HomeMy WebLinkAbout6575 Cobble Bliss StIN
1w
"23618-DESTIN"
FOR:
Iff'H PRE,
D
B R HOR11ON
-V OF
12602 TEL-EC�C>M
[DRIVE, TAMPA, F=L- 33637
T4&1: (813) 740-9720
Fax: (813) 740-9715
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
pwFOA Buu=G cODz, F=zmlm,
ABV, A13OVE LAY, LAVATORY
DATE
DESCRIPTION
DR HORTON HOMES
7M EDMON (2020)
-ALL LOCAL AND STATE CODES
- RESIDENTIAL, GROUP R3
A,C AIR CONDITIONING , LUM,
A J. ADJUSTABLE MC.
ALT. ALTERNATE MIR
A AMPERAGE MIN
BR BOARD M.T.
LLq4INOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
06/24/19
ADDED 150—C ENGINEERING
ARCHITECTURAL SHEET # DESCRIPTION
07/29/19
ADDED STONE CAP NOTE TO ELEVATIONS
PG CS —COVER SHEET
PG GN—GENERAL NOTES
10/14/19
UPDATED LED LIGHTS PER D.R.HORTON
12602 TELECOM DR1VE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
:OCCUPANCY
CONSTRUCTION TYPE - VB
-ifIN. INTERIOR FINISH - CLASS B
BASIC WIND SPEED - Vult=150 MPH
Vasd=116 MPH
-EXPOSURE - B
:I -STORY RESIDENCE -
2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
CL CEFrfER LINE MTD�
C CABINET MT11.
CLG. C 0 NT.S
CLR_ C EAR O.C,
C C CONCRETE PL
C CARPET PB
PT
C I CERAMIC THE ITIL
6. DRYER PLT.
DBL DOUB E PLYWD.
DG DUAL. GLAZED PR�
DIA. DIAMETER PT
MOUNTED
METAL
NOTTOS,
ON C��
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
PG AI —FLOOR PLAN
PG A213—ELEVATION "B" FRONT & REAR (5/12 PITCH)
PG ASB—ELEVATION V RIGHT & LEFT (5/12 PITCH)
PG El —ELECTRICAL PUN
PG PI —PLUMBING PLAN
PG MI —MECHANICAL PLAN
PG D1 —DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL LISTING
L2/04/19
ADDED SEPARATE ELECTRICAL DETAILS PER D.R. HORTON
01/27/20
ADDED SIMPSON CONNECTORS LLO. USP
08/04/201
UPDATED MASM BATH, BEDROOM 04 & BATH #3
07/14/20
CHANGED ROOM NAMES PER D.R. HORTON
12/01/20
MADE REDUNE CHANGES FROM ENG. rOR 2020 CODE CHANGE
12/01/20
WAITING ON ENGINEER APPROVAL FOR DETAIL UPDATES
DIM DIMENSION R.
DISR DISPOSAL RAD
DR DEEP R.A.
DR, DOOR RFF
S. DOWNS OUT RM.
DTL DETAIL R.O.
DW� DISHWASHER S C.
FA. SD
EACH
RISER
RADIUS
RETURN AIR GRIL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
PG WAI —WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WAL.L ASSEMBLY DETAILS
PG WA4—WAM ASSEMBLY D13TAILS
PG WA5—WAM ASSEMBLY DETAILS
PG WAO—WALL ASSEMBLY DETAILS
OL/19/21
REPATHED ALL XREFS FOR 2020 FBC CODE CHANGE
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
SQ.FT. CALCS
I
ROLAND A. ABOUCHACRA
ELE ELEVATION S H,
EQ. EQUAL SET
SINGLE HUNG
SHEET
AR No. 93723
EXH EXHAUST SHTFIG
EXT EXTERIOR SHWR.
FO/FX I= GLASS SIM.
SHEATHING
SHOWER
SINGIAR
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
L[ViWa 2312 $0. FT.
GARAGE (ELEV. 5) 531 Sa FT.
ENTRY DO ba FT.
COVERED LANAI 201 $a FT*
F G. FUEL GAS SL
F . FINISH SL. 011.
FLR_ FLOOR SID.
FLUOR. FLUORESCENT Sws
FR. DR. FRENCH DOOR
FIG. FOOTING TEM11
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
1EMPERED GLASS
Tel: (407) 774-6078
TOTAL 3160 Sa FT,
GA, GAUGE TFIK.
GAR DISP. GARBAGE DISPOSAL TOE.
TIRCK
TOP OF CURB
Fax: (407) 774-4078
OF 1, GROUND -FAULT CIRCUIT TOP.
INTERRUPTER LOS.
G . GLASS TYP
I PCFPLATE
TOP OF SLAB
TYPICAL
STRUCTURAL SHEET # DESCRIPTION
PG Sl—FOUNDATION PLAN
PG SIAA—DETAILS
PG SI.2—DOWEL PLAN
PG SI.2A—D4TAMS
GYP BD. GYPSUMBOARD U N.C. UNLESS NOTED
HLB HOSE BIB OTHERWISE
Hc. HOLLOW CORE VP. VAPOR PROOF
HDR, HEADER W, WASHER
HGT. OR [IT HEIGHT W/ WITH
rNSUL INSULATION WD, WOOD
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
MT. INTERIOR WDW
W/H
WI.
WINDOW
WATERHEATER
WROUGHT IRON
PG S2—LIFT BEAM PLAN
PG S2.IA—DETAILS
PG S3—FRAMING PLAN
PG S3.IA—DETAEL.S
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
PG S3.IB—DETAILS
PG S3.IC—ENTRY DETAILS SEP
PG SNI—DETAILS
PG SD1—SOFFrr DETAILS
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.
AS DESIGN GROUP WHI RESPOND TO ALL WRITTEN
RFI . 9 IN WRrrrEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON TH]9'DRAWING SET.
A R C N IT E C TO
6
ason.
IX LLG
G LLG.
"I N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdeslgngroupxom
AA#:0003325
DRAFTING BY:
A.B. DESIGN GROUP
[ DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SI=6-2628
I
F 8 �S.
AX: 2802
SU133DIV. S. LIOTN
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
MOIDE1.
,2368-DESTIN
GARAGE SWINC:
LEFT
PAGE:
COVER
SHEET
%,.150 MPH EXP B
A".V
20`211
A A
NO
F'PR
,,,,W 08/17
8CALJC: 1/4"=I'-O"
8HEET
c s
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 7TH EDITION (2020) 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 WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R30121.2.
3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUME14TS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
SrTE 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.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN% THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8� LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM DI 557-2012 El. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
5. THE ARCHITECT/ENGINEER 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.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
GARAGES AND CMPOKM
1. GARAGE DOOR
A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R30251: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES 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 R302,52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 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 R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT,
8. EXCAVATIONS TOBEAMINIMUMOF T- 0" 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."
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCT$ ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. 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 & 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 ROOFMALUFLOOR 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_
PLUMBING
I . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3 ' CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH W 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 FBCR SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
TABLE R301 .2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Yo"THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR VORE 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-C926-18b, ASTM-C1063-19a & ASTM-C1787.
3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 - l9a AND R703.7.
FIRE RESISTANT CONSTRUCTION
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 CEIUNG6
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 SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S /CONTRACTORS 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
I , 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) 7th EDITION, (2020) R 704.2
SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
CONTROL DATE: 12/10/20 (RM)
A R 0 111 1 T I C T ll�
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441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdesigngroupxom
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: 813-886-2802 A
F-SUBDIV. Se m7mN
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
MOIDElz
2368-DESTIN
GARAGE SWING:
LEFT
PAGE:
GENERAL
NOTES
%,150 MPH EXP. Bi
SEP,
00,111IF-P
PRINT -1
DATE: 08/7/21
SCALM: 1/4"=l'-O"
SHEET
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20'-4'
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13'-4'
45'
FLOOR PLAN
WALE: 1/4' . I'-V'
FLOOR PLAN NOTES
- ALL DIMENSIONS ARE FROM FACE Or I V MILOCK WALL
(OR EPW OF FLOOR SLAS,) TO FACE OF WALL STUD UNO.
ALL INTERIOR WALLS APE S)P UN.O.
ORYER VENTED THROW114 ROM (VTfV, NOT SCREENED.
AJR COPIPMOGOR SET ON 44'X44' POURED CONU. PAD.
PAD IBEGINS 6' FROM EOGe OF STRUCTURE.
- SEE "IT ON FOR GENERAL AND STANDARD 5UILDW.
NOTE&
- ALL HADITAISLE III TO 14AVE AMC FAULT CIRCUIT
INTERRUPTER
- ALL FULL HEIGHT ISLOCK WALLS BETWEEN FILLED CELLS
WITWOJT OPENINGIS ARE SWEAR WALL&
9
Z5 rT . UALU . b
LIVING
2312 BIa FT.
GARA� (ELEV. 5)
531 SQ. FT.
ENTRY
T
50 SQ. FT.
I
COVERED LANAI
201 SQ. FT.
TOTAL
=j=
3160 SQ. PT._j
NOTE:
-2-8 LOUV. DOOR Wt AIR HANDLER ON METAL STAND OR 2-8 SOLID
EXTERIOR MASONRY
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE.
WALL BIRS. I -EIGHTS
- VERIFY CONDENSER PAO LOCATION WITH SITE PLAN.
-OTHER OPENINGS IBETWEEN T14E GARAGE AND RESIDENCE SHALL
r7777=
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THIC104ESS, SOLID OR HCNEYCOM5-CORE STEEL DOORS NOT
S'-4' EIR3.
LESS THAN 1 3/8' (35 MM) TWICK, OR 20-MINUTE FIRE -RATED DOORS.
SHIM AND SECURE
RADIUS COWERS, SEE
COUNTER TOP
VARIES MATERIAL TO
PLAN
CAMINETS.
5RACKET 4
INSTALLER $HALL
BLOCKING
J INSTALL FLAT
ELECTRICAL IBOX
j BAR RE INFORCING
AT ENDS OF: PARTITION
AtRIE- KITCHEN 4. 5RACKETS AS
BASE
WALL
ECESSARY.
VXWX35-1/4'
CA51NET
T
LOW WALL
2'X6' STUDS
0 16, or_
W1 1/2'
ORYUJAL.L.
B �AARRTr DETAIL
mw =0 mmm FM 3 SEDOND
om
asm
Ilam
m
=11111"HWIDMI111)
mm
POINAM
MIN. WINDOW
3
5
243/-32-%
CRITERIA
EXTERIOR SUUIW3;
213
5
23.1/-30.1
Olt MIN. CRITERIA
510D. MIN '
12
5
21.2/-263
CRITERIA
1
19,010 OAD.
112
5
203/-24.13
wim own
56
5
21*/-21.1
BASIC WIND SPEED MPH = 150 (Vult)
INTERNAL PRESSURE COEFFICIENT = ± 0.18 BLDG.
CAT.=11, EXP.=B, MEAN ROOF HT. = 14'-6"
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COMDA15009 I
---I
A R C N I T E C T 6
6
G r am i n
osO Ec..
3
$41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigigroup.com
AA #: 0003325
F' DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
L FAX :8134386-2802 A
al -I
0
SUSDIV. de LOTil
SILVERADO
LOT #4
BLK #10
03719.00 -04101
MODZT-
2368-DESTIN
GAItAGE OWING:
LEFT
PAGE:
FLOOR
PLAN
V150 MPH W.
n p
,D2W 08/17/21
SCAILE: 1/4"=I'-O"
SHEET
Al
o
AREA OF ATTIC
3157 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
1/ 300
REQUIRED VENTILATION AREA
3157 /300
10.52
VENTILATION AREA X 5Q. INCHES PER FT. (144)
1515.36 SQ. IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC
.5 X 1515.36
757.68 SQ. IN.
OFF RIDGE V ENTILATION AREA
115 SQ. IN . PER V ENT
757.68 /115
TOTAL ft OF V ENTS REQUIRED
6.58852
TOTAL It OF V ENTS PROVIDED
7
SQ. IN PER
SOFFIT VENTILATION AREA
11.736 LIN EAL FOOT
7S7.68 /11.736
TOTAL LINEAL FT OF SOFFIT VENTING REQUIRED
64.5603 LIN EAL FT OF
*AREA OF ATTIC IS THE PERIM [TER OF THE HOUSE,
LESS THE OVERHANG
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STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIPICATIONS,
REAR ELEVATION.
7TERITIF&M FMH)
— — — — — — — — — — — — — — — — — — — — —
WINDOW
RAISED
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5AND
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---�DETAIL �DETAIL
( A U
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— — — — — — — — — — — — — — — — — — — — — -
---------------------------
RAISED
STUCCO
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LITE DOOR LITE
SIDE
FOAM
CAP
I
STONE
VENEER
&-re FIN. -'�DETAIL
----------
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441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdesigngroupxom
AA #: 0003325
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:8134M-2628
FAX: 8134386-2802
0
UBDIV. Z L074
SILVERADO
LOT #4
BLK #10
PItOJECT#
03719.001-04101
MODETU
2368-DESTIN
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LEFT
3PAGE:
FRONT & REAR
ELEVATION "B"
v.150 MPH EXP. V
NO
rPRINT
.A,.: 08/17/21
SCALM: 1/4"=l'-O"
A2B
12'-8' BRG. _
HGT.
V-4' BRG. _
HG
0'-0' FINFIN. �
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\/ SHINGLE
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF
■
TEXTURED
CAP p FINISH g
c0 0STONE
VENEER
RIGHT ELEVATION-B
(TEXTURED FINISH)
SHINGLE
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT ROOF
TEXTURED FOAM
FINISH 0
GAP
STONE
VENEER
LEFT ELEVATION-B
HGT.
A R C N I T E C T E
6
GrousjOK
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w .abdesigngroup.eom
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813S86-2628
FAX:813F8G2802
So
BUBDIV. de LAT
SILVERADO
LOT #4
BLK #10
PROJECT*
03719.001-04101
MODEL,
2368-DESTIN
GARAGE 8WING:
LEFT
PAGE:
RIGHT & LEFT
ELEVATIO "B"
150 MPH I. B
Ow! - - - M-41
DATE' 08/17/21
SCALM: 1/4"=1'—O"
SHEET
A3 B Of
A a p m 1 7 a p T a
ELECTRICAL LEGEND
SYM.
DESCRIPTION
_10-
TANDARD SWITCH
-4
-W�AY SWITCH
4
-WAY SWITCH
4
IMMER SWITCH
HE
BUTTON
ISCONNECT
HCD
ri-Eff-TOSTAT
�':NGL RECE TACLE (125V/20-AMP
NGLEE POLE7
IVV DUPLEX RECEPTACLE
WV DUPLEX RECEPTACLE flEOUIPPED
MTH GROUND FAULT
NTERUPTERITA11PER RESISTANT TYPE)
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WIRED TO SWITCH)
=XTERIOR WATERI-ROCIPAR
iiCEPrACLE (oRouND FAULT
NTERUPTER)
IVV QJADPLEX RECEPTACLE
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:ONNECTOR)
XOICATED RECEPTACLE
�_o
L MOUNTED LIGHT
ILING MOUNTED LIGHT
PANT LIG14T
POP LIGHT
L GCONCE PRIE-WIRE
VENT PAN WITH LIGHT (I OPM PER 80. FT.)
BULB LIGHT FIXTURE
4 5ULB LIGHT FIXTURE
AQ==
5, BULB LIGHT FIXTURE
48' TRACK LIGHTING
ATTIC LIGHT WITH FULL 04AIN
MER CA15INET LIGHT
E;j-_3
'x4'FLUORESCENT LIGHT (RECESSED)
x4' FLUORESCENT LIGHT (SURFACE
1OUNT)
x4' 'LUORE=TT Lr
_:TT F(RECESSEP)
CE 86 LIGHT
.966 LIGHT (VAPOR PROOF)
R1--1
EIVLIIW�. MOUNTED LIGHT WITH J-15OX
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CTRICAL PANEL (FIELD VERIFY
OCATION)
4 IL MEIER (FIELD VF=RJpr-
ATION)
_15OX (WALL MOUNTED)
ILI'
(CEILING MOUNTED)
EI
EILING MOUNTED PAN
LWFAN
(S)
&)
T
NT PAN (I CrM PER 60. FTd
('C
.4
JACK
JACK
DETECTOR (WALL MOUNTED)
0
J-EIOX
DETECTOR (CEIL[W. MOUNTED)
41 ;TOR
I MOUNTED)
HiE.
HIM
TIED OUTLET FOR GARAGE
R
TV
JACK
PORT
LCZ;7�-W I OF TV JACKS 4 PHONE OUTLETS 4 PANS
TO ISE VERIFIED * HOMEOWNER
PRE-C"TRI.ICTiON MEETft'.
ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC
FAULT PROTECTED PER ELECTRICAL PROVISIONS
OF F8CR Ith EDI 122011
EDITION.
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITC14EN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY
OP SO CPM INTERMITTENT PER ELECTRICAL
PROVISIONS OF SECTION M5013 FECR Ith
LAUNDRY i0al! EmcEPTAcLE SWALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PIERAONNIEL ON FEEDERS
WIRING METHOD 614ALL 15E NON METALLIC CABLE
PER ELECTIRICAL FROVISIONS Or POOR Ith ED
ALL WOW, TO COMPLY WITH ELECTRJCAL
PROVISIONS OF T14E FISCR ITH ED (2020).
ME
AND 15-4 Or LIGHTING MUST BE ENERGY EPI
FQY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 2020 lth
BEDROOM
FIE -WIRE
FOR
CLG FAN
j 6 CIO W.
-0
r
b
;- CAFE
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ELEC. FOR GPI
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01 _4
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!Y
LL
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CLG FAN
I GREAT ROOM
JUNC`IIION BOX
UNDER
C.O.NtER FOR
DIU I PRE -WIRE
FOR
CLG FAN
- - - - - - - - - - - - -
- _T
DINING
ROOM
OPT. DININd.
FIXTURE
so
6 6
GFI* wig
r - - - - - - 1 11
44'AFF7 �WA7F,.
W!
E
FOYERi
PIRE-
PLUMS
LIGHT 4
L.T.
SWITCH IN
ATTIC
ACCESS
- - - -
- - - - - - - -
8GFI CLO.
8GFI CLG.
OUTLET
OUTLET
GARAGE
OUTLET FOR
IRRIGATION
TIMER
TullENTRY
1
—4----
PRE - - - - - - - -
-WIRE
FOR COACH FIRE -WINE PRE-WIRIE
LIGHT FOR COACH FOR COACH
LIGHT LIGHT
ELECTRICAL PLAN.
SCALE: 1/4'-l'-C'
GrI
------------
BEDROOM
PIRE-WIRE
FOR
r_LG FAN
L-----------
i
/ Y/
W.I.C.
QQ
PRIE-WIRS
FOR
CLG FAN
PRE -WIRE
FOR
CLG FAN
VP
__Q
c
ol; 7!�__
LED LIGHTING
@ DOUBLE LAV.
BATH I
LED LIGHTING
@ SINGLE LAV.
BATH 2
r,-p, pbcoclool",
SEE
W
LED LIGHTING
SINGLE LAV.
BATH 3
200 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES
A ELECTRICAL MATERIALS AND NOTALLATIONS
6WALL Call-LY WITH ELECTRICAL PROVISIONS OF
THE Mn
'=[ON (2020). LOCAL COONS, AID
C47qpA
ALL Sly FE42UIVREMENTS
5. ALL COND=TORb SHALL BE TYPE THHN/T4),N
LINLESS NOTED aMEIPMUIM.
PO4EM C;OMPANY
TRANSFORMER
(CONDUIT
TO TEMINATE ABOVE SOPPIT
0 OVEM4ANW
C40MISINATION
SERVICE
(D
DISCONNECT
SWITO4 AND
I(
ELECTRC
METER IN NEMIA
r2OCA,2lq
3R ENCLOSURE
mcal I
__j
STE
,=",ONEr
C
"CE
TILEVIGICN
L
GENVICE
maRANCE
TV.TE-Y.
EGUIIRlENT
ONP TEMINAL AT
O.r
I. =� .TIONS
PROVIDE 2dPV AMP, 120/240 VOLT, I P"W —
SECONDARY ELECTRICAL SERVICE. PROYIPE 3
20 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC
OCNOWT OR PROVIDE 3 -4/0 ALUMINILIM (AL) IN
2" DIA 604EOLLE W PVC C4ONDUIT UNLESS
MFIIVICE IS PROVIDW BY T14E ELECTRIC
C.OMPANY C40ORDINATE WITH THE ELECTRIC
PRIOR To BIC).
1 -4 CU SERVICE cowl.11,10
C4NNECTED TO CONCRETE
ENCAMP FOOTER STEEL PER
ELECTRICAL PROVISIONS OF
WWPIA X 0 FT LONG, COPMR
CLAP GROUND ROD
1.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdnigngroup.com
L AA#:0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH'. 61=.81-26211
164 1.: . 2.� 00
r
r-quaDiv. S&g LO71
SILVERADO
LOT #4
BLK #10
P3FtOJECT# 1
03719.001-04101
MODEL.:
2368—DESTIN
CAI —RAGE SWING:
LEFT
PACE:
ELECTRICAL
PLAN
150 MPH fV. B
AR NO 93723
[ P'U
08/171/21
sCALE: 1/4"=l'-O"
splEET
El
2'VTR
f�
2'VTR
11/2'
y
LAV
2 11/2,J
2'VTR
S i
/ 12'
ITUB
V/
3'
,
I
2'VTR 3'
LAV lL S
CITCHEN
SINK W/ 2�
WC
AVI
TUB
1 .
JTO VENT �,
3•
V
2,
3,
3' Y PRE-
3'
�✓ PLUMB
4' Co
4'
NOTE: ALL PVC PLUMBED TRAPS
ARE TO BE 'P' TYPE. TO
'S' TYPE ARE PROHIBITED. MAIN
PLUMBING RISER
SCALE: NTS
PLUMBING PLAN
SCALE: 1/4' . I'-V'
A III C N I T E C T f
6
GrouSLn.
1441 N. RONALD REAGAN BLVD.�i
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774,4078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813b86-2628
FAX: 813-686-2802
SUDDIV. & L.OT
SILVERADO
LOT #4
BLK #10
PROJECT
03719.001 04101
MODEL'
2368—DESTIN
GARAGE SWING:
LEFT
PAGE:
PLUMBING
PLAN
150 MPH B
P 0 MS21
DAaE 08/17/21
SCALE: 1/4"=1'-O"
SHEET
P1
HVAC NOTES
1. ALL MEC44ANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVIC114G, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED Or A VALUE
Or NO LESS THEN R-6 RATIW.. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FI5-_- ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER tFPA WA 2-3J
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 PT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED Or SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FMC 7TH EDITION (2020) MEC44ANICAL CODE SECTION 603
6. ENCL08ED SUPPORT PLATFOR16 SHALL BE CONSTRIUCTED IN ACCORDANCE TO FBC ITH EDITION
(2020) MECHANICAL CODE 603J
1. BATHROOMS CONTAINIING BATHTUBS, SHOUIERS, SPAS AND SIMILAR 15ATHINGS FIXTURES 13HALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FIBC ITH EDITION (2020) MECHANICAL CODE SECTION
403.
& ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORI5 FOR MAKE -UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
1B. ALL FIRE RATED Cr:]LIW-,S AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH
EDITION (2020) MECHANICAL CODE SECTICN 601.
10. GRILLES AND DIFFUSERS S14ALL BE PROVIDED WITH BALANCING DAMPERS.
I]. DRYER BOOSTER TO BE A FANTECH D15F BOOSTER FAN OR EQUAL.
PANTEC14 DBF 110 DRYER 500STER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS,
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TRUNK
BROKEN LINE - RETURN TRUNK
IBALANCIW. DAMPER OR 015D
CEILIW. EXHAUST FAN
CEII-1140 EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THERMOSTAT
N
PASS-THRU AIR GRILL
NOTE
ALL HVAC TO HAVE PROPER
PANS Wl DRAINS
>ATT
I
ATTIC
CEILING-\
[o 0
Fo__Fol
ERIOR WALL
__-- EXTr SECURE STRAP
PLENUM
TO CONC. CONDENSER
AIR RETURN W/ (2)- 3/16'X2' TAPCONS, UNIT SIMPSON WB ROLL STRAP
OR EQUAL
AND LIQUID
AIR SUPPLY
/,-GUCTION
_R
REFRIGERANT LINES
__2�j\_SECURE
AIR HANOLER___�
STRAP TO UNIT W/ (2)
4' CONCRETE SLA-5 OXI 1/4' SHT. MTL. SCREWS
XT F WALL
*EXTERIOR
3/4'PVC COIVENSATE DRAIN Lite
CONDENSER UNIT
EVARTRAY
/11��
PVC SLEEVE TO LINES BELOW SLAM
CONNECTION TO PAD
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSIWG UNIT
NOTEt MAIN COND. D"N 3/4'DIA
TRAP DRAIN LINE AND TERMINATE
OVER HEAD 0 12'FROM STRUCTURE
IN AN APROVED DRAIN, AS PER
PBCR ITH EDITION (2020)
MECHANICAL BLDG. CODE
SECTION 3012.4
HVAC
DRAINS
SCORIATED NICIrEL
BRONZE FL. PL.
BRASS PLUG
FIN. FLOOR
OR WALL
C(DUNTERS124K -
C.O. PLUG
SEE SPEC.
11-8,Xsl CONC.
FIN. GRADE
�FITTIWQ OR EXTENSION TO OR PAVIING
'TT'W
SOIL OR WASTE AS
REQUIRED FITTIW. OR
EXTENSION TO SOIL
I
WADE 0240-K JOSAM 560M OR WASTE AS
INSIDE SERIES NICKEL BRASS TOP REQUIRED
CAULK P.VZ OPT[/SPEC
IN . SEE
INV� E
YSITE I -LAN
L L
00001R. SLAB CLEAN —OUT (TYN, ro-�EXT. GROUND CLEAN —OUT (TYP.)
ONDI
MECHANICAL PLAN
SCALE: 1/4' - V-V
A R C III I T E C T S
6
De * n
L
G r MoNs OR.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, Fl. 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA#:0003325
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH., 8134IW2628
1.: 8134136-2802
IF ".2 N
0
F-SU13DIN
SILVERADO
LOT #4
BLK #10
PROJECT
03719.00T-04101
MODZI.4
2368-DESTIN
C;ARAOE 8WINO:
LEFT
PAGE:
MECHANICAL
PLAN
�,.150 MPH RN. B/
P'pr.tzxT -1
DATE: 08/17/21
OCALJC: 1/4"=l'-O"
a*fEET
ml
of
2X4 TOP ATE 7
PLAN
1/2'
1/2' DRYWALL —,— TV)r
SECURE IST —
PLATE TO SLAB
W/ MASONRY
NA;Lod* 32'Or—
MAX
PIN. FLR.
2X4 ILOOD
STUDS 024.
01C.
SLAB
Nwl= VIVL�lv IN
PARTITIONS SUPPORTING
LUALL HUNG PLUM51W-s
FIXTURES AND WALL
r-A51NETS SHALL 5E NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN Iro' O.C. OR, NOT
LESS T14AN 2x&, WHERE
SPACED NOT MORE
THAN 24' O.C.
(2:)TYP. INT. WALL (NON-BRG.)
\1� WALE, 3/4'.1'-C'
FIBERGLASS SHINGLES
WITI4 UNDERLAYMENT
AS PER F5CR
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED
PER FASTENER
SCHEDULE
PFE-Et4o Tm"— Pa,:,--
MTL. DRIP EDGE JA /
2x FAbC-IA PER -J I Ty--p-
ELEVATION$ O.H.
VENTED SOFFIT
In' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
o--c- PIN. Fuz�
rV DIA. SLEEVE,
00 NOT CUT
BONE) 5EAM -
SOLID GROUT
W/ (I)- S
(2) COURSE
NOT CUT
BOND
AM
5ARS
S�,,)PIPE THROUGH BOND BEAM
SCALE: 3/4'-1'-0'
5/0' GYPSUM BOARD- k
- OR In' HIGH
STRENGTH CLG.
BOARD
<474.�, PFW FLFVATION
19AF—VI IF T I
SEE ENERGY CODE FORMS
INSULATION R-VALUES
—REFERENCE STRUCTURAL
JPER ELEVATION
R-4.1 INSULATION ------
WINDOW ATTACHM NT
AS PER MANUFACETURES,
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 241 O.C.
a, CMU
I/2'GYP. WL. 5D.-
11000 BASE
(i-,� _WWIN�DOW O�PENIN�G
1121
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FISCR
ROOF SHEATHING
THIC404ESS AS PER
SWEET ON].
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
f"m-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2- THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
V.- 'FIN. FLR.
ROOF: SHEATHING THICKNESS 15
ENGINEERED PER ASCE -1-1(o IN
ACCORDANCE WITH F5CR 2020
ITH EDITION, SECTION R301.13
AND 160121b.l.
TYP. WALL SECTION
NO OPENING
NOTE:
METHOD TO 5E USED FOR THE
(��)I-STORY HIP BLOCK WALL INSTALLATION OF ROOF
SCALE: 3/4'-I'-V UNDERLAYMENT IN ACCORDANCE
WITH F5CR S0511.1 OF THE FBCR
2020 1TH EDITION 15 04 W141CH USES
(2) TWO LAYERS OF ASTM D226
TYPE 11 OR ASTM D48611 TYPE III
OR TYPE Iv UNDERLAYMENT.
.0m MA a
W'TWWK 2 COAT -
RomnAlt) CEMWT
PL�WMN APft W
0"Mmy TO
MAGMW
MR
Wm
To mom
TMA= MRACKM
w r"p=T
APPPOVA. Ma
COPPOR SEAD
v cm "a
&TPUCnJRAL MR
U6 P.T. 40
ATTAQ-E TO PILL
COLL AD Plpt
FRO=T
APFIWVAL PWa
0ACKSM IWO
URATWM STP11-
r2jp'�GAS UNE THRU BLOCK GARAGE DOOR JAMBS
\1� SCALE: 11/2'-l'-O'
FIBERGLASS SHINGLES
FIBERGLASS SWINGLE$ -2X4 SPF 24' O�C. MAX- WITH UNDERLAYMENT
WITH UNDERLAYMENT SECURE W1 e2)12d NAILS AS PER F5CR W9,11.
AS PER FBcR 0 EA END ROOF SHEATHING
ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER
THICKNESS AS PER ZILL SHEET SNI.
SWEET SNI. SECURED PER PER STRUCTURAL DETAILS SECURED PER
FASTENER SCHEDULE FASTENER SCHEDULE
STIFFMACK AT ALL UPRIGHTS
MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE
2x FASCIA PER MAX PRE-ENG Wo. TRUSS AX 2x FASCIA PER
ELEVATIONS 0. ELEVATIONS
AA/%&)_ VENTED SOPrIT
kPIER ELEVATION
VENTED SOFFIT
WALL SHEATHING CONT. 2x PAT F&IN SECURED PER
STPLICTURAL DETAILS
THICKNESS AS PER SEE ENERGY CODE FORMS FOR WALL SHEATHING
SHEET SNI. SECURE PER INSULATION R-VALUES TWIC4CNESS AS PER
FASTENER SC44EDULE SWEET SNI. SECAAW PER
ON SWEET SNI JPER ELEVATION FASTENER SCHEDULE
ON SWEET SNI.
PRE-ENG. GABLE TRUSS 5/8' GYP" BOARD OR 1/2'
WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS
WEEP $CREED
2x P.T. SECURED PER
STRUCTURAL DETAILS 2x P.T. SECURED PER
R-4.1 INSULATION $TFILICTURAL DETAILS
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
Ix2 P.T. PURRING = , =
STRIPS 0 24'O.C. 4.
In' THICK 2 COATI-� 141 1/2, GYP. WL. 50.
PORTLAND CEMENT a, CMU
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD BASE
0--0- FIN. FLR.,jI, 0'-0' FIN. FLR.
a, 0
ROOF SHEATHING THICKNESS IS
ENGINEERED PER ASCE I -le, IN
ACCORDANCE WITH F5CR 2020
ITH EDITION, SECTION R301.13
Lf Ij AND
_Wvv ENING r-j�-\ TYP. WALL SECTION
�f �NC OF�ENIW. �
NOTE:
METHOD TO 5E USED FOR THE
('-5�1-STQRY GABLE BLOCK WALL INSTALLATION OF: ROOF
SCALE, 3/4'.l'-0' --ERLAYMENT IN ACCORDANCE
WITH F5CR W5.1.1.1 OF THE FSCR
2020 ITH EDITION 16 04 W141CH USES
(2) TWO LAYERS OF ASTM D226
TYPE 11 OR ASTM D46&cJ TYPE III sl
OR TYPE IV UNDERLAYMENT.
F'A R C N I T I C T S"
G r ZDesign
ousp0l.
....D, IL 3275.
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.00m
AA 0: 0003325
olli
IF DRAFnNG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134886-2628
FAX: 813-886-2802
:rem
0
F-mulmlv. ac L07,
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
WODET-
2368—DESTIN
GARAGE SWINO:
LEFT
PAGE:
DETAILS
%,.150 MPH E)T. Bi
F, PRINT .1
DATE: 08/17/21
scALm: 1/4"=l'-O"
SHEET
16. D 1
im
2X6 P.T, 0 CENTER OF' DOOR HEADER SECURED
W (1) 1/2' X V J-MOLT
%V 4' MIR EMBEDMENT
W? 2- X 2- X IW WASHER 4 NUT
OR
E "il-2: BOLTS
WA'S'ER A NUT7
SECURE
TO OLK Wt
1/4' TAPOONS
mqmo, a- or,
4- END DIST.
1 1/2' EDGE 1716T.
2X6 akw" POOR DUCK SECCURED
W (5) 1/2' X 0' J-DOLT OR ANC44M
7tLWV2'
BOLTS, IUf 4' MIR EM15EDME:NT,
X 2' X V8' WASHER 4 NUT. (1) UUAT�1"411N
9' OF TOP, (1) WITHIN V OF T14E STM,
(3) EVENLY SPACED.
IE
NOTES,
ALL ANCHORS 814ALL 15E IN ACCORDANCE TO
MANUFACTUIROW6 INSTALLATICH INSTRACTIONS WHERE
� 1��Tl� A� � &��T
GARAGE DOOR
/'�lBUCK ATTACHMENT
\1� --
1/2' DRYWALL
Ix4 P.T. OR 514'X4* MIR
SECURE THRU FRAME 4
1-4-
EXTEND 1-1/4' INTO
P.T. NAILER
15LOCK IU/ 3/16'
a
TAPCONS
DOOR CAONG
(MIR SWANK SIZE 5
MIR HEAD SIZE 3:0
MIR EMBEDMENT 1-1/4'
WITHIN 9' OF EAC44 END
DOOR JAMB OR WINDOW
4 I8'Or-MAXSPACWG
ATTAC44 TO 2X PER
MANUFACTURES DETAILS.
NOTE, 8141M AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4.)
DOOR JAMB TO BLOCK +3/4" OR +5/4"
G��� BLOCK +3/4" OR +5/4"
2X4, =
SECURE TO INLOCK LU/
3/16' TARCONS (MR
SWANK SIZE."& MIN.
HEAD SIZE IBB
MIR EMBEDMENT I V49
WITHIN $'OF EACH
END 4 IS' Or- MAX
SPACING-
2X6, =
SECURE TO BLOCK
W(2) 3/16' TAPC4"
(MIR SWANK 617E J45
MIR MEAD SIZE 300
MIR EMBEDMENT 1 114')
WIT14IN $'OF EAC34 END
4 IS* 0,C. MAX 6PACN&
DRYWALL
2X& cm
I-X4-
6ECIJIRE TO BLOCK
P.T. NAILER
W/(2) 3/16' TAPCONS
DOOR CAbINd.
(MIR SWANK IZE J4b
MIR 14EAD ON 300
MIR EMBEDMENT 1 114"
WITHIN 8' OF EAC44 Vlo
DOOR JAMB OR WR40M
ATTAC44 TO 2X PER
MANUFACTURES DETAILS.
NOTE: SWIM AS NEEDED TO PLUIMS
JAMB (DO NOT EXCEED 114.)
DOOR JAMB TO BLOCK +1 1/2"
2X4. =
SECURE TO BLOCK IU/
3116' TAPCONS (MIR
SHAW 81ZE .14b MIR
HEAD SIZE JSM
MIR EMBEDMENT 1 1149
UT14IN V OF EAC34
END A 18* Ojr- MAX
SPArW.
2X6, =
6ECU TO 15LOCK
RL'
TAPC
WK2) 3/ 4NS
(MIR SHAW SIZE .145
M K HEAD SIZE 3300
M:K EMMEDMIENT 1 1,149
WITHIN &'OF EACH END
cm
4 IS, Of MAX 6PACING.
1/2' DRYWALL
2XS, cm
SECURE TO BLOCK
tUK2) 3/16' TAPC0NS
P.T. NAILER
(MIR 614AW 617E JO
lA6* 0.6.95. X 4'MR
MIR HEAD SIZE 300
MIR EM15EDMENT I VW)
CcOR CA6w.
WITHIN WOF EACH END
4 w or_ r,�
SPACMM����
DOOR JAMB OR WINDOW
ATTACI4 TO 2X PER
MANFACTURES, DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4.)
DOOR JAMB TO BLOCK +1 15/16"
2X4, 110
SECURE TO BLOCK UY
3A6'TAPC4" (MIR
SWANK SIZE .145 MIR
HEAP SIZE -l"
MIR EMBEDMENT 1 1/4*)
WITHIN V OF: EACH
END 4 IS' OC. MAX
OPACM
NOTE� STRUCTURAL 2X MUST BE
2X6, =0
ON OUTSIDE 4 SECURED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
W'(2) 3/16' TAPCONS,
3A6'TAPCON Milt 1-114'
(MIR SWANK SIZE J45
EMBEDMENT INTO 15LOCK
M K HEAD SIZE 3010
M. EMBEDMENT 1 1/49
WITHIN 9' OF EAC44 END
CM
4 IV OLC. I.-
In'DRYWALL
2XIII6 011ilIC
SECURE TO BLOCK
I'X44A,
WK2) SAW TAPCONS
P.T. LER
(MIR SWANK SIZE .14b
POOR CASING.
MR HEAD SIZE 31M
MIR EMBEDMENT 1 1/49
WITHIN V OF EAC44 END
1 16' Or-, MAX
SPACM
DOOR JAMB OR WINDOW
ATTAC44 TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PL'po
JAM& (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +2 1/4"
2X4, =
SECURE TO IBLOCK
U1346' TAPC" (MIR
SWANK SIZE J45 MIR
HEAD SIZE 3CO
MIR EMBEDMENT 1 1/4')
WITHIN V OF EACH
END 4 18' OjC. MAX
SPACM
2X6� co
SECURE TO 15LOM
W1(2)SA6* TAPOCKS
(MIN. SWANK SIZE J45
MIN. 14EAD SIZE -200
MIN. EMBEDMENT 11/4')
UT14IN D'OF EACH END
CM
4 IS' OC. MAX SPACM
I/2'DFIIIYWALL
2X& 1=1
SECURE TO BLOCK
-AW
'DOOR
WK2) SAW TAPO"
P.T. NAILER
"
(MIR SWANK SIZE J45
CASING
MIR WEAC) SIZE 3CO
MIR EMBEDMENT 1 1/4*)
WITHIN V OF EAC44 END
- MAX
or
9P.ACINC.
CpCR JAM OR UjINpCW
ATTACH TO 2X PER
MANUIPACTURKS DETAIL&
NOTE, SWIM AS NEEDED TO PLUMB
JAMB (00 NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3"
2X4, CID
GEOURE TO BLOCK tU/
1/4' TAPCONS (MIK
SWANK SIZE J45 MIR
HEAD SIZE J'"
MIR EM15EDMNT 1 1/4')
WITHIN 0' OF EAC44
END 4 W Or- MAX
ePAr-NG.
2X*, CM
SECURE TO BLOCK
Uk'(2) 1/4' TAPC4CNS (MIN.
SWANK SIZE J45 MOIL
14EAD SIZE 3W M
EMISECMNT 1 1/4')
WITHIN 8' OF EACHII:N.
4 W O.C, MAX SPACING.
2XII, 1=1 1/2' DRYWALL
SECURE TO IBLOCK I*X4'
WK2)114' TAPCONS P.T. NAILER
(MIR SHANK SIZE .145
MIR MEAD SIZE 300 1/16' OAJ& X 4' MIR
DL..'M JAM OR WINDOW
MIR EM15ECIIENT I V"4')
OT14IN 0' OF EACH END POOR CASING;
, 11. OJCI MAX
SPACING -
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB
JAM15 (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 7/16-
2X4. =
2X4� 1011
SECURE TO BLOM liv
SECURE TO 15LCCK itV
3/16' TAPCONIb eMR
1/4' TAPC" (MIR
614ANK SIZE Mb MIN.
614ANK SIZE .145 MIR
HEAD SIZE 300
HEAD SIZE -%W
MIR EMBECtIENT 1 1/4')
MIR EMBEDMENT I VW)
WITHIN 9' OF EAC44
WITHIN &'OF EACH
END 4 W Or- MAX
END 4 Is* or_ MAX
SPACW.
NOTE, STRUCTURAL 2X MUST ISE
6PACM
NOTE- STRUCTURAL 2X MOT BE
2X6, =
ON OUTSIDE 4 SECURED
2X6, =
ON OUTSIDE 4 SECURED
SECURE TO ISLOCK
THROUGH NON-STRUCTURAL
SECURE TO BLOCK
THROLIG44 NOWSTRUCTURAL
WK2) 3/16' TAIPCONS
3AWTAPCON MIN. 1-114'
( ft
WI(2) V4* TAF-CONS M
3A6'TAPCCN MIR 1-1/4'
(MIR SWANK SIZE .149
EM15EDPIENT INTO 15LOOK
SWANK SIZE J45 M
EMBEDMENT INTO BLOCK
MIR HEAD SIZE 300
HEAD SIZE 3W MIN.
MIR EMBEDMENT I V4')
8, CM
EMBEDMENT 1 1/49
WITHIN r OF EAC14 END
WITHIN WOF EAC14 END
W cm
4 Is, or MAX SPACM
V2'DRYWALL
4 18' Or- MAX SPACING.
1/2' DRYWALL
2Xlh
I-X4'
2XIN 1=1
I'X4'
SECURE TO BLOCK
P.T. NAILER
SECURE TO BLOCK
P.T. NAILER
WK2) 3/16' TAPOONS
POOR CASING
WK2)1/4'TAPCONS
4' MR SEP
(MIR SWANK SIZE J45
(MIR SWANK SIZE .10
I' P.T. X
MIR 14EAD 61ZE 300
MIR HEAD GIZIE 300
MIR EMBEDMENT 1 1/49
SECURE TO STRUCTURAL
MIN. EMBEDMENT 1 1 1-4
149
DOOR CASINO;
WIT14IN V OF EAC44 END
W14XER WK2A2cI U714IN S'
WITHIN WOF EACH END
4 w or_
OF EAC14 END 4 6' TO D' Or- MAX
4 W Or- MAX
SPACM
DOOR JAMB OR WINDOW
DOOR JAMB OR WINDOW
ATTAC14 TO 2X PER
ATTACH TO 2X PER
MANUFACTURES DETAILS.
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB
NOTE; &HIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4.)
JAMB (DO NOT EXCEED V49
DOOR JAMB TO BLOCK +3"
DOOR JAMB TO BLOCK +3 3/4"
NDOW TO BLOCK +3 3/4"
A k C H I T E C T
6
aDesoln
Grobor.
441 N. RONALD REAGAN BLV
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4076
www.abdesigngroup.com
AA#:0003325
I, DRAFTING BY:
A.B. DESIGN GROUP
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
1.... —2.2.
L
rouBDIV. & LoIr.
SILVERADO
LOT #4
BLK #10
PROJZCT# -1
03719.001-04101
MoDEl-
2368-DESTIN
C;ARAGE OWING:
LEFT
PAGE:
DETAILS
,,,.150 MPH EXP. Bi
nnn
41j L
r-P —71�
,DTAF 013/17/21
SCALE: 1/4"=l'—O"
8HEX"r
D2 j
PRODUCT APPROVAL LISTING SHINGLE (STANDARD)
FL #
MANUFACTURER
CATEGORY
DESCRIPTION
CODE
VERSION
EXPIRATION DATE
11473.9
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/32/2021
11473el
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
12473.10
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
23872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.7
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.12
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBOR
1Z/8/2023
104S6.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1Z/8/2023
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FECR
12/31/2021
10"7.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2D23
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
10/22/2023
11496.3
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
11496.S
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
1149S.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441.3
SIMPSON
STRUCr. COMP.
WOOD CONNECrORS
2020 FBCR
10/22/2023
13904.6
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
10531.16
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/ZD23
10531.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBOR
12/23/2023
7473.1
EAGLE PRODUCrS
ROOFING
ROOF TILES
2020 FBCR
12/31/2023
32502.1
PLY GEM
PANEL WALLS
SOFFIT
2020 FBCR
12/31/2023
16503.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2020 FBCR
12/31/2023
12019.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2020 FBCR
3/2/2030
286".2
MI WINDOWS & DOORS
FIXED GLASS
2020 FBCR
11/18/2022
17676.10
MI WINDOWS & DOORS
SINGLE HUNG
2020 FBOR
8/29/2022
15332.9
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2020 FBCR
12/31/2024
15353.3
MI WINDOWS Bt DOORS
WINDOWS
HORIZONTAL MULLIONS
2020 FBCR
12/31/2024
15353.4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2020 FBCR
12/31/2024
17869.1
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2020 FBCR
12/31/2021
5678-RS
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
12/31/2038
IS279.2
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
15279.2
CLOPAY BLDG. PRODUCr CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
2395S.1
THERMA-TRU
EXT. DOORS
6'-B" EXTERIOR DOOR
2020 FBCR
12/31/2021
2395S.4
THERMA-TRU
EXT. DOORS
g'-O" EXTERIOR DOOR
2020 FBCR
12/31/2021
23956.2
THERMA-TRU
EXT. DOORS
6'-S" SWINGING EXT. DOOR W/SIDEUTE
2020 FBCR
12/31/2021
23956.5
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR w/SIDELITE
2020 FBCR
12/31/2021
23956.4
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR
2020 FBCR
12/31/2D21
20461.9
THERMA-TRU
EXT. DOORS
SWINGING single lite EXT. DOOR
2020 FBCR
12/31/2021
10758.2
OWENSCORNING
ROOFING
ROOFING ACCESSORIES
2020 FBCR
12/31/2024
15216.1
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2020 FBCR
12/31/2023
3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2020 FBCR
10/4/2025
10477.1
JAMES HARDIE BOARD
ARTISAN
2020 FBCR
12/31/2023
13192.2
JAMES HARDIE BOARD
PLANK
2020 FBCR
12/31/2023
13223.2
JAMES HARDIE BOARD
PANEL
2020 FBCR
12/31/2023
19901.1
JAMES HARDIE BOARD
REVEAL
2020 FBCR
12/31/2023
1326S.1
JAMES HARDIE BOARD
SOFFIT
2020 FBCR
12/31/2023
30310.1
IKO
SHINGLES
30 YEAR
2020 FBCR
12/31/2024
158.1
CASTCRETE
STRUCTURAL
LINTELS
2020 FBCR
5/21/2022
FIL 15272.1
ALSIDE'Zr VINYL SOFFIT
SOFFIT
2020 FOCR
12/31/2.023
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0
WWW.FLORIDABUILDING.0116 CONTROL DATE: 08/16/2021
I R C N I T E C T
6
aNsolgn
LL,
Groujfm
41 N. RONALD REAGAN BLVD.
LONGWOOD, Fl. 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdeslgngroupxorn
AA 0: 0003325
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813-884 2802
3-2802
' 'd
1111111111
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F-SU13DIV. St M-T*11
SILVERADO
LOT #4
BLK #10
P:FtOJECT#
03719.001-04101
MODE1.4
2368-DESTIN
GAMAGE DWING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
%.150 MPH EXP.
ElIX
F-PR'7
08/17/21
8CALM: 1/4"=l'-O"
SHEET
D3
PREFORMED 0ONTROL JOINT-
rLANG.E OF OONTROL JOINT9 lf�
ISE URSO TIED TO LATH - S'
Or— MAX (VERTJ. NOTE� 00
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUP EXISTS
15 PT STAPLE III/
"!YOND E)0CE
LEG MAY BE USED TO %rM-.
SECURE CONTROL J004T
COURM INSTALLATION
FASTENERS TO BE SPACED
Ol 1' OZ, MAX
1 7
il' THICK, 3 COAT CEMENT
PLASTER
UM LAYER -2, FORTIFIBER
BUILDW. PAPER
APPROVED METAL LAT14
FASTIR4110 *I- (VlRTJ Or.. MAX
AT SUPPORTS
UM LAYER 9.
STUCCO WRAP
1100C) SHEAT14NG
LATH SMALL NOT
THIRD" CCNTR—
TIED AT EAC14 SIDE.
tTM r
_063 2X415LOCKM
PER At PLACED FLAT MAX. 6' TO 8
FROM CONTROL JOINT UIMEN
C4NTROL JO NT FALLS ON
NOTE, STRUCTURAL ISTUD
L FASTENERS FOR LAT14 TO BE NAILS OFQ—
STAPLES IN COMPLIANCE W ASTM C063
2. UARE TIES TO 15E (NO. 19) 0,0415'11110111!
3� BLOCKING SHOUN MAY 15E ON ADDITION
TO 6TUD6 REQUIRED PER I'LAN
(D" M" TYPE CONTROL JOINT
A
2. COWAN - Pf. 0
3, CNKNE . Pf. C
6.14OLE
2. CNAN - PT. &
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to
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.. T.
MAL POW. 22
bm
J'THICK 3 COAT CEMENT
FLAOTEIR (FRAM111). w- I COAT
C111w F%.ASTM (crw
1111W LAYER -2, FOPITIFIDER
BUILOM PAPER (PwAmw owy)
UM LAYER -L
STUCCO ~� cocy,
"AIDOW
ONLY)
FWAME m Cm
-IaS U4U. PLASHNS
KICK� FLASHING tOW
DETAIL)
FLASWIft AT 8011� OF
WALL Krwm=
NOTE,
APP40OVED BUILDING MIRAP
SMALL BE LAPPED A MINIMIU!"! OF
6- - VERTICAL LAPS 0111OLL
ENDO) 8 6 1=
W=* MOR ZONTAL LAPS.
ALL _ NEED TO ME TAPED
UT14 FORTIBER SHEATHING TAPE
LAT14 VERTICAL LAP TO BE P
IT METAL LATH
WRID LAYER
STUCw Ump
a. m. r Pt — WL-
UM LAYER -2, FORTIPIISEIR'�,,
BUILOW, PAPER
VERTICAL LATH
& PAPER DETAIL
NOTE.
SIDE LAPS OF METAL
PLASTER BASES SMALL
BE GECUIMD TO
FORAMIN0.1 Ell MS.
THEY SMALL BE TIED
EIETtUEEN SUPPORTS
UTW 0,0415-IN. (121-MM)
UPS AT INTERVALS NOT
MOPE T14AN S'(221-MMA
AS PER A6TM C1063.
(4) KICKOUT
FOR REPAIR OF TEARS
IN LUND LAYERS, TEAM
DETAIL
MAY 06 PATCHED
WA40M WRAP TAPE
PER MAMP. SPEC' OR
PREL 4 STICK
110*11' 0AL (goo Cm
,92-MQIAW
WOOD OTUE
"ATMINI
PAPER
STUCCO
INSTALL FASTENERS (CLIPS'
STFIAPS, STAPLES) AS
FMGL41FMD TO SECURE
PIPE/ WIFE TO FRAMM
QRS LAYER -1,
SrUCCO UQAP
UM LAYER -2, FORT"ISER
1111,111.011,112 PAPER
METAL LAT14
6'.6' SELF-ADMERINIS M10-115RANE
FLASHING OVER 4'x4*
SELIF-ADHERING MEMBRANE
FLASHING OVER APIPROVED
HOUSE WRAP.
MOLISE
[TO PIPE
J' THICK 3 COAT CEMENT
VCONT. DEAD OF SEALANT
I-LASTER
I
"TALL APFWIOVED WOUSIBLIRAP AIR
METAL LAT14
INFILTRATION BARREN OVER
kURB LAYER -2, FORTIFIBER
ew"71-11143
BUILOW. PAPER
ELASTOMERIC COATING; OVER 6TUCC4
SHEATHING SECTION P R SECTION R7W.7
WNW No pwdblm
hmmr � of pomana —m plasier
ah.11 —ply Wh ft appliouto
mquimmnW of ASTM C 926-18b,
�llabon of e�tanor lathirg and framng
.hat[ comply,�ith ASTM C 1063-19a,
.rASTM 1787.
4'x4' SELr-ADWERWG MEMBRANE
FLASHING (COMPATIBLE LLV HOUSE
UIRAP MATEMAL) OVER
APF"OVED HOUSE ~.
1* OR LESS PIPE
PENETRATION
CUT AM OVERLAP ONE SIDE OF
&ELF-ADHORING MEMBRANE
FLASHING
STEP 01
V*ej Zo CA M 104 0 1.
NIZED33".114
WOOO SHEATHING
OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAID WRI5 4 TAPE OVER
LL SCREED
5'X5' V TYPE CONTINUOUS
GALV. METAL FLASHING
z ___----(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - 00 NOT NAIL,
INSTALL WITH ROOF CEMENT
,/— ROOF PER EI-EvATIONS
L" FLASHING.
N.T.S.
N.T.5,
.V,
l<
LEGEND
61116* SELF.ADHERING. MEMBRANE
FLAAMING (='PATIftE 1111 HOUSE
UPAP MATERIAL) OVER 4.4'
SELF-AD1411AING, MEMBRANE
'If- OVER APPROVED
MOUSE ~.
1`0 EXTEND ONTO PIPE
CUT *0 OVERLAP ONE SIDE OF
8ELF-A0HEflW`* MEMBRANE
FLASHING,
DRAINAGE PLANE (WR5
LAYER 01, 5TUCCO WRAP)
WR5 LAYER *2 (FORTIF15ER
IBUILI)ING PAPER)
METAL LATH X—X—X—x
STUCCO F ---
WOOC) OR -1110" ZIP WALL
SHEATHING
5ELF-AC)HE51VE FLASHING
NOTE,
METAL LATH: LATH TO 5E FER SECTION
R-103.7.1 /,45TM C-a4l-14a, MIN. 2,5 L55.
FER 5a. YARE) (UTILITY OR NOMINAL
LATH DOES NOT MEET SFECIFICATIONS)
i R C N I T E C T 81
aDesoign
Groulfm
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
�.abdesigngroupxom
AA 0: 0003325 1
I'l DRAFTING BY:
A.S. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH-. 813-886-2628
FAX: Si3-886-2802 A
F-SUDDIV. ec ZOT.
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
MODET-
2368-DESTIN
GARJ*GZ STnNO:
LEFT
P'EWALL
ASSEMBLY
DETAILS
V.,150 MPHAW. J3
4��O
F,PpjwT
DATE: 08/17/21
8CALE: 1/4"=I'—O"
3HEET
�% WAl
ARC N ITECT18114
INSTALL VOELF-ADHERING
MEMBRANE FLASHING OVER STUCCO
TOP, SIDE(S) AND BOTTOM FINISH
rLAW.ES OF NCN-MOVA5LE
FRAME OF THE EXHAUST. 6' SELF ADHESIVE WOOD CONSTRUCTION
SEQUENCE OF FLASHINiG; TO BE: OVER TOP 4 SIDES
1. BOTTOM 2� SIDES, 3- TOP ME
VENT CAP 16 TO BE SET IN ISED SELF WOOD SHEATHING
be n
OF SEALANT AT TOP AND *ks' L
SIDES ONLY. SEALANT 18 TO BE FLASHING WR5 LAYER 01, rob�LILC.
UNIT
TOOLED SO AS TO DEFLECT STUCCO WRAP
WATER AWAY FROM JOINTS, PREMANUR DRYER 144:1 N. RONALD REAGAN BLVD.
E-Z BEAD ALL AROUND LONGWOOD, FL 32750
VENT -APPLY SEALANT ALL VENT CAP (SET IN PH: 407-774-6078
I JOINTS AND INTERSECTIONS CONT. SEALANT) WRI5 LAYER 02, FORTIF15ER
FAX 407-774-4078
APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.00m
BACKER ROD NON-MOVAISLE FRAME AND STUCCO AA #: 0003325
Gas02.
ON ALL SIDES, V CAULKINS3 JONT *'�'�SEALANT
ALL AROUND 1( 0'0*1
TOP 4 SIDES THICK, 3 COAT CEMENT Lt= SHEATHING IF DRAFTING BY:
I PER SECTION R703.7 PLASTER 411RIS LAYER M, A.B. DESIGN GROUP
STUCCO WRAP DRAFTING INC.
Exterior lathing and plastering
BACKER ROD Exterior use of portland cement plaster LAYER -2, FORTIP15ER 5439 BEAUMONT CENTER BLVD.
shall comply vvith the application DRYER VENT (BLOCK) Ye' TO Ys' MID-UJALL BUILDING. PAPER SUITE 1004
requirements of ASTM C 926-18b. WEEP $CREED METAL LAT14 TAMPA, FLORIDA 33634
(@ PH: 8134M-2628
WOOD 1/81 TEXTURED FAX: 813-886-2802
Installation of wderior lathing and framing -A
X, CONSTRJCTION FWISH 0 UK=
:111 1
X
shall comply wi. — Q 1063-19a,
or ASTM 1787.
6' SELF-ADHESIVE
FASTEN TO UX= OTAUCrORAL
UM LAYER -1,
FLASHIWG
EMBER - I' Or- MAX
8, CM -------
STUCCO WRAP
HOODED VENT
BUILDING PAPER
'K
WOOD FRAMED
36' TO Jj* MID -WALL
J' THIM 3 COAT CEMENT
OVER'QUle-
FLASH' F_
WALL
MASTER
METAL LATH
HORIZONTAL WEEP SCREED
UPS LATER -2, FOIRTIFIBER
PIPE TWROUGW
WALL
(FRAME TO FRAME)
6' WDE STRIP SELF
BUILDING PAPER
ADHESIVE PLASHM, CLEAN
111000 SHEATHING
MASONRY BEFORE APftYM
DRYER VENT
(FRAME)
6' SELF ADHESIVE_'
TEXTURED
FINISH - MASONRY
rLAsHw. (INSTALL -1
HORIZONTAL WEEP SCREED
rapt MANUP. SPIECS.)
(FRAME TO BLOCK)
WOOD SHEATHING
LAYER 11,
ILDING PAPER—
UNDER ouir-K FLASH'
M044
r--w
231P
STUCCO WRAP
am
LAYER -2, FORTIFIBER
BUILDING.
0
PAPER
URIS LAYER 01,
1
CUT OPENING IN-
STUCCO WRAP
J77777777
A VENT PENETRATION
APPROVED HOUSEWRAP
FOR E50X INSTALLATION
METAL LATH
SCALE: N.T.S.
Cm VINYL CA6M BEAD
CUT 'X' INTO
—
6' RA SeD BAND
V TO VIM2=111&L
1UR5 LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
APPLY
I
WOOD SHEATHING
MEM15RANE FLASHING
I
OVER 15OX AND OVER
61 WIDE STRIP SELF
APPROVED UARB
Ilu
AD14ESIVE PLASWING., CLEAN
MA60I,IRY BEFORE APPLYING;
z
5TEF #1
LAYER 01
5TEF
*2
Z PLASHIN5.
BUDDIV. de LjCIT:
ELEC. METER FIELD
SILVERADO
STONE VENEER
VERIFY LOCATION
=LEC METER FIELD
APPROVED
LOT #4
I
OVER SCRATC14 COAT
V RI Y Lor
E F ATION
HCUSEWRAP
BELOW
Ul1R5 LAYER 01,
-0
BLK
WRAP
#10
PROJECT#
03719.001-04101
HORIZONTAL WEEP SCREED
PPLY 5TUr
A _(::o SCRATCH COAT
AND ONE (1) LAYER OF PAINT
CUT SUCH THAT
NO MEM5
P 1"
APPLY 60 MIN
GRADE TY FELT
—
-SELF-APHERINGG
MEMBRANE FLASHING
MODEU
W/STONE VENEER
PRIOR TO IN -STALLING ELEC.
ENTER15
OVER
2368 DESTIN
(FRAME TO BLOCKI
METER
APMY TO F—E
EDGE
SELF-ADWERING
FLASHING OVER
GARAGE STrMG:
LEFT
CAVITY TO BE FILLED
..........
1� I i
AFIROVED
.
""'WALL
WITH RIGID POLYMERIC
.. ..... HOUSEWRAP
LEGEND-
ISOCYANOTE-POLY5LEND FOAM
t i
WRI5 LAYER 02, FORTIFIBER
ASSEMBLY
-('GREAT STUFF' OR SIMILAR)
5UILDIW:s PAPER
X t--APPLY A SILICON
51EF #3
&TEF
*4
DETAILS
DRAINAGE PLANE (WR5
BASE SEALANT AT POINT
150 MPH ER.
LAYER 01, STUCCO WRAP)
THAT ELEC. WIRE PENETRATES
WR5 LAYER w2 (FORTIF15ER
ELASTa'MRIC
COATING, OVER
F
IBUILDING PAPER)
AREA TO RECEIVE
...
STUCCO/ C.V. FINISH
STUCCO SCRATCH COAT
APPLY E-Z BEAD—
(SEE TYPICAL WALL
METAL LATH X—X—X—x
1 COAT OF FAINT W/15ACK-
ROLL FRIOR TO
OVER 60 MIN
GRADE '0'
o
SECTION)
METAL LATH
E 0
STUCCO
ELEC. METER INSTALLATION
rELT-PROvIDE
PROVIDE STUCCO SCRATCH
SEALANT AT ALL
WOOD OR '1116" ZIP WALL
COAT LARGER THAN THE ELEC.
JOINTS AND
INTERSECTIONS
o
METER CAN OR METER CAN
. . . .
SHE /A I HiNcz
COM50 OR METER CAN AND
A.
6ELF-ADHESIVE FLASHING
DISCONNECT
AR NO 93723
�p
,D2W 08/17
NOTE:
METAL LATH: LATH TO 5E PEP, SECTION
R'103.1.1 / ASTM C-841-14a, MIN. 2.5 L55.
ELECTRICAL CONDUIT
5TEF 05
& I E F #ro
SCALM: 1/4"=I'-O"
8*=ET
PENETRATION
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELECTRICAL RECEPTACLE
WA2
-)
EXT. WOOD
WOOD SHEATHIN4 LL
UPS LAYER -1, SM-FLOOR DECKING
STUCCO, WRAP
WOOD WIR5 LAYER $2, FORTIFIBER PRE-51,410 TRUSS
0"TRUCTION BUILOW. PAPER WEATHER RESISTIVE
HAT C44AMEL J' THICK 3 COAT CEMENT BARRIER -1
PLASTER UMAT14ER RESISTIVE
6' SAP. * TOP OF WEEP SCREED BARRIER -2
Jl%' TYPE *X* DRYWALL TO SHEATHING. BEHIND LLEEP SCREED k Twm 3 COAT
WOOD SWEATWIW3 4' POSITIVE DRAIN PLASTER v ARIES
METAL LAT14
WOOD SWEATWING
R E
S
.AT
11MRS LAYER -11, 77
STUCCO WRAP
J* THICK 3 COAT CEMENT -i V GAP FOR 15ACKER
PLASTER EXTERIOR G;RADIE ROD 4 SEALANT
AM66-WFWC-1QQ CUSIM QAS I I MEAQ- WSELF-APHEREINICk ORY WALL
FLA8WNG WRAPPED
a TOP OF WEEP SCREED 4'POSITIVE DRAIN J' THICK 3 COAT CEMENT VINYL CASM, BEAD —
w9ge-r.111111112 —PLASTER �11
1201_GQRA8A9AI2 WATER PRODIMING. lot—
WRB LAYER 01, bQ CAP IN FIELD —VNYL CASINQ, MEAD LAYER (2 LAYER PEEL
a WRAP (bWOUN FOR CLARIFICATION Or 4 STICrJ
SEPARATE ACCESSORIES ONLY)
WRI5 LAYER -2, FORtIFII5ER
15UILDIW. PAPER
6' SELF-ADHEREIW3 M
WR5 LAYER 01, FLASHIW3 WRAPPIED
STUCCO UWAR"AP 0 CAOFNER Or CANTILEVER
4'POSITIYE DRAIN
AMIQ0 AMbb-WFWC-1w 2 WEEP SCREED 0 ANTILEVER DRIP
CUSTOM CASW. MIND
EDGE
NO CAP INFIELD —I'
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL.0 CANT.
(10 A) SCALE: 1 1/2'- I'-C'
NOTE:
METAL LATH: LATH TO 5E FER SECTION
R-103.7.1 /ASTM C-,S41-14a, MIN. 2.5 L55.
FER!5a. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEGIF IGAT IONS)
1 3/4 RESILIENT
HAT CHANNEL
VINYL CASINQ_MRA2�
5/8' TYPE 'X' DRYWALL
WfrEXTUREV 4 PAINTED
FINISH
J* TWICr, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASINU, BEAD z
DRIP EDGE
INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURIED 4 PAINTED
FINISH
J' THICK 3 COAT CEMENT
I-LASTER —
VINYL CORNER BEAD
VINYL CASING, BEAD
@D
WOOD CONSTRUCTION
-WEATHER RESISTIVE
BARRIER M
-WEATHER RESISTIVE
BAWER 02
THICK 3 COAT CEMENT
%15TER
.METAL LATH
WOOD SWEATHIW3
(2) 2xI2 HEADER
(SHOWN FOR CLA IFICATION OF
SEPARATE ACCE=RIES ONLY)
WOOD CONSTFUCITON
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
J* THICIC, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHIW.
HEADERSEAM
(SHOWN FOR CLAIRFICATION OF
SEPARATE ACCESSORIES ONLY)
3' X 3' 26 GA C%ALV.
FINISH LAYER (2 LAYER
METAL DRIP ED"
PEEL 4 STICK)
SET IN FULL SED OF
6' PEEL 4
SEALANTA' MIN.
Tir-K 0 DRIP
SPACE FROM DRIP
CICBE TO
FACE TO TREX
DECK
CAP FOR BACKER
I)j'XI %* P.T. OR GIMLATED
ROD 4 SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
WATER PROOFING 1�*t
WEATHER RESISTIVE
LAYER (2 LAYER PEEL 4
BARRIER .1
STICK) WRAPPED FROM
WEATW R RESISTIVE
BALCONY DECK TO
BARRIER -2
CANTILEVER
6'PEEL 4 STICK
PECK MEMBRANE.
DRIP EDOE TO DECK
EXTEND OYER DMP
GUS MOOR
Em
3' X E' 26 CA GALV.
METAL DRIP EDGE
SET IN FULL BED Or
I&XI 1/4' PT. OR SIMIJILATE
SEALANT,VMIN.
WOOD (TREX) FILLER.
SPACE FROM DRIP
CONTINLIOUS
PACE TO TREX
X'CIAP FOR BACKE
VINYL
ROD 4 SEALANT
WATER PROOING lot
FINIS14 LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
YbxL.Q
J' THICK 3 COAT CEMENT
"TER
il
METAL LAT14
5/v TYPE 'X. DRYWALL
WOOD &H ATHW.
E
4 PAINTED
ILEAT14ER RES16TIVE
BARRIER -1
UAEAT14ER PE616TIYE
J' TWICK 3
BARRIER -2
:LyAL11TER
IN R BEAD
WIP
VINYL CAB Wa AFtN2 NO C. AP
(GHOUN FOR CLARIFICATION 019
SEPARATE A=66011006 ONLY)
BALCONY DRIP
EDGE INSTALLATION
k 2 1/2 " k
)LU1`1N SWEATWIN63
*ATHER RE619TIVE
ARRIER M
ER RESISTIVE
ARRIER -2
BAR \
-EEL 4 STICK
I Ya'xV 'L' FLASHIW.
FULLY EMBEDDED
IN ROOF CEMENT
06' X 3- 26 GA C.ALV.
METAL DRIP EC43E
SET IN FULL BED OF
FACE TO TREX
\PEEL 8 STICK'
BUD FLOOR —
I V P.T. OR SIMULAT
t
WOOD (TREX) FILLER,
C40NTINUOUS
V czAP FOR SE��AILANIIT
OPT. BACKER ROD.
MODIFIED SO
3/4 RESILIENT
HAT CHANNELNkED
516' TYPE 'X'DRYWALL
W/TEXTUREID 4 PAINTED
FINISH
J, THICK 3 COAT CEMENT
PLASTER --
WEATHER RESISTIVE
BARRIER -1
WEAT14ER RESISTIVE
BARRIER -2
EXTERIOR COLUMN
COLUMN SHEATHINd.
WSAP
I Jfi'x3' 'L' FLASHING.
FULLY EMBEDDED IN
ROOF CEMENT
I Jj' X 3* 26 0A. CiALY.
AL DRIP EDGE
SET IN FULL BED Or
SEALANT,)J' MIR
SPACE FROM DRIP
WATER PlISOMINC. lot
LAYER (2 LAYER PEEL 4
STICIQ WRAPPED PROM
SALC40NY DECK TO
CANTILEVER
J' THICK 3 COAT CEMENT
PLASTER
METAL LATk
WOOD SHEATHING.
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, 5TUCC:O WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING FDAFDER)
METAL LATH
5TUCC:O
WOOD OR -1116' ZIFD WALL
SHEATHING
-SELF-ADHESIVE FLASHING
(5"OJN FOR CLARIFICATION OF:
VINYL CASINQQ BEAD SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
(W/"L" FLASHING) - -
SCALE;NTS F 11;;IISHEATHINC3
2x FRAMING. MEMBER
J' THICK 3 COAT CV'1ENT
PLASTER
2 1/2' r.QBw93j29AQ
FASTENED TO SHEATHINd.
WRB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WR5 LAYER -2, FORTIFICIER
BUILDIW. PAPER
CORNER 5EAD
(FASTENER 4 SPACING *'VO.C.)
Cmu
1/2' THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD QP BLOCK
c_(
U)R5 LAYER ol,
STUCCO WRAP
WRIB LAYER 02, FORTIFISER
BUILDIW% PAPER-----,,
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ib'SELF-ADHERIW_x—
FLASHING
LUINDOLU FLANGE
WR15 LAYI
BUILDINGS
METAL L�
9' TWICX�
PLASTER
WSELF-,
FLASHIM
DRIP C
WINDOW
CASING BEAD (9� WINDOW
(FRAME, NO BAND)
WOOD SHEAT14ING
W i 11 UJR5 LAYER 01,
—UJR5 LAYER 02, FORTIFIBER
BUILDING PAPER
10
—METAL LATH
(EXPLoo ID I' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
P'A k C N I T I C T S
G r aDesign
oqusp -a=
LONGWOOD, FL �2
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 1
III DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-SM2628
Illo FAX: 8134RS6280;0"�
0
a LOT.
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
MOI)EIA
2368-DESTIN
GAIRAGE OWING:
LEFT
P'E�VALL
ASSEMBLY
DETAILS
V,150 MPH W.
MIR
ROINO A. ABOUCH
AIR NO 90723
F-1,2W 08/17/21
DA7W: —
SCA&M; 1/4"=1'-O"
SHE=
WA3
UJOOC) SHEATHING
WRE, LAYER 01,
STUCCO WRAP
URS LAYER 02, FORTIFIBER
IBUILDING PAPER —
METAL LATH
J' THICle, 3 COAT CEMENT
PLASTER — ___
6'SELF-A0HERfNG—
FLASHING
VINYL ANGL m�
CASING BEAD
DRI CAP
WINDOW FLANGE
WOOD SHEATI,
METAL LATH
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
UJR5 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
.MXPLODED J* THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRIB LAYER 01, —
STUCCO U)RAP
VINYL ANGLED
WRB LAYER 02, FORTIFIDER
5UILDIWG PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER --7-
ro'SELF-ADHERIN�G-
FLASHING __
WINDOW FLANGE
'__l
Y.'r.AP TYP
CA51NG BEAD
TO TRIM
IX TRIM MEMBER
0 8,TUC-C-0 TO
SIDING TRANSI
WR5 LAYER M,
STUCCO WRAP
J' THICK, 3 coAT CEMENT
PLASTER
METAL LATH
UIRIB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
UIR5 LAYER 01,
STUCCO WRAP
CASING MEAD
(o' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
18 (CROSS SECTION)
(i�__
WOOD SWATHING
I
IMEATWER RESISTIVE
ISAMER q
IMEATHEIR M816TIVE
.2
.2
BANRIER
X?1,1% �LAI' SIDING
6. 6ELr-ADHERING
FLAORM
L
KA614W.
IMEATHER RE616TIYE
STARTER STRIP
BARMER M
UJISATHER PM616TIYE
BARRIER 17
O'SELP-ADHERING
PLAS14M
GALV'D METAL]
&ALYD METAL
E
ING
'Z'PLASWW.
TRIM MEMBER
IL" CASING
X %sm0w
Im ME 'q
AL GAP U=AULKING
OR APPROVED SEALANT
*_j_W" Q_AfitW,
SIDING TO STUCCO
0 BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-541-14a, MIN. 2.5 L56,
PER 80. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICAT IONS)
WR5 LAYER M,
STUCCO IURAP
WOOD SHEATHING
WIRE, LAYER s2, FORTIP15ER
IUD= 0"TRUCTION
BEYOND
BUILDING F-Af-r:R------\
x''
WR5 LAYER 01,
IUOOD $14EATWWMG
WEAT14ER 616TIVE
PE646TIVE
THIcr, 3 COAT CEM ENT-�
STUCCO WRAP
PLASTER
UJEAT14EM RES16TIVE
BARRIER -2
WR5 LAYER n, FORTIF15ER
LAP blom
X111"AL
ANGLED
BUILDING PAPER
6' 6ELF-ADWERM
VINYL
FLASHING
CASING BEAD
METAL LATH
VINYL CAVING BEAD
STARTER STIQIP
J' THICK, 3 COAT CEMENT
(EXPLO ED
VIEW
PLASTER
CLARITY)
GALV'P MMETAL
UEA114
'Z' rLASWW.
ISARRI
=�X W SIMULATED
TRIM MEMBEIII
61 MIN.
cp 71
E-Z BEAD VINYL
(UW%'PLEXISLE Pl.-C
BACKA't RM)
CASING
BEAD (9)
RAISED
FLASHING
BA
THI 3 COAT
.r TER!
SCALE-�F-P'
IUEATMIR RESISTIVE
ISAWL"
IMEATMER RE STIVE
ISAMER -2
.. MI-F-AD"EFUNG
PLAS41W.
WEAT14EM RESISTIVE
BARIRIER 9 TO LAP
6* MIN. ABOVE TOP
or 71 FLASHING
WEAT14EIR R"ISTIVE
ISAIWER q
WEAT14EM FES19TWE
BARRIER .2
WFATMER RESISTIVE
IDAMER -1
(ww FLEXIBLE Pvr-
BACKER FWP)
SIDING TO STUCCO \—UJEATH9RPMtSTIVE
ISAIMBIR -2
0 FRA E TO FRA E
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR -1116' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING
THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
WINDOW FRAME
Tf WR5 LAYER 02, FORTIP15ER
BUILDING PAPER
E -Z BEAD VINYL CASING
(W/%' FLEX15LE PVC BACKER ROD)
WR5 LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING MEMBER
6' SELF ADHESIVE FLASHING
SWOOD
SHEATHING
2X FRAMING
MEMBER
DETAIL BELOW EXPLODED
FOR CLARITY
-----------------------------------------------------------------
Y4' GAP TYFI THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT
TO WINDOW METAL LATH
WRIB LAYER 02, FORTIF15ER
BUILDING PAPER
WINDOW FRAME
Wo
x A z
UJR5 LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
2X FRAMING
E-Z DEAD VINYL CASING
(W/%'FLEX15LE PVC BACKER ROD)
MEMBER
APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
EZ BEAD WINDOW
----I
F-A R C N I T I C T 3
6
GrobAaDesoln
u,
r,
1441 N. RONALD REAGAN BIND.
LONGWOOD, FL 32750
PH:407-774-6078
FAX: 407-774-4078
L �.abdeslgngroup com
AA #: 0003325
DRAFTING BY: =MAN
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: Si3-886-2628
FAX: 813-886-2802
0
mmm'
F-BUDDIV. Se Lom!"ll
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-041
MODEL.
2368-DESTIN
GARAGE SWING:
LEFT
PAGEWALL
ASSEMBLY
DETAILS
150 MPH E . B
A
r-PRINT 111111
DATM: 08/17 /91
8CAIJE: 1/4"=I'-O"
CASING S*mmT
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rA R C N I T I C T SN
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USING 1- A' NAILS AT EACH CORNER. FOOFING CEMENT
S14OULD EAF-EDMALL—LEEIMESNEART11E
OUTER EDGE AND AROUND �E ENTIM PERIMETER AS
C OUT—GOOSENE-VENTOPENINGNTIlEROOF
K�IVENDED IN SEVERE MATIlER
S—ING. SIM TI-IE OPENING IN AOOORDI WTH �
�T INOAIN. 1. EVENT A NE— VENT PAN IS
OONSTRUCTIONWNES.
USED , SIM T11E VENT OPEN NG IN ACCORDANCE WTH
VENT PAN NANU'A,,,LK.S PIPING 0.'-
DO NOT — I— TRUSSES OR RAFTERS MEN CUTTING
OFEN! - IN THE ROOF,
FITTON,
REMOVE INTERFERING SHINGUE NAILS — TINE
PERIME
OF TI-IE VENT — FLAT TO THE ROOF SHEA�— SLIM
TNE
TOP AND SIM — GES OF — VENT UP AND UNDER
SIANGLE AILL—ESOTTONIVENTFI.ANGESTOI-AY ON
TI-E TOP OF — SHINGUES,
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VENT DETAIL
SCALE, NTO
CUT
AT,
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WD OTUD WALL
I STEP 1
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FOLD 141 -
N At JAMMS 4 SILL
&-Oft SILL IW. TO EXTEMOR —
STEP 2
INSTALL &'—
SELP-APHEIRM
PLASLIM OVER
"m HEAD
FLASHING (IUITW DO
DAMW NAILM
PLAN=
INSTAL VINYL
CAP
ASP�ALT PLAS
MUDED AROUND
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ALIGN KASH
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i[N'
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i MEW a �
INSTALL &'VAIDE AC4661VE -
BACKED FLEXIBLE FLASHING
MATERI OVER DRIP CAP
JOINT (PIROTECTO'~
DT-240clL - SQUIv)
STEP 7 STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
5CALE:NT5
36'WDE
UNDERILA-Et
.F.
ROD 11
CE—
NOTE,
L IT 16 THE CONTACTORIS 110151-ONSIBILTY TO VERIFY
THE C01PAT BILMY OF ALL PRODUCTS RCLUDINS.
ROOF VALLEY DETAIL WOUbE~, [=ANT* 4 GELIII-ADHERINd.
SCALE, NT6 ILASH- MATERIAL. — -- CONSTI
2. NOTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN 6PECFIr-ATI"
UAIINM, SEALANTS MAY REACT ADVERSELY r NOT
O"ATIBLE.
NO!M�
CLEAN AND SEAL JAME, TO BILL JOINTS WIT14
DOW It" FOLLOWW. COMPI-ETION OF
EXTERIOR RETROFIT WOW
NOTE -
REPAIR SC14EM SHOWN SHALL 15E
IMPLEMENT 0 AT ALL WINDOWS WITH
EVIDENCE Or WATER INTIRIJISION 15ELOW THE
WINDOW OPENING.
1 SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
12111
APMY 061 IOU (01
EQUAL) SEALANT -
PLUID APPLIED
n.wW. (LANCO
WHITE-61EAL W-ft
on EQUAL).
OLD" SILL TO ex
NOTE,
L IT 16 THE CONTACTORS, FIXOPOINUNEWLTY TO VEROY
THE COMPATIBILITY OF ALL PRODUCT6 NC-LUDM
WALANTO 4 SELIA-ACHEINNO K.ASWW. MATERIALS
- CO"STIB=KX
USED DUFUW
2. FLA04M AT EXTENSOR UNNO01A AND DOOR
OPEN!4354 014ALL BE MTALLED IN ACCORDANCE
UNT14 MANURACTURI INSTALLATION NSTRUCTI"
AND APPROVIED METHOD 11 OF FW MV31A
U N AOCOI UT14 FUNINSTRATIO"
MANLrACTUPER* INSTALLATION AND FLA614W.
WARININC, SEALANTO MAY REACT ADVERSELY P Nat
COMPATIBLE
WALL FLASHING INSTALLATION
DETAIL (MASONRY)
SCALE, NTS
Moign
PH: 407-7�4-6078
FAX: 407-774-4078
�.abdeslgngroup.com
com
AA #: 0003325 j
F DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813.886-2802
TIM
49
0
sunDiv. & LOT-N
SILVERADO
LOT #4
BLK #10
"""'T
03719.0?1-04101
MODEZA
2368— DESTIN
GARAGE 81101MG:
LEFT
"'WALL
ASSEMBLY
DETAILS
V,..150 MPH FR. B-j
A
1%. '4A NO W7= I I
(.PAM.XT 08/77/271)
I 8CALE: 1/4"=I'-O"I
ZT`
WA5
2x(o SUB-BANb
LU/I'x4' NOTCH a
END, WRAPPED IN
FEEL 4 STICK
DRIP EDGE
1/8' TEXTURED
FIN1514 a WOOD
1/2' TEXTURED
FINISH s CMU
METAL FASCIA WRAP
Ik
2X6 SUB
1/8' TEXTURED
FINISW 0 111000,
1/2' TEXTURED
FINIS14 * CMU
METAL LATI-I
\--W000 SHEATIIIW3
OR cm
-WR5 LAYER -1,
STUCCO WRAP(FRAME ONLY)
WR5 LAYER f2, FORTIF15ER
SUILDIWs PAPER
(FRAME ONLY)
11 - R00rW3 CEMENT
METAL FASCIA
WRAP Ya' FROM FLAN E3
STUCCO, V FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2Xro
SUB BAND ONLY
ROOF KICK OUT REMOVED
FOR CLARITY
--- \Roor- DEC< (BEYOND)
DRIP EDGE, V OFF WALL
/'-"�NOT INTO STUCCO)
DRIP EC*E
METAL KfCK OUT
1/8' TEXTURED FINISH
/WOOD, 1/2' TEXTURED
FINISH 0 CMU
N/"-, �/2xg, SU5-5,4Nr-> W/I'x4'NOTCP a
r=ND, ujp.AFF-rzc> IN FEEL 4 STICK
(2)ELEVATiON
METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2
A
OFF WOOD LUALL
(=--�FLAN A
\��j
PRE-ENG'D TRU55 TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FIN15H
2'x4'x4'-O'
SCABBED TO T"5
W/12cl NAILS ro'-8'
O.C. MAX.
2x SUB-15AND WIV2*x4'
NOTCI,4 a END
METAL FASCIA WRAP
DRIF EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL e WALL
SUB BAND DETAIL(& WALL.
W/KICK-OUT
�ME OR CMIJ
T PAPER
DRIF EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' A50VE 50TTOM OF
DRIP EDGE
2x SU5-5AND
W/%'x4' NOTCH a
ENE), WRAPPED IN
FEEL 4 STICK
*ROOF CEMENT 0
ROOFEDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL <IC< -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' A50VE 50TTOM OF
DRIF EDGE
2x SU15-15AND
LU/%'x4' NOTCH 0
END, WRAPPED IN
FEEL 4 STICK
-ROOF CEMENT 0
ROOF EDGE
OMITTED FOR
CLARITY
6
De I n
G r ZS02m
I
60,
1�1 W. MUNALIJ KLAUAN BLVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdeslgngroup.mm
AA #: 0003325
I'l DRAFTING BY: Mm"'Ill
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813;:=�
elm
0
F-SUIBIDIV.
SILVERADO
LOT #4
BLK #10
PROJE'T
03719.00T-04101
MODEL.
2368-DESTIN
OARAGE SWINO:
LEFT
"EWALL
ASSEMBLY
DETA
150 MPH . Bj
01
[PptlNT
DATE: 08/17/211
SCAlX: 1/4"=I'-O"
SHEET
WA6
4" CONC.—\�
SLAB
0
z
0 ao
4W-G"
17'-2" 15-l"
I'll,
T-1 0"
6.0"
V-4",
9.41
— — — — — — — — — — — — — — — — — — —
TE-1
-
FM-16Xl8
FM-16Xl8
1 3
4" CON C
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.
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I
1 I
IL— — — — — — — —
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LbI I
-3 1/240
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2'-5"
L
Tt-2 I
I
12
0'-0" FIN. ELEV.,o
FIN. CONC. SLAB
I" PVC CHASE
FOR ELEC @
ISLAND
13'-2"
34'-10"
:t
x
2'-8"
I
— — — — — LE-1 — — — — — — — — — — — — — — — — —
EXTEND
-3 1/2"*
SLAB 1 1/2"
01
5
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I
IT-4"
24'-4"
20'-47
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EXTEND
SLAB I 1/2"
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bo
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24"X24'�dT' CONC. I
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18
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12' 5.
I b -o"
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L
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4'-4" 6'-4"
T-10"
T-2"
91-
13-l"
48'-0"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0",
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION �0'-O", 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 1/2" 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
VIANDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
1 0. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
I 113INDICATES #5 BAR, EIINDICATES #6 BARENDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REtNF. 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 PLANS.
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 (TOP 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 WTH TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE VIATH TIVIS 402/602-16, USING: Fm = 2,000 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 i OF SLAB SUPPORTED
T-O" OIC MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
I REINF.
REMARKS
WM114XWI�4 OVER
GENERAL
3 1/21
1
j6x6
L VA OR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDEC NER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDAT11 N, WITH 3C'* LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF
TOP REINF.
T.0,F.
SHORT
I LONG
FM-16XI8
16,
CONTINUOUS
19,
FMC-16x18
16"
CONTINUOUS
191
s
#5 IN CURB
VARIES
F�2424
24"
24"
17,11,
(,)Q"-O"
TE-1
61
SEE PLAN
81,
1) #5
1 k;s
00`0"
TE-2
81,
SEE PLAN
=-
#6 IN CURB
(401-o"
FOUNDATION PLAN
SCALE: 1/4" = l'-O"
I R C N I T I C T 8
6
aDeson
1
GrAoLlI.C.-
41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
RAFTING BY
A.B. DESIGN 7GROUP
DRAFTING INC.
6439 BEAUMONT CENTER BLVD.
SUITE1004
TAMPA, FLORIDA 33634
PH 81"116-26,28
.0,
FAX 2.0,
!rvm
a tic
lig
BU13DIV. ac LJOT;l
SILVERADO
LOT #4
BLK #10
PROJECT
03719.00f-04101
MODET-
2368-DESTIN
GAMAGE 9WING:
LEFT
PAGE:
FOUNDATION
PLAN
%150 MPH EA
3Y'
MIN. EACH WAY
MONOLITHIC FOOTING
z
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
rT
CELL SEE PLAN FOR SIZE AND
(L
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
SP ACING REQUIREMENTS
rT
LLI
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-
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1 CORNER BARS, SAME SIZE AS LARGER BAR
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1
IN FOUNDATION WITH 3(r'LEG EACH
b
WAY AT ALL CHANGES IN DIRECTIONS
TOP OF
_u 111 10 TOP OFeL
0
SO THAT THE STEEL REINF. IS CONTINUOUS
1 3
MATCH AMOUNT OF CONTINUOUS BARS
Lv
LAR ES
EXT. PORCH SLAB
SLAB
JTE' L
S EE SLAB SCHEDULE
4 HA.E'
4" CHAMFER (1 -STORY)
C
7A
EXT. P R H SLA 1
I �T.l H'A�-IIAGE
—SEE SLAB SCHEDULE
CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
1 *1 ISO ON
W/ 112 LA ION
(WHERE 0
JO NT IER 0 -
gAND
6! FE
- CHAMFER (2-STORY)
. F
#4 24"
TIC
IS LATIO",
W, "Zp
41' CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
APPLICABLE)
SEE HEDULE
C
SC
S #5 30"
JOINT(WHERE
APPLICABLE)
EE SCHEDULE
4,
WF EN TRANSITIONS ARE MADE FROM FOUNDATION$ HAVING
FOR WxD, BAR SIZE
V , ,
#6 36'
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
BAR QUANTITY
AND BAR QUANTITY
NUMBER OF BARS (ie, 2 TO 3, PROVIDE 2 BARS), UNO
#7 42"
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
G�ARAG
CORNE
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS,,V'OIC BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL PLAN
GARAGE DOOR
<
2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING
4�1 RECESS
LLI
WALL W1 SYP
5
wg�
No 2 LIDS SEE PLANS FOR
SNG
a
a (L
NEW REINF. BAR
SPA CIT SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/
1/2'W" WEDGE ANCHOR W/ Z'
ww
90
SECURED W1 2- PART
TO BE PT� PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH
10
U)
2' CAPPED
EPDXY. MIN. EMBED
PLATE EPDXY 5-IrZ'EMBED MIN, 0 16" OC
\\—CURBFOA
GALVANIZED PIPE
WIFLANGE @ BASE
8". LINO
< FOLLOW ALL MANF.
SIMPSON SPH4 OR SPH6 MAk
STM AND TOP P ATE
'L
MASONRY
_b
SPECIFICATIONS FOR
USE AND
PREPARATIONOF
ANCHORS W/ 10d x 1 1/2,
COMMON NAILS FILL ALL. (1)
UNIT ET
S
AT EUESV:
HOLES, DO NOT USE 10d w
0,_(Y,
Z W HOLE
x T w SEE SLAB SCHEDULE
SECURE FLANGE TO
w
SLAB W/(4) 114" X 2 114"
OMOP' _1F
TAPCONS
%y611
SLAB
jy
A
RECESS AROUND GARAGE
EQ EQ -SEE SCHEDULE
ft'f��FOR WxD, BAR SIZE
AND BAR QUANTITY
ADDING BAR TO
r_,_'�INTERIOR CURB FOUNDATION WOOD WALL
----------
LAP TOP PLATE A MIN� OF 48'
AND NAIL W/ 16d COMMON
MONOLITHIC FOUNDATION
VERIFY HEIGHT
11
NAILS, 2-ROWS, 4" O/C BTM.
SCALE: -T-11'
LAP TO OCCUR OVER STUD WALL PLAN
2X4 OR a6 WOOD BEARING PROVIDE BLOCKING
WALL W1 SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT
PROVIDE DEL. TOP PLATE SECURE BT PLATE TO
.. Od MASONRY
LAP TOP PLATE A MIN. OF 48"
NAIL 1�
�!Q'C STAGGERED.
AND NAIL W1 16d COMMON
ADDITIONAL METAL
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
CON NECTORS NOT
LAP TO OCCUR OVER STUD
OF WALL W1 PLAN
CELL SEE PLAN FOR SIZE AND
REQUIRED WHEN NO
SPACING REQUIREMENTS
UPLIFT IS PRESENT.
2X4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
z
z
w
W SEE SLAB SCHEDULE
WALL W1 SYP No 2 STUDS SEE
PLANS FOR SPACING SINGLE
BTM PLATE TO BE PT.
SECURE BT PLATE TO
w
Ti�OP10'F SLAB
P ROVIDE DEL. TOP PLATE
SLfOjCW11TA MASONRY NAIL
jg S GGERED.
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT
Ow
8" CMU WALL
b;�
=J
POURED LINTEL CONT. (TYP I
8" CMU FILLED CELL (TYP.)
A,
�'6 TOP OF SLAB
SLAB SCHEDULE
2X WALL FRAMING
EQ EQ.. SEE SCHEDULE
FSEE
FOR WxD, BAR SIZE
z
SEE SLABSCHEDULE
1/2" DIA. SIMPSON STB2 BOLTS 6'
." . ", I.
r
AND BAR QUANTITY
OF OF SLAB
IF
MINIMUM EMBEDMENT INTO
A;`
"ISOLATED" COLUMN PAD
E
GROUT D CELL, 4" FROM ENDS AND
INTERIOR CURB FOUNDATION WOOD WALL
bo
CENTERED UNDER WALL AND
16, 0 C VERTICALLY MAX
POU RED MONOLITHICALLY WITH
FOUNDATION AND SLAB
SCHEDULE
4
SEE SCHEDULE
��SEE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
ANID — QUANTITY
AND BAR QUANTITY
VARIES
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
INTERIOR
FOUNDATION WOOD WALL
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
(NO UPLIFT)
10
SCALE: 3/4"=T-0"
SCALE: 3/4"=V-0"
el) S-CONT.
SHOWER RECESS FOOTER
SCALE: V=V-0"
i R C N I T I C T 5-1
6
2Nts log n
Groulfm
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdesigngroup.wm
AA #: 0003325
III DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134186-2628
FAX: 813-886-2802 04
rouDDIV. ac LJ07�1
SILVERADO
LOT #4
BLK #10
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LEFT
PAGE:
DETAILS
%,.150,KPH E)U� Bj
A R C N I T E C T!
,T-7'
9,-4„
6'-2"
Y
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14'-6"
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4'-10'
1'-0"
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n 18,11, t 0'-0„
27'-4°
DOWEL PLAN
SCALE: 1 /4" = 1'-0"
GroupLn C.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-774307.
www.abtleal�group.com
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813Z6-2628
FAX: 813-886-2802 00
SUBDIV. ae LOT:
SILVERADO
LOT #4
BLK #10
PROJECT
03719.00-1 04101
MODEL.•
2368- DESTIN
GARAGE SWING:
LEFT
PAGE:
DOWEL
PLAN
150 H . B
SCALE: 1/4"=1'-0"
SHEET
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TlE VER 1,CAL REBAl
T
A
T HORIZONTAL
_.AR HOOK
Z
"CUT ...... r
.k VARIES PER ELEV.
t
.1 1 j
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CLEAN OUT REQUIRED
FOR INSPECTION
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REBAR W/ 10" HOOK
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;D DOWEL IN FOUNDATION.
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OFFSET METHOD CONTINUOUS 11 SIZE 48 BAR DIN
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36"
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(D 06
#5BARS
FE-1 a.1
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MASONRY SYMBOLS
3 SCALE 314"=V-0"
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LONGWOOD, FIL 32750
PH: 407-774-6078
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AA #: 0003325 d
F, DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING NC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: S13-886-2628
FAX: 813-886-2802
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LOT #4
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GARAGE SWING:
LEFT
PAGE:
DETAILS
V.150 MPH EXP.
I
I ROINJAW A. ABM%>iAOA I
AR NO 931W
F,PltlNT
DATE: 08/17/21
SCALIE. 1/4"=l'-O"
SIM T
ST. 2A-A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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
MANUFACTURERS SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. 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 REVIEWAND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36,.177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM U-1)", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
D E SSCZR EIPITl 0 IN
REMARK
(D
(2) 2X12
GENERAL NOTES
1.) CODES
1.1 FLORIDA BUILDING CODE 7th EDITION, 2020 RESIDENTIAL SECTIONS R402.2 & R606.
1 2 FLORIDA BUILDING CODE, 7th EDITION, 2020 BUILDING, SECTIONS 1901.2 & 2107.
13 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 316-14).
1.4 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES
JMS 402/602-16)
1.5 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES (ASCE 7-`16).
2.) CONCRETE:
2.1 CONCRETE COMPRESSIVE STRENGTH AT 2B DAYS:
2.1.1 PRE-CASTW/STANDARD REINFORCEMENT4000 PSI MIN.
2.1.2 PRE-CASTW/PRESTRESSREINFORCEMENT-600O PSI
2 ' 1.3 GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8- TO I V SLUMP.
2.2 REINFORCING BARS:
2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION
ASTMA615/A615M (GRADE 60)
2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD)
ASTM A615/A615M (GRADE 40),
2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI
2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14.
2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
2.6 D4.5WIRE PER ASTM A1064/AlO54M
3) MASONRY:
3.1 CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90, NORMAL MIGHT WTH
MINIMUM NET AREA COMPRESSIVE STRENGTH 20OOPSI.
3.2 MORTAR SHALL CONFORM TO ASTM C-270 TYPE 'M" OR "S"
3.3 FULL MORTAR JOINTS ARE REQUIRED
3.4 MINIMUM AGGREGATE 28-DAY COMPRESSIVE STRENGTH OF CMU AND MORTAR SHALL NOT
BE LESS THAN FM = 2000 PSI. MASONRY STRENGTH SHALL BE ESTABLISHED BY THE "UNIT
STRENGTH METHOD" OR, ALTERNATIVELY, BY THE "PRISM TEST METHOD" WHERE USM
REQUIREMENTS HAVE NOT BEEN MET.
4) STRUCTURAL:
4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WTH A MINIMUM
ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION, 2020 RESIDENTIAL,
SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION, 2020 BUILDING, SECTION 21041
4.2 SAFE LOAD VALUES BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318-14 AND TMS 402-16
4.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY
CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE
FACE OF THE SUPPORT.
4.4 FOR LINTEL LENGTH AT V-13" OR GREATER, VERTICAL CELL FILLED SOLID WITH GROUT AND
MINIMUM ONE (1) #5 VERTICAL REBAR IS REQUIRED AT EACH END OF THE LINTEL.
4.5 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY
SUPPORT, NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT.
LIFT BEAM PLAN_
SCALE: 1/4" = V-O"
A R C N I T I C T 8
WrDon
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LL,
Group =_
441 N. RONALD REAGAN BLY
LONGWOOD, FL 32750
PH: 40T.774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
III DRAPING BY: -o"IIIII
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134W2628
FAX: 813-886-2802
d ZON
rstmDlv. & X,074
SILVERADO
LOT #4
BLK #10
PROJECT
03719.00T-04101
MODEL.
2368-DESTIN
C;AatAGE 19WING:
LEFT
PAGE:
LIFT BEAM
PLAN
%4,,150 MPH EXP. Bj
F'PRINT
DATE: 08/17/21
OCAIX; 1/4"=l'-O"
81-MET
III.. S 2
NOTES TO THE INSPECTOR/CONTRACTOR FWA—l",
1. PLACE LINTEL ACROSS TOP OF OPENING Typ
BON 11 BE M
2 IF OTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
i PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 1�4
PLACE STEEL
HEIG T
0� REINFORCING (L2) 4 THHE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
\A AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
TWOCOUR E ARE BONO BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8 6.
5. SHOULD STHSE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND'B'XEIAM
W
#5 C RNER BAR W/ 30" LAP FOR EACH
30 ' FOR EAC4H
0 URSE OF BOND BEAM S OMITTED AND A LINTEL IS PLACED. THE STEEL
CREINFORCING
IN EAM —
COUORSE OF BOND BEAM
D
FOR THE BIOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
VERTICAL REBAR W/ lCr* HOOK :
R HOOK
W, "'.
6 UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP.
8xl6 DBL. BOND TOP OF
BEAM W/ #5 BAR BOND BEAM
3�f
EACH COURSE
8.8 BOND BEAM TOP OF
*_
W/ (1) #5 BAR SONDBEAM
0" 1Y ICAL
3 MI. Ty
F FILLED W/ GROUT
OM
A� 0 �NFILUED GROUT SOLID FROM �TOP
_'FOF
NOMINAL Ll NTEL TO TOP OF BOND OPENING
#OF #5'S, IN 2ND BOND
WIDTH BEAM COURSE BEAM, IF FILLED LINTEL
#5 BAR IN BOND BEAM
SEE NOTE 5
/
-
_1 x
16 1
B 8 8 PRE -CAST CONCRETE
LINTEL W/ (1) #5 BAR (1-2)
�l
N MINA LENGTH OF BAR = WI MASONRY
0 DTH OF
7.
HEIGHT # OF #5'S. TOP OPENING - 2"
CORNER
IT IS THIS E GINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION
THAT XFXX -lTllM/0B INDICATES A DOUBL BONDBEA OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 314-T-01'
EBOND
REINFORCING OF BOND BEAM
AND XFXX- 1T/OMtOB INDICATES A SINGLE BEAM PLACED IN LINTEL LINTEL, W10 STEEL (1-1) REFER
INTENT
ITI THIS ENGINEERS TO PLAN FOR LOCATIONS
AND XUXX - IT11M)OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
INTEL
AND XUXX - IWOM1013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2K4 (MIN 2 X 3)1-3/16
SINGLE BOND BEAM
�Z
TAPCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION
E�' LE
H E
SHANKSIZE. 1 45 MIN HEAD I
WINDOW
SIZE.3 MIN EMBEDMENT 1
S NGLE BOND BEAM
1X') 8!' FROM EACH END AND
AT LOWER ELEVATION
JS' 0 C MAX. MIN 1-114'
EMBEDMENT
#5 BAR BENT
ASSHOWN
2x6 (MIN 2 X 3) 2-3/16 TAPCON
PRE -CAST 114'
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE.300
SI
MIN EMBEDMENT 1 111V') 8"
SLOPE
FROM EACH END AND 18"
O,C. MAX. MIN 1-1/4"
EMBEDMENT
?HEATHING
b
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
V
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AS TO ALLOW BENT
SIZE 300 MIN EM13EDMENT 1 2X4 SOLID BLOCKING —
BAR TO BE PLACED IN
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W1
Up PER AND LOWER #5 MIN. REQUIRED IN
1 MAX MIN 1-1/4" MIN. 212d PER BLK. EA, END
8!'0 CMENT
B OND BEAM EACH CELL HOOKED IN
EMBED
T BOND BEAM Wl
7/16'OSB S
SOP
TANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNER BARS
ARCHWAY FRAMING DETAIL
AT CORNER STEP
LINTEL SO THAT VERT,
REINF. BAR CONTINUES
—THROUGH LINTEL,
SINGLE #5 CORNER -------
BAR, 30x3O TURNED Up
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND.BEAM
8xB CMU PIER
u
PROVIDE #5 BAR
W/ SINGLE OR DOUBLE REINF. SARIS),
AT EACH SIDE
SEE PLAN.
STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND.BEAM CHANGE
LINTEL
CHANGEIN
ELEVATION OF BOND BEAM
I R t III I T I C T I
6
G r ZNsign
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdesigngroup.wm
AA #: 0003325
ImDRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE1004
TAMPA, FLORIDA 33634
PH: 813.8862628
rsulgDlv. & LOT�
SILVERADO
LOT #4
BLK #10
PP.OJE'CT#
03719.001-04101
MODEL.
2368— DESTIN
c;
LEFT
PAGE:
DETAILS
Q50 MPH EXP.
m
A. A
NO
F'Pptn4T
DATE: 08/17/2�1
IBICALE: 1/4"=l'-O"
1191PMET
S2. 1A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR.
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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 VIATH
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.
B. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4').
9. 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 REVIEWAND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36,.177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
I ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN
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441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
�.abdeslgngroupxom
AA #: 0003325
DRAFnNG BY:
A.S. DESIGN GROUP
DRAFrING INC.
[5439 BEAUMONT C]ENTERBLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-M-2628
. .0
FAX: 813-886-2802
T-99
laillIFF
am
r.SUB3DIV. & L074
SILVERADO
LOT #4
BLK #10
PROJECT#
03719.001-04101
MODEX.
2368-DESTIN
GARAGE SWINO:
LEFT
PAGE:
FRAMING
PLAN
%,150 MPH ER, B_j
F,PMNT .1
DATE: 08/17/21
8CAL,E: 1/4"=l'-O"
9HEET
S 3
0
A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 �'NAILS TO TRUSS
842) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) led x 1 �'NAILS TO TRUSS
DBL STRAP, I EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C�j) SIMPSON LGT2 GIRDER TIEDOWN WITH
�16) 1 Od x 3 *'NAILS TO GIRDER AND
2) SIMPSON HETA16 TRUSS ANCHOR$
WITH (12) led x 3 �* NAILS TO GIRDER
IX2.2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W1 (3) led
GALV COMMON NAILS.
1�2 SECURED W/ 10d
GALV COMMON NAILS
12. 01C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFNVALLIFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE A PT SYP #2 2" x 4!',
6". 8" x 4'-0" MAY BE ADDED
W1 IDd NAILS, 2 ROWS, 3'
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEEREDWOOD
TRUSSES @ 24' O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT U:1810 LSS, L770 LBS (1 PLY)
B ALLOWABLE UPLIFT U:2365 UBS, L1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT U 2706 LBS (2 PLY)
S1A 113 1 TYPICAL TRUSS/ SCAU5:314"=l'-0"
SS GIRDER CONNECTOR(S)
LNCKER&M
THEMESS
750-0
_
314-WOODPANELS
6000
(2) IQ" WOOD PANELS
60
(2)112"WOOD NEILS
90
2x LUMBER
3/41' T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG I -JOIST
5/8" GYPSUM BOARD OR 1/2'HIGH
STRENGTH CLG. BOARD
SECURE I -JOIST TO TOP PLATE
W/ (2)12d TOENAILS
DOUBLE TOP PLATE
2x4 OR 2X6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT,
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
I/Z'GYP. WL. GO,
SEE SHEET Sl. 1 A FOR
NAIL SIZE AND PATTERN
r_,_'�I-JOIST CONNECTION @ L.B.W.
�,��UE, 3/4"=l'-U' (NO UPLIFT)
OUTER 1/3 OF
SPAN ONLY
BTM� -
PLATE
DEPTH 1/4*0
—HOLE EDGE >518"
—HOLE DIAMETER
2/5*D SOL STUD
I /,HOUE EDGE >5/8"
1 ""—H.LE DIAMETER
� 3/5*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
�,���SCAUE �11/2
0 24" O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
(9) 1 Od x 1 J'NAILS TO
GIRDER. PROVIDE 5'
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLI FT
CONNECTOR
PLYWOOD SHEATHING, SEE
"ROOFNVALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 Z'x 4",
6", 8" x 4'-U'MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
�A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) J'x 5" TITEN HD TO CMU AND (12) SDS
I
J'x 2 j'T0 GIRDER
B41) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) J'x V'TITEN HO TO CMU AND (18) SIDS J'x
lx2,2x WOOD FASCIA
3" TO GIRDER
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS,
(2) �'x 5"TITEN HE) TO CMIJ AND (18) SOS J'x 3"
IX2 SECURED W/ 10d MASONRYBOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM
ENSURE THAT CELLS ARE GROUTED
17, Oic SEE SCHEDULE
SOLID, WEACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.)
r _Y_"\�C TYPICAL ROOF
2A 213 2
GIRDER CONNECTOR(S)
SMES
BLOCK
BACKER 7
THICKNIESS
ANELS
1�1 l-O. PANELS
:0.
d
E_'-7'��
'211... D PANELS
PANELS
LUMBER
LST JA'2 2(' GAUGE ON NAILS, 1111 311" WOOD P
' Od,1'2 HDG CO
EACH END T.TAMMF 10 6000
(2)112 " WOO
60
(2)1/2"WOO
,\IWO
90
2x LUMBER
LVLIWOIST WITH
BACKER BLOCK
I
HTTI Wl 1113" A .. WITH
MIN. 7" EMBEDMENT
TO SLAB & (18) 1 6d x
2-1/2" NAILS TO POST.,
POST TO SIT DIRECTLY
ON SLAB
4-
r�- �LVL/WvOOD POST CONNECTIONS
SCALE 3/,V=l'-T
C; .
.1
w I
NOTE:
W-WHEN TRUSS BEAR ON TOP OF LEDGER USE SIMPSON HTS20 FROM
LEDGER TO TRUSS. U�1310
I rmM
M"
1
m"m
WE
NNE
mm
WIM,
Imimm
mmmml
Em."I
mm
EBk
A -SIMPSON HUS28 G � 1200 LBS, U - 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 6' MIN,
EMBED (22) led GALV. COMMON NAILS AND (8) led GALV. COMMON NAILS.
B_SI MPSON HUS28 G � 2400 LBS, U � 1425 UBS Wl (2) 3/4�` SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
EMBED (22) led GALV. COMMON NAILS AND (10) led GALV. COMMON NAILS.
C - SIMPSON HGUS28-2 G � 2400 LBS, U - 1810 LBS W/ (2) 314"' SIMPSON TITEN BOLT/J-BOLT, 5"
M IN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
D - SIMPSON HGUS28-2 G 4800 UBS, U < 1810 LBS Wl (4) 3/4"1 SIMPSON TITEN BOLT/J-BOLT, 5"
M IN. EMBED (36)16d GALV COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G � 4800 LSS, U � 1810 UBS Wt (4) 3/4"' SIMPSON TITEN BOLT/J-BOLT, S'
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
WOOD LEDGER
ATTACHMENT DETAIL
( SCALE -'=V-01'
# 1100 UPLIFT SIMPSON -
HTSM20 W/10 10d TO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W11 0 1 Od TO
TRUSS AND (4) 1/4" x 2 1/4�'
TITEN2ANCHORSTO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
Z'COVER 8, Z'APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
6-0" MAX (W/lX4)
OR 10'-0" MAX (W/2X4),,
(2) 2X4 No 2 SYP DIAG
2X4 BLOCKING BETWEEN
BRACEWI(3)12d C
TRUSSESWHERE
TRUSS (DIAG. BRACE TO
X-BRACING IS PRESENT AT
COVER 5 TRUSSES)
4'-01' O,C, (AT SHEATHING
U-TTO 30-4- (1) X" BRACE
SEAMS)
30'-l" TO 60'-0 (3) 5C BRACE
SECURE 2X8 PT. PLATE
�'�::X' : BRACE @ CENTER
TO BLK Wl 1/2" DIA.
2 X' BRACE DIVIDED EQUALLY
ANCHOR BOLT Wl T
FROM CENTER TO END.
WASHER SET IN HIGH
2x WOOD FASCIA"
STRENGTH EPDXY 6'
SEE ARCHITECTURAL
MIN. EMBED. AT 32" OC
lx4 DIAGONA
MAX
BTM.CHORD
PRE-ENG GABLE TRUSS
SECURE GABLE TO 2X8
BRACING, SEE
P T. PLATE W1 12d's 8"
PLAN FOR LOCATION
STIFFBACK (AS PER
O.C. MAX
MAY NOT BE
REQUIRED
TRUSSENG) _:lCONT.
2X4 SECURED W/
(2) 1 Od's @ EACH TRUSS
TO BE INSTALLED
BTM. CHORE) OF
10'-(Y'O�C. MAX�
WOOD ROOF TRUSSES
Ix4 BTM. CHORD BRACING 6'-TO/C ---J END WALL OR OTHER
MAX., OR 20 BTM, CHORD BRACING END TYPE CONDITION, IF
I(Y-0" O/C MAXSECURED Wt (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BFLACING
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
_gCHEDULF,
SCH ift MMINgf
Llll��
SEE SCHEDULE FOR BOLT SIZE
LSEE LEDGER SCHEDULE
5 IlTMIN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
PLACED INTO GROUTED CELLS, 8" ALL AROUND
BOLT,
2. END OF FRONT AND REAR LEDGER SHOULD
LAP A MIN OF 4'-0"
3 ALL BOLTS TO HAVE WASHERS
4, EXP. BOLTSIJ-BOLTS SHOULD NOT BE ANY
to
w
CLOSER THAN 6" OIC,
5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
(2) PT
DIA. X 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
&EDGE SPACING]
CENTRAI.SPACENG
A
DOUBLE 2<8
Irz,
ell O/C
16" OIC
B
DOUBLE 2X8
3/4"
81, O/C
24" O/C
C
DOUBLE 2X10
1/2"
81, O/C
16"O/C
D
DOUBLE 2x10
3/4"
91 O/C
24" OIC
E
DOUBLE 200
3/4"
61, O/C
F
DOUBLE 202
3AV
1 6" O/C
(SWOOD LEDGER DETAIL
_YL02�1_E: -'=l'-'
SEE SCHEDULE FOR
BOND BEAM REQ.
BLOCK WALL W/ GABLE END
��� - �EN GD DTR U S���
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 (Fl 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 T\AAST STRIP IS NOT EQUIVALENT TO
A SIMPSON HIOA OR _GT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
FORCES ALL AT THE SAME TIME FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO Fl AND F2 FORCES.
ALTERNATE MATERIALS
SCALE:
i R C N I T E C 7 8-1
6
Design
G r2b tuslOn �m
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
v�.abdesigngroupxom
AA#:0003325
0-*
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134;86-2628
FAX: Si34986-2802
BUDDIV. Z LOTN
SILVERADO
LOT #4
BLK #10
P3FtOJlCCT#
03719.001-04101
MODELA
2368-DESTIN
GAdPtAGE OWING:
LEFT
3PAGE:
DETAILS
%,.150 MPH EXP. Bi
In
a
F'PR
,D,W 08/17/21
8CA,LE: 1/4"=l'—O"
SHEET
S3. IA
2X4 STRONGBACK SECURED TO
EACH TRUSS Wl (3)16d COMMON
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
FLOOR DECK
2X6 PT TERMINATION �
BLOCKING SECURED TO WALL
W1 (6) W16- x 4 TAPCONS
SIMPSON H6 Wl (8) 8d
COMMON NAILS, EACH
END EVERY STUD OR N
EACH END OF "BUNDLE'
OF STUDS —
PLYWOOD FLOOR
SHEATHING
FLOOR TRUSS OR
GIRDER TRUSS
SIMPSON H6 Wl
1818d COMM - I
EACH END
KkTE-�TRAP'S"Wi 1,0d xl
1/2" HOG NAILS
DBIL PT 24 BUK'NG BETWEEN
TRUSSES W/ 10d 0 3'O.C. 1ST PLY
INTO LEDGER AND lod 0 3" O.C,
STAGGERED UPPER PLY INTO 2X6
13ELOW
8" CMU WAUL—
REiNF PER PLAN
2x4 STRONGBACK, WALL / FLOOR FRAMING,
FLOOR BRACING TRUSS PARALLEL TO WALL
SCALE 314'=V-01'
2x STUDS PER PLANS
DBL PT 2K6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C, 1ST PLY FLOOR DECK
INTO LEDGER AND 1 Od 0 3" O.C� #8 WOOD SCREWS 2x4 BLOCKING@ EA BRACE, NOTE:
STAGGERED UPPER PLY INTO 2XI5 x 2" LONG C 3" 0,C,; TOENAILINTOTRUS W/(4)16d STRUCTUR I -SHEATHING
BELOW - STAGGERED OFF S OT A
CENTERLINE OFF 2x6; NAILS@ EA END MUST N BREAK WITHIN
3/4" ASSHOWN 2x4BRACE@49'OC W(5)12d 1'4'MIN. FROM 2ND. FLR.
NAE� EA END LINE
DBL 2XI LEDGER "F
0,
To U W/ lr2'EXP. SOLT 8d RING SHANK NAILS I '. MAX
8" CMU WA AT lC6M . C, AN ) 3" FROM INTO 13LOCKING
Ell. Wl MIN 5-1C/2.' EMBED.
REINF PER PLAN
'AL"N 16d NAILS @ T'O.C. MAX
l z
0,
h
2x4 PJ CEILING
NAILERWI
MASONRY NAILS
012" O�C,
1X2 FIRE-STOP-
;�Q�-k-14"
NAILING PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
R a�flf REPAIR DETAIL IF
O�R LEDGER INSTALLED TOO LOW
AT TRUSSES PARALLEL
r;_'�TO EXTERIOR WALL
PRE-ENG GABLE TRUSS —
2X4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C� (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
SECURE 2X6 PT PLATE TO SLIK -
W/ 1/2'DIA. ANCHOR BOLT Wl 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6'MIN.
EMBED AT 32' OC MAX
SECURE GABLE To 2X8 RT.
PLATE W/ 12d, s 8" 0 C. MAX
PRE-ENGINEERED�VCOD U,
FLOOR TRUSSES SEE 197 —SEE SCHEDULE FOR SEE SCHEDULE FOR
FRAMING BOND BEAM REQ. BOND BEAM REQ.
SIMPSON HETA Q
37' 0. C . MAX.
(VERIFYW/TRUSS SECTION DETAIL
PLAN) AT PARALLEL / PERPENDICULAR
PRE-ENG FLOOR TRUSSES
PRE-ENG'D WOOD
TRUSS (TYP) 0 24" O.C,
MAX
FOR STRAPPING
VERIFY
W1 TRUSS PLAN
CONC.POURED
LINTEL COURSE
CONT. 2X4 SECURED W/ (2) 10d's a EACH
TRUSS TO BE INSTALLED @ 10-4- O.C. MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
STRAP TRUSS TO PL,
SEE SCHEID. BELOW
TRUSS TO TOP PLATE
A -SIMPSON MTS12
U . 990 LES W1 (14) 1 Od
GALV. NAILS,
B (2) SIMPSON MTS12
U 1420 LES W/ (14) 10d
GALV. NAILS EA. STRAP
SI MPSON SPH4 OR SPH6 BTM
AND TOP PLATE ANCHORS W/
10d x 1 1/2" COMMON NAILS
FILL ALL HOLES, DO NOT USE
10d x Y
#8 WOOD SCREWS
x Z'LONG C 3" O.C.;
STAGGERED OFF
CENTERLINE OFF Zffi;
3/4" AS SHOWN
SIMPSON A23
EA. TRUSS -kWVl
NAILING PATTERN
FLOOR TRUSSES (SEE
DSL2X LEDGER FRAMING PLAN)
SEE SCHEDULE
±11 SECTION DETAIL
AT TRUSSES BEARING
r,__�ON EXTERIOR WALL
4
.
STUDS PER PLANS
2x4 CONT Wl (4) 16d NAILS
C TOP OF FLR TRUSS
(TOP 2X4 SUPPORTS ST.
PLATE OF 2ND FLR)
FLOOR DECK
2X6 CONT. Wt (8) 16d NAILS
@BT OF FLOOR TRUSS
(BT, 2X6 IS FOR WALL
SHEATHING NAILER)
1X2 FIRE -STOP
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
SIMPSON HETA-16 0
EVERY TRUSS (VERIFY
W/ TRUSS PLAN)
PRE-ENG ROOF TRUSS
5/8" GYPSUM BOARD OR 112'HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE wl (2)
16d TOENAILS
DOUBLE TOP PLATE
2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
1/2" GYP. WL BID,
SECURE BT. PLATE TO SLAB Wt
WEDGE ANCHOR W/2"
WASHER SET IN HIGH STRENGTH
EPDXY 5-1/2" EMBED. MIN. @ 16"
OC MAX.
TRUSS CONNECTION @ L.B.W.
ss -CALE: 314"=T-0"
ROOFTRUSS
4x4/4x6 SYP NO, 2
WOOD POSTTO
SLAB SEE
SCHEDULE
BELOW FOR
CONNECTION
FL#17239
.0.
:0:
TRUSS/WOOD POST CONNECTIONS
10a 10b 10c
SCALE 3/4-T-O"
TRUSS TO POST CONNECTION
A-S -12 U : 990 LES W1 (14) 10d GALV. NAILS.
- SIMPSON MTS I
B MPSON HTS-20 U 1310 LBS W/ (20 lDd GALV. NAILS.
C - 2-PLY_SIMPSON VGTlHDU4 U � 4565 USS VGT TO TRUSS W/ (16)
1/4NYSIDS, (1) 5/8"' AT.R. TO HDU4 AND (10) 114" X 2 lZ SIDS TO POST
POST TO SLAB CONNECTION
A&B - Sl MPSON ABU44Z POST BASE �U:1,900 GA660 Wl 5/8 CIA x 6" EXP. BOLT
SIMPSON ABU46Z POST BASE 1U.2,300 G: 10,335 Wl 518 DIA. x 6' EXP. BOLT
C _ SIMPSON HTT5 POST ON SLAB -U:4,565 W/ 5/8!'A S. WITH MIN. T'
EMBEDMENT TO SLAB & (26) 16d x 2-117NALS TO POST.
"_"N
'-ABC H ITECTS
6
De n
G r Mo%bs 0E
1441 N , RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdoeigngroup.com
%. AA #: 0003325 1
F, DRAFTING BY.
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE ID04
TAMPA, FLORIDA 33634
PH: Si3_886_2628
FAX: 813-886-2802
'd
0
mmqN
I"BUBDIV. 84 w .
SILVERADO
LOT #4
BLK #10
03719.00T-04101
MODE19
2368-DESTIN
GAXAGE 1911WING:
LEFT
PAGE:
DETAILS
%,..150 MPH EXP.
?10 1
AA
.NO
F'pp
08/17/21
SCALJC: 1/4"=l'—O"
WMET
S 3. 1 B�j
0
mmqN
I"BUBDIV. 84 w .
SILVERADO
LOT #4
BLK #10
03719.00T-04101
MODE19
2368-DESTIN
GAXAGE 1911WING:
LEFT
PAGE:
DETAILS
%,..150 MPH EXP.
?10 1
AA
.NO
F'pp
08/17/21
SCALJC: 1/4"=l'—O"
WMET
S 3. 1 B�j
rA R C N I T III C T-81
PRE-EWS TRUSS (STRAP
PER FRAMIWG NOTES)
(2) 2XI2 HDR WFLITCH
PLATE. ATTACHED UJV(2)
MOTA-24 * EA. SIDE
PRE-EW3 TRUSS (STRAP
PER FKAMIW3 NOTES)
MTL. DRIP EC<*E �
(2) 2XI2 HOR
DBL STUD U.V(2) SP4
(TOP 4 50T.)
0151- STUDS AT
CORNERS AND AT 2XI2
HEADER, OINGGLE STUD$
ALONGs SIDE OF ENTRY
2X KNEEWALL TO BRG. HT.
SECURE TO CtwIU W/ 1/2'X-B'
ANCHOR BOLTS UJI 2' WASHERS
SET !N HIGH STREW.TW EPDXY
o 24 D.C. (11 MIN.
EMISEDMENT)-TYP.
,r- 2x SU5-5AND
VINYL/ ALUMINUM
SOFFIT
DOUBLE TOP PLATE
DBL STUD W/(2) SP4
(TOP 4 BOTTOM)
1/16 O.S.M. SHEATHIWG
--ld �#1 �] No p
OR P cox PLYw000. El di 51 STUCCO
19 1 -9
ATTACHED PER "LIN63 H I H BAND
SCHEDULE W-6-A
H
H
m
(-A--�ENTRY SECTION —ELEVATION B
SCALE� 1/2'- I'-V'
G r aDesl n
ou Pc
PH: 407-774-6078
FAX: 407-774-4078
�Abd'eslgngrou'...
AA#:000332
III DRAFTINN BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE ID04
TAMPA, FLORIDA 33634
PHa:8i3,8S 2628
F
4 so
BUBDIV. & X.OT:
SILVERADO
LOT #4
BLK #1011
PROJZCT#
03719.001-04101
moDEI-
2368-DESTIN
GARAGE OWING:
LEFT
PACE:
ENTRY
DETAILS
%,150 MPH EXP. Pj
Oil
r PpjwT 19
DATE: 08/17/21
SCAILM: 1/4"=I'-O"
SHEET
S 3. 1 C-A
FOR ASPHALT SHINGLE ROOF, USE MIN 7116'STRUCTURAL
SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1
(32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132'
STRUCTURAL SHEATHING EXP 1 (32116) .(SEE TABLE FOR FIELD AND
EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN
NAILS 0 4-1 O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W1 IN 4'
OF GABLE END.
SHEATHING
FASTENER SCHEDULE
NAIL REQUIREMENTS
SIZE
HEAD
LE GTH
DIA.
TENSILE STIR.
SHANK
ASTM
8d
RING SHANK
2 3/9'
0113
170,000
R S
( I RING
F 667
SCREW SHANK
P6-21
ER CH)
RlSRS-01
Sd
RING SHANK,
PNEUMATIC
2 3/6'
0113
F1667
SCREW -NAILS
RSRS-01
EXTERIOR SHEATHING
USE 1/2" CDX OR 7/16" 0 S.B. PLY WITH Sd RING SHANK GUN NAILS AT
4-1 0 C AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O,C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6'O.C, AT
INTERMEDIATE SUPPORTS OR 7116'ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.) SEE DETAIL
ROOF SHEATHING ATTACHEMENT SPACING
ZONE 1: 8d NAILS @ 4" O,C. ON EDGE AND 6- 0 C. �N F�ELD
ZONE 2E 2F,2r: 8dNAILS@,V'O.C.ONEDGEAN04" OC N F ELI)
ZONE 3,ie, 3r 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C, I N F EUD
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED
AND ADHERES TO ASCE 7-16
Z
z
Z
T 0
z
1—
8d RING SHANK GUN NAILS @ 4" 0,C
. , TOP & BOTTOM EDGES .
z
z
o
li -
...............
TYP. EXT. SHEATHING ATTACHMENT
� .1
a
Z
z L9
z
< b
d
z
a
0
RAFTER OR TRUSS
ROOF SHEATHING
z
2
5
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE. GABLES -DROP GABLE END & (1) ADD-L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER Wt BLOCKING 0
16'0.0 IF NO DROPPED GA13LE END, ATTACH 2x4 #2 SYP
BLOCKING @ 16- O.C. FIRST 4 BAYS Wl12)12d NAILS EA,
END. ATTACH ROOF SHEATHING TO RAFTERS 21
BLOCKING PER NAILING SCHEDULE
( - So RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TA13LE FOR FIELD SPA . CING
#8'2" DECK SCREWS' @ 6'-8" O.C. MAX' @
EQGES & 17'0.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING)
TYP� 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
HIP ROOF
ROO VVIND DESIGN PRESSURES
NET IGRO
Z.E I = 71 _
Z. 1 7
Z-1=7 Z= S
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RISK—ORY 11
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FASTENER SCHEDULE
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FASTENERS
FASTENER
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RE.—
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SIZE
TYPE
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I . HT, SEE
— 1 -1-0
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INTO ...—
MASOIR—OP2
REQUIREMENTS
� SWING DOOR
BUCK . FT, SEE NOTE
rZS?A
FASTNER
I EMBSO-140
I-E.E..
__.UO
W_ TO CONC
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W, HER OLT' 24— DIST, EDGE DET
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E. SHER E.E OBT
NOTES
1.6 PILES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2 FASTENING OF GARAGE DOORS, VANDOM AND EXTERIOR SWNG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA
3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. RAF SHALL 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
DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR VANDOWFIRAME EXCEPT FOR AN EXTERIOR SVIANG DOOR VIATH AWOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND
2X=AND
ARE SECURED VIN TAPCONS OR PAF TO THE SUBSTRATE.
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C330C33M. MAXIMUM AGGREGATE SIZE SHALL BE 311r�
STRUCTURAL DR NGS SHALL BE USED IN CONJUNCTION VVITH JOB SPECIFICATIONS AND
WOOD:
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS CONSULT
PROVIDE 694AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS FBC-R 2020,7th EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314*.
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=110OPSIANDAMODULUSOF
FOR STRUCTURAL CONCRETE, TIAS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS��OUND WHERE INDICATED ON
ELASTICITY m 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COUD�FORMED STEEL STRUCTURAL ME MBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FOPJA-WORK
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT, DISCO, UM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
BHA L BE 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
EX EPT WHERE A DIFFERENT DETAIL IS SHOWN
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK
CONTAINS MORE THAN WOF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWNGS. FOLLOWWRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2020,7th 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 STRUCTURALDEPENDING
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 pf
20 psf TOP CHORD -Ton-Ooncurrent
1 0 PSI BTM CHORD rIon-concurrent
DEAD LOAD DEAD LOAD
15 pf TOP CHORD 20 psf TOP CHORD
(7 pEf wl ASPHALT SHINGLES) (10 pef wl No GYPCRETE)
10 PSI BTM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST VIAND UPLIFT: iOpf
BALCONY LIVE LOAD 60 psf
STAIRS LIVE LOAD 40 par
WND DEAD LOAD SPEED = 150 MPH 3- SECOND GUST
(ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY 11)
LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC NTH LIMITED
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
AND DECKS: 40pSf, GUARDS AND HANDRAILS 200pf, GUARD IN -FILL COMPONENTS 50psf, PASSENGER
VEHICLE GI 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pf, SLEEPING ROOMS: 30pf, STAIRS:
40pSf
SHOP DRAWING REVIEW:
SHOP DRAWINGS VILL BE REVIEWED FOR GENERAL COMPLIANCE VATH THE DE81GNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE NTH 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 SUBMI TED WITHOUT REVIEVIVIALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) AR ROHITT
WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL NSTANCEFSPTHE IONETDRAIT
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 psf, 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 D-1557. TREAT ALL
SOIL FOR TERMITE PROTECTION
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFU COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
M INIMUM 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:
2,500 PS : REGU AR WEIGHT FOR FOOTINGS, AND SLAS-ON-GRADE
3,000 PS REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPJOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'q- PRIOR TO THE ADDITION OF PLASTICIZER
CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 318 AND AS TM C9I OR MEASURING, MIXING, TRANSPORTING,
ETC. CONCRETE TICKETS SHALL BE TIME'STAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEP084TED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
NON COMPLIANCE NTH THE ABOVE.
REQUIRED CONCRETE COVERAGE OVER REaAR SHALL BE AS FOLLOWS:
A, 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
B, FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER:
1-112'FOR #5 AND SMALLER
2" FOR #6 AND LARGER
C. FOR CONCRETE NOT C(POSED TO WEATHER
3W FOR SLABS, WALLS AND JOISTS
I -UTFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
WELDED WIRE MESH:
WELDED VIA RE M ESH, SHALL BE ASTM Al 064/Al 064M, GRADE 65 AND BE PLACED I N ACCORDANCE VATH THE
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
BE SUPPORTED WITH 2"CHAIRS SPACED T-O' OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A61 5
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR HALL SUBMIT REBAR SHOP DRAVIANGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW
TYP MIN LAPS SHALL BE AS FOLLOWS #4 BAR 25" #6 BAR 36"
#5 BAR 30" #7 BAR 42"
PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FO ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MIN IMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
WALL
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL To ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM VIATH ALL REQUIREMENTS OF THE
"SPECIFICATI ON MASONRY STRUCTURES" ITMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
THE MASONRY STANDARDS JOINT COMMITTEE.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING
RUNNING BOND UNLESS 0 HERWISENOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY VIATH
ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
S ECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/9'
COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO IV. 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 UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILLC U 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 WTH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION B THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A36/A36M, Fy � 36 IKE! FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM
A50OIA500M, GRADE B, Fy - 46 kiii. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy
35 ksj. TUBE AND PI PE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP,
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM F3125AF3125M BOLTS VIATH WASHERS UNDER THE TURNED ELEMENT. BOLTS
SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFRA TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAVIANGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF O.036'AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE VVITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUI AND "SCSI LATEST EDITION'
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS VVITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88 1990.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
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
PLAN HOW NO COMPONENT LAYOUT. SHOP DRAVIANGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
TH TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT
AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS.
A III C N IT E C TS
6
m I In
a2s LC.
G110WEL
441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774,4078
www.abdosigngroup.com
AA #: 0003325
F, DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
P.... — .2.
IAX: 2=2'
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08/17/21
8CALE: 1/4"=l'-0"
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INSTALLED THROUGH
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STAPLES INSTALLED @—J�!
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MAX O.C.
STAPLESINSTALLED @
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NOTE 1: MINIMUM SPRUCE -PINE -FIR
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BUILING CODE REQUIREMENTS FOR
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LONGWOOD, FL 32750
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FAX: 407-774-4078
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AA 0:0003325
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F, DRAFTING BY.,
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: $13-886-2802 A
F'suisiDiv. & LOT-'
SILVERADO
LOT #4
BLK #1
PROJECT#
03719.001-04101
MODEI.
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LEFT
P"§OFFIT
DETAILS
%,.150 MPH EXP. Bj
0 11121
'M NO W723
F'PpjxT -9
DATE: 08/17/21
SCAJLM: 1/4"=V-0"
8HEET
SD1
0