INSTALLATION INSTRUCTIONS I ER
9 NATi11GTI AlalE D ATOld9
GARAGE DOOR
t BUCK ATTACHMENT
4UL6 vr.r.n
8' cm
JV DRYWALL
I'X4. OR I'X2' P.T. NAILER
ElIx4 P.T. OR WX4' MIN.
SECURE TWRU PRAIw E 4
EXTEND I-Y4' INTO BLOCK
❑ W/ V&' TAPCONS
MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
-7\MIN. EMBEDMENT I A'
WITHIN W OF EACH END 4
IW O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +3/4 OR +5/4
FDiDOW TO BLACK +9 4 OR +b 4
A SCALE: KTU3.
2X4:m
SECURE TO BLOCK UY
TAPCONS OR
MR SHANK SIZE .145
MIN. HEAD SIZE -400
MIN. EMBEDMENT I).*)
WITHIN 8' OF EACH END 4
UY O.G. MAX SPACING
2X6:m
SECURE TO BLOCK W*-W.'
TAPCONS(MIN. SHANK SIZE
JARS
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN V OF EACa END 4 S' CM
B' O.C. MAX SPACING. Jj' DRYWALL
2x&cm Q PX4' OR I'X2' P.T. NAILER
SEOJRE TO BLOCK W[2-%,7TITACW
CASING
TAPCONS
(MIN. SHANK SIZE .14b
MIN. HEAD SIZE 300 JAMB OR WINDOW
MIN. EMBEDMENT I Y4) TO 2X PER
UIT14IN W OF EACH END 4 MANUFACTURES DETAILS.
18' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)',*)
DOOR JAMB TO BLOCK +1-1 2'
r1 11DiD0T/ TO BLOCK +1-1 2`
E: N.T.B.
2X4=
SECURE TO BLOCK WL )W
TAPO" (MIN. SHANK SIZE
.145
MR HEAD SIZE
MIN. EMBEDMENT I Y4)
WITHIN V OF EACH END 4
IV O.G. MAX SPACING.
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 4
2Xbm
SECURED THROUGH
6E0URE TO BLOCK W/2-V**
NON-STRUCTURAL V.-
TAPCONS
TAPOON MIN. I-Y4'
(MIN. SHANK SIZE Job
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
, GI„ u
MIN. EMBEDMENT 1 Y4)
• DRYWALL
WITHIN W OF EACH END 4
18' O.C. MAX SPACING.
'X4' OR 1'X2P.T. NAILER
2XSmo
❑
SECURE TO BLOCK W/2-Yf4.'
j(I' OSJS. X 4' MIN.
TAPCONS
(MIN. SWANK SIZE .145
DOOR GA,BING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4)
ATTACH TO 2X PER
WITHIN V OF EACH END 4
MANFACTURE6 DETAILS.
10' O.C. MAX SPACING.
NOTE: 844IM A6 NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +1-lb/1¢`
i[.1 WENDOB TO BLOCI +112MI
" SCALE: KT,S.
2X4:m
SECURE TO BLOCK W/
TAPCONS
(MIN. SHANK SIZE .145
MIK HEAD SIZE 300
MIN, EMBEDMENT 1 Y4)
UAT14IN W OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6m
SECURED THROUCd4
SECURE TO BLOCK W1/2-)W
NON-STRUCTURAL Yo-
TAPCON6
TAPCON MIN. I-Y4
(MK SHAW SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Yi)
®• C.T'I.1
WITHIN 8. OF EACH END 4
)S' DRYWALL
IS' O.C. MAX SPACING.
2XSa
❑
pX4. OR P.T. NAILER
SECURE TO BLOCK WR-)W
CASING
TAPC 45
MIN. 614ANK SIZE J45
MIN. HEAD SIZE 300
A
DOOR JAMB W OR INDOW
MIN. EMBEDMENT I Y49—ATTACH
TO 2X PER
WITHIN S' OF EACH END 4
MANUFACTURES DETAILS.
18' OTC. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLACK +2 4'
D WINDOW TO BLACK +2 1 4'
'� SCALE: N.T .
2X4m
SECURE TO BLOCK W/'
TAPCONB
(MIN. SHARK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
WITHIN 8' OF EACH END 41
NOTE: STRUCTURAL 2X
18' OZ. MAX SPACING:.
MUST BE ON OUTSIDE 4
2X6m2
SECURED THROUGH
SETO BLOCK W/J-v.-NON-STRUCTURAL
V
TAPCONS
TAPCON MIN. I-Y4
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
-Lr' OMU
MIN.EMBEDMENT149
•DRYWALL
WITHIN W OF EACH END 4
18' OL, MAX SPACING.
OR I'X2' P.T. NAILER
2XSmo
�lw'
SECURE TO BLOM W/2-ifs,TAPCONS
4ATTACH
DOOR CASING
(MIN. SHANK SIZE .45
MR HEAD SIZE 300
MR EMBEDMENT 1 Y4)DOOR
JAMB OR WINDOW
WITHIN W OF EACH END 4
TO 2X PER
IS' O.C. MAX SPACING.
MANUFACTURES DETAILS.
:tlR UM Y Nmtm tO1W! yl'� fpDMT n:mi')
DOOR JAMB TO BLACK +3'
3f TO BLOCK +"
E SCALE: N.T.S.
2X4m
SECURE TO BLOCK WY V
TAPCONS
(MIN. SWANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 14')
WITHIN V OF EACH END 4
NOTE: STRUCTURAL 2X
18' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6m
SECURED THROUGH
SECURE TO BLOCK WR-)W
NON-STRUCTURAL i(I'
TAPCONS(MK SWANK SIZE
TAPCON MIN. I Y4
J45
EMBEDMENT INTO BLOCK
MIL HEAD SIZE 300
MIN. EMBEDMENT I Y4)
S. CM
V OF EACH END 4
Jj• DRYWALL
IS' Or -MAX SPACING-❑
2XEma
I-X4- OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
2ND 2X SECURE TO
TAPCONS(MIN. SHANK
TRl1CTURAL MEMBER
,µb
(2A2d WITHIN 8' OF EACH
MR HEAD SIZE 300ND
ATTAC44
4 6' TO W O.C. MAX
MIN. EMBEDMENT 1 Y4JOOR
CASING
WITHIN V OF EACH ENOOR
JAMB OR WINDOW
18' O1C. MAX SPACING.
TO 2X PER
MANUFACTURES DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3'
F +3"
g SCALE. N.T .
2X4m
SECURE TO BLOCK W W
TAPGONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4)
NOTE: STRUCTURAL 2X
WITHIN W OF EACH END 4
MUST BE ON OUTSIDE 4
18' O.C. MAX SPACING.
SECURED THROUGH
2X6m
NON-STRUCTURAL ))fs'
6EC IRE TO BLOCK WA-1/4'
TApCON MIN. 1-)4
TAPCONB(MR SWANK SIZE
EMBEDMENT INTO BLOCK
.145
MIN. HEAD SIZE 300
, GMU
MIN. EMBEDMENT 1 Y4)
• DRYWALL
WITHIN 8. OF EACH END 4
IS' O.C. MAX SPACING,4-MANUFACTURES
'X4' OR 170' P.T. NAILER
2XSmSECURE
TO BLOCK WAY&'
0.8.B. X 4' MIN.TAPCONS
(MIN. SHANK SIZE J45DOOR
CASINGMIN.
WEAD SIZE 300
MIN. EMBEDMENT 1 Y4)OOR
JAMB OR WINDOW
WITHIN W OF EACH ENDTTACH
TO 2X PER
IS' Or- MAX SPACBJCs.
DETAILS.
N016 MI Y I®tp M:41rfa.IM! f00:tl! p:C�4f)
DOOR JAMB TO BLACK +3-7/18"
TIRiD 5 7O BLOCK +3-7/18'
" SCALE: N.TJ3.
2X4=
SECURE TO BLOCK UW4'
TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MR EMBEDMENT 1 Y4)
WITHIN w OF EACH END 4
NOTE: STRUCTURAL 2X
18' 04, MAX SPACING.
MUST BE ON OUTSIDE 4
2X6m
SECURED THROUGH
SECURE TO BLOCK W/1-U4'
NON-STRUCTURAL V
TAPCONS
TAPCON MR I-Y4
(MN. SWANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
8' GMU
WITHIN V OF EACH END 4
Jj• DRYWALL
IS' O.C. MAX SPACING.
Q
P'X4' OR I'X2' P.T. NAILER
2XSsm
SECURE TO BLOCK W/1-114'
' P.T. X 4- MIN.
TAPCONS
CASING
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
DOOR JAMB OR WINDOW
WITHIN V OF EACH END 4
TTAC 4 TO 2X PER
IS' O.G. MAX SPACING.
MANFAGTUE6 DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED 49
DOOR JAMB TO BLOCK +3 3/4"
•TO BLOCK +33 4/
H 6CALE: N.T.S.
A RCNITICTS
6
Groin
N41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 4074744i078
FAX: 407-7744078
www.abdosiipgrouµcom
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPX FLORIDA 33634
PH: 8134186 2628
FAX: 813B863802 00
�00000000.
aU13DIV. de IAT:
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
>t[ODzxA
2795-D
GARAGE aV1IMG:
RIGHT
PAGE:
DETAILS
150 M EA B
AUG
rDA
B/03: 1/4"=P-O"
D2
PREFORMED CONTROL JOINTS
FLANGE OF CONTROL JOINTS Td
BE WIRED TED TO LATH • S'
OG. MAX (VERTA NOTE, DO
NOT FASTEN CONTROL JOINT TO
UA4LL EVEN F SAD EXISTS
BEYOND EXCEPT STAPLES W(
' LEG MAY BE USED TO
SFam CONTROL JOINT �� S.
DURING INSTALLATION —�
FASTBEFS TO 8E SPACED—(
• �' OG. MAX VERTIG4LLY /
TWKr, 3 COAT CEMENT
PLASTM
USES LAYER 9. FORTFBER
BUILDING PAPER
APPROVED PETAL LATH
FASTENED P1' (VERTJ OL. MAX
AT SUPPORTS
WRB LAYER L
STUCCO WRAP
UICOD SEATHNG
LATH SRLLLL Mot-
-
BECONTNIOIA r•TOE r•mr
TW ROtGN CONTROL
JOINTS BUT SHALL
BE STOPPED AND
TED AT EACH SIDE
PER ASTM CAFi3 ��
Im1RGVICE 2X4 a'
T JVL4 PLACED PLAT MAX i' TO V
FROM CONTROL JOINT UAIM
\ CONTROL JOINT FALLS ON
FASTENERS FCt LATH To BE NAILS OR i STRUCTURAL STUD
STAPLES IN COMPLIANCE SV ASIM CW63
2. WINE TES TOM 040. M) DA415' WIRE
3. BLOCKING SNOUN MAY BE IN =lrlO k \
TO WALL STUDS RECAIRED PER PLAN
III �I4
O"M" TYPE CONTROL JOINT
Ol PCLD N41Y0 • R. A
®na.o
OLFOLDNWO•
Pt.A
). C1rAR8 • PT. s
A gf.UB • PT. 0
a
® t FOLD NIYO • R. A
2QW-4m•PT.s
3. CMMAAM • R. C
A POLO s TWL P?.a me" R.
ToIAOlR
sOTTCM PLM1R!
RS
Y
KAPW
ti� WTmRTIeMT
OVAL IGLD, 122
on CUT.
3 COAT CEMENT
fFMA"U UP 2 COAT
.HAIR (CPW
Bit V. FORrFNM R
PAPER (PPAM a4.Y)
ER L
IRAP(pmorm O Lw
KICK-00 RAGNM (4R
ovT
NrTALL xlt3( f
AT eoROR OF
NIpYKT10NR
NOTE:
APPROVED BMLDNG WRAP
SHALL BE LAPPED A MINIMUM OF
i' • VERTICAL LAP* (ROLL
19M) 4 i' • NOR IZON AL LAPS,
ALL SEAM NEED TO BE
WITH FD WtNIM SHEATHNI'
LATH VERTICAL LAP TO BE I'
4'x4' OW'ADIER/IG MEMBRANE l
PLASHING = PATIBLE W/ 41OUBE 7\
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
ORR LEee PPEPENETRATION
T,_,
M'
I
taR AND OVERLAP ONE DOE CF /
BRANE /
SELF-ADFERSIG MEMBRANE
IT
METAL LATH
PLASWNG
STEPal
WARD LAYER L
TWTN CK 3 COAT CEMENT
STUCCO W¢NP
I
• ts1 lu Y
METAL LATH
URB LAYER 4, FORfIRBER
�BUILDRI6
WR6 LAYER 4, PORTFIBER
BUILDING, PAPER
PAPER
�U P
IR ST
INSTALL FASTENFJRB (CLIPS,
WOOD SNEATNSG
STRAPS. STAPLES) AS
REGASRED TO SECURE
�I \
PIPE) WIRE TO FRAMING
2 LAP
RCA E.'A IR ., •p
® KICKOUT
DETAIL
AATIIM ♦ SoLowQR ANZLGW ala
r nM uTr
IJP. a• ovW
ALL LY
VERTICAL LATH
& PAPER DETAIL
SIDE LAPS OF METAL
PLASTER 9 AeR8 SHALL
BE SECURED TO
FRAMING MEMBERS,
THEY SHALL BE TED
WITH 00410-K (R2I-MM)
WRE AT NTIWALS NDT
MORE THAN V (22%4'!1).
AS PER ASTM C063
1AL
FOR REPAIR OF TEARS
N URB LAYERS, TEARS
MAY BE PATCED
0W40USE WRAP TAPE
PER MANF. SPEC, OR
PEEL 4 STICK
BUILDI
PAPEF
STUCC
WOOD SHEATHING OR CMU
WR5 LAYER 1,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CM)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
R09FAllALL SCREED
Z 5'X5' 'L' TYPE CONTINUOUS
L z GALv. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
6
4•
i'xi' SELF-AD4EP W42 MEMBRANE
FLAGWM (COMPATIBLE U/ HOUSE
WIRAP MATERIAL) OVER 4'x4'
SELF-ADRERW. MEMBRANE
FLASHING OVER APPROVED
HOUSE BARAP.
FLAB IING TO EXTEND ONTO PIPE
�-M�p �
CUT AND OVNI.AP ONE GIVE OF
STEP •2 FLASNNG MEMBRANE
W IS LAYER L
STUCCO WRAP
UM LAYER 4, FORTFIBER
BIRLDNG PAPER
METAL LATH
SELF-ADLERNG MEMBRANE
FLAeNNG OVER APPROVED
MOUSE WRAP.
R.4SFING TO EXIEAO ONTO PIPE
4'x4' SELF-ADFERIMM MEMBRANE
FLASHNG OVER APPROVED
MOUSE URAP.
14LSfAJC TO E)(T6� ONTO PIPE
W COW BEAD OF SEALANT
INSTALL APPROVED NOUBEMAP AIR
INFILTRATION BARRIER OVER
BLAOT01EM COATING OVER STUCCO)
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER SECTION 117011.7
F]P4110rYa11Y1U 01 AWILD
Extetlor use of Po.Rana --t plas a
shah oomph e4Rt the appkc M n
(woo —ants of ASTM C 92612A.
Installation of exterior lathing and ftwnh.g
VW eonply eM ASTM C 108312,1
LEGEND
DRAINAGE PLANE (WRB
LAYER *1, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER ......
- - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO
SELF-ADHESIVE FLASHING - - - - - -
NOT
METAL LATH: LATH TO BE PER SECTION
R-103.11 / A5TM C-84l-09, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A E C E I T E C T i
6
Groin
a•r+ LONGWOOD, FL 32750 • V.
PH: 407-774.6078
FAX: 407-774.4078
www.abdesi@Ngroup.com
AA S: 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BFAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33534
PH: 819.6862828
FAX: 81358$ 2M2
sumly. a LOT.
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
]MODEM,
2795-D
4ZARAOR sviniO2
RIGHT
PA01.''
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
n
INSTALL 6' SELF -ADHERING
MEMBRANE PLASHING OVER
TOP, SIOE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEd ESICE OF PLASHING. TO BE,
L BOTTOM. 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
i
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
.
IAPPLY SEALANT AT PER91ETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDE Yi CAULKING • JOINT
I
I
ALL AROUND
I I
PER SECTION R703.7
EAWIdr IBBNtV and plastaitlp
BACKER ROD
I
Exterior use of pordand cement plaster
shall comply with the application
;X
requirements of ASTM C 926-12A.
rxI
Installation of exterior lathing and framing
rr;
shall comply with ASTM C 1063-12A.
WRB LAYER 9,
.�".
STUCCO WRAP
:X'
HOODED VENT
i' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING. PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD —
CONSTUCTION
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WRS LAYER 4, FORTIP15ER
BUILDING PAPER
6' WIDE STRIP SELF
A01,E6IVE PLASHING, CLEAN
MASONRY BEFORE APPLYING
Z HASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIF15ER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING - - - - -
NOTE:
METAL LATH: LATH TO BE PER SECTION
R'103.1.1 / ASTM C-64.1-09, MIN. 2.5 LBS,
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
(V SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT w
TOP 4 SIDES
0 DRYER VENT (BLOCK)
ROOD CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER '2, FORTIF15ER
BUILDING PAPER
3 COAT CEMENT
Y6' TO Yo' MID -WALL
WEEP SCREED
�-6' SELF-ADHESIVE
FLASHING
BUILDING PAPER
WOOD FRAMED
OVER CIUICK
FLASH • r — — — 7
WALL
HORIZONTAL WEEP SCREED
FRAME TO FRAME
rHRouGH
WALL
1
6' SELF ADFESIVE
FLASHING (INSTALL
PER MANUF. SPECS)
BUILDING PAPER
UNDER 'QUICK FLASH'
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
HRCCfi IrJ IiCC.CIVC
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
-ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
I —- '2R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::O SCRATCH
COAT LARSER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 9,
STUCCO WRAP
WOOD SHEATHING
APPROVED
NOUSEWRAP
BELOW
CUT SUCH TWA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA
EDGE
APPLY E-Z
OVER 6m MI
GRADE 'D'
FELT-PROVI
SEALANT AT
JOINTS AND
INTERSECTIC
too
Mae�
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
W IS LAYER 4, FORTIRBER
BUILDING PAPER
METAL LATH
FASTEN TO WOOD STRUCTURAL
MMISER • T' ON:. MAX
16' TO 1{' dIQ�110LL
W WIDE STRIP SELF
ADI-ESFVE PLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH • MASONRY
(�oHORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER 81,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
9
STEP #1
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
ING OVE FLASHR
APROVED
HOUSEWRAP
STEP #3
S'
STEP #2
WRB LAYER 9,
STUCCO WRAP
MEMBRANE FLASHING.
WRB LAYER'4, FORTIF15ER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEP #6
(�) ELECTRICAL RECEPTACLE
A R C N I T E 6 T•
6
Groin
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX; 407-774-4078
www.abdosi@M"up.com
AA M: 0003325
DRAFTING SY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33634
PH: 813888.2628
FAX: 613 386-2802
levee°
.
OLMDZV. Ae L01`-
SILVERADO
LOT #13
BLK #10
03719.000-13101
MIDIDIM,
GARAOR swnak
RIGHT
pwa WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
PlUNT D 8/03/20
ECAXJn 1/4"-a.'-O"
WA2
WOOD SHEATHING EXT. WOOD FRAMED A R C N I T E C T i
WAALL COLUMN SI$ATHIYs
WRB LAYER h,
STUCCO WRAP SM49-OOR DECKING I:; ; BARRIER RESISTIVE
WRB LAYER 4, FORTIFIBER I BARRIER
WOOD FINISH LAYER (2 LAYER 3' X 3' 26IP EDGE
I WEARER RESISTIVE
CONSTRUCTION BUILDING PAPER PRE-ENCs'D� PEEL 4 STICK) METAL DRIP EDGE BARRIER Q
a4 HAT CHANNEL }' THICK, 3 COAT CEMENT WEATHER RESISTIVE SET,VT IN RILL MIR BED of _—
Umv TYPE 'A, DRYWALL PLASTER BARRIER 9 6' PEEL 4 SPACE FROM DRIP &PEEL 4 TIC
6
6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE STICK * DRIP FACE TO TREX
TO SHEATHING BEHIND WEEP SCREED BARRIER n EEDGE TO - I )Vx3 EMBEDDED Groin
4' POSITIVE DRAM J' THICK 3 COAT CEMENY RI
ES DECK M ROOF CEMENT
WOOD SHEATNRJG arerem PLASTER 1 11S' X 3' 26 GA GALV. 1441 N. RONALD REAGAN BLVD.
WRB LAYER h METAL LATH Yi GAP FOR BACKER METAL DRIP EDGE LONGWOOD, FL 32750
J y ROD 4 SEALANT SET IN FULL BED OF
STUCCO WRAP WOOD SHEATHING I J XI % P.T. OR SIMULATED Yi GAP FOR BACKER PH: 407- 74-407
i WOOD (TREX) FILLER ROD 4 SEALANT SEALANT, YS' MIN. FAX 407-774d078
i' THICK 3 COAT CEMENT CONTINUOUS VINYL CASING BEAD 1: ; www.abdesi�groupcom
\,` SPACE FROM DRIP
PLASTER _ 6' SELF-ADFEREMG 1 i FACE TO TREX WEATHER RESISTIVE
AM" WFWQ-180 FLASWINGA WRAPPED TOP OF WEEP SCREED LAYER ($ROOFER PEEL • BARRIER WEATHER RESISTIVE VINYL CASING BEAD BARRIER I1 AA M: 0003325
EXTERIOR GRADE: WEATHER RESISTIVE
DRY WALL STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING bt BARRIER 4 IF DRAFTING BY:
�i TO SHEATHING, BELOW BALCONY DECK TOBARRIER 4 LAYER (2 LAYER PEEL �"%`' EXTERIOR COLUMN
A.B. DESIGN GROUP
i \ UM LAYER 9, jTHICK 3 COAT CANTILEVER 4 STICK) --mar--mar COLUMN SHEATHING DRAFTING INC.
WRAP RAP 4' POSITIVE DRAIN BCRe�O PLASTER 6' PEEL 4 STICK • 5439 BEAUMONT CENTER BLVD.
�.• a i '� ` r—"O'ER "��' DRIP EDGE TO DECK DECK P'ENIBRANE, 6' SAF.SUITE 1004
. • EXTEND OVER DRIP PEEL 4 STICK TAMP), FLORIDA 33634
i i BUI DL MG P!Y'EFORTIFI VINYL CASING, BEAD Y% PH: 8134MS-2628
WRI5 LAYER -2, NO GAP IN FIELD SUB FLOOR EDGE I 'x3' 'L' PLASHING
(SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GA GALV, SUB FLOOR FULLY EMBEDDED IN FAX: 8138862r*
SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ® ROOF CEMENT
,c;i=;• :;?,•'•:`�" SET IN FULL BED OF
`'°+ ,',.�'�:`:'-¢�•:;c..* 6' SELF-ADHEREMG, I E X 3' RI GE CxE
SEALANT, MD
FLASHING WRAPPED I Y6'xl 9's' P.T. OR BMULATED METAL DRIP EDGE
STU LAYER 'I, SPACE FROM DRIP _
i •CODER OF CANTILEVER WOOD (TREX) FILLER SET IN FULL BEO OF
STUCCO WRAP ` �a , 4' FOSITIVE DRAM CONTINUOUS VINYL TCOASMNG BEAD (WOOD (TREX) OR
AMICO AM66-WRUC-'ISm I Y , WEEP SCREED Yi GAP FOR BACKS CONTINUOUS SEALANT, K' MIN,
SPACE FROM DRIP
CUSTOM CAanv BEAD ROD 4 SEALANT WATER PROOFING Is= FACE TO TREX
FINISH LAYER l2 LAYER LAYER l2 LAYER PEEL 4 Yi GAP FOR SEALANT VMYI rdamv_ Bcen
OPT. BACKER ROD.
ILEVER DRIP �`'ILIENT BALL WRAPPEDFROM LATER PROOFMCs E
NO GAP IN FIELD 3/4 RESILIENT BALCONY DECO TO MODIFIED 9® LAYER (2 LAYER PEEL 4
NO CWN FOR CLARIFICATION) OF HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM
@PAM
EDGE i' THICK 3 COAT CEMENT HAT cHAN'EL BALCONY DECO TO
SEPARATE ACCESSORIES ONLY) PLASTER VINYL CASIN9 BEAD CANTILEVER
CASING BEAD METAL LATH I' THICK, 3 COAT CEMENT
DTL. ® CANT. 5/6, TYPE 'X' DRYWALL WEATHER SWE TW RESISTIVE PLASTER
1 O A LEGEND W/TEXTURED 4 PAINTED BIER M 5/8' TYPE 'X' DRYWN L METAL LATH
SCALE. 1 1/2'. P-V FINISH WREXTJRED 4 PANTED I
WEATHER RESISTIVE FINISH 1 WOOD SHEATHING
j' THICK, 3 COAT CEMENT BARRIER a
D
PLASTER 4' POSITIVE DRAM i' THICK 3 COAT CEMENT 4' POSITIVE DRAM RAINAGE PLANE (WR5 111mr—WAMM PLASTER
NOTE: VINYL coRNER BEAD
LAYER 01, STUCCO WRAP% VINYL CASNG BEAD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF
METAL LATH: LATH TO 5E PER SECTION (S GAP M FIELD SEPARATE ACCESSORIES ONLY
(SHIOU►N FOR CLARIFICATION OF VINYL CASING BEAD
R-103.1.1 / ASTM C-84-1-0c2i, MIN. 2.5 L56. WRB LAYER 02 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY)
PER 5Q. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP 9
LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x 11 EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN
(W/"L" FLASHING
SCALE: NTS
WOOD CONSTRUCTION STUCCO''-'' WOOD SHEATHING a
�SISTIVEWOOD SHEATHING2x FRAMINGMEMBER WRB LAYER h,
IRESILIENTfBARRIER
WEATHER RESISTIVE STUCCO WRAP
T C ANNELBARRIER 4 THICK, 3 COAT CEMENT
VINYL CASING, BEAD ASTER SELF-ADHESIVE FLASHING — — — — — PLWOOD SHEATHINCs 3
WRB LAYER �2, FOR'fIFIEN=R �
iPLTN EG, 3 COAT CEMENT 2 Imo. CORNER BEAD BUILDING PAPER WRg LAYER 01,
FASTENED TO SHEATHING
METAL LATH = .i 1 STUCCO WRAP
5/B TYPE X DRYWALL
PAINT
W!(EXTIIRED < ED WOODD SHEATHING
FINISH
R
-
N
®-I' OGMAX
O.C. .
METAL LATH i
"
d' THICK, 3 COAT CEMENT ! i
WRB LAYER 02, FORTIF15ER
i' THICK 3 COAT CEMENT (2) 2x12 HEADER
PLASTER ' I
BUILDING PAPER
PLASTER
n
WRB LAYER 01,
&'SELF -ADHERING
METAL LATH
a POSITIVE DRAIN
VINYL CORNER BEAD Sr'ecED
STUCCO WRAP
FLASHING
y�EP _
THICK, 3 GOAT CEMENT
VINYL CASING, BEAD NO GAP M FIELD
WOOD SHEATHING
i (EXPLODED
EW FOR
PLASTER
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
METAL LATH
�. 'i CLARITY)
DRIP CAP
11D DRIP EDGE
WRB LAYER 02, FORTIFIBER
,
INSTALLATION
BUILDING PAPER
WINDOW FLANGE
L
WOOD CONSTRUCITON
14A CORNER
BEAD ® FRAME
s�
WRAP
WEATHER RESISTIVE
2 *
G 1= A
WRB LAYER 4, FORTIFIBER
f'
BUDDIV. & LOT.
SILVERADO
LOT #13
BLK #10
Opm 9 000-13101
aEo 72 95—D
GARAOE D InM:
RIGHT
p� WALL
ASSEMBLY
DETAILS
BARRIER'1 O R BE D 150 EXP. B
BUILDING PAPER
WEATHER RESISTIVE (FASTENER < SPAGINCs g l' DC.) RC E
BARRIER 12
METAL LATH i
:G
VINYL CASNG BEAD J' THICK
PLASTER3 COAT CEMENT N a' THICK, 3 GOAT CEMENT ., a
5/6' TYPE 'X' DRYWALL METAL LATH PLASTER i
F11.,11
MID 4 PANTED WOOD SHEATHING &'SELF -ADHERING ' U Q S
1' 11,110K 3 COAT CEMENT I-EADER/BEAM CMU FLASHING , a i
PLASTER
VINYL CORD- 4' S/B THICK, 3 COAT CEMENT DRIP CAP AR NO
A.
VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED
DEEP SCREEDv DIRECTLY TO MASONRY WINDOW FLANGE PTi" 8/03/20
VINYL CASING, BEAD NO GAP M FIELD DAM
(SHOWN FOR CLARIFICATION OF SCALE& 1/4"=1'-0"
SEPARATE ACC ESSORIESONLY) 14-B CORNER BEAD ® BLOCK 15B CASING BEAD 0 WINDOW ear
11 RIP EDGE INSTALLATION ( FRAME, NO BAND) WA3
WOOD SWEAT14NG
WRB LAYER Of,
STUCCO WRAP
WOOD 91-IEATI-IINCs
WRB LAYER 02, FORTIFIBER x
BUILDNG PAPER
`z
'
I WRB LAYER 01,
' STUCCO WRAP
METAL LATH
THICK 3 COAT CEMENT
WRB LAYER 02, FORTIF15ER
HI
BUILDING PAPER
6'SELF-ADHERING
s'�
'� METAL LATH
FLASHING
'
g' THICK 3 COAT CEMENT
VINYL ANGLED
CASING BEAD
EXPLOpEp
VIEW FOR PLASTER
CLARITY)
DRIP CAP
WINDOW FLANGE WRB LAYER N,
STUCCO WRAP
VINYL ANGLED
CASING BEAD
WiZB LAYER s2, FORTIFfBER
BUILDNG PAPER
METAL LATH ----��
THICK 3 COAT CEMENT
PLASTER
&'SELF -ADHERING
FLASHING
DRIP CAP \`
WINDOW FLANGE
CASING BEAD ® WINDOW
(15CF
(FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED -�
CASING BEAD
VINYL CASING BEAD
As' GAP TYP �' THICK 3 COAT CEMENT
cA&P T ESEAD PLASTER
IX TRIM MEMBER
Tc TRM METAL LATH SEALANT
%�
• STUCCO TO
SIDING TRANSITION WRB LAYER 02, FORTIFIBER
BUILDING PAPER
SIDING WOOD SHEATHING
WINDOW FRAME —
17777/
I
WRB LAYER 01, 01,
STUCCO WRAP UPS LAYER
STUCCO WRAP
I i
UJOCD 5HEATHING
CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD CONSTRICTION
—
BET'CMD
V
woOD SLEAT14M
WEATHER Imms IVE
BARBER a
UEATHER RESI61WE
BARRIER 9
xzY. Soara
�LAII
LAGWING
R
b'SELFADNERING
KA61 WA <
\ ;
RESISTIVE
/
STARTER
`� \\
MA TWERR IFiff"TIVE
/TRIP
D
R.ASHIN
\
GALV'D METAL
GALV V METAL
'r FLAeHM
'r FLASHNG ON
Iy4 X6
TRIM MEMBER
YIOOD�� � -• � �
X 6' SIMLILATED
TRIM MEMBER
CAP UUCALLrJW.
OR APPROVED SEALANT
SIDING TO STUCCO
0 BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-641-09, MIN. 2S LBS.
PER $0. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
UJRB LATER 01,
wom CQISTRICTION
STUCCO WRAP
MOM SWEATWM—
WEATHERR,RE018TIVE—
�—
RWEATNER
BARRIEUJRB
LAYER *2, FORTIF15ER
VEAL �'�"�
BUILDING PAPER
SE HERING—
METAL LATH
STARTER6TRIP—
$' THICK, 3 COAT CEMENT
PLASTER
CASING BEAD I(& RAISED
s17Ay:�i
BAND (FRAME)
SCALE: 1 1/2'=1'-0'
2X FRAMING
MEMBER
SEALANT
WINDOW FRAME
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
�.
WRB LAYER 92, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/%' FLEXIBLE PVC BACKER ROD)
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4' GAP TYP J' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW METAL LATH
WRB LAYER 62, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WINDOW FLANGE
6' WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL CASING
2X FRAMING
(W/%' FLEXIBLE PVC BACKER ROD)
MEMBER
-APPLY FULL BED OF SEALANT BETWEEN
BUILDM(a
FLANGE 4 BUILDING WRAP
WRAP
WEATHER RE/BTIVE
BARRIER -1 TO LAP
op Ir FA°` � 16A Ez BEAD WINDOW CASING
�B�Alaalelz I,tlE616rWE
�7 1RESISTWE
MARRWR_ GALV D, FETAL
'P PLASIICYs
6�' PI F ASH TV"W.
TRIM
EW -Z `READ VINYL. G . ` _ ` Y• X f' 6""TED
(UPW PL.EXBLE PVG / , uraoD Tlee•1 MEMBER
BACKER ROD) / I , eE1.F-ADLERIM(s
R. NG-ADIERIJCa \ `\
I , I FiAGNM
tHi gGAP W)CALL00
PLA/tERT \ L OR APPROVED GEA
WEATHER RES16TIVE V..
BAPMER RE/ISTWEER p40UNER 4 MIiI
UEATHER REMTIVE E-Z BEAD vsm. CA
BARRIER Q (WW6• FLEXBLE PVC
BACKER ROD)
SIDING TO STUCCO BlAilmER��
® FRAME TO FRAME
19 TRANSITION
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIF15ER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — —
I M C N I T E C T S
6
G ouI0K
1W11�. RVI�ILLY RCAHIUt SEWN.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.eom
AAA:0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MO.2628
64 FAX: 8135W2802
�o,�00000�.
Fmum
RADO
#13
#10
#
00-13101
5— D
ErWDM:
HT
WALL
ASSEMBLY
DETAILS
150 JRH E B
A R C E IT E C T i
T&VO
FOLD-1
QR WOUmENPAP
HOUSE
TUCIC F
AT AS' ANGLE
Ae HEA
I
MODIRED'V OUT
T*
N HOUMI~
I
LINE OF
I
OPRANG
FOLD
I
N AT
APPROVED HOUMI~
OVER SHEATHING OVER
go STUD RA.L
SLOA
STEP 1
FLASHING OVER
NAILING PLANS!
JA'!6
EXTEND FLASHM""
FLEXIBLE PLAGWING \J/`
DO NOT SEAL BOTTOM
F"
STEP 6
VNTL HEAD
FLASHING 01M END
DAIS) NAILING
PLANGE
1
SE&F-A
SELF-145 I- lG
q.AOHSOi P MN
BEYOND JA'M
PLAbING
INSTALL VVM ORIP
CAP
STEP 7
ALO9N MASHING.
Of M. EDGE OF
SILL MO.
FIEQMNN:AIT
FASTM FANNED
EDGES.[CAP
NALA, STAPLER)
INSTALL DUPONT
PLE)G~ AS TH
PLAS64M AT THE
U^PLY 46,
IF MALAN
A'IBS AN
U'PLY TO
ONDQI NA
LANM N
Mw-FUNCI
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1DE ADF[.NK
DOMA PLASHIW
vVQ DRIP CAP
WTOaUAP
00")
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
SCALE: NTS
M
R 18 THE CONTACTOM RESPOPMIOLLTT TO vMtrr
THE COHPATICILIT7 OF ALL FIWM=TS INCLUDING
HOUSV~. SEALANTS 4 0ELF-Ad08lMi
FLASNSG MATERIA USED DUR1G CONSTRNOTIT.N.
2. INSTALL ALL MATIENALS PER MANUFACTURERS
WRITTEN SPECIFICATION►
SEALANTS MAY REACT ADVERELY F HOT
4TIOLE.
AND REAL JAMD TO BILL JORJTB WITH
DOIU II99 FOLLOWMG COMPLETION OF
'IOR RETTiOP1T IWRC
REPAIR SC *3'E 6FIOIW SHALL BE
IMPLEMENTED AT ALL WR40OWS OT14
EVIDENCE OF WATER RITRIIBION 15ELOW THE
UA DOW OPENMG
AL RMMOR PER OF WMDOW WITH
Ir /v I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
wwwAabdes4ptgwp.com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD,
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
FAX: 818586-2802
EtLTEtDIV. ac LOT.
SILVERADO
LOT #13
BLK #10
PsojwTif
03719.000-13101
MODM-
2795—D
RIGHT
p-*AGIL'WALL
ASSEMBLY
DETAILS:
WINDOW FLAS G
150 H E B
1 All
2x6 SUB-BANb
W/1'x4' NOTCH e
------_ -- -- -- -
END, WRAPPED IN
�/
PEEL E STICK
DRIP EDGE
I
1\
1/8' TEXTURED I \
1
FINISH a WOOD I \
\\
1 1 1/81/2' TEXTURED
\
FINISH a CMU \
METAL FASCIA \
4' \\
STUCCO, 1' FROM \
- - - - -' is
(/ WOOD WALL \
\`� p
\
EXTERIOR WALL \
(FRAME OR CMU) \\
ja
`.
NOTE: NOTCH FOR 2X6 \
SUB BAND ONLY
®ELEVATION
®PLAN A
1/E' TEXTURED
-
-
FNISFI • 100m,
1/1' TEXTURED
FINISH • CMU
x
METAL LATH
x x x
x x x x x
METAL FASCIA WRAP
-
WOOD SWEATFING
x x x x x x
OR CMU
x x x x x x
WRB LAYER h,
STUCCO WRAP eFRAME ONLY)
x x x x x x x x x x x x
-
i LAYER 12, FORTIFI15ER
x x x x x x x x x x x x x
BUILOM PAPER
(FRAME ONLY)
x x x x x x x x x x x x x
FRAME OR CMU
2xG BtO eallo
m
cEr�NT
x x x x x x x x x x x
x x x x x x x x x x
FELT PAPER
DRIP EDGE
x x x x x x x x x x ..
DRIP EDGE
x x x x x x x x
(REFERENCE POINT
O ��*'
V
METAL KICK OUT
x x x x
ONLY. FOR WALL OFF
x
SET OF COMPONENTS)
—ROOF KICK OUT REMOVED
\\ FOR CLARITY
\ ROOF DECK(BEYOND)
`\ DRIP EDGE, 1' OFF WALL
(NOT INTO STUCCO)
11/8' TEXTURED FINISH e
i WOOD, 1/2' TEXTURED
// FINISH a CMU
2x6 SUB -BAND W/1'x4' NOTCH e
END, WRAPPED IN PEEL 4 STICK
SUB BAND DETAIL® WALL
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
3•
x
x x\/
PRE-ENG'D TRUSS TO BE CUT e
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/12d NAILS 6'-8'
O.C. MAX.
2x SUB -BAND W/Wx4'
NOTCH a END
AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
rL x x x x x
C7��Zx x x/
SUB BAND DETAIL ® WALL
W/KICK— OUT
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM or -
DRIP EDGE
2x SUB -BAND
W/14'x4' NOTCH e
END, WRAPPED IN
PEEL s STICK
-ROOF CEMENT e
ROOF EDGE
OMITTED FOR
CLARITY
iME OR CMU
.L KICK -OUT FLASHING
T PAPER
74aillll#wl-_�#
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
WM'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT e
ROOF EDGE
OMITTED FOR
CLARITY
Groin
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abdesi8h8roup.eom
L AA is 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA SW34
PH: 813886.2628
FAX: 813-886-2602
aVHDIV. S. LOT.
SILVERADO
LOT #13
BLK #10
IMOJZCT#
03719.000-13101
'D'95—D
GAlt"Z OWING:
RIGHT
P-*-Gm WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
30'$"
R C N I T E C T 8
— TE1---- r
I
ao
`O 4" CONC.
w SLAB ILL
N (L F,
Y
(V
3 1/2
J
fM-,6X18 EXTEND
SLAB 1 1/2' Y
FM-16X18
1" PVC CHASE
FOR ELEC.
ISLAND
$0-0_
TOP OF
SLAB
4" PVC
CHASE
3'-T 1
TE-1 J
I
w'I *3112
I
EXTEND
SLAB 1 1/Y
A
1
TE2
—
V
Q
1
—
— —
— T E-2_ _
3
4
7
2'-3" 5
�;51/2
1
10'-10"
18'-10"
FM-16X18
1
EXTEND
I
SLAB, 1/2"
11 iv
iv
2
JU 1018
1
—.
F1-24X24
3 1/2
4
m
xI
1•
1 3-0
iY
FMC-16X18
01
4" CONC.
LL
SLAB
1
ml w 4
4
#A'L
X18 '1
m
" 3 2"
" 7"
$_
�
FM-16X16
471/2
1
—
F1-24X24
q
R==
'1
N—
——
FM-i6X18
— —
T
—EE
%t
f2
'CONC.
SLAB
0'-0"
CONC.
SLAB
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE 10'-W.
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION --V-0", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 112" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.[]INDICATED #5 BAR, OINDICATES #6 BAR ONDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90"
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE FLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30% #6 =36"). AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (FOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5"S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 543, USING: Pm =
1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR W WM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 61N EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 WIAXW1.4 OVER
GENERAL
3 1l2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-l6x18
16"
CONTINUOUS
18"
-
(2)#5's
(+)0'-0"
FMC-16x18
16"
CONTINUOUS
18"
-
s
#5 IN CURB
VARIES
Fl-24x24
24"
24"
12"
(2) 's
2)#5's
(-)8" BELOW GRD
TE-1
8"
SEE PLAN
B"
-
7ff IT.
_
- '{"
TE-2
8"
SEE PLAN
8"
-
) s
(_ 9-01
CWC-12X12
12"
CONTINUOUS
12"
-
) s
#5 IN CURB
VARIES
F1-30X30
30"
30'
12"
(3) #5's
(3) #5'8
(-)8" BELOW GRO
F2-30X30
30"
30"
12"
(3) #Fs
(3) #5s
-)12" BELOW GRD
FOUNDATION PLAN
SCALE: 1/4" = l'-0"
PH: 407-774-Li
FAX: 407-774
www.abdesigi&
AA #: 0003
DRAFTING I '
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813.886-2628
FAX: B13896-2802
stmDrv. & LOT
SILVERADO
LOT #13
BLR" #10
PROJECT#
03719.000-13101
MODEL1
2795-D
GARAGE S1RNG:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ORZNT 8/03/20
DATE:
SCALE: 1/4"=1'-O"
SFIEET
s1
30"
MIN. EACH WAY
MONOLITHIC FOOTING
Z
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
— - — -
CELL SEE PLAN FOR SIZE AND
d IL
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
SPACING REQUIREMENTS
_
¢w
mU
w
111 7- "
GARAGE DOOR
RECESS
�q
��
Qr
1 FM;—g5
0= va) - Z
8" CMU WALL
O
8" CMU WALL
I , . CORNER BARS, SAME SIZE AS LARGER BAR
w w 8"
O
°'�
m
.- 0'-0'
. �-
FOUNDATION WITH LEG EACH
w =
M
.- 0'-0"
TOP OF SLAB
.VAR
a WAY AT ALL CHANGES IN DIRECTIONS
W IN
I ... SO THAT THE STEEL REINF. IS CONTINUOUS
1 N
TOP OF SLAB
MATCH AMOUNT OF CONTINUOUS BARS
I
CURBFOR
EXT. PORCH SLABFER
W/1/2"ISOLATION
71CS
SEE SLAB SCHEDULE.SEE
(1-STORY)
#3 18
EXT. PORCH SLAB
ES
SLAB SCHEDULETOP OF GARAGE
4" CHAMFER (1 STORY)b"FER(2-STORY)
'" a -` CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
�' AT ELEV:
JOINT (WHERE
#4 24"
W/ 12" ISOLATION
6" CHAMFER (2STORY)APPLICABLE)
ZEDULE
�„JOINT
(WHERE.
APPLICABLE)
Z
,,,
• • EE SCHEDULEDIFFERENT
4FOR
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
BAR SIZE
WxD, BAR SIZE
NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
UANTITY #7 42"
N
AND BAR QUANTITY
NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LINO
,EXTERIOR MONO -FOOTING
r,1EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
GARAGE SCALE:3."=''°
COARS DETAIL
3 RNER B
,, DOOR OPENING
SCALE: 3/4"=1'-0"
� SCALE: 314"=1'-0"
LAP TOP PLATE A MIN, OF 48"
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
AND NAIL W/ 16d COMMON
NAILS, 2-20WS, 4" O/C BTM. VERIFY HEIGHT
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
w
2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
w
00. I
No 2 STUDS SEE PLANS FOR
SECURE BT. PLATE TO SLAB W/
PLANS FOR SPACING. SINGLE
> N NEW REINF. BAR
SPACING. SINGLE BTM. PLATE
12'k9" WEDGE ANCHOR W/ 2"
BTM. PLATE TO BE PT.
O a SECURED Wt 2- PART
0= 5
TO BE PT. PROVIDE DBL. TOP
PLATE WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO
SLAB WI10d MASONRY
2" CAPPED
..EPDXY. MIN. EMBED
I
EPDXY 5-1/2" EMBED. MIN. gj 16" OC
GALVANIZED PIPE
¢ 8", LINO
SIMPSON SPH4 OR SPI46 MAX.
NAIL 16" O/C STAGGERED.
ADDITIONAL METAL
WIFLANGE @BASE
¢ FOLLOW ALL MANF.
¢ SPECIFICATIONS FOR
BTM AND TOP PLATE
"
CONNECTORS NOT
m ( USE AND
ANCHORS W/'S x
REQUIRED WHEN NO
4
=
I— m PREPARATION OF
L,2
COMMON NAILS FILL ALL y
HOLES, DO NOT USE IGd w
UPLIFT IS PRESENT.
IU
v HOLE.
3' �
w
W
Z K
x SEE SLAB SCHEDULE
� SEE SLAB SCHEDULE
SECURE FLANGE TO
�ul
Q
SLAB Wt(4)1/4" X 2 I/4"
.- p-0•
TAPCONS
m O'Q�O
TOP OF SLAB .
TOP OF SLAB
..
4"CHAMFER(1STORY)
a�•
\e _a _
6" CHAMFER (2-STORY)
- .
EQ. EQ. EE SCHEDULE
EQ. EQ. EE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
O INTERIOR CURB FOUNDATION WOOD WALL
5 BOLLARD
6
MONOLITHIC FOUNDATION
SCALE:34"=1'-0"
(W/ UPLIFT)
V SCALE:34"=,-0"
(NO UPLIFT)
SCALE: 314"=1'-0"
SDALE:3/4"=,.-o'.
LAP TOP PLATE A MIN. OF 48"-----�--,�
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
Z
WALL W/ SYP No 2 STUDS SEE
m
PLANS FOR SPACING. SINGLE
a
BTM. PLATE TO BE PT.
SECURE BT. PLATE TO
SLAB W/IGd MASONRY NAIL
o
L
PROVIDE DBL. TOP PLATE
16, O/C STAGGERED.
m
¢ w
ADDITIONAL METAL
m U
CONNECTORS NOT
REQUIRED WHEN NO
w (L
UPLIFT IS PRESENT.
8"CMU WALL
♦' VARIES 9'
Z
POURED LINTEL CONT. (TYP.)
'r♦:. 8" CMU FILLED CELL (TYP.)
3' 3
TOP OF SLAB
SEE SLAB SCHEDULE
_ I
2X WALL FRAMING
TOP OF SLAB
+- 0'-0°,—~~~7FOUNDATION
c•
Z
Z
EE SLAB SCHEDULE
a
12" DIA, SIMPSON STB2 BOLTS S"
MINIMUM EMBEDMENT INTO
..
• S -
f
=
LATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
-
TERED UNDER WALL AND
�.—��-aRED
16" O.C. VERTICALLY MAX
°•♦
♦�
MONOLITHICALLY WITH
„
- AND SLAB
SEE SCHEDULE
°,�q,S
ULE
° FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
SHOWER RECESS FOOTER
INTERIOR FOUNDATION
WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
12
SCALE: 1"=t'-D"
9
(NO UPLIFT)
10
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 3/4"=1'-(Y'
11 SCALE: 3/4"=1'-0"
A III C N I T E C T i
6
Groin
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroupcom
AA 4: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENRER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813-888-2802
e
SUDDIV. & M774
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
HODZXA
2795-D
GARAGE 81rWO:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
IICNITICT•
6
Group
41 N. RONALD REAGAN SLY
LONGWOOD, FL 32750
PH: 407-7745078
FAX: 407-774-4078
www.abdnigngroup c
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 6138B6-2628
FAX: 813.986 2902
aunDIv. ae LOT
SILVERADO
LOT #13
BLK #10
PROdECT#
03719.000-13101
MODEL:
2795-D
GARAGE ar/ING:
RIGHT
PAGE:
DOWEL
PLAN
150 H E . B
PRINT B/03/20
DATE:
SCALE: 1/4"=1'—O"
SHEET
S1.2
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10° HOOK
GROUTED 80ND BEAM
VARIES PER ELE
Z
Q
0 CLEAN OUT REOUIREO
FOR INSPECTION
m
TIETVERTICAL REBAR
-` TO HORIZONTAL
- REBAR W/ 10" HOOK
_,'yI�`.- BAR SIZE 48 BAR DIA.
Z W
° U #5 30"
#6 3B'
#7 42"
HORIZONTAL/VERTICAL
0-1
RENFORCING
SCALE: 314"=1'-0"
A
Z
iv
OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA
METHOD 4 24
HORIZONTAL/VERTICAL 15 30"
IRCNG RENFOI#6
2
SCALE: 3l4'=1'-0'
VARIES PER ELEV.
#5 BARS
■ m1
8"
E Fll
F 4111
EI c
CMU UNIT DIMENSIONS
m ARE NOMINAL SIZES
O MASONRY SYMBOLS
3 SCALE: 3/4"=1'4"
A R G N I T E G T s
A "wo
--PH: 407-774$078
FAX: 407-7744078
www.abdasigngmp.com
AA #: 0003325
DRAFnNG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134SM2628
FAX: 813886.2802
oulwiv. ae LCT.
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
moDula
2795—D
GARAGE STIMC:
RIGHT
PACE:
DETAILS
150 PH EXP. B
Jr&cma 8/03/20
DATE:
SCALE: 1/4"=1'-0"
SHEET
S1.2A
I
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1YY HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8)1 Od x 1 112" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 1 Od x 1 10 HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8836, .177" ' x 2 718" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM Y-0% FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
DESCRIPTION
REMARK
Q
(2) 2X12
(2) 2X8
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / TAS = TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
fc
(psi)
SIZE
W H'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB!
MASONRY
3000
8x8
(1)#5
N/A
GROUTED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8• PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
& PRESTRESSED
U-LINTELS
GN28
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
41mF�M08
SAFPL
OAD
GIm91�`N98
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
eFom
��
��
s72oae
��
�®
"'�
TYPE
LENGTH
OW
SFB
RGIU
TYPE
LENGTH
wtt
w2f
w,stt
wum
oF1s•tt
wMm
wart
wwm
eca44r
waw
wa6tt
ymn
eFa2tt
ram
Rw
wu
eP,sN
oT,e-M
wtwe
w41ao
wLLN
w3:-u
Sfi (41) PRECAST
223/
am
one
51m
ew7
mm
mw
I0101
Ss ('r) PRECAST
1025
1024
1598
S4' (42") PRECAST
1m
2m
301
4aw
ma
Mai
7001
mw
Nob
MM
Tea
om4
MM
INN
/m
2m
am
Nm
bm
Mai
7m
N-W (NS') PRECAST
,BBB
25M
2m
300
4m
ON
70N
81m
4'4T (!a') PRECAST
7B6
7B3
1909
4'd (d87 PREi'/18f
tm
2m
7000
2M0
46n
am
wo
mm
Noe
MM
Ten
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70w4
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tm
tam
201D
eMs
46n
bass
eon
4?-r (5{� PRECAST
150
1m
2110
2W
nw
4m
6100
up
4s (54-) PRECAST
502
N7
1073
4W (54') PRECAST
tm7
2m
27m
saw
4043
mt
we
21w
San
Mu
lea
Oan
Mwt
7
tam
1010
279
sin
40N
m,
am
84' (6/') PRECAST
,217
18N
,4m
tm
gem
21w
8m
42N
S4' (M') PRECAST
411
!11
745
S4' (56') PRECAST
10m
,
2aO
tm
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w
4m
,ow
3010
em
70A
MN
17N
22n
2m
aa18
31"
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9.10' (70') PRECAST
tOSt
two
11n
1931
2m
26N
am
300
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310
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MS
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ON
,
ww
3107
mm
Nag
14H
am
4m
no
7wt
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31m
1 aw0
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900
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2177
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aw1
mm
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wM
Ss (7B� PRECAST
507
rn
490
Ss (78') PRECAST
m
am
a2M
m
12m
M77
Mm
sm
m0
m
1Nr
1m
2m
27m
mM
a,2
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7d3
1Mi
an
2m
22M
26N
M01
8m
(9O•) PRECAST
!2!
634
963
Td PRECAST
79
1
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17m
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554
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tm
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m2
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230
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7m
11
,
210
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im
tm
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wm
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1041' ,
476
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2m
27r/
21m
2m
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281
dot
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110
14M
2011
an
tam
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11'4' (135� PRECAST
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lam
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31n
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250
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421
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sow
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21m
12'4f (iM� PRECAST
397
m
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12m
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124i' (t!4') PRECAST
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197
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470
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,
tm
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12"
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7m
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tm
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321
110
184• (180') PRECAST
4N
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7m
tm
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1m
2210
2m
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11m
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424
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200
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203
100
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24
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724
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12m
442
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(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
-ALL VALUES TA1034 FROM •SAFE LOAD TABLES' By CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
-ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIN IANM!• OF BEARING PAST EACH BIDE OF WIDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE M 1"126.03
--------------------------------------------------------------'1'—
► BF76-1-7=18 8F16-1T/OM/OB 8F16-1T/OM/1B
8F16-1T/OM/1B
10'-W
1
1
1
1
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1
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LIFT BEAM PLAN
SCALE: 1/4" = I -(r
I! C N I T! C T S
6
Gro
up.
41 N. RONALD REAGAN S"
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: OW3325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336M
PH: 813888-2628
FAX:813S862802
QIIIIIIIIII
0
SLIHDIV. Ae LOT:
SILVERADO
LOT #13
BLK #10
PROJWTN►1
03719.000-13101
MODEL
2795-D
GARAGE 8111IiliG:
RIGHT
PAGE:
LIFT BEAM
PLAN
AND NOTES
150 MPH EXP. B
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10' HOOK
NOTES TO THE INSPECTOR/CONTRACTOR TYR8xe"
i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM +
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
�OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
/ TOP OF THE LINTEL. �" g
/ A rjNXX- 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S" DEEP. *--
p05. ; Sxl6 DBL. BOND T OF
BEAM WI(1)#S BAR BOND BEAM
��0� 0 EACH COURSE
•
O 8x8 BOND BEAM TOP OF
30" TYPICAL
• F.�Va W!(1)#S BAR BOND BEAM
�•
F F = FILLED W/ GROUT
-��O U = UNFILLED GROUT SOLID FROM TOP
CVO NOMINAL LINTEL TO TOP OF BOND OF OPENING
#5 BAR IN BOND BEAM
# OF #5'S, IN 2NO BOND
WIDTH BEAM, IF FILLED LINTEL
BEAM COURSE
SEE NOTE 5
�j/%/�
16-1T/11V1/ �W!(S#508ARR(L2)E
LINTEL
NAL
LENGTH OF BAR = WIDTH OF MASONRY
CORNER
HE GNOMIHT # OF #5'S, TOP
8" BOND BEAM COURSE OPENING-2" n BEAM DESIGNATION
IT IS THIS ENGINEER'S INTENT OR
REINFORCING OF BOND BEAM
1 SCALE: 314"=1'-0"
G
THAT XFXX-1TnM OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRECAST CONCRETE SCALE: 3l4"=i'-0'
AND XFXX-1T~B tN CATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WlO STEEL (Lt) REFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
AND XUXX -1T/1 MJOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP
LINTEL OF OPENING
AND XUXX-1T/OMl0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
SINGLE BOND BEAM
AT HIGHER ELEVATION
2x4 (MIN 2 X 3)13l16
TAPCON OR DRIVE PIN (MIN
SIZE 145 MIN
WINDOW
SIZEN300 MIN EMBEDMK ENT 1
SINGLE BOND BEAM
1/418" FROM EACH END AND
AT LOWER ELEVATION
IS, O.C. MAX. MIN 1-1/4"
EMBEDMENT
#5 BAR BENT
AS SHOWN
3
2x6 (MIN 2 X 3) 2-3116 TAPCON
PRECAST IW
"
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE .300
SILL
MIN EMBEDMENT 1 1/4-) 8"
SLOPE
FROM EACH END AND 18"
7
O.C. MAX. MIN 1-114"
D+ 'L10
EMBEDMENT
4
2x8 (MIN 2 X 3) 2J/16
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AST ALLOW BENT
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
BAR TO BE PLACED IN
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
UPPER AND LOWER #5 MIN. REQUIRED IN
BOND BEAM EACH CELL HOOKED IN
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT MIN. 2-12d PER BLK. EA. END
TOP BOND BEAM W/
7/16" OSB SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
CORNER BARS
3 AT CORNER STEP
SCALE: 3/4"=1'-0"
SILL CONSTRUCTION
4 SCALE:1 tY1"=1'-0"
�� ARCHWAY FRAMING DETAIL
SCALE: 3l4"=1'0
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT,
REINF. BAR CONTINUES
THROUGH LINTEL.
I I
SINGLE#5 CORNER
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BONG. BEAM
ER
OR DOUBLE REINF. BAR(S),
RE THAT PIER GROUTS BENEATH
PROVIDE #5 BAR
AT EACH SIDE
STEEL REINF. OF OF ELEVATION
BOND. BEAM CHANGE
�XENSU
LINTEL.
CHANGE IN
ELEVATION OF BOND BEAM
7 SCALE: 314"=1'-0"
SINGLE LINTEL, MULTIPLE OPENINGS
v SCALE: 3/4"=1'-0"
A R C N I T E C T i
Groin
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407.774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
6439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134Ur-2628
FAX: 813S86.2802
SVHDm de Lotil
SILVERADO
LOT #13
BLK #10
PROJECT/
03719.000-13101
MODEL"
2795—D
GARAGE 81111MG:
RIGHT
PAGE:
DETAILS
150 MPH MR. B
FRAMING NOTES:
^ ^ ^ ^ ^ ^ ^
0 'w w 'w 'w 'w 'w 'w 'w 'w 'w
^
w' 'w 'w w' w' 'w w U
'U `
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
0 O w' w
0
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2"HDG NAILS.
CONCRETE TO WOOD FLOOR:
C.11
--•--'a'-v--r--v---r---r---n--
n
CJl
SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 N 10d x 1 12" HDG NAILS, FILL ALL HOLES.-
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
CJ3
s
n • n n N n n
N n n a n
n n n x n n p
CJ3T
SCHEDULE.
^
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
CJ5
6 a z • ■ • •
CJ5T
MANUFACTURERS SPECIFICATIONS.
mlC
I
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
1A
AH7
I
I
to
ARE TO BE GALVANIZED.
I
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
I
l
I
CONNECTERS ARE TO BE GALVANIZED.
e
s
s s:s = sssse s s� s
z s:s� z : z� z e : e e�
AH9
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
AH11
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
yA
I i J
CLEAR SPAN OPENINGS.
- - - - - - - - - -
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4').
�" O.C. TOE LID �(f
_ _ _ _ _ _-
�8�r.�=1�'= -_:��--;:--
� I �
_ e �e�9a'✓�'=_;sa
-
AH13
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
TfNASESW/(URE COMMON
XISES l d COO
I
.j,Q
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
NALS 89EClAiE TO BY. WI
� ss� z ssse s s= s :: a� a :�k zz� _ � _ _ :: z sz� e
_
_ � s s�
s : � s s� s
AH15
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
SWSON LTA2 USED TO BRACE
I I
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
TOP OF WALL
APPROVAL.
AH17
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
I
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
��
AH19
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
:s:=—=:=—e
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
I
UNLESS OTHERWISE SHOWN DIFFERENT.
- sl es ....e
z
AH21
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
I
RATIONAL ANALYSIS.
i
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS
U
AH23
NOTED OTHERWISE.
I ATTIC I
-
A
I I
I
A
TRUSS MANUFACTURER/ ENGINEER NOTES:
.=.=.e .
_e_e.=.
Al
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
I
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
- - - - - - - - -
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
Al
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
I I
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
I I sews
s
s sxs z
z ss� s sssz: . a . z . s
Al
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
I I
oul
_
=
A2
L-----------i
I
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®_�
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I
PREFABRICATED
F
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._._.71 MAX
A4
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AH21A
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AH
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ACCESS
e =�x�=
seals: ee�e
I I
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s�es�:�e�zsss=e:ems= -
AH15D
es:z—
e—a—z—e—e:s_z:=z
AH13D
a:s—e
AH11D
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0
- eeeae:e =
AH9D
-- -
ewe:es=
------s—zs:=—zee
Di
F
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sus:s
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s
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s:s�s�_�_�=®sue=
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yp B
DGE
Cjl
•
------
---
-----
CGE
FRAMING PLAN
_0
_--_p
SCALE: 1/4" = V-0"
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
wrrW.abdesi8ngrogxc
AA 8: 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862628
FAX 813896-2802
HUBDIV. Qe LOT""
SILVERADO
LOT #13
BLK #10
PROJECT/►
03719.000-13101
MODEL
2795—D
GARAGE 81IING:
RIGHT
PAGE:
FRAMING
PLAN
150 H EXP. B
R
8/03/201/4"=1'-O"3
A{1) SIMPSON HETA16 TRUSS ANCHOR WITH
(9)10d x 1 } NAILS TO TRUSS
B{2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12)16d x 1 }" NAILS TO TRUSS
OBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 }" NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12)16d x 3 ? NAILS TO GIRDER
1x2, 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
GALV. COMMON NAILS.
1x2 SECURED W/ 10d
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 47,
6", 8" x 4'd7' MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT = U:1810 LSS, L:T70 LBS (1 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
8 1ATYPICAL TRUSS/
BD
1" 1L 1" GIRDER CONNECTOR(S)
E:34"=1' '
3/4" T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
5B" GYPSUM BOARD OR 1/2" HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE w/ (2)
16d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD TRU
@ 24" O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR NTH
(9)1 Od x 1 } NAILS TO
GIRDER. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING, SEE
"ROOFNVALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8" x 4'-0" MAY BE ADDED
W/ 1 Od NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
�A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS
}" x 2 }" TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) }" x 5" TITEN HO TO CMU AND (18) BOB }" x
1x2, 2x WOOD FASCIA
3"TO GIRDER
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS.
(2) } x 5-TITEN HD TO CMU AND (18) BIDS k x 3"
1X2 SECURED W/ 10d MASONRY BOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM SEE SCHEDULE
ENSURE THAT CELLS ARE GROUTED
17' O/C
SOLID, 8" EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
TYPICAL ROOF
2A 26 2C GIRDER CONNECTOR(S) S �`-
LSTA1220GAUGE
W/ 10dx1/2 HOG NAILS
@ EACH END. TOTAL OF 10
FLOOR
GIRDER
M4 W/ 5/8" A.B. WITH
AIN. T EMBEDMENT
TO SLAB & (18)16d x
2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST.,
WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY
PLANS FOR SPACING. SINGLE ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING a.
1/2" GYP. WL. BD.
��FLOOR TRUSS CONNECTION @ L.B.W.
`* SCALE:3/4"=1'0" (NO UPLIFT)
OUTER 113 OF
SPAN ONLY
PLATE
DEPTH IWO
—HOLE EDGE >5/6'
—HOLE DIAMETER
< 2/5"D SGL. STUD
P.—HOLE EDGE >5/8"
01
HOLE DIAMETER
< 3/5"0 DBL. STUD
STUD NOTCHING
AND BORING LIMITS
o SCALE:, 1/2•=r-D'
GIRDER/WOOD POST CONNECTIONS
5 SCALE: 3/4'=1'-0"
A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS.
B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN.
EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS.
C - SIMPSON HGUS2&2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITENBOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
D - SIMPSON FIGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND 02)16d GALV. COMMON NAILS.
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 314"=1'-0"
6'-G" MAX (W/1X4)
OR 101-0" MAX (W/2X4)
# 1100 UPLIFT SIMPSON —
HTSM20 W/1010d TO
TRUSS AND (4)1/4" x 2 114"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# IWO UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/1010d TO
TRUSS AND (4)1/4" x 2 114"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
3 SCALE: 3/4'=1'-0'
DIAGONAL
.CHORD
CING, SEE
4 FOR LOCATION
NOT BE
UIRED
CHORD OF
1D ROOF TRUSSES
IX4 BTM. CHORD BRACING 6-0" O/C ENO WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
-0" 10' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM" CHORD BRACING
6 SCALE: 3/4"=1'-0"
5'EDGE
CENTRAL
SPACING
SPACING
SEE
TM
SEEUL
CHEDUL
SCHEDE PLAN
EEF MING
SEE SCHEDULE FOR BOLT SIZE
SEE LEDGER SCHEDULE 0
5 112" MIN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
PLACED INTO GROUTED CELLS, 8" ALL AROUND
BOLT.
- Z
2. END OF FRONT AND REAR LEDGER SHOULD
cO g
LAP A MIN OF 4'-W.
3. ALL BOLTS TO HAVE WASHERS
2:
4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
CLOSER THAN 6' OA:.
5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114"
(2) _ PT
DIA. x 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
8®GESPACM
CBIIRAL&WING
A
DOUBLE 2x8
1 /2"
8" O/C
16" O/C
B
DOUBLE 2x8
3/4"
8" O/C
24" O/C
C
DOUBLE 2x10
1/2"
8" O/C
16' O/C
D
DOUBLE 2X10
3/4"
8" O/C
24" OIC
E
DOUBLE 2X10
3/4"
6" O/C
16" O/C
F
DOUBLE 2X12
314"
6" O/C
1 12" O/C
10 WOOD LEDGER DETAIL
SCALE: 3/4"=V-0"
(2) 2X4 No.2 SYP DIAG. —
BRACE W/ (3)12d @ EA.
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
V-0" TO 39-0" (1) "X" BRACE
30'-1" TO 60'-0 (3) "X" BRACE
(1)'W BRACE Q CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA, -
SEE ARCHITECTURAL
PRE-ENG GABLE TRUSS—�
STIFFBACK (AS PER
TRUSS ENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2x4 BLOCKING BETWEEN
TRUSSES WHERE
X-13RACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
SEAMS)
SECURE 2x8 PT. PLATE
TO BLK W/ 1/2"DIA.
ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2x8
P.T. PLATE W112d's 8"
O.C. MAX
CONT. 2X4 SECURED W/
(2) 1 Od'
s @ EACH TRUSS
TO BE INSTALLED @
10'-0" O.C. MAX.
BLOCK WALL W/ GABLE END
PRE-ENGD TRUSS SCALE:3/4"=1'-0"
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES,
11 ALTERNATE MATERIALS
SCALE: 3/4"=1'-W
1 I C N I T I C T i
Groin
41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesi)oup.eom
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862628
FAX: 813856-2802
stmDrv. Ae LOT
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
MODEIt
2795- D
GARAGE STFMC;:
RIGHT
PAGE:
DETAILS
150 H EXP. B
FLOOR DECK
2x6 PT TERMINATION
2x4 STRONGBACK SECURED TO JBLOCKING SECURED TO WALL
EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" • x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
SCALE: 3/4"=T-0"
SIMPSON H6 W/
(8)8d COMMON NAILS 2x STUDS
SIMPSON H6 W/ (8) Sd EACH END
COMMON NAILS, EACH
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
SIMPSON SPH4/SPH6 BTM.
FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1
GIRDER TRUSS 1/2"HDGNAILS
WALL / FLOOR FRAMING,
2 TRUSS PARALLEL TO WALL
SCALE: 3/4"=1'-0"
WEEN
DRUSSESS WBL PT 2x6 B/ i CICNG BE D.C.1ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL
REINF PER PLAN
PER E NATION
LL
O z
3UV
PER ELEVATION m
iX2 FIRE -STOP
, „"
�i-
MI
#8 WOOD SCREWS
x 2" LONG Q 3" O.C.;
STAGGERED OFF
CENTERLINE OFF 2x6; NI
3/4" AS SHOWN
SIMPSON A23
EA. TRUSS /4"
NALIq PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
BL 2XLEDGER FRAMING PLAN)
_
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
3 ON EXTERIOR WALL
SCALE: 3/4"=V-0"
#8 WOOD SCREWS x 2"
LONG T'O.C.;
STAGGERED 4N
AS SHOWN Nj
DBL 2X8 LEDGER 11y1M11
TO CMU W/+2' EXP. BOLT
8"CMU WALL AT 16" O.C. AND 8" FROM MI
REINF PER PLAN END W/ MIN 5-1/2"EMBED.
FLOOR DECK
PER ELEVATION 64I'I a'4
LL ;
O i NASJNG PATTERN
3UU
¢ �w
PER LEVATION JhN
- PRE-ENGINEERED WOOD
2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE
NAILER WI FRAMING PLAN )
MASONRY NAILS
@ 12 " O.C.
IX2 FIRE -STOP
SECTION DETAIL
AT TRUSSES PARALLEL
4 TO EXTERIOR WALL
SCALE: 3/4"=+'-0"
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 24 BLK'NG BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES W/ 10d @ 3" O.C. 1ST PLY
FLOOR DECK
2x4 CONT. W/ (4)16d NAILS
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 10d ® 3" O.C.
#8 WOOD SCREWS
NOTE:
® TOP OF FLR TRUSS
" O.C. (AT SHEATHING SEAMS)
BRACE W/ (3)12d @ EA.AERIG
STAGGERED UPPER PLY INTO 2x6
x 2" LONG @ 3" O.C.;
2x4 BLOCKING 0 EA. BRACE.
TOENAIL INTO TRUSS W/ (4)16d
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS BT.
TRUSS (DIAG. BRACE TO
BELOW
STAGGERED OFF
NAILS Qa EA, END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
COVER 5 TRUSSES)
CENTERLINE OFF 2x6;
3/4" AS SHOWN
2x4 BRACE @ 48' O.C. w/ (5)12d
1,4" MIN. FROM 2ND. FLR.
FLOOR DECK
0'-0" TO 30'-0' (+) "X" BRACE
DBL 2X8 LEDGER
NAILS @ EA. ENO
LINE
2x6 CONT. W/ (8) +6d NAILS
@ BT. OF FLOOR TRUSS
30'-1" TO W-0 (3) "X" BRACE
PRES
"X"
8" CMU WALL
TO CMU W/ 1/2" EXP. BOLT MI
Sd RING SHANK NAILS @ 4" O.C. MAX
INTO BLOCKING
(BT. 2X6 IS FOR WALL
(1) BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY2x SUBAAND
STI
REINF PER PLAN
AT +6" O.C. AND 8" FROM
SHEATHING NAILER)
FROM CENTER TO END.
END W/ MIN 5-1Y2"EMBED.
16tl NAILS @ 8" O.C. MAX
1X2 FIRE -STOP
(AS
UP0" HIGHPER
ELEVATION
FLOOR DEC .
PERELEVATION PER ELEVATION
3F
PLYWOOD SHEATHING, SEE
Z
NAIL
NAILING PATTERN
"ROOF/WALL/FLOOR
N
SHEATHING
3OU
,W
FASTENER SCHEDULE"
PER ELEVATION -
PER ELEVATION PER ELEVATION
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
PRE-ENGINEERED WOOD
24
PRE-ENGINEERED WOOD
CONNECTION PER
2x4 P.T. CEILING
FLOOR TRUSSES (SEE
FLOOR TRUSSES (SEE
1x2, 2x WOOD FASCIA TRUSS MFG.
NAILER WI
FRAMING PLAN)
PRE-ENGINEERED WOOD
FRAMING PLAN)
SEE ARCHITECTURAL
MASONRY NAILS
12"C
FLOOR TRUSSES (SEE
SEE. SCHEDULE FOR SEE SCHEDULE FOR
SIMPSON HETA-16 @
2x SECURED W/ (3)16d ENGINEERED WOOD
GALV. COMMON NAILS. TRUSSES Q 24" O/C,
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM RED. BOND BEAM RED.
EVERY TRUSS (VERIFY
1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
1X2 FIRESTOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16@
W/ TRUSS PLAN)
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AND APPROVAL
12"O/C SECURED W/(2)12d's@
AT TRUSSES PARALLEL
(VERIFY W/TRUSS
SECTION DETAIL
MASONRY BOND BEAM EACH TRUSS
r;"�TO
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE GABLE END PRE-ENGD TRUSS
5
PRE-ENG FLOOR TRUSSES
7
6
SCALE:34'=1'-0"
W/ HIP RETURN
scALE:3/a"=r-a'
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO BAYS 4'-0" O.C. (AT
Q PRE-ENG'D
WOOD
SEE SCHED. BELOW
ROOF TRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP)
@ 24" O.C.
NOT SHOWN FOR CLARITY)
MAX
0
RE 10 Ak
)l ION I i
I
FOR STRAPPING
IF
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2x6 PT. PLATE TO BLK
W/ TRUSS PLAN
TRUSS TO TOP PLATE
5/8" GYPSUM BOARD OR 1/2" HIGH
W/ 1/2"DIA ANCHOR BOLT W/ 7'
_
A - SIMPSON MTS12
STRENGTH CLG. BOARD
4x4/4x6 SYP NO. 2
WASHER SET IN HIGH
U < 990 LBS W/ (14) 1Od
SECURE TRUSS TO TOP PLATE w/ (2)
WOOD POST TO
STRENGTH EPDXY 6" MIN,
GALV. NAILS.
16d TOENAILS
SLAB. SEE
EMBED. AT 32" OC MAX.
B - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2x8 P.T.
U < 1420 LBS W/ (14) 10d
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
GALV. NAILS EA. STRAP
2x4 OR 2x6 WOOD BEARING
CONNECTION
WALL W/ SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTM. PLATE TO BE PT.
LINTEL COURSE
PROVIDE DBL. TOP PLATE
• O•
PROVIDE BLOCKING
SIMPSON SPH40R SPH6 BTM
12" GYP. WL. BD.
"O "
AND TOP PLATE ANCHORS W/
10d x 1 12" COMMON NAILS
SECURE BT. PLATE TO SLAB W/
CONT. 2X4 SECURED W/(2)10Cs�EACH
FILL ALL HOLES, 00 NOT USE
1/7k9" WEDGE ANCHOR W/2"
WASHER SET IN HIGH STRENGTH
TRUSS/WOOD POST CONNECTIONS
TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.
,0dz3"
EPDXY 5-1/2'EMBED. MIN. 016"
10a 10b 10i".
OC MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL71RUSSTO
8
'-0' :
SCALE3 4"=1
" "
PM „,O,
A- SIMPSON MTS-12 U < 990 LBS W/ (14)1Od GALV. NAILS.
-• f
B - SIMPSON HTS-20 U < 1310 LBS W/ (20) iOd GALV. NAILS.
C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16)
1/4'k3"SDS, (1) 5M- A.T.R. TO HDU4 AND (10) 114" X 21/7' SOS TO POST
TRUSS CONNECTION @ L.B.W.
�_ �,
9b
POST TOSLA13CON CONNECTION
as
SCALE: 3/4"=l'-0°
A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT
SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT
C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. i'
EMBEDMENT TO SLAB & (26)16d x 2-12" NAILS TO POST.
A R C N I T E C T 8
6
Groin
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdealgtlgroup.eom
AA #: 0003325
DRAFTING By-
FOG
B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886.2628
FAX: 8134386-2.2
sUBDIV. de LOT.
SILVERADO
LOT #13
BLK #10
PROJECT#
03719.000-13101
MODEIa
2795—D
OARAGE STUNG:
RIGHT
PAGE:
DETAILS
150 RV H EXP. B
AUG
I'RT 8/03/20
Owls•
SCALE: 1/4"=1•-0"
sIIEET
s3.1B
w
q
--E- f—i8�
ROOF WIND DESIGN PRESSURES
NET(GROSS) ASCE 7-i
ZONE i = 8.97 PSF (19.97)
ZONE 2 =17.98 PSF (27.98)
ZONE 3 = 33.53 PSF (43.53)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE:'B'
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT R-0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"
O.S.B. OR IQ"COX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND 8d RING SHANK GUN NAILS
AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2x4
BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE
END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA.
SHANK
TENSILE STR.
SHANK
8d
RING SHANK,
2 112"
0.120'
170,000
ING
SCREW SHANK
16-2I RINGS
ER INCH)
8d
SCREW SHANK
2 10
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION ([SANTA) ESR-1539
EXTERIOR SHEATHING
USE 1/2" COX OR 7/16" O.S.B. PLY WITH Bd RING
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND Sd RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUR SPECS.) SEE DETAIL.
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES
z '
o
Z
w
�
� LL
Y Z
U
00
J
#1 O .
O ,
z
z H
z Z
2
Z 3
z W
=K
zGo
G
i
zcn
z0
tD w
z
2
U
rn O
z
Go
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTERORTRUSS
ROOF S4IFATHINC.
--__�' 1'
B
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
C8d RING SHANK GUN NAILS
6" O.C. IN FIELD
8d RING SHANK GUN NAILS @ 12" O.G. IN
FIELD or 8d x 2 1/2" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12" 0.6.jN
FIELD J\
I YP. 3/4- T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED N CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUMAGGREGATE SIZE SHALLBE 3 r
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
WOOD:
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE A%NR BUMMED CONCRETE OPOSED TO EARTH OR WEATHER
NONEEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCRR 2017, 691 EDITION
ALL USED EDGES OF CONCRETE ARE TO SE CWUFER®3�4'.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
ACI 318-14, BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 11DO PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, AC1530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE SUL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE I#DERALL SUABSON'r>ROlWV04EFEINDICATED ON
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGS' SEAMS LAPPED 61N:HESAND SEALEDWITH Pp#SIVETAPE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORM -WORK:
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALLBE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT.
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
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.
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf
20 psf TOP CHORD -non o urent
10 psf BTM CHORD -no c nent
DEAD LOAD DEAD LOAD
15 psf TOP CHORD 20 pef TOP CHORD
(7 psfw/ ASPHALT SHINGLES) (10PSf dNDGYPCRETE)
10 pef STM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: IOPBf
BALCONY LIVE LOAD 60 PST
STAIRS LIVE LOAD 40 PET
WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST
(ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IO
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20W,, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpBf, PASSENGER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS:
40psf
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. TREAT ALL
SOIL FOR TERMITE PROTECTION.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,SOO PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -GRADE
3,000 PSI FIEGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SWILL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4- PRIOR TO THE ADDITION OF PLASTIC12ER
CONCRETE SHALL COMPLY WITH ALL THE REWIREME NTSOF ACI 301 AND ASTM C94OR MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE TICKETS SWILL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MLAOMIUM TIME ALLOWED FROM WHEN WATER B
ADDED TO THE NIX UNTIL IT B DEPOSITED N ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHAM NOT BE PLACED, IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMIPLIANCE WITH THE ABOVE.
HEOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLONS:
A 3- FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS):
B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER
1-112' FOR A6 AND SMALLER
2' FOR #6AND LARGER
C. FOR CONCRETE NOT D(POSED TO WEATHER
3/r FOR SLABS, WALLS AND JOISTS
1-1lC FOR BEAM ME COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED
WELDED WIRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
WOOD TRUSSES:
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2- CHAIRS SPACED 3'-O' OC, EACH WAY,
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
REINFORCING STEEL
REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
GRADE 60 IN MASONRY DEFORMED BARS. FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/THE TYPICAL BETIDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS,
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPVWTCA BCS11"
AND VERTICAL BARS SHALL LAP 6 k BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
REVIEW.
WOOD TRUSSES.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36'
#5 BAR - 30" #7 BAR - 42"
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RERAR, SEE DETAILS
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS.
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
WALL.
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
MASONRY-
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
'SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES). AS
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE hn = 1500 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN RASED ON ASCE 7-10 COMPONENT
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS CONNECTIONS.
ASTM C476. AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MO SHALL RAVE A MAXIMUM 318"
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED LINDER ASTM G-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE V8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH INSTITUTEEDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B,
Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S. Fy = 35 W. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A3D7 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
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REQUIREMENTS
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NOTES ITAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2 FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PATSHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
a p M I T\ 44 T a
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-7744078
www.abdesiSWoup.com
L AA7F.0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA FLORIDA 33634
PH: 813-886.2628
FAX: SIS48S -2802
1SUBDIV & LOT
SILVERADO
LOT #13
BLK. #10
PROJECT#
03719.000-13101
MODEL.
2795—D
GARAGE OWING:
RIGHT
PAGE:
DETAILS
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PRI1� : 8/03/20
DATE:
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