HomeMy WebLinkAbout6586 Cobble Bliss St2795-CAMDEN9'
IFOK:
R, HORTON
12602 TEL-EC�C)IM MFUVE, TAMPA, FL_ 33637
T4&1: (813) 740-9720 Fax- (813) 740-9715
ALL 1A/0RK, 8HA;l
C 0 D E S F L 0 "REVAIUN(3
E.
NATMA' 0A"CTRIC CODE"
AN�,f THE,_CITY nFZ�iPHYROILLS
I
ORDINANCES
REVIEW DATE JAN
CITY OF ZEPHYRHIL
PLAN EXAMINER- f
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
no= Bunam coD& umamm.
6m EN= (2m?)
-AM LOM M VA12 CM
-OCCUPANCY - PMIDENTIAL, GROUP R3
-CONSTRUCTION TYPE - VB
:MN. INTERIOR FINISH - CIMS B
BASIC WIND SPEED - Vult=150 MPH
Vasd=116 MPH
:EXPOSURE - B
I-STDRY RESIDENCE -
-2-STORY RESIDENCE - MAL HEIGHT AS PER LOCAL
AN STATE CODES
ABV.
A/C
A I
A T.
AMP .
ED.
C
CAB
C
CLG:
CLp_
CONC.
CPT
T.
D.
D I.
D`G.
D .
I
D M.
DISR
DP.
DR.
D.S.
DTL
D.W
EA.
ELE .
FQ
EXH,
EXT.
F GJFX
F. D .
FIN.
FL
F UOR.
P DR.
PTO
GGARi, DISP.
G.F.I.
G .
G . BD.
H.B.
HC
HiDR,
HGT. OR ITT
INSUL.
INT.
A13OVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
CQATREDR L INE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELEVATION
EQUAL
EX UST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
'ARRAGE DISPOSAL
GROUND-FAUL CIRCUIT
114TERRUPTER T
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIG T
INSULATION
INTERIOR
LAV.
LUM
&LC.
MFF_
M .
MT.
M�D.
MTL.
N T.&
O.C.
PL
PH
PH.
PL .
PLYWD.
pp_
PT
R.
ILAD.
RA.G
REP.
RM.
R.O.
S C.
S�D.
S.H.
SHE
SHTHG
SHWR.
Sim,
SL
SE GL.
STD.
SWS
TEMP.
THK.
T.00.
T.0
T.O'ps�
TYP.
U.N.O.
V..
W.
W/
WD.
WDW
W/H
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ONCENTPR
PROPERTY LINE
PU H BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADILJS
RETURN AIR GRILL
REFRIG RATOR
ROOM
ROUGH OPENING
SOLID CORE FXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLAS
STANDARD
SHEAR WAL
SECTION
TEMPEREDGLASS
THICK
TOPO CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTE
OTHERWISE
VAPORPROOF
WASHER
WITH
WOOD
WINDOW
WATER BEATER
WROUGHT IRON
DATIC
DESCRIPTION
- -_
NOMAD
OONTROL DATE
ARCHITECTURAL SHEET # DESCRIPTION
060/15
ADDED 50-C ENGINEERING
PG Cl-COVER SHEET
PG GN-GENERAL NOTES
PG Al -FLOOR PLAN
PG A2B-FRONT AND REAR ELEVATION "B"
PG A3B-LEFT AND RIGHT ELEVATION "B"
PG El -ELECTRICAL PLAN
PG Pl-PLUMBING PLAN
PG MI -MECHANICAL PLAN
PG DI -DETAILS
PG D2-DETAILS
PG D3-PRODUCT APPROVAL LISTING
PG WAl -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WAIL ASSEMBLY DETAILS
01/215/1%
ADDED OPTIONAL PENDENT LIGWTING AT KITC44EN
vinbAs
F:i>cEr> oimmw" FOR sTuDy AND oiNim Room
iW02AS
IMvISE SGFT cALc6
10/141111,
LED LIGHTS PER
UPDATED Dit HORTON
10/30/t%l
UPDATED LED DETAIL BUBBLE& PER Wit HORTON
II/MM
ADDED FOUNDATION ON GARAGE 09ARING. WALL
ra_imw
UPDATED SIMPSON C424NECTORB ILO. LISP
-
92AMW
ADDED 50-D ENGINEERIWG
REMVED STONE CAP NOTE ADDED FOAM CAP ON ELEYATIONS
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROIAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
SQ.FT. CALC.'S
3 0
N.
rIA;4/291
ADDED FRONT ELEVATION WPIR PJt$4ORTON
-
C44ANCiED ROOM NAMES PER DJt HORTON
ST FLOOR LIVING 2,036 Sa FT
GARAGE 611 ea FT
ENTRY Ob 00, FT
COVERED LANAI w 60. FT.
TOTAL 3,113 Sa FT.
I
—
STRUCTURAL SHEET # DESCRIPTION
PG SI-FOUNDATION PLAN
PG SIJA-DETAILS
PG S1.2-DOWEL PLAN
PG Sl.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.lA-DETAILS
PG S3-FRAMING PLAN
PG S3.IA-DETAILS
PG S3.113-DETAILS
PG SNI -DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL UABUM FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) An UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATI[ON IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI , s IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILI[TY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
1"I N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.00m
L AA M 0003325
F_ DRAFTING sy: "N
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134Me-2628
FAX: 8134MS-2802
ouloDiv. ag L07�1
SILVERADO
LOT #24
BLK #10
P3ROJMCT#
03719,000-24
' "27 9 5 - B
GAP_*ME OWING.
LEFT
PACE:
COVER
SHEET
150 MPH EXP .
rPIM
D 10/30/201
8CALJk 1/4"=1'-O"
c I
GENERAL MOM
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
Oth EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE NTH CHAPTER 3, SECTION R301.2.1.2.
811TE VVORIK
I . 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 NTH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCAES ARE FOUND.
4.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
5.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
& THE ARCHITECTtENGINEER 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 NTH THE DRAWINGS OR THE REQUIRED CODES.
7.
00 NOT aACKFILL 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
B.
EXCAVATIONS TO BE A MINIMUM OF 3- V BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
7. DETAILS SHOWN ON THE DRAWINGS ARE M BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
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 CARPORTS
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 R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL I - MIN. RIGID
ON -METALLIC CLASS OR CLASS I 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 THANI/WNCH GYPSUM BOARD OR EQUIVALENT.
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 NTH 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 NTH 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 PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
0. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECrED 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 AGAJNST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATFONG SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO.
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 Fl 960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED NTH %' 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 NTH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUITS SHALL CONFORM TO SECTION P3005.2.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EKTERIOR WALL COVERMN
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) As MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EKTERIOR FINUM
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM_C926 & ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & 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-C1063 -15A AND R703.7.
FIE RE8WrANT CONSTRUCnON
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH I/? GYPSUM BOARD. R302.7.
EXrERIOR CERJNGS
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 NTH 1
114"TYPE"Vr DRYWALL SCREWS AT 12' D.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONXTRUCTION OBSWATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDERS /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.
EKTERIOR SOFF173
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 (FBOR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES,
1441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
L AA #: 0003325
r DRAFTING BY: ��
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81
8=2628
FA)L* 802
So
ralmSm a L,074
SILVERADO
LOT #24
BLK #10
3PItOJ=T#
03719,000-24101
mopmu
2795-B
GAIRAGM OWING -
LEFT
PAQW.
GENERAL
NOTES
%,15LMPH EXP. U
F'p
DW 10/30.
BCA=: 1/4"=l'-O"
BHE=
GN
L
L_A=
- - - - - - - - - - - - - - - - - -
BEDROOM
I - msmo
9'-4'CEILIWa
r----
F-� F
UMG ROOM
08ILW
r—m-sx—i
I ATTIC
L _69ek6lk
_j
3-M GARAGE
9'-4CLCL
VENEER
;4
in
CAN
W-4'CLr&
Ia
OPT.
0
COVERED
LMAI
T-4'C4A
-------------------
F�
GMT
ROOM
T-fCV 1 TYP.—
TO W.MY z
- — — — — — — — — — — — — —
DNNO
ROOM
t----------- j
;p
w
W-4'CLG.
BDRM. 3
LAv T-4'=s
Fr
"
;10
;10
;10
; 2
; do
; 10
p 10
;I
; 10 0
9 p 9
1;100
v 10
; 10
�o
PORCH aE TO V-D'APP.
- A' M A ��U I 4X4 P.T. POST A5V.
to ORY 41
FLOOR PLAN NOTES
- ALL DRIENNONS AM FROM FACE OF 1 %' 111LO= UJALL
(OR EDGE OF FLOOR SLAW TO FACE OF IIIIALL 6TUD UNO
ALL INTERICIR IAALLS ARE 3 A' UNO.
MYER YENTRO THROU04 ROM (YTR), NOT SCREENED.
AIR C40MPMOOM EST ON 44*)C44' POURED 004r. PAO.
RAD BROINS 6'PROII SCIGE OF STRUCTURE.
- SEE SWEET ON I= GENERAL ANO STANDARD BUILOW.
NOTES,
- ALL WAISITAISLE RA=% TO 14AVI ARC FAULT CIRCUIT
INTERRUI-MR.
- ALL PILL WEW*ff BLOM "'A'' 6 ISETUEEN PLLBO CELLS
WITHOUT OMINW AM SWEAR UALLG
STONE FLOOR PLAN
VENEER SCALE: 1/4' - I'-C*
SQ.FT. CALIC.-S
IST P60OR LIVINGS 2036 eQ. FT.
619 sa FT.
ENTRY 65 $a FT.
COVERED LANAI w So. FT.
TOTAL 3,113 $0. FT.
I
ORWOMFORM308=211
QFBINQB
=E
MkPHVWC#A
ANDTIFE
FOOTAIM
MIN. WINDOW
10
5
24.3/-32S
CRITERIA
EXTERIOR SILM
1&
9
23A/-30.1
Pit MIK CRITERIA
Srx,P. MIR
41
5
223/.41D
CRITERIA
16010 0.14D.
112
b
205/-24.S
BASIC WIND SPEED MPH - 150 (Vult)
INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG.
CAT.-H. EXP.=B, MEAN ROOF HT. - 14'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED.
(2017) R3012.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONIMILDAISONVIII I
SHIM AND SECURE
RADIUS CORNERS, SEE
COUNTER TOP
VA IES MATERJAL TO
PLAN
CABINET&
BRACKET 4
INSTALLER SHALL
BLOCKM
INSTALL FLAT
ELECTRICAL BOX
AT ENDS OF PARTITION
ARIEe
KITCHEN
BASE
BAR REINFORCIN02
4 BRACKETS AS
INECESOARY.
WALL
CABINET
-t:t
2'X6*X35-1/4'
La
LOW WALL
2'Xb' STUDS ------
** O.C.
W/ 1/2'
DRYWALL
,/�TYP. CABINET SECTION
,'�QPENING DTL.
1441 N. RONALD REAGAN BLVD
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003325
P, DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813486-2628
Ilk FAX: 813486-2802 A
r
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BILMDIV. olc L021
SILVERADO
LOT #24
BLK #10
P
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03719,000-24101
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2795-B
CtAPtA0Z DWINCI.:
LEFT
PAGE:
FLOOR
PLAN
%,.150 MPH EXP. B,;
rPM 10/30/20
8CAILE: 1/4"=I'-O"
B*vr.=
Al
&-WFIN. I
6A ADE
V-4' 5R5.. HGT.s -
0'-C' FIN PLR.
o--w MADE �MIN.l
FRONT ELEVATION
TEXTURED FNIW4
NOTE, Uk4LL FENESTRATION FLA&4NCv AS PER P5C-R R103A
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
12
OFF RIDW VENT
—15
------------ --------------
REAR ELEVATION.
TEXTURED FINISH
BLDG. W.T.
I
toor
101-01
HEEL POT.
13'-4* 5R3. �-GT.
ATIVE
R
Co
co
AP
tff-& FIN FLR.
!0'-S' Cit&E-7MINJ
- oB'-4' 5Rf.. WWo
AREA OF ATTIC
3972 SO, FT.
NET FREE VENTILATION AREA REQUIRED
V 300
REQUIRED VENTILATION AREA
3972/300
13.24
VENTILATION AREAXSQ, INCHES PER FT. (144)
1906.56 SQ. IN.
MIN. REQUIRED VENTILATION
.5x 1906.56
IN UPPER PORTION OF ATTIC
OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT
953.28/115
TOTAL#OFVENTS REQUIRED 8.28939
�TOTAL#OFVENTS PROVIDED 9
,AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
— — — — — — — — — — — — — — — — — — — —
FPRE-ENG3INEERED
TRUSS
13'-4' 5RG. HGT.,
(2) 2XI2 IBM
TRUW TO BEAM
C421INECTION W/
69IF41CN WIOA
11-0. OR LGT2 W1 I"
X I J* 140,33 NAILS,
I FILL ALL WMES.
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POST TO SEAM 4
ol POST TO CM
T
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SfflPSON AISU
OR EWAL
FOAM CAP
STONE
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---------------------------
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�Ao E. 1/2 - I'-V'
1"I N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.00m
L AA #: 0003325 -A
DRAFTING BY:
A.B. DESIGN GROUP
DRAMNG INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134886-2628
L FAX: 813406-2802
rBIUDDIV. de MOVIII
SILVERADO
LOT #24
BLK #10
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03719,000-2
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2795-B
GARAGM 8WING:
LEFT
PAGF.
FRONT & REAR
ELEVATION "B"
%.150 MPH EXP. V
Ov
P'PRMT
30ATIL. 10/30/pn
SCALAk 1/4"=l'-0"
9HEICT
A2B
V-4' BFir.. 14GT. 40
S'-4' 5Fir.. HGT.40
12
5t�
OFF RIDGE VENT OPP RIDGE VENT OFF RIDGE VENT
IF
-J
----------------------- ---------------------------
LEFT ELEVATION_
TEXTURED FINISW
STOW VENEER TO 15E INGTALLED PER
MANUFACTURER'S SPECIFICATIONS
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
OFF RIDGE VENT
12
E,
--------------------- k ---------------------------------
,RIGHT ELEVATION
TEXTURED FINIS14
STONE VENEER TO ME INSTALLED PER
MANUFACTURER'S SPECIFICATION&
OFF RUDGE VENT
- oS'-4' 5RG. 1-*T.
0' -0* FIN. FLR.
0 W GRADE 7MIN.)
- o W- 4' SFRG. WW.
FIN. F R.
csRADE (MINJ
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdeslgngroup.com
AA #: 0003325
r' DRAFTING BY: "m"l
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1DO4
TAMPA, FLORIDA 33634
PH: $13aSS,2628
IN X, 8134186-2802 A
" $A
MMIDIV. 17�1%
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LOT #24
BLK #10
P
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03719,000-24
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2795-B
0AMAGE 8WING:
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LEFT & RIGHT
ELEVATION "B"
160 MPH EXP. Bj
1 2
"PW
D 10/30/1n
WEE=
A3B
ELECTRICAL LEGEND
GYM.
'flT"A
DESCRIPTION
j*_
"DARD SWITCH
-4
SWITCH
MAY
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IMMER WITCH
HE
BUTTON
r'71
ISCONNIECT
WERMOSTAT
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_.d_: PME)
W
IVV DUPLEX RECEPTACLE
IVV DUPLEX RECEPTACLE (EOUI D
TH &RDUND FAULT
RUPTER/TAMPER PM616TANT TYPE)
MOV 0UF`LEX OUTLET (MALF OF OUTLET
VIRED TO SWITCH)
40:
OXTEMOR WATER!"ROOr/131"'I
4WCEPTACLE (01110UND FAULT
NTERUPTER)
=0
10V QUAPPLEX RECEPTACLE
hVV DUPLEX RECEPTACLE (FLOOR
IOUNTED)
220V RECEPTACLE (4 WIRE
:ONNECTOR)
�-o
L 0 LIGHT
ILING MOUNTED LIGHT
L
ED CIX& LIGHT
ENT LIGHT
LOOP LIGHT
L SCONCE PRE -WIRE
T PAN WITH LIGHT 0 CPM PER Sa FT.)
am
BULB LIGHT FIXTURE
a2QQ
15ULD LIGHT FIXTURE
JDAIDICICA
BULB _IGHTPIXTURE___
IL T 2L
TRACK LIGHTING
IC LIGHT WITH PULL C14AIN
ER CABINET 0314T
'x4'rLUORESCENT LIGHT (RECESSED)
r -y-,
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T) ----
L,wl
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=TT
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COSS LIGHT
COSS LIGHT (VAPOR PROOF)
EIL ING MOUNTED LIGHT WIT14 J-150X
OPT. FAN
LEO RICAL PANEL (FIELD VERIFY
OC TION)
I CY
-BOX (WALL MOUNTED)
12
-BOX (CEILING MOUNTED)
w
MOUNTED PAN
G
PAN (I CrM PER Sa FT.)
.4
JACK
(0)
DETECTOR (CEILM MOUNTED)
(8)
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ING MOUNTED)
a
OPENER )UTLET FOR
ACK
POIRT
hams,
LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS,
T015E VERIFIED Is HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL 15 4 20 AMP BRANCH CIRCUITS TO 15E ARC
FAULT PROTECTED PER NEC 21012(b) 2014 EDITION
20 AMP DEDICATED L"ORY CIRCUIT.
Gal * ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE 1_0000UT IN
PANEL
15ATHROCM EXHAUST FAN TO HAVE MIN. CAPACITY
1=XN ITTENT PER TABLE M1501.4 OF
E1T1T5= (2011).
LAUNDRY ROOM RECEPTACLE SMALL BE GROUND
FAULT CIRCUIT-INTERUPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
WIRING METHOD SMALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE S0VA(l5X2)
ALL RECEPTACLE TO BE TAMPER-REGIISTANT
M-W.LACTED BY
AND 15% OF LIGHT r E12FIVENT
Y CONSERVATION
away
UP
GPI
E- -----------------------------
COVERED IANAI
- - - - - - - - - - - - FIRE -WIRED
CLG PAN
CAFE
OPT
imwuiis Q
WP
Cie I
CLG FAN R11-1
- - - - - - - - - - - - - - -7 / - - - - - - - - - - - - - - - - -
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d
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- - - - - - - - - - z - - - - - - - - - - - - - - - -
MULTI-GEN
BEDROOM
-----------------
- - - - - - - - - - - - 1
rr _1 DINING
PLUMB F
ROOM
PRE -WIRED It L -k-r -_ -_ - -,,
CLG FAN
LAUND
L---------
CLO FAN
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L- - - - - - - - - - - -
r- - - - - - - - - - - - - - - - -
I MULTI-GEN
LIVING
ROOM
BEDROOM
3
PRE -WIRED
CLG PAN
It PRE -WIRED
L - - - - - - - - - - - - - - - - - CLO FAN
kud—
Q GPI 44. TjWH
I * 44' APP. Q
BOLL
AS li J
PER BLDG.
WAI CODE
LIGHT W/8WITCW IN
ATTIC
j Ll
3-CAR
GARAGE Jj/
- - - - - - - - -- PRE-WIREo
4- cLG FAN
CLG. GFI OUTLET tL& GPI OUTLET
FOR OPT. I FOR OPT - 11 WID
R GAPAGE DOM I GARAGE DOOR,," I
METE
IIEL OPENER OPENER 'F
C
VERIFY wl P.B. FORJ m
LOC, IRRIGATION CHIMES
OUTLET BEDROOM
+ :;r i ?I
- --------- -- ENTRY I
1A- - - - - - - - - - - - - - - - - - - - - - - - af-
OPT - - - - - - - - - - - - - - - - - - - - - - OPT. ELECTRICAL PLAN
COACH COACH
LIGHT LIGHT SCALE: 1/4' - V-0'
WP Panel FAIN -A
PANEL: SASwp W. orrimaker VOLTAW: 120 /Z40V-IPh INAIN: 150 Arrip M.C.B
FEEDER: 3-01 CuT�M&I-A*Cu(G) In I 10C. OR 10QXALTI�M& I. NO Cu(G) in I IrTC.
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ON,mard Factor Calculations:
ABBREMTIONS:
AP. --T—T—
QROLb0lA.T1�.R
—cia-11.1--ca. ...
I—
I—
LOAD CALCULATION A RAMM ON JWC NC"01=[DMT LOAD
— — — wft
01011— LWM22 A Rmtd.
Ia.
�L.
2795,
I ats5wAjdt.ti0o%
7
LED LIGHTING LED LIGHTING
@ SINGLE LAV. @ SINGLE LAV.
MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH
W. I; I (IV ------ -----
'_6 S.
1 4'- rp
— - - - - - - - - - - - - —
LED LIGHTING
@ DOUBLE LAV.
BEDROOM 2 AND 3 15ATM
150 AMP ELECTRICAL RISER
NOT TO OCIALE.
aMNW%AL NOTES,
A. BLWTMW.4L MATEMALS A-10 INOTALLATIONG, SMALL
fill ELECTRICAL PRONAGIONS OF THE EIGIAld
In), LOCAL COPIES, AND ALL LOCAL MCWIERI
OOMPAW MBGUIWMMIINT&
01, ALL CONDUCTORS $WALL SEE TYPE TWWN/n4LLN UNLESS
NOTED OTHERWISE.
-2/0 AUMINUM (AL) IN 2" MIA SCHEDULE SO PVC
OCINCUIT UNLESS EEWACS 16 PROVIMIED BY THE
RACTRIC COMPANY COORDINATE WIT14 THE ELECTRIC
COMPAN'r P TO 50.
LED LIGHTING
@ DOUBLE LAV.
OATH I
lailill"0111 3M/0 CLI, T4W - 1% CU IN 2' OONOUIT OR 3
40 AL, THM - PO OU IN 2. C40NDUIT OR 2/0 AL ORA
(CONOUIT TO TERMINATE ABIOVE SOFFIT - OYIERNAW.J
COMENNATION SERVICE
DISCONNECT SOYCH AND
MCTMC METER IN
NOMA SIR ENCLOSURE
NoRA4= omtvcm ENTRANCE
'R',�,M.. F1 1-1 E."..111TIaLL
INTERSYSTEM ammm
TERMINAL AT LOILI
'AXTAW CONININCTION16
- 1 -4 CU SIDWOE GRIOLIND CONNECMD TO
C40NCMTE ENC-AND RX"IER STEEL PER
RLECTRICAL PIWASIONS, ON 11-6 POICIR &W
CIA X 0 FT LONIM COPPER! C' A GIRCUNO POO
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
wwwAbdesigrigroup. m
AA #: 0003326 -ad
IF DRAFTING BY.,
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813.SS"628
stmDzv. at L021
SILVERADO
LOT #24
BILK #10
PIRIOJECT#
03719,000-24
mop'ZIA
2795-B
GARAC;Z NWINCk
LEFT
PAC&.
ELECTRICAL
PLAN
150 MPH EXP. B
"Nov
PRWT 10/30/20
DATM-
SICALW. 1/4"=1'-0"
skir"
El
- ----------------------------- -
--------------------
LL'
-----------------
- - - - - - - - - - - - - - - - - - -
ip
x
LAV, LAV.
Q Q
T70- —121-S.
;N
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
WC. PRE-MUM151
------------
KITCHEN
;p
SINK III/
AJJTO VENT
2' VTR, 2' VTR
It
1 1/2'
L-2- 2- 3.
L - - - - - - - - - - - - 1/2' LAv
2' VTR
20'-3' 2 WC r-i 1/2- 1 1/2'. 7 k�2' 1 1/2' 21 VTIQ LAV
v L.T. W. 0 T, U5 I
LAV LJ > ROUGH 11/2 WC -
TU15 11/2 4-1 3 N 1 3- 2- 2.
skup 1 1/2'
amn UIC
AV. LAY Co
TUB
42
TUB
1101
xt -
2
3- 2.
3
r
_0
WC. 2- TO
MAN
PLUMBING RISER
F - - - -
IL------
. . .. .......
va
H0
PLUMBING PLAN
- - - - - - - - - - - - - - - - 6CALE, 1/4 - 1'-0'
1441. N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-77448078
FAX- 407-774-4078
www.abdesigngroup.00m
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: Si3486-2628
FAX: $13-886-28021
SUBDIV. & LOT:
SILVERADO
LOT #24
BLK #10
PROJECT#
03719.000-24101
MODEL:
"2795-13
GARAGE SWING:
LEFT
1 PAGE:
PLUMBING
PLAN
150 MPH EXP. Bj
HVAC NOTES
1. ALL MECHMICAL EQUIPMENT SMALL 15E PROIADED WITH PROPER CLEARANCE FOR SERViCNO, PER
MFGL REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS T14EN R-6 RATING. ALL SEAMS 15WALL 15E SEALED UT14 GLA86 FAD 4 MASTIC. AND
INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL ISLDG. OOPE SECTION 603.
3. ALL FLEX DUCTS 514ALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1
4. PWSH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 0 FT. FROM ANY CA41MEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
b. ALL EXHAUST AND OUTSIDE AIR INLET PUCTS, SHALL BE CONSTRUCTED OF SMOOT14 GALV. METAL.
OR OTHER MATERIALS AS PER F5C 6TH EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL 15E C4"TRUCTEP IN ACCORDANCE TO FBC &TW EDITION
(2011) MECHANICAL CODE 603J
1. SAT14ROOMS CONTANING3 BATHTUBS, GHOUERS. SPAS AND SIMILAR BATHING FIXTURES $WALL BE
MEC44ANICALLY VENTED IN ACCORDANCE WIT14 FBC 6TW EDITION (2011) MECWANIcAL CODE SECTION
403.
& ALL EXHAUSTED BATH ROOMS, SHALL HAVE LNDER-OUT DOORS FOR MAKE-UP AIR TO 15E
RETURNED, TO EQUAL AIR EXI-IALISTED.
ALL FIRE RATED CEILINGS AND WALLS SHALL 14AVE AN AM -ROVED FIRE OR FIRE/&lOKE
DAMFIEW6 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET PAMPER ALL DAMPERS SHALL ISE INSTALLED TO MFG. RECOMMENDATIONS AND F5C 6TH
EDITION (2011) MEC44MICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER 5OOSTER TO BE A PANTEC44 POP BOOSTER PAN OR EQUAL.
FANTECH DBP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TFIUNK
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR 050
CEILING EXHAUST PAN
CEILING EXHAUST PAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
T14EF410STAT
C&I
PASS-THRU AIR GRILL
NOTE,
ALL 14VAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
>ATT
SECURE STRAP TO CONC. CONDENSER
CEILING,\
WALL
U.V (2)-3A(,'X2' TAPCONS UNIT
SIMPSON UIB ROLL STRAP
Fo- Fol
Fo-Fol
_---EXTERIOR
OR EQUAL
PLENUI'l
AIR RETURN
AIR SUPPLY
SUCTION AND LIQUID
REFRIGERANT LIKES
4' C4C)NCRETE SLAB
4�SECURE STRAP TO UNIT W1 (2)
45XI 1/4' 6147. MTL. SCREW$
AIR HANDLER—--
51Y
CONDENSER
UNIT.
EXTERIOR WALL
//Z� 3/4'PVC CONDENSATE DRAIN LINE
CONNECTION
TO PAD
EVARTRAY
P�C- SLEEVE TO LINES 15ELOW SLAIS
NOTE: MAIN COND. DRAW 3/4' DIA.
REFRIGERANT LINES TO
OVER 14EAD 4 12'FROM STRUCTURE
PLATFORM RETUIw
CONDENSING LNIT
TRAP DRAW LIKE AND TERMINATE
IN AN APROVED DRAW, AS PER
POOR 6TW EDITION (2011)
MEC44MICAL BLDG. CODE
SECTION 3012.4
HVAC
DRAINS.
C40UNTERSUNK
SC40RIATED NICKEL
W FLOOR
C.O. PLUG
BRONZE FL. PL.
OR WALL
mr SPEC.
.0tc.
BRASS PLUG
FIN. GRAPE
OR PAvNG
FITTING OR EXTENSION TO
FITTING OR
$OIL OR WASTE AS
REQUIRED
EXTEN61ON TO $OIL
OR WASTE AS
WADE 8240-K XSAM 560M
REQUIRED
INSIDE
SERIES NICKEL BRASS TOP
CAULK
P.VjC OPTI/SMEC
I�EXXTI. GROUND CLEAN -OUT (TYP I
(I)FLOOR SLAB CLEAN -OUT (TYP.) NT5
NT5
nm
MECHANICAL PLAN
SCALE, 1/4 . I'-&
1441 N. RONALD REAGAN B—.
ORLANDO, FL 32750
PH: 407-7741SO78
FAk 407-774-4078
www.abdosigngroup.00m
AA #: 0003326
r DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
543913EAUMONr CENTER BLVD.
SUITE ID04
TAMPA. FLORIDA 33634
PH: 8134=-2628
L FA)b 8134MG-2602 A
SUBI)m a 7.37.4
SILVERADO
LOT #24
BLK #10
p
ROJ=T#
03719,000-24
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2795-B
GAP-%Grl EWING:
LEFT
PAGV.
MECHANICAL
PLAN
lI,,.l§kMPH EXP.
Pnirrr 10/30/20
DATIC:
9CALJb 1/4"=I'-O"
sHZw
m 1
2X4 TOP 7
PER.Futzk
PEWq- �_7
1/2' CA-G. WARD
0' DIRYWALL
SECURE ST —
PLATE TO SLAD
tLv MASONRY
NAlLodd 32'0Z.
I"m
FIN. FLIt
2X4 WOOD
STUDS 024'
ojr�
GLAD
iTIONS SUPPORTING
HUNG PLUMBING
RES AND WALL
4ETS $HALL BE NOT
THAN 2x4, WHEFM
ED NOT MORE
16' O.C. OR, NOT
THAN 2x6, WHERE
ED NOT MORE
(I)TYP. INT. WALL (NON-BRG.)
��D 1� SCALE, 3/4*.I'-C'
FIBERGLASS SHINGLES
OVER W FELT PAPER
OR SYNT14ETIC
PRODUICT, INSTALLED
PER SECTIO14 RWb.LI
ON I' O.SJ& SHEAT14M
5/8'GYPSUM Ek
OR il COX PLYWOOD
SECURED PER
fr
TRg�T4'113CL&
FASTENER SCHEDULE
ISCARP
5' D [A. SLEEVE,
DO NOT CUT
50NO BEAM -
SOLID GROUT
W/ (1)- 65
(2) COURSE
00 NOT CUT
THE BONO
BEAM
REBARS
r __'�PIPE THROUGH BOND BEAM
2A
��D �l SCALE: 3/4'-1'-0*
PRE-ENG TRIM �%___�.SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STIl3JCTURAL
77
t'tTL. DRIP EDGE
I..". ,�,PER ELEVATION
IA E
2x FASCIA PER TYP. Ir
EtSCATIONIRS OJ4.
R-4.1 INSULATION
VENTED SOFFIT
WINDOW ATTAC441ENT
AS PER MANUFACTURES
SPECIFICATIONS
RENCE
STRUCTURAL
I .. mURMwG -----------
MPG a 24' OjC.
1/2' THICK 2 COAT PORTLAND
CallENT PLASTER APPLIED 1/2' GYP. WL.
DIRECTLY TO MASONRY WOOD 15AGE
0'.0' FirL rLRj 1 *1
(-.,_W WINDOW OP�ENING
FlIDEIRGLASS, SHINGLES
OVER "30 FELT PAPER
OR SYNT14ETIC
PRODUCT, INSTALLED
PER SECTION RWS.IJ
ON O.S.15. SHEATHING
OR C:Dx PLYWOOD
SECURED PER
FASTENER SCI-EDULE
PRE-EWG TRIM
MTL. DRIP EDGE
2x FASCIA PER
ELEVATION&
VENTED SOFFIT
1/2' TWIM 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FIN. FLRL
@B) T Yi Pr� Ww =AL L SS PE, CC T1 100 N
No OPENING M,
NOTE:
PER SECTION S05.1.1 - FOR ROOF
(1:)I-STORY HIP BLOCK WALL (-2)-LA—Y-E'Rs"LN�O-E-R-LA—Y'M-EN—T _5Y:"S'T_EM
SCALE. 3/4'-l'-V IS REQUIREO. FOR ROOF SLOPE$
OF 4:12 OR GREATER (1) LAYER
UNDERLAYMENT 15 PEIRMITTE0 BUT
MUST BE PER ASTM C>22(o TYPE 11,
ASTM 0 4065 TYPE IV, OR ASTM D
615-1
ko L"
/2-B'\GAS LINE THRU BIDCK
\lp_v
FIDEWSLASS SHWA.Eb
OVER W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RWS.IJ ON J'0.6.15.
SHEATHING OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
I..,.
TYP.
�o
O.H.
MTL. DRIP MC42E
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GA5LE TRILM
ILEEP 6CREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
L12' r.WK 2 COAT -
ROWLAND cm-mw
M-48= APMMP
0110my TO
MASONRY
in&
ONAD
vcmm
STIMC7UNAL PM
2.0 Mr. WD
ATTACWW TO P"
CELL AS PM
pwAoWT
APPIWVAL PWQ
SIALAC"
MACKM
=Ar,M STW
PC"M AM
r3"�GARAQE DOOR JAMBS
BCALE- 1 1/2'- F-0'
�2X4 OPP 24' O.C. MAX�
SECUIRE 111/ ?2) 12cl NAILS
0 EA. END
2x OLOCKIWx 5ETtUEEN TRUSSES
—PER STRUCTURAL DETAILS—
STIFFBACK AT ALL UPRIGH
PER STRUCTURAL DETAILS
PRE-ENG WD TRIM —
C-ONT.'2x RAT RUN SECURED POR-/
5
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS
INSULATION R-VALUES
.kPER ELEVATION
IF
6/0' GYPSUM 50ARD Oft 1/27
HIGH STRENGTH Q.& IBOARD
R-4.1 INSULATION
WINDOW ATTArHMENT AS PER
MANUFACTURES SPECIFICATIONS
IX2 P.T. FURRINGM-
STRIPS 0 24'O.C.
1/2' THICK, 2 COAT— 1/2' GYP. UL. 0D.-
PORTLA10 CEMENT WOOD BASE —
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-V' FIN. PLRLJ4
a, cm
PlIDERGLASS SHINGLES
OVER W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RWbJJ ON a'O.SJ5.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
TYP. I`*TTL. ORIP EDGE
OJA4..
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG� GAISLE TRUft
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
cm
0-01 FIN. FLFt'
(n-) TYP. WALL SECTION
V-/ NO OPENING
MI -STORY GABLE BLOCK WALL
'\Q�l SCALE,,S/4'.P-&
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA M. 0003325
A
DRAFTING BY:.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:8134186-2628
FAX: 813-886-28021
rBUBDIV. & MOM
SILVERADO
LOT #24
BLK #10
PROJECT#
03719,000-24
mopmu
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MANUFACTURES DETAILS,
NOTE� SHIM AS NEEDED TO PLUMB JAMS
(DO NOT EXCEED A-)
DOOR JAMB TO BLOCK +3/4 OR +5
(�)OWINDE R +,//4
A W TO BLOCK +3/4 0
ALE, KTb.
2X4:m
SECURE TO BLOCK W1
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(MIR SHANK SIZE J45
MIR HEAD SIZE 300
MIR EMBEDMENT 1 YW)
UT14IN V OF EACH END 4
W OZ. MAX SPACING�
2X6.m
SECURE TO 15LOCK W12-Vo-
TAPCONS(MINL SHAW SIZE
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MIR HEAD SIZE 300
MK EMBEDMENT 1 Y49 —
WITHIN V 019 EACH END 4
,--V C21U
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2X8, mom
Fl
I'X4' OR I00' P.T. NAILER
SECURE TO BLOCK W/2_v*
OOR CAISING3
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(MIN. SWANK SIZE J4b
CCA-ATTAC44
MIR WEAD SIZE 3M
'OOR OR WINDOW
MIK EM15EDMIENT 1 YV
TO 2X PER
WITHIN VOF EAC44 END 4
MANUFACTURES DETAIL&
tV Or- MAX OPACING�
NOTM &HIM AS NEEDED TO PLUME, JAM15 (00 NOT EXCEED Y,*)
MR JAMB TO
BLOCK +I-lj2-
nB TO
BLOCK +1-1/2"
SURRU
KTW
2X4=
SECURE TO BLOM W,
TAPO" eMIN. SWAINK SIZE
.14b
MIR 14EAD SIZE 300
MIR EMBEDMENT 149
WITHIN V EACH END 4
18' Or- MAX SPACINGc
NOTE,:TRLICTURAL 2X
2X&=
MUST E ON OUTSIDE
SECURED THRIO.614
SECURE TO BLOCK W/2-V
NON-STRUCTURAL
TAPCONS,
TAFACON MINI. I -Ye
(MIN. SWANK SIZE J45
EMBEDMENT INTO 15LOCK
MIN. HEAD SIZE 300
CMU
MIN, EMBEDMENT 0149
DRYWALL
WITHIN V OF EACH END 4
IS' O.C. MAX ePAC w,
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bc&�
C W,2
SECURE TO ISLC:�K
4
36' CAB. X 4' MIR
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DOOR CASING3
MIN. HEAD SIZE _300
DOOR JAM15 OR WINDOW
MIN. EMBEDMENT I Y49
ATTACH TO 2X PER
WITHIN VOP EACH END 4
MANUFACTURES DETAILS.
18' O.C. MAX SPACW�
NOTE, SHIM AS NEEDED TO PLUMB JAM15
(DO NOT EXCEED Y49
DOOR JAMB TO BLOCK + 1%lp"
NUMIF
llz�SCALE, KTA.
T10 LOCK +lji5 a
2X4;m
SECURE TO BLOCK W1
TAF`CONS
(MIN. SHAW SIZE J45
MN. HEAD SIZE -11"
MIN. EMBEDMENT 1 Y4')
WITHIN a- or- EAC44 END 4
NOTE. 6TiRUCTURAL 2X
IS' O.C. MAX SPACINGS.
MUST 15E ON OUTSIDE 4
2X6=
SECURED TWIQOkrGH
SECURE To BLOCK u,2-%-
NoN-sTR=njptAL V
TAF�CONS
TAPCON MIR 1-)14*
(MIR SHAW. SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
CM
UT14N VOF EACH END 4
DRYWALL
18' Or- MAX SPACING�
PX4' OR I*X2* P.T. NAILER
2X8cm
SECURE TO 15LOCK W/2-%*
CASJNG3
TAPCONS
(MIR SWANK SIZE .145
*
MIN. HEAD SIZE 3M
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4*)
7ATTACH TO 2X PER
WITHIN V OF EAC-14 END 4
MANUFACTURES DETAILS,
18' O.C. MAX SPACW�
NOTE, SWIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y49
DOOR JAMB TO BL&K++2,y4"
rn') WINDOW TO Blo 2 e
SCALE, RT.S.
2X4sw
SECURE TO BLOCK W/
TAPCON6
(MIN. SHAW, SIZE .1415
MIR 14EAP SIZE _W0
MIN. EMBEDMENT 1 V)
WITHIN a- or- EACH END 4
NOTE, STRUCTURAL 2X
IV OZ. MAX 61RACIW�
MUST BE ON OUTSIDE 4
2X6=
SECAJIRED THROUGH
SECURE TO 15LOCK W/2_%.NON-8TRUCTUR4lL
%'
TAFr,ON6
TAIPCON MIN. I-Y4-
(MIN. SWANK 61ZE J4b
EMBEDMENT INTO BLOCK.
MINI. HEAD SIZE 300
CMU
MINI. EMBEDMENT 1 Y49
DRYWALL
WITHIN V OF EACH END 4
` X4' OR I'X2' P.T. NAILER
18' OZ. MAX 6PACIING.
El
2XB�
SECURE TO BLOCK W/246'
4
TAPOON6
DOOR CA6W.
(MIN. SWANK 61ZE J45
MIN. HEAD SIZE 3W
MIR EM15BOMENT 1 Y49
DOOR JAMB OR WINDOW
WITHIN V OF EACH END 4
AITTAC44 TO 2X PER
_W
IS, OC. MAX SpAr �
M,
MANUFACTURS6 DETAILS.
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DOOR JAMB TO BLOCK +3"
T-SC-AcE, KTA T-TO MCK +3"
2X4=
SECURE TO BLOCK III/ W
TAPCONIS
(MINI. 814ANK SIZE J45
MIN. HEAD SIZE -100
MINI. EM15ECRIENT 1 V)
WITHIN VOF EACH END 4
NOTE� STRUCTURAL 2X
IV Or-, MAX SPACING,
MOT BE ON OUTSIDE 4
2X6�
SECURED Twptouc%+4
SECURE To BLOCK uj/2-%,
NoN-sTmucTuRAL %,
TAPCOWMK SWANK SIZE
TApCCH MIR I-y4-
.145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 3300
MINI. EMBEDMENT I Y49
,-V olu
WITHIN V OF EAC44 END 4
DRYWALL
18' Or- MAX SPACINO.
/-)6'
2X&�
0
�-I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-W
rIND 2X SECURE TO
TAJDCON�MIK SWAhK SIZE
STRUCTURAL MEMBER
.145
UW(2A2d WITHIN V Or EACH
MIN. HEAD SIZE 3"
AATTAC44
END 4 &'TO VOZ. MAX
MIN. EMBEDMENT I Y49
� CASNG
WITHIN V Or EAC44 END 4
DOOR JAM15 OR WINDOW
161 O.C. MAX SPACINdm
TO 2X PER
MANUFACTURES DETAILS.
NOTE: $14IM AS NEEDED TO
IOLUMB JAMS (00 NOT EXCEED W)
DOOR JAMB TO BLOCK +3"
F I
TO BLOCK +3*
SCALE: K1.6.
2X4mm
SECURE TO BLOCK U'y4'
TAPC40WMK SHAW SIZE
J45
MIN. HEAD 61ZE 300
MIN. EMBEDMENT I Y4')
NOTE- STRUCTURAL 2X
WITHIN V OF EAC14 END 4
MST BE ON OUTSIDE g
18' O.C, MAX 610ACING3.
SECURED THROUGGH
2>%�
NON-STRILICTURAL
SECURE TO BLOCK WA-1/4'
TAPCON MIN. I-Y4'
TAIRCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK
.145
MR HEAD SIZE 300
CMU
MIR EMBEDMENT 04")
DRYWALL
WITHIN V Or EACH END 4
18' Oj:. MAX SPACINGm
X4' OR IW' P.T. NAILER
2X&�
SECURE TO BLOCK WA-114'
4AANIFACTURES
)6' 0,00. X 4' MIR
TAIPCON6
(MR SH" 61ZE 14b
DOOR CASINO
MIN. HEAD 61ZE 300
MIN. EMBEDMENT 149
DOOR JAMB OR WINDOW
WITHIN 81 OF EACH END 4
ATTACH TO 2X PER
18' OZ. MAX ePACING�
DETAILS.
$_ m mom w ft.*," — — 0."Gmw�-
DOOR JAMB TO BLOCK +3-7/16
@G VERDOW TO BLOCK +3-7/16*
wfamnsT37-0
2X4m
SECURE TO BLOCK W&W
TAPC4"
(MIN. SHAW, SIZE J45
MIN. 14EAD SIZE JWV
MIN. EM15EPMENT I Y49
WITHIN a, OF EACH END 4
NOTE: 6TRWTURAL 2X
18' OZ. MAX SPACINGI.
MAT BE ON OUTSIDE 4
2XO�
SECURED THROU13114
SECURE TO BLOCK WA-114-
NON-STRIUCTURAL V&*
TAFPCON6
TAPCON MIN. 144"
(MN. SHAW, SIZE J49
EMBEDMENT INTO 15LOM
MIR 14EAD SIZE MV —
MIN. EMBEDMENT I Y49
i��V
WITHIN V Or EAC44 END
DRYWALL
18' Or- MAX SPACING�
0
U
I.X4* OR I'X2' RT. NAILER
2XD�
SECURE TO BLOCK W/1-114'
P.T. X 4* MIN.
TAPC4"
OOR CASIN05
(MIR SWANK SIZE 145
MIR 14EAD 61ZE .3W
MIN. EMBEDMENT I Y, 9
4;&ND
>
DOOR JAM15 OR WINDOW
WITHIN V OF EACH 4
"ACH TO 2X PER
18' Or- MAX SPACIW�
M-A),WACTURES, DETAIL&
NOTE. SHIM AS NEEDED TO
PLUMB JAMB (00 NOT EXCEMOV)
DOOR JAILB TO BL40CK +3 3
rul\ WOMW
TQ BLOCK +3 3/4/f
%.�VGCALE, N.T.S.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAk 407-7744078
www.abdesigngroup.com
AA #: 0003325
P, DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813486-2802
Chi
__ `TN
BUDDIV. Z xo
SILVERADO
LOT #24
BLK #1
P]FtoincT#
103719,000-2
mopmu
2795-B
CARA03C EW111140:
LEFT
PACE:
DETAILS
150 MPH EXP.
IPRZNT 10/30/20
DATE:
SCALM- 1/4"=l'-0"
a ET
HE D2
PRODUCT APPROVAL LISTING -STANDARD
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11473.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
12/31/2020
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
1387214
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/3112020
13872A
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
12/31/2020
13972.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/32/2020
23872.12
SIMPSON
STRUCT. CONIP.
WOOD CONNECTORS
2017 FBCR
1Z/31/2020
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10"7.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
W31/2020
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/32/2020
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
22/31/2020
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
W31/2020
11496.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11495.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/31/2020
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
23904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
W31/2020
10531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
W31/2020
2065S.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
1Z/31/2020
FL 7473.2
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12131/2020
FL23352
PLYGEM
PANEL WALLS
SOFFIT
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL16503.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL186".2
MI WINDOWS & DOORS
FIXEDGLASS
2017 FBCR
11/18/2022
FL17676.10
MI WINDOWS & DOORS
SINGLE HUNG
2027 FBCR
12/31/2020
Fl. 153324tS
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2017 FOCR
22/31/2020
FL#153S3.R4
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2017 FBCR
12/31/2020
FL#15353-R4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2017 FOCR
12/31/2020
FL 15076.1-FtS
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FOCR
12/31/2020
Fl. S684.2 - R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
W3112038
FL 15279.20-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
Fl. lS279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 5891-3-RS
THERMA-TRU
EXT. DOORS
6'4" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7347.2
THERMA-TRU
EXT. DOORS
IT-O" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7630.2-R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR w/SIDEUTE
2017 FKR
W31/2020
FL 9223.5 - R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. ONE UTE DOOR
2017 FBCR
1Z/31/2020
FL 5891.4-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
12/31/2020
FL 10758.1-R7
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
12/31/2020
FLIS216.1-R7
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2071 FBCR
W31/2020
FL 3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2017 FBCR
W31/2020
FL 10477.1-R5
JAMES HARDIE BOARD
SIDING
2017 FBCR
W31/2020
FL 13192.1-FtS
JAMES HARDIE BOARD
SIDING
2017 FBCR
W32/2020
FL 13223.1-R4
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13265.1-R3
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 7006.1-119
IKO
SHINGLES
30 YEAR
2017 FBCR
9/6/2021
FL 158.1
CASTCRETE
I STRUCTURAL
UNTELS
2017 FBCR
S/21/2022
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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020
IA41 N. RONALD REAGAN BLVD.
ORLANDO,FL32760
F4i:407-774-6078
FAX- 407-7744078
www.abdosigngroup.com
AA #: 0003325
IF DRAFTING BY: "*`III
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH. 813-SSS-2628
FAX, 8134862802
XnMDIV. & WIN
SILVERADO
LOT #24
BLK #10
rn
DnMT#
03719,000-24
mopmu
2795- B
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PRODUCT
APPROVAL
LISTING
50/WH EXP.
I'M 10/30.
BCAIM 1/4"=1'-O"
D 3 .*#
IF DRAFTING BY: "*`III
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH. 813-SSS-2628
FAX, 8134862802
XnMDIV. & WIN
SILVERADO
LOT #24
BLK #10
rn
DnMT#
03719,000-24
mopmu
2795- B
GARAOM OWWO:
LEFT
PAQlh
PRODUCT
APPROVAL
LISTING
50/WH EXP.
I'M 10/30.
BCAIM 1/4"=1'-O"
D 3 .*#
bloal,
APPRO'AP BUILDING URAP
SMALL ISS LAPPED A MINIMUM OF
6' - YERTICAL LAPS (111OLL
4gW SELF-ADWERINS MEMBRANE
FLASWM (OOMPATIMILE III? WOUSS
ENDO) 4 6' 0 HORIZONTAL LAPS.
UIIAP MATERIAL) OVER
ALL 55" NEED TO ME TAPRO
LAT14 VERTICAL LAP TO IBE V
APPROYED MOM
UTW FORtIBER GMEAT14M TAPS
FLAAWINQ TO EXTEND ONTO PIPE
11 OR LESS PIRE
PREPOIlIMED C424TPWL JOINT
e TWKK 3 COAT CEMENT
PENETRATION
PLANGE OF CIONTROL. JOINTO
M-ASTBR
SO UMC, TIED TO LATW . V
UINS LAYER -2, FORTIFIZER
Or— MAX (VERTA NOTE, DO
NOT FA6TEN CONTROL JOINT TO
BUILOM PAPER
E%JN IF 6TUC, EXISTS
BEYOND EXCEPT STAPLES LIM
AMMOVED PETAL LATW
FASTENED *1' (YEW.) MAX
X.
W LFA MAY W USED TOIS
SECURE CONTRICI )ONT
DURING INSTALLATION
Or—
AT 6UPPIDIM
x—
x X---I—x
CUT AND OYERAP ONE SIDE OF
UM LAYER %
GELF-ADNERM MEMERANE
FASTENERS TO BE
bTUOCO
IT
PINTAL LAT14
PLAANM
11 MAX
STEP 01
WOM "AT14ING
UIRS LAYER 9,
iil—rwim 3 COAT comaNT
oTUCCO URAP
PLAWER
Awnv
MAL LATM
mam qw, n"ma
U116 LAYER -2. FORTPISER
WPM LAYER -2. POIlITIFIDER
BUILDING PAPER
BUILDING PAPER
UM LAYER
*TUOCO ~
UIO= "ATWING,
INSTALL FASTENERS (CLOW
LATW SMALL NOT 1-1
&TRAPS, GTAPLES) AS
BE CONTINUOUS V,
REGURRO TO SECURE
TWROUG14 C40NTROL
JOINTS off &LAILL
Mrw Ups TO Mt4mNm
BE STOPPED AND
. TMA:OB.
TED ATKA04 6101
PROVIDE 2X4 CLOCKING
MR A*TPI CIMS
IJ014
PLACED FLAT MAX. 6' TO 8'
FROM C40NTIWL JOINT WHEN
CONTROL JO T FALLS ON
ro-T-&RER- LA
Nam
L FASTENERS FOR LATM TO ISE NAILS Oit
I
GTAI-1.96 IN WrMLANCK V AOTM C"3
2. URE TIES TO 50 (No. 0) CAR415- UNK
S. BLOCKING 6NMN MAY BE IN ACCIT
TO WALL 6TUO6 REGUIRED MR M.AN 7
LVA
\ r'3 L FV-P PUMP -
F-r. A
2.01111AIG PIT. 8
& cps.011 fr. c
Z:� -"t-
0 an.
t F4W IN114AD . Pr. A
I COMA" - Pr. a
cpWAN : In.
CONAM PT.
smp "r. c mm pt.
a TLL Pl. C Tcucwm
so"c" PLANOW Qp
NA
� wffcm
=—T—w T.
PKL.ANW
WAL FOLP. QQ
Mac".
3 COAT CEMENT
(PR*14 Vr 2 COAT
(on
" occic'm
pp—z' T 007=4 cp
(4) KICKOUT
DETAIL
"MR TIGHT Ulu. nwo Imt
wwmmamm=
NOTE,
SIDE LAPS OF METAL
PLASTER DAG" SMALL
BE SECURED TO
NRAMIHG MEMBERS,
TWEY 04" ME TIED
SETOIEEN SURFORTO
U714 0JO416-K (121-MM)
tUIRE AT INTERVALS NOT
MORE TWAN %'(22%-MM).
AS MR ASTM CIM3
I&L
" REPAIR OF TRARD
IN UM LAYERS, TEAM
MAY ISE PATQ-=
WA40UN ~ TAPE
PER MANUF 6ftQ on
PEEL A &TICK
WOOD,
SWEAT
MUILOI
PAPw
6TUCo
1 -. (a] Z4 v4s) a cm m mv
uw; w
UJO00 SHEATHIWx OR CMU
WRIS LAYER 01,
STUCCO WRAP (FRAME ONLY)
J' THICX� 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRIB 4 TAPE OVER
SCREED
S'Xb' V TYPE CONTINUOUS
GALv. METAL FLASHIW.
(NAIL TO ROOF DECle, NOT
WALL SHEATHIWx)
CAP SHIWILE - 00 NOT NAIL,
INSTALL WIT14 ROOF CEMENT
/-- ROOF PER ELEVATION$
L" FLASHING.
N.T.S.
'r.
4S.
STEIP V2
6'.6' SW-AOi-111911541 MEMBRANE
PLASWINS (OOMPATIOLE V WOUbE
~ MATERIAL) OVMt 4L.4'
OW-ADNERINIS MEMBRANE
FLAGWINS OVER APPROYM
NO" ~
FLA"Wa JQ-lkaRALQbM2MM
UM LAYER -4 PORrPROM
9111LOINS, PAPER
MAL LATH
OWSELP-AOMRINGM1011BRANE
K� OVER 4w,
GRUP-ADWRING MEMBRANE
'4'x4'GffLF-A0HlffRM MEMBRANE
FLASHM OVIR APPROVED
==I!Xnm awo PIPE
V CONT BRAD OF SEALANT
INSTALL APPROVED WOUSM~ AIR
INFILTRATION ISARRIER OVER
64EATWINIS
am OF
SECTION PER SECTION RTW7
mmMmopwdlft
r-4.1 P... 0--t PI.M.
0.11 ...plyAlh IT. ppltW
,.qul.—N d ASTM C 926-1 2A.
Insts abon of axterW lothkig wW frwlrig
SWI= Mth ASTM C 1063-12A,
f=lf=E PENETRATION DETAIL (FRAME)
LEGEND -
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER ------
5UILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF-ADHESIVE FLASHING — — — — — —
NOTE:
METAL LATH: LATH TO 5E PER -SECTION
R-1031.1 / ASTM C-841-0e, MIN. 2.5 L55.
FER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIF ICAT IONS)
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
L AA #: 0003325
IDRAFTING BY.."
A.B. DESIGN GROUP
DRAFnNG INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
M
"mm*
platnSIDIV. & LOT-n
SILVERADO
LOT #24
BLK #10
PROJZCT#
03719,000-24101
mol?'Ex"
2795-B
'6ARA0Z SWBFG---
LEFT
PAGE -
WALL
ASSEMBLY
DETAILS
%..150 MPH EXE. Bj
BACKER FWD
BACKER ROD
WRIS LAYER 01,
wnk-�� iyR,
INSTALL b'SELF-ADWERINS
MEMBRANE I-LAS44M OVER
TOP, SIDE(b) AND BOTTOM
FLANGES OF NON-MOVAISLE
FRAME OF THE E>04AUST.
SEQUENCE Or PLASWING TO BE,
1. ISOTTOM_ 2. SIDES, 3. TOP
VENT CAP 16 TO BE SET IN BED
OF SEALANT AT TOP AND
SIDE& ONLY. SEALANT 16 TO BE
TOOLED 60 AS TO DEFLECT
WATER AWAY FROM JOINTS
E-Z ISEAD ALL ARDUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVAISLIE FRAME AND STUCC40
ON A�MCES, Y,' CAULKING * JOINT
ALL
PER SECTION R703.7
ExbWor lathina and plasbrina
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTIVI C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTIVI C 1063-12A.
HOODED VENT
I' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRIS LAYER -2, FORTIFIBER
BUILDING PAPER
WOW SHEATHIWA
DRYER
VENT (FRAME)
WOW SHEATHING
WRIS LAYER -1,
$TUCCO WRAP
WRIS LAYER 02, FORTIFIDER
BUILDING PAPER
Uk= —
C'"riCTION
—METAL LAT14
01 CMU VINYL CASING DEAD
PWOM ISAM
V TCA
ADI-"YE FLASHING, CLEAN
MASONRY 90-OW APPLYIN
Z FLASHING
STONE VENEER
OVER SCIIIATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKJ
LEGEND
DRAINAGE PLANE (LUR5
LAYER 01, STUCCO WRAP)
UJR5 LAYER 02 (FORTIFIBER ------
WILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
-SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHINGx
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT o
TOP 4 SIDES
0 DRYER VENT (BLOCK)
CONSTRUCTION
WOOD SWEATWIWa
WR5 LAYER 01,
STUCCO WRAP
WRIS LAYER 02, FORTIF15ER
5UILDIW_s PAPER
J' TWICK, 3 COAT CEMENT
PLASTER
Ys' TO VMID-WALL
WEEP SCREED
ro' SELF-ADHESIVE
FLAS44ING-s
BUILDING PAPER
OVER 'QUICK
WOOD FRAMED
FLASH'
WALL
ORIZONTAL WEEP SCREED
(FRAME TO FRAMEJ
PIPE THROUGH
WALL
6' SELPAORE61YE
PLASAWs (INSTALL
PER MANUP. SPIECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
A'WENT PENETRATION
SCALE: N.T.S.
ELEC. METER FIELD
VERIFY LOCATION
AREA TO R!ECEIVE
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/15ACK-
ROLL PRIOR TO
ELEC, METER INSTALLATION
I _""
—ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF FAINT
PRIOR TO INSTALLIW.% ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY15LEND FOAM
)R SIMILAR)
APPLY A SILICON
5ASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:0 SCRATCH
COAT LARSER THAN THE ELEC.
METER CAN OR METER CAN
C-OM50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OIDEN1143 IN
APIPROVED HOUSEURRAP
FOR BOX INSTALLATION
UIRB LAYER 01,
STLICCO WRAP
WOOD SHEATHIWI
APPROVED
HOUSEU)RAP
BELOW
CUT WCH TWA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAA
E0431E
APPLY E-Z
OVER 60 MI
CWADE 10,
FELT-PROVI
SEALANT AT
JOINTS AND
NTERBECTIC
5TEF 1*1
STEP 1*3
nor
Nam
WOOD GHEATWING
WPM LAYER M,
STUCCO WRAP
WRID LAYER -2, FORTF115ER
BUILDING PAPER
METAL LATH
FAGM TO WOW GTPIUCTURAL
MEMBER a T Or- MAX
A01-1061YE FLASHING, CLEAN
MASONRY BEFORE APPLYING
(�oHORIZONTAL WEEP SCREED
(FRAME TO BLOC
UAW LAYER 01,
STUC;CO UIRAID
CUT 1XI IN
SELP-ADHERING
MEMBRANE 'LASHING
AF40LY SELIP-ADWERIWG
MEMBRANE PLAS141143
OVER BOX AND OVER
APPROVEDWRIS LAYER
01
STEF
.........
WRAP
APPLY 60 MIN
—
—SELF-ADWERING
GRADE *0'FELT
MEMBRANE FLASHIWv
OVER
SELF-ADHERNS
FLASWIWI OVER
APROVED
HOLISEWRAP
\
URB LAYER 02, FORTIRIBER
BUILDIWs f*Af:lr=R
5TEF
*14
ELASTOMERIC
00ATINGa OVER
STUCW/ C.v. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
eTE1= 05 5TEE No
(�) ELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.com
ill, AA #: 0003325 1
DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 813-886-2802
`7
MGM. a Lo
SILVERADO
LOT #24
BLK #10
[PROJZCTIF
03719,000-24
MopEL.
2795- B
0ARAGE OWD90.
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
PM 10/30,
WA2.,11F
EXT. WOOD
WOOD OWEAT14M
WRB LAYER 9,
STUCCO WRAP
OAS -FLOOR DECKING
PECKINGS
WOOD
WRIB LAYER 92, FORTIFIDER
C4"TRUCTION
BUILDING PAPER
PRE-BHG'D TRIUSS
'7 'D T"IUSS
V HAT CHANNEL
J* THIICIC� 3 COAT CEMENT
UEAT14ER PRE616TIVE
6, 'VE
RE 'IT
WAV TYPE 'X' PIRYWALL
PLASTER
. '..,
ISAMER 9
ISARI L
6' bAr. a TOP OF WEEP 6CRE150
WEATHER RESISTIVE
RESISTIVE
TO SHEATHING BEHIND WEEP SCREED
15ARRIER -2
E R
4' POSITIVE DRAIN
T C,
THICK 3 COAT VARIES
RIES
WOOD G&W4EATHI
PLASTER
METAL LATH
WRIS LAYER 01,
STUCCO UJRAP
WOOD SHEATHING
'ING
THICK 3 COAT CEMENT
PLASTER
GELF-ADWEREINa
Am".WFWC-180 cu
FLASHING WRAFrED
0 TOP OF WEEP SOWEED
TO SHEATHING BELOW
WIFE, LAYER 01,
STUCCO WRA.P
4* POSITIVE ONAIN
w9me-figirm
WRIB LAYER -2, FORrIFII5ER
bh29iAeJNMFI.2
BUILDING PAPER
(SHOWN FOR Q-ARIFICATION OF
SEPARATE Ar SSORIES ONLY)
61 SELF-ADHEREING
WRO LAYER -1,
FLASHING WRAPPED
STUCCO
CORNER OF CANTILEVER
AMICO AM" -WIPWC-190
CUSTOM CASING ISEAD
4'POISITIVE ORAN
w9ce-W.Imia
No CAP IN FELD —.1
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTLA& CANT.
(�� SCALE,
NOTE:
METAL LATH: LATH TO 5E FER SECTION
R1031.1 / ASTM C-84-1-0e, MIN. 2.5 1_55.
FER SQ. YARD (UTILITY OR NOMINAL
LATH POE5 NOT. MEET SPEC IFICAT IONS)
WOOD CONSTF=TION
WEATHER RESISTIVE
BARRIER -1
RESILIENT WEATHER RESISTIVE
.T C14AMEL fSARRIER -2
J' THICK 3 COAT CEMENT
PLASTER
S/S. Tyre *X' DRYWALL
METAL LATH
W/TEXTURJED 4 PAINTED
WOOD SHEATHING
THICK 3 COAT CEMNT
(2) 2xI2 HEADER
PLASTER
VINYL CORNER BEAD
7QAbWjf5EAQ
4'POSITIVE DRAIN
W9912-aGwim
VNO
VINYL
GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES Ot�ILY)
DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
ILEATWER RESISTIVE
BARRIER -1
WEAT14EM RES16TIVE
BARRIER 02
"I �- J* THICK 3 coAT CEMENT
A PLASTER
6/8' 1 T 'X' DRYWALL METAL LATH
W/TEXTURED 4 -AINTED
FINISH WOOD SHEATHING
I' THICK 3 COAT CEMENT HEADER45EAM
PLASTER !!� r
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@MM_FUDG�� �A�
EXTERIOR GRADE
DRY WALL
il, THICK 3 COAT r.EMf
PLASTER
VINYL CORNEIR BEAD
-VtNYL CASING BEAD
@pAANITILEVER DRIP
0 EDGE
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO LURAI=)
WRIB LAYER 02 (FORTIFI5ER ......
15UILIDING PAPER)
METAL LATH X—X—x—x
STUCCO L - ' - ,� t -, 71
SELF-ADHESIVE FLASHING —
FINISH LAYER (2 LAYER
PEEL 4 67ICK)::��
6' PEEL 4
STICK * OR
E C
D E T�
DECK
I )JW V,' P.T. OR SIMULATED
WOOD (TREX)
CIITMJIIS
WATER PIWOFING lot
LAYER (2 LAYER PE L 4
"j, " >
STICK) WRAPPED
BALCONY DECK TO
CANTILEVER
&* PEEL 4 STICK 0
DRIP EDGE TO DECK—*�
WOOD (TREX) FILLER
CONTINUOUS —
Y,* CAP FOR !��R
ROD 4 SEALANT y'
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL I
5/8* TYPE 'X' ORYIJALL
WAIXTURED 4 PAINTED
FINISH
J' THICK 3 COAT CEMENT
PLASTER
CONNER BEAD
VINYL CASM BEAD
3* X 3* 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANTJV MR
SPACE FRO DRIP
FACE TO TREX
FOR SACKER
ROD 4 SEALANT
VINYL CASING. BEAD
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER 02
DECK MEMBRANE,
EXTEND OVER DRIP
1 EDGE
3' X 3' 26 GA GALV.
METAL PRIP EDGE
SET IN FULL BED Oil
SEALANT,)J'MIN.
SPACE FROM DRIP
PACE TO TREX
VINYL CASINQACA2
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
111WOOD SHEATWING
(SHOWN FOR CLARIFICATION OF
SEPARATE ACICESBORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
COWER BEAD
FASTENED TO SHEATHING
a 1' OZ. MAX.
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WR5 LAYER w2, FORTIFIBER
BUILDING PAPER
CCORNER BEAD I(& FRAME
_; n
14 A __k 21/2'
COWER BEAD
(FASTENER 4 SPACING 0 1' Or—d
CMU
%'THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
),Ie GAP FOR BACKER
ROD 4 SEALANT —
VINYL CASING BEAD
\1
WATER PROOFING lot -
LAYER (2 LAYER PEE
2LUMN SHEATHING
BATHER RESISTIVE
ARRIER -1
F'IeR RESISTIVE
AT
APIRIER -2
1 8". \
-EEL 4 GTtFK
I)VXD' -L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
IN X 3' 26 GA, GAJ_V.
PRIP
SET IN FULL ISED OF:
4
CONTINIJOUS —
)' W CAP FOR SEALANT
OPT, BACKER POO.
MODIFIED w
3/4 RESILIENT
MAT C44ANNEL
D/W TYPE 'X' DRYWALL
W/rEXTURED 4 FAINTED
FINIO14
J' THICK 3 COAT CZMENT
I-LASTER
WEATHER RESISTIVE
15A)WER -f
URAT14ER RESISTIVE
BAFRIER -2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SAF.
I&xD' 'L' PLA814NG
FULLY EMBEDDED IN
ROOF CEMENT
IN X 3' 26 GA, CLALV.
METAL DRIP EDGE
GET IN FALL ISED OF:
SeALANT,)J'MIK
SPACE FROM DRIP
WATER PROOFING l6t
LAYER (2 LAYER PEEL 4
STICK) WRAPPED PPWM
BALCONY DECK TO
CANTILEVER
J' THICK 3 COAT CEMENT
I-LASTER
METAL LATH
WOOD SHEATHING
)ab1JL_QGmm= EW-AD (GWOWN FOR CLARIFICATION OF I
VINYL IN, MAD SEPARATE ACCESeC"ES ONLY
BALCONY DRIP
EDGE INSTALLATION 9) COLUMN
@ tW/"T " rT Af1,T-TTWr_N
U)000 SHEATHINIG,
WRIB LAYER vol,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
BUILDING, PAPER
. . . . . .
METAL LATH
THICK. 3 COAT CEMENT
PLASTER
(v'r2ELr-A0HERIW_s
PLASHIW-v
RIP CAP
WINDOW PLAWsE
STUCC
UM LAYER 02, FORT
BUILDING, PAPER
METAL LATH \�
J' THICK, 3 COAT CEt
PLASTER
WSELF-ADHERIWx
FLASWIW-s —
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
t-114H— METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
DRIP CAP
WINDOW FLAWjE
CASING BEAD (D WINDOW
(FRAME, NO BAND)
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA 0: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: Bi3-886-2628
2902
FAX: 813-886- 0
BUDDIV. at L0711
SILVERADO
LOT #24
BLK #10
PROJZCT#
03719,000-24
uopzr,
2795- B
WARACZ 11WM0:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
50 4PH E)Qr\B
F-P
D2W 10/30.
8CA=- 1/4"= f-0"
s*nc=
WA3
P,
U)000 SHEATHIWj
WRB LAYER 81,
6TUCC0 WRAP
WRB LAYER 02, PORTIPISER
BUILONG PAPER
METAL LATH
ii, THICK 3 COAT CEMENT
PLASTER
VSELF-ADHERING
FLASHING
VINYL ANGLED
CASING BEAD A�
DRIP CAP
WINDOW FLANGE
VIEW "
CLARITY)
UIR5 LAYER 01,
STUCCO U)RAP
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
9' THICK, 3 COAT CEMENT
PLASTER
WRI5 LAYER 02, FORTIFISER G�
BUILDIWa PAPER
META�`LATW
J' THICK, 3 COAT CEMENT
PLASTER
&'SELF-ADHERI��.,
FLASHING
DRIP CAP
WINDOW FLANGE -
CASING BEAD 0 WINDOW
(15CF (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WR5 LAYER 01,
STUCCO URAP
WR5 LAYER 02, FORTIFIBER
WILDING PAPER
J* THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING 5EAD
VINYL CASING SEAD
)' WGAP TYP J' THICK 3 COAT CEMENT
CASIWS BEAD PLASTER
IX TRIM MEMBER TO TRIM METAL LATH
a STUCCO TO
SIDINGS TRANSITION WRM LAYER $2, FORTIMISER
IBUILOIWM PAPER
SIDING -7 W000 014EATHNG
WOOD SHEATHING
WRI5 LAYER 01, WRO LAYER M,
STUC40 WRAP STUC= UIRAP
'-- CASING BEAD
ro' SELF-ADHEREING
FLA-0441W-v OR MEL 4 STICK
SIDING TO STUCCO
c � ���U�A D�
Waco c"I'llIlUCTION
BEYOND
WOOD SHNATwm
WATWIllt IMMGTNE
MARINER M
WATHOR R111610TIVE
SAMER -2
SlOm
O'SELF-APHERM
R-AGHING
M-AWING
URATHER fw6ISTIVw
OTAIRTER STRIP
4
SLARRIER M
WEATHER F MbfbTIVE
916AIMER 2
on
*'GELF-ADNEWJ�4
Ifal5w
FLASHING
GALVP METAL
GALVO METAL
r I LASWIN*
.Z. 11,41"Im
US. 6 TED
TRIM pt
CASM
I X&
' X 7;1!4rlr"lvwot
CLAp Uvc,4ALK&4
OR AP04111OVED SEALANT
\4 CASM
SIDING TO STUCCO
0 BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-84-1-0% MIN. 2.5 L55.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WR5 LAYER 01,
&�fape� — __ -
STUCCO WRAP
WOOD GWEATWING —
urATHom
WEATHER RESISTIVE
MARRIER -2
WRIB LAYER 02, FORTIF15ER
xx 1 y I LAP SIOR
REAAL
15UILDING PAPER
lb'GELF-ADHERING
R.A614M
METAL LATH
STAwtom STRIP—
('EXPL I" THICK, 3 COAT CEMENT MAL
ODED GALV`
VIEW FOR PLASTER Ir R.0
CLARITY) ihm
CASING BEAD (9) RAISED
17A BAND (FRAME)
SCALE: 11/2'sl'-O'
PVC
WEATHER
BARRIER
WEATWER
ISAMIN
THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
777
WINDOW FRAME WR5 LAYER 02, FORTIP15ER
BUILDING PAPER
E -Z BEAD VINYL CASING
(W/%' PLEX15LE PVC BACKER ROD)
UIRS LAYER M, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
I&' SELF ADHESIVE FLASHING
WOOD SHEATHING3
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
1/\l FOR CLARITY
URATWOR M"TW
ISAIRRIER 9 TO LAP
6* MIN, ABOVE TOP
Or'Z'KAWM
FlffSISnVE
ISAMERA
UNATNER WeloTlya
MARIIIIIIIER -2
&ALYD METAL
Z. R.A.611ING
11611!� OR
VJEATHER 11061617VE
BAWER M TO LAP
&'MK ABOVE TOP
OF 7' PLAGWNS
L
601J.-ADWIM1014
FLAIN4M
T:
r GTIYE
SIDING TO STUCCO
DAMER -2
9) FRAME TO FRAME
@ TRANSITION
Y4' GAP T P J' THICK, 3 COAT CEMENT
Y D _�� PLASTER
CASING 5EA If
SEALANT TO WINDOW METAL LATH
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
WINDOW FRAME
WOOD SHEATHING
9 01,
10
WR5 LAYER 01,
STUCCO WRAP
6' UJ DE FEEL 4 STICK
Ir
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASIW_%
2X FRAMING (W/%'PLEX15LE PVC BACKER ROD)
R
MEMBER -APPLY FULL BED Or- SEALANT BETWEEN "I
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
----------------------------------------------------------------------------------------------
( � Z �BE �AD �W �IN D�O �W �CA �SI N�G
1� A E�
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFIBER
IBUILOING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdosigngroup oom
AA #: 0003325 -A
ImDRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:81348862628
FAX:
Oki
BU35DIV. &a
SILVERADO
LOT #24
BLK #10
P]FtoilccT#
03719,000-24
mopmu
2795-B
GARAGIC gVnNO:
LEFT
PAGIM
WALL
ASSEMBLY
DETAILS
%,.150APH EXP. BJ
I
CUT wousm~
AT 45' ANGLE
rimplED *11 CLIT
IN WOUMI~
APPIROVIOD NOUMB~
&VER "ATHM OYM
M GTW
STEP 1
NOTALL 61-
IMILF-ADWERINS
FLASHING OVER
NAILING FLANde
JAM90
5XVIIIND FLAGWING MIN
r BELOW SILL
FLE)CIPLE FLAGWING
DO NOT ORAL BOTTOM
m
STEP 6
?VIM
pmo-i
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T= F
FIN AT
0-0"
ALIGN FLA6WM
ILV W. go" OF
SILL ma
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NAILS. 6TAMM)
INSTALL DUPONT
M.RXURW AS TIE,
FLASHING AT THE GILL
STEP 3
AM A10*111MA!
1XISWE R-AAWIN
ym Col. CAP
llCTo-~
EwV)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRA
SCALE: NTS
Ham,
L IT 16 TWB C4WACTCM RESM"ISILTY TO VVtFY
" 00�rATIDILITY CP ALL RVAMOUIC" INCLUIP11,13
WCAMPIRAP, SEALANTS 4 IMILF-APHERNS
FLA6141142 MATMALS UWD OUNM CONSTRJCTIM
2. INSTALL ALL MATERIALS MR PIANUI-ACTUP100%
=TM DPRCPICATICN&
WANNIN& SEALANTS MAY MACT ADVERSELY r NOT
COMPATIBLE,
jr.LEAN ANO SEAL JAM15 TO SILL JOINTS UNT14
lom it" POLLCWW. calpLIETIGN or
= PMTRL71T UAOW
REPAIR GC+RM 6HOUN SNALL 151E
IMI-LEMNTED AT ALL UNDOWS WITH
EVIDEW-E OF WATER INTRUSION ISELOW TW
WINDOIU OmIw.
AL. INTERIOR PERIMETER OF! WINOOW UT14
a" A)- AN T
1441 N. RONALD REAGAN BLVD.
ORLLANDO, FL 327,50
PH: 407-774-6078
1: S
FAX: 407-774-4078
www.abdesigngroup.com
AA
r DRAFTING SY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813406-2628
FAX: 8134MS-2802
" ilk
BUDDIV. &c LCT71
SILVERADO
LOT #24
BLK #10
P
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03719,000-24101
mopme
2795—B
C;ARAGE 8WINM
LEFT
PAGE:WALL
ASSEMBLY
DETAILS: WINDO
FLASHING
V150 JJPH EV, i
------ --- - -- ------------- --------
2x& SU5-5ANb
1�7777zz k W/I'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
1/ 1/8' TEXTURED
FINISH 0 WOOD
j 1/6,dL In' TEXTURED
FINISH a CMU
METAL FASCIA
WRAP Ys' FROM
STUCCO, V FROM
----------- ----------- WOOD WALL
ININ—EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X(
SUM BAND ONLY
11
rA_�ELEVATIQN
\11711
(9)FLAN A
1/8, TEXTWED
FINISH a WO=,
1/2' TEXTURED
FINISH * CM
ll�_&=
-�_METAL LATH
x x x
x x x x x
METAL. FASCIA
SHEATHM
x x x x x
OR Cm
x x x x x x
LAYER M,
STUC,= UARAP(PRAME ONLY)
\-UAM
x x x x x x x x x x x x
LAYER 02, FORTIF15ER
x x x x x x x x x x x x x
5UILDNG PAPER
x x x x x x x x x x x x x
FRAME OR CMU
(FRAME ONLY)
I
2X6 SWUS IS',
Roorm CAMENT
x x x x x x x x x x x
x x x x x x x x x x
-'---FELT
PAPER
DRIP EDW
X x x x x x x x x x
EDGE
"'\-METAL
x x x x x x x x
(REFERENCE POINT
`�'FLAN 5
rJCK OUT
x x x x x
ONLY FOR WALL OFF:
SET Or COMPONENTS)
t ROOF KICK OUT REMOVED
FOR CLARITY
RDoF- DECK (BEYOND)
DRIP EDGE, V OFF WALL
XNOT INTO STUCCO)
;-I/V TEXTURED FINISH 4
/WOOD, 1/2' TEXTURED
FINISH 0 CMU
,.��_2x& SU15-15AND W/Vx4'NOTCH 0
END, WRAPPED IN FEEL 4 STICK
—METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT 0
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-0'
SCA55ED TO TRUSS
W/12cl NAILS 6*-8'
O.C. MAX.
2x SU5-BAND UJ/%"x4'
NOTCH 0 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL 0 WALL
SUB BAND DETAIL 0 WALL
W/KICK—OUT
METAL FLASHING, WRAPPED
MIN.)4"A50VE 50TTOM OF
DRIP EDGE
2x SUB-5AND
W/1�'x4'NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE 50TTOM OF
DRIP EDGE
2x 81.15-15AND
UJA�'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 0
ROOF EDGE
OMITTED FOR
CLARITY
1 1441 N. RONALD REAGAN BLVD
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdeslgngroup.com
AA #: 0003325
I, DRAFTING sy.
A.B. DESIGN GROUP
DRAFrING INC.
5439 BFAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134M2628
FAX: 81"96-2802
mommum1w
"07!
F-stTINDIV. se Lo .1,11
SILVERADO
LOT #24
BLK #10
PiptojmcT#
03719,000-24
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2795— B
GARAGIC INITIMO;
LEFT
PAGZ:WALL
ASSEMBLY
DETAILS:
SUB —BAND
Q50 )JPH EPP.
SLAB
I i 1
30'-8"
19'-4"
27'-2"
18'-0*
3114r
U-1 I I I I I
— — — —
— —
TE-1
— — —
— — L7
,4'-
3 -.2
Y-2"
101. 3
!7
8'4"
4" CONC.
F2-3OX301
SLAB
4"PVC
CHASE
F`1-30X30�
9�2"
6-10"
.3 112*
Lu
1; PVC CHASE
t-M-All
I I I I I I I I I
OR ELEC. @
—
— — —
EXTE�'D—J
— —
FM-16X18
—
L
ISLAND�
SLAB 1 1/2"
19,
S, _1 0.
22�7`
----------
SLAB
Y-2"
L ual
\%
-3)
T—E-1
F —12
/' �4
20'-8"
TE-2
.29'-4"
L
2—
i
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— — —
:Lj r8\
7
1 5 1/2*
5 2'.3-
1.1
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2-1-
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101-10,
181-10"
E)(TEND
SLAB 1112"
I
FM-16XI8
.1
Fl 24X24
-2"
FMC i6xie
4"CONC.
SLAB
161-0"
2'-0" 10",
81-0" V-61�
2
—N-1 FM-1 18
91.0.
Fl -24X24
E—mlqXI8
-7 1/2* r4—'\
1.
:t
N
-LE-1
20'-0"
9�4"
13'-0'
501-W
FOUNDATION NOTES
1. SEE SLA 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'-0", SEE SURVEY PLOT FOR NAVD.
5 ' PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND E)(TERIOR SLABS ON GRADE:
PROVIDE 112" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
1 0. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATES #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90'
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE 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 #S'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 0) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 6-13, 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-0* OIC MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, Oth EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARKS
WIAXW1.4 OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BAR SAME SIZE QUANTITY AS BARS I FOUNDATION, WITH XLEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O,F.
SHORT
LONG
FM-I6xlS
16"
CONTINUOUS
11.1
(2) #6s
FMC-l6xl8
le"
CONTINUOUS
IT
-ppg
#5 IN CURB
VARIES
FI-24X24
24"
2N'
12"
—s
77ffs--
(-)8" BELOW GRO
TEA
an
SEE PLAN
81,
(-)0'4"
TE-2
89P
SEE PLAN
8..
CWC-12X!2
12$1
CONTINUOUS
12"
TOM-
#5 IN CURB
VARIES
FI-3OX30
NIP
31-
12p'
(3) #68
(3) #5pp
LE OW 2RD
1 F2-3OX30
1 30"
3T
1 Z'—
(3) #68
1 (3) ns
V;-12" EIELLOW R.
FOUNDATION PLAN
SCALE: 1/4"= T-O"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdaWgngroup.com
AA#:O003325
DRAFTING BY. "Ill
A-B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 8134WS-28O:...o,#
BUDDIV. AN Ljo
SILVERADO
LOT #24
BLK #10
PROJECT#
03719,000-24
Mopmu
2795-B
GAP—kGM 8WING;
LEFT
PAGE:
FOUNDATION
PLAN
150 MR EX&
r-PRD" 10/30
DATIM
SCALM 1/4"=I'-O"
nFlIMET
si
30,
MIN. EACH WAY
MONOLITHIC FOOTING
z
7
STE L REINFORCING IN GROUTED
E
CELL SEE PLAN FOR AND
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SIZE
SPACING REQUIREMENTS
-o'FM
S PACING REQUIREMENTS
GARAGE DOOR
ca W
(A
�Y
RECESS
:p
F �)7
5
a.
8"CMUWALL
0 U)
8" CMU WALL
CORNER BARS, SAME SIZE AS LARGER BAR
(n
Lu W
01
-
0'-0*
IN FOUNDATION WITH 3WILEG EACH
Lu =
TOP Oitd%; 0
WAY AT ALL CHANGES IN DIRECTIONS
SO THAT THE STEEL REINF. IS CONTINUOUS
10
\
— I --,P TOP OF SLAB
I - .
. , I N , � . � .. I .
MATCH AMOUNT OF CONTINUOUS BAR$
�,_CURB FOR
EXT B
SEE SLAB SCHEDULE
4.. CHAMFER (1�STORY)
EXT. R H SLA
E
z SEE SLAB SCHEDULE TOP �DVAMYRR�'G_GE
1. CHAMFER
CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
AT ELEV:
W/ 1 TI N
joll E
'C -STORY)
6 HAMFER (2
#4 24"
W".�p
IS LATIO
(I -STORY)
T CHAMFER (2-STORY)
41
AP BLE)
SEE SCHEDULE —
#5 3(r
JOINT (WHERE
APPLICABLE)
EE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
T"",T"
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY .#6
AND BAR QUANTITY
NUMBER OF BARS Co. 2 TO 3, PROVIDE 2 BARS), UNO
#7 4T
r:_�EXTERIOR
MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
GA
GARAGE SCALE: 314�1'4'
CORNER BARS DETAIL
DOOR OPENING
SCALE: 3/4"=V-0"
SCALE: 3/4"=l'-T
LAP TOP PLATE A MIN. OF 48"
LAP TOP PLATE A MIN OF 48"
AND NAIL W/ 16d COMMON
AND NAIL W/ i6d COMMON
NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIG14T
NAILS, 2-ROWS, 4- OIC BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD W/ PLAN
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
w
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL Wl SYP No 2 STUDS SEE
Lu
0 a. I
No 2 STUDS S E PLANS FOR
E SECURE ST. PLATE TO SLAB W/
PLANS FOR SPACING, SINGLE
u) NEW REINF. BAR
I
SPACING. NGLE BTM. PLAT%E 1/2"xg" WEDGE ANCHOR Wl 2"
BTM. PLATE TO BE PT.
9 SECURED W/ 2- PART
TO BE PT. R OVIDE OBL. TOP
P WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO
2"CAPPED
cc EPDXY, MIN. EMBED
PLATE
EPDXY 5-1/2"EMBED. MIN. @ 16" OC
S MASONRY
GALVANIZED PIPE
UNO
M,
SIMPSON SPH4 OR SPH6 MAX,
NLABIV
AIL 6�/10d
O/C STAGGERED.
ADDITIONAL METAL
WIFLANGE @ BASE
FOLLOW ALL MANF.
STM AND TOP PLATE
CONNECTORS NOT
SPECIFICATIONS FOR
ANCHORS W/ 10d x 1 1/2"
REQUIREDWHENNO
USE AND
COMMON NAILS FILL ALL
UPLIFT IS PRESENT.
P REPARATION OF
HOLE.
HOLES, DO NOT USE 10d
z x
w
x a' SEE SLAB SCHEDULE
w SEE SLAB SCHEDULE
SECURE FLANGE TO
F6
SLAB W/(4) 1/4" X 2 114"
+40 1-',
6
OT&P
TAPCONS
S
OF SLAB
'.' 4 CHAMFER (1-STORY)
6 CHAMFER (2-STORY)
oi e.
e
EQ. EQ EE SCHEDULE
EQ. EQ. -SEE SCHEDULE
FOR WxD, BAR SIZE
t FOR WxD, BAR SIZE
AND BAR QUANTITY
ADDING BAR TO
r_,_'�INTERIOR CURB FOUNDAT
r._'�INTERIOR CURB FOUNDATION WOOD WALL
MONOLITHIC FOUNDATION
SCALE: 314"=V-0"
LAP TOP PLATE A MIN. OF 46-
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
2A OR 2x6 WOOD BEARING
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
SECURE ST. PLATE TO
SLAB W110d MASONRY NAIL
CL
L
PROVIDE OBL. TOP PLATE
le, OIC STAGGERED.
w
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
rx fn
UPLIFT IS PRESENT.
0
8" CMU WALL
VARJES
2t
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
1.+
TOPOrSIAB
"'�7SEE
rE SLAB SCHEDULE
2X WALL FRAMING
IGROUTED
I
Of-dMOF SLAB
rs
I
SLAB SCHEDULE
1/2" CIA. SIMPSON STB2 BOLTS 5"
M NIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
CELL, 4 FROM ENOS AND
CENTERED UNDER WALL AND
16, D.C. VERTICALLY MAX
,
POURED MONOLITHICALLY WITH
W4
_j
FOUNDATION AND SLA13
SEE SCHEDULE
SEE SCHEDULE
F( WxD, BAR SIZE
a FOR WxD BAR SIZE
r
__�DR
AND BAR QUANTITY
AND BAR QUANTITY
SHOWER RECESS FOOTER
INT_RIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
SCALE: 1"=I'-W
314"=V-0"
(NO UPLIFT)
10
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 3/4"=V-9'
SCALE: 314"=V-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32760
PH: 407-774-6078
FAX:- 407-774-4078
vA".abdeslgngroup com
AA #: 0003325
F_ DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134M"628
k,4 F X: 813-886-2802
rBUDDIV. ft X.0m
SILVERADO
LOT #24
BLK #10
PROJMT#
03719,000-241
mopmu
2795-B
GAP.AGE NWINCI:
LEFT
PAGM:
DETAILS
%.150 JRH EXP. B
rPRINT 10/30/20 1
DATIC:
SCAXJC. 1/4'=I'-O'
a *m' 7
Si 1 A
C■
DOWEL PLAN
SCALE: 1/4" = V-V
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7746078
FAX: 407-7744078
wwwabdesigngroup.com
AA #: 0003325
DRAFTING SY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813888d828
FAX: 813-883.2802
1evsaiv !e LOT
SILVERADO
LOT #24
BLK #10
P1iOJMCT*
03719,000-24
mopmrt
2795- B
GAMAas 8wtxa:
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
TIE VERTICAL FIEBAR
TO HORIZATIONAL
REBAR W1 10" HOOK
13ROUTED BOND BEAM --------
TIE VERTICAL REBAR
VARIES PER ELEV.
0 H RIZO
A.W"�-
E 0'
,�RDUTE. BOND EAM
J, VARIES PER ELEV.
#5BARS
ME.
I I 10"HOO
W
CLEAN OUT REQUIRED
oz
0
. . ....
FOR INSPECTION
co
to
0
Rd J, 0-4- FIN. FUR.
TIE
'�ERTICAL REBAR
TO HORIZONTAL
El
L-LT
REBARW/10"HOOK
BAR SIZE 48 BAR DIA. j
Z 8 LLJ
#3 W
#4 24"
-
#5 30"
#6 36"
#7 42"—
CMU UNIT DIMENSIONS
;o ARE NOMINAL SIZES
MASONRY SYMBOLS
OFFSET METHOD CONTINUOUS FsmszEF48 BAR 2`1
METHOD
HORIZONTAL/VERTICAL
HORIZONTAL/VERTICAL
a
3 SCALE: 314"=I'-T
—scm,
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
L AA #:
F, DRAFTING BY: "'IIIII
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENT R BLVD.
SUITE 1004
TAMPA, FLO
PH' 8134MM-2628
1114 FAX: 813-886,2802 j
All
"munDm XIM007011IN
SILVEADO
LOT #24
BLK #10
PitoizcT#
03719,000-24101
"'2'795—B
CAP.AGIC 8WINM
LEFT
PAGM,
DETAILS
%150 MPH EXP. B
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) lDd x 1 112"HDG NAILS
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W1 (8) 10d x 1 1/2"HDG NAILS. WOOD TO WOOD:
SIMPSON Hl GA OR LGT2 W/ I Od x 1 112" 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
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LiNTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-).
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PEIS36_177" * x 2 7/8* LONG, WITH WASHER @ 16" D.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT,
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS
NOTEDOTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
j
(D
(2) 2XI2
Q
(2) 2X8
BEAM SCHEDULE
2222RM INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL IT.O.A. =TOP OF ARCH/ TOS =TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT
MARK
DESCRIPTION
fc
(psi)
SIZE
WAH'
ENFORCEMENT
STIRRUPS
REMARKS
_BTM
Top
MID
SIZE
SPACING
BBI
MASONRY
3000
8x8
(1)
—
NIA
I —
GROUTED SOLID
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
46WP6� 1 SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
T-V (42') PRECAST 2231
V4r (4r) PRECAST Im
V-V (641 PRECAST ISO
F-C (64') PRECAST 1217
V-110' (M PRECAST Im
V-W (71n PRECAST we
r-r (W) PRECAST 743
W-4- (112') PRECAST 554
174r (12W) PRECAST 475
ll'-C (13n PRECAST So
IZ-(r (11441 PRECAST SIT
17-C (IM PRECAST 210
WO (IOn PRECAST 279
14'4r (17n PRESTRESSED N.R.
IV-4- (1184') PRESTRESM-7.
lrW Wn PRESTRESSED N.R.
IWW (=I PRESTRESSED N.R.
21'-C Will PRESTRESSED N.R.
2r-W (2541 PRESTRESSED NJIL
2C-V � PRESTRESSE) mR
Km
cm�=
Imm
KmxKmmw_lm
Emu""
Em
THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.
- ALLVALUES TAKEN FROM %AFE LOAD TASILEW BY CASTCRETE MAY 2015 EDITION
-ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICA1
SAFE LATERAL LOADS FOR
8"PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
4tFMP6� I SAFE LOAD . POUNDS PER LINEAR FOOT
TO (42� PRECAST
10251
10241
15116
1 T-r (4r PRWMT
W4r M PRECAST
M
M
13011
*W (4n PRECAST
,V-r IN-) PRECAST
W
801
JIM
IV-r (541 PRECAST
F-C MOn PRECAST
411
411
710
V4- (M PRECAST
V-10' M PRECAST
No
m
ale
W-10. m PRECAST
SO (M PRECAff
W
nI
490
W-W Mn PRECAST
r-r Mn PRECAST
424
sm
3@3
rr iw� PRECAST
V4' (11r) PRECAST
326
5112
230
SW (1121 PRECAST
170 (12r) PRECAST
284
401
ISO
10-0 (12n PRECAST
Ill'-e (13r) PRECAST
2so
4o2
isot
ir-c o3r) PRECAST
Ir-O' (I"') PRECAST
244
402
137
lr4F (144') PRECAST
IS-C (ign PRECAST
217
324
110
17-C (118n PRECAST
14-0 (NIS) PRECASI`
205
203
100
14'-V (Illn PREM43T
ilr4r (171n PRESTRESW
N.R.
294
91
14--r (170n PRESTRESSED
1" (1184') PREIIITRESM
NA
250
83
IV-r (11M PRESTRESSED
lr-0 Wn PREPRERSED
X.R.
194
64
Ir-C Wn PRESTRESSED
IW4* Mr) PRESTRENSEID
NA
148
62
191-C Mn PREFTRESSED
21'-C PW PRESTRENED
Nit
125
42
21-4- Wn !PRESTRESSED
2Z-W 0041 PREfflRESSED
N.R.
118
40
2Z-V (2041 PREFfFEM
2V-C Mr PREFFESSMI
N.R.
1 91
33
W4r W PREITRESSED
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.
PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
PROVIDE MINIMUM Ir OF BEAFUNG PAST EACH SIDE OF VIIINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 1"126.03
IF 7t-r — — -- — — — — — — — — — — — — — — — — — — — — — m — — — — — — — — — — — — — — m — — — — — — — — — — — — — — — — — — — — — — — — --
j.Fl6.lTl0M/1,B, 8Fl6-lT/0Ml0B
8Fl6-lT/OM/lB
%
%
51-1 D"
4*
J#
%
%
%
AH7
E % %
%
% %
% %
118F36-lTIGW18
L— — — — — — — — — — — — — — L — — — — — — — — — —
co
LINO, PROVIDE BB1 WHERE
ROOF TRUSSES BEAR, TOP
OF WALL EL. 9'4". UNO.
8RF14-
1T/OM/OB
0
0
E
4*
8F36-lT/OM/08
l;4."_
8FI6-lT/OM/OB
j
LIFT BEAM PLAN
SCALE: 1/4"= 1*-0"
1441. N. RONALD REAGAN BLVD.
ORLANDO, FIL 32750
PH: 407-77"078
FAX- 407-7744078
www.abdosigngroup.00m
L AA 0: 0003325
r' DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:8134MUM28
FAX:8134M2802
-,p
rauumv. a. 7.0
SILVERADO
LOT #24
BILK #10
PIROJ=T#
03719,000-24
mopmu
2795-B
GA_nAGX OWING:
LEFT
PAGM.
LIFT BEAM
PLAN AND
NOTES
150 MPH EXP. B
"NzNT 10/30/20
IDATW.
DCALJC: 1/4"=f—o"
mv
S2
NOTES TO THE INSPECTOR/CONTRACTOR
TYP. 8"x8" 1#5
1 PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM
i IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
PLACE STEEL HEIGHT
REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN.
STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $0 THAT THEN THE LAST
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9)K16"
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
95 CORNER BAR W1 30" LAP FOR EACH
COURSE OF BONO BEAM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE #5
TOP OF THE LINTEL.
6. LINO COMPOSITE MASONRY BEAM 13 TO BE NOT LESS THAN 16"DEEP.
VERTICAL REBAR Wl 10"HOOK
8xl 6 DBL. BOND TOP OF
BBEAM Wl BOND BEAM
I? (1)
EACH COURSE
8KS BOND BEAM TOP OF
Wt (1) #5 BAR BOND BEAM
FROM
30" TYPI AL
F FILLED W/ GROUT
U UNFILLED GROUTSOLI DFROM T
NOMINAL LINTEL,TO TOP OF BOND CoFp0;PENI.G_T�
III OF #5'S. IN 2ND BOND
WIDTH BEAM COURSE BEAM, F FILLED LINTEL.
0 BAR IN BOND BEAM
SEE NOTE 5
8x8 PRE -CAST C CRETE
6-1T/1�/(B
L NTEL W/ (1) #5 (L2)
# 'L2)
tNGTH
'S'
0
N MINAL LIE BAR
OF MASONRY
WIDTH OF
HEIGHT # OF #5*S, TOP — OPENING - 7
BEAM DESIGNATION
CORNER
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR
THAT XF)O(- ITllM/0B INDICATES A DOUBLE 13OND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
' CRETE
REINFORCING OF BOND BEAM
AN XF)O(- IT/OMOOB INDICATES A SINGLE BOND BEAM T
PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER 0.
L (L'
ITI THIS ENGINEERS INTENT
S LOC TIC S
AND XUXX � IT/IM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP
LINTEL
AND XUXX - IT/OM108 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3) 1-3116 —
SINGLE BOND BEAM
TAPCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION
Z�'
SHANK SIZE.145 MIN HEAD
WINDOW
SIZE 300 MIN EMBEDMENT I
SINGLE BOND BEAM
1/4" 1 B' FROM EACH END AND
AT LOWER ELEVATION
18"O.C. MAX. MIN 1-1/4"
EMBEDMENT
#5 BAIR BENT
ASSHOWN
2x6 (MIN 2X 3)2-3116TAPCON
3 IX
PRE -CAST 4
OR DRIVE PIN (MIN SHANK
WINDOW
SILL
SIZE. 145 MIN HEAD SIZE .300
MIN EMBEDMENT 1 1W) 8-
qlN
SLOPE
FROM EACH END AND 18"
O.C. MAX. MIN 1AX'
EMBEDMENT
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AS TO ALLOW BENT
SIZE.300 MIN EMBEDMENT I 2X4 SOLID BLOCKING
BAR TO BE PLACED
1/4") 8' FROM EACH END AND SECURE TO SHEATHING W/
UPPER AND LOWER
#5 MIN. REQUIRED IN
19'O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END
BONDBEAM
EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM Wt
7116" OSS SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNER BARS
4
ARCHWAY FRAMING DETAIL
AT CORNER STEP
'����SCALE �l
SCALE: 3/4!'=l'-U'
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL,
SINGLE #5 CORNER------,,,
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
I
8x8 CMU P ER
N-L :�::,l I PROVIDE #5 BAR
Wl SINGLE OR DOUBLE REINF. GAR(S),
AT EACH SIDE
SEE PLAN.
ST =LREINF, OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND.BEAM CHANGE
LINTEL.
CHANGEIN
ELEVATION OF BOND BEAM
SINGLE LINTEL, MULTIPLE OPENINGS
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup. m
AA *. 0003325
mm**
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH.. ..
F.: =2802
1"BUDDIV. Se LOT'I
SILVERADO
LOT #24
BLK #10
Pnoa=T#
03719,000-24
mopmu
2795-B
C&AXAGIC NWINM
LEFT
PAGM
DETAILS
%,150 MPH EXP^
"p mmm*l
10/30/20
s*mwr
S2. 1A
..Of
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA1 6 W/ (9) 10d x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Dd x 1 112" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 1 Od x 11/2" 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
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4').
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36,.177* * x 2 7/8"LONG, WITH WASHER @ 16"O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1 ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 UBS SHALL BE
FABRICATED W1 A 2A BTM. CHORD (MIN.)
2 C ORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS
;�ITOH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / 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,
CA
C.13T
CJ5T
AH9
AH1 1
AH13
AH15
AH17
AH19
AH21
AH23
A
A
Al
Al
Al
A2
A2
A3
A4
A5
A5
A6
AH23A
AH21A
AH19A
AH17A
AH15A
AH13A
AH11A
AH9A
C
C
C
C
CGE
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0 CJ3
1 C a CJ5
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I------------ I ------ -----------
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...... ...... --------------- ---------- 16
...... ......
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I
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1
1
. . . . . . — - — - — -
I ATTIC
. . . . . . . . . . . . - — - — - — — — - — - — -
--------------------- ------ ...... ...... —6
1
---------- --------------------
------------ --------------------
------ ----- --------------------
- — - — - — - — - — - — — - — - — - — - — - — -
------ ----- ----------- ......
L- — — — — — — — — — — — i
...... ...... ...... ... ........... ......
PREFABRICATED ROOF
TRUSSES (M 24' D.C. MAX L
...... — -------------`.------
- — - — - — — - — - — - — - — - — - — - — - — - — -
-------- --------------------
. . . . . . . . . . . . — — - — - — - — - — - — - — = . . . . . .
------ ------ -----------------
...... ...... -------- =—= ......
L ----------------- J
---------------
22x54____�—,
ATTIC
III r
ACCESS
............
4 0 a ff
A — JL_ 4_11
---------- 7'
F. 4' - — - — - — - — - — -
L — — — =7
2X4 BLOCIONG BETWEEN TRUSSES
W D.C. TOE NAILED TO ADJACENT
TRUSSESWIM161 COMMON
NAILS & SECURE TO BM. W1
SIMPSON LTA2 USED TO BRACE
TOP OF WALL.
B
2
p0ligniI — - — - — - -- B
w B
a
EIGE FRAMING PLAN
jEAj I W=-41011 SCALE: 1/4* = l-(r
L-(')) 7XI7 TO 4x4 POST w/
(2) MM-16 4x4 POST TO
&LOM AIBU-44 (2 TOTAL)
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
IIN, AA 111: 0003325 ad
r DRAFTING BY:
A.S. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
FAX: 813-886-2802
BUDDIV. de LOTil
SILVERADO
LOT #24
BLK #10
P3RCJMCT#
03719,000-24
mopmu
2795-B
C;AatAGZ STrWO:
LEFT
PAGE:
FRAMING
PLAN
%150 MPH E)R. Bj
F'p2w 10/30,
8CAILM: 1/4"=f—O"
8*9z=
S3
10
A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x I � NAILS TO TRUSS
B-(2) SIMPSON HETAl 6 TRUSS ANCHOR WITH
(12) 16d x I �'NAILS TO TRUSS
DBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 1 Od x 3 J'NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12) 16d x 3 �'NAILS TO GIRDER
W, 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED Wl (3) 1 Sd
GALV COMMON NAILS.
IX2 SECURED W/ 10d
GALV. COMMON NAILS
12" OIC
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFMALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8" x 4!-0" MAY BE ADDED
Wt 1 Od NAILS, 2 ROWS, 3"
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS,
ENGINEERED WOOD
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT U:1810 LEIS, L:770 UBS (1 PLY)
B ALLOWABLE UPLIFT U:2365 LBS, L;1430 LES (2 OR 3 PLY)
C ALLOWABLE UPLIFT U:2705 LBS (2 PLY)
S1A 1B 1 TYPICAL TRUSS/
ss- GIRDER CONNECTOR(S)
3/4.'T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
5/8" GYPSUM BOARD OR 1/2" HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE wl (2)
16d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD TRU
0 24- OIC, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
(9) 1 Od x 1 T'NAILS TO
GIRDER. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING, SEE
"ROOFIWALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8"x 4'-D"MAY BE ADDED
W1 10d NAILS, 2 ROWS, 3-
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
I— -(I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS
J"x 2 J'TO GIRDER
8-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
I x2, 2x WOOD FASCIA
(2) � x 5" TITEN HD TO CMU AND (18) SCIS J" x
SEE ARCHITECTUR 'L
3" TO GIRDER
C�2) SIMPSON FGTR GIRDER TIEOOWNS WITH
2x SECURED W/ (3)16d
GALV. COMMON NAILS.
(2) J'. 57ITEN HO TO CMU AND (18) SDS �'x 3'
W SECURED Wl I Od MASONRY BOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM
ENSURE THAT CELLS ARE GROUTED
12"01C SEE SCHE DULE
SOLID, 8"EACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
(2A 2B 2 TYPICAL ROOF
�� GIRDER CONNECTOR(S) _=r�g4_T7
LSTAI 2 20 GAUGE
W/ 10*1/2 HOG NAILS
0 EACH END. TOTAL OF 10
FLOOR
GIRDER
W/ 5/8" A.B. WITH
AIN. 7" EMBEDMENT
TO SLAB & (18) i6d x
2x4 OR 2x6 WOOD BEARING 2-1�1" NAILI T.lRE06iT
i "t �
ST TO IT CT��
WALL Wl SYP No 2 STUDS SEE PC SIT CIIREcTL�
PLANS FOR SPACING. SINGLE ON SLAB
B . PLATE TO BE PT.
PTRMVIDE DBL. TOP PLATE
PROVIDE BLOCKING
1/2" GYP. WL. SO.
r,__'�GIRDER/WOOD POST CONNECTIONS
(DA FLOOR TRUSS CONNECTION @ L.B.W.
SCALE: 314"=l'-W (NO UPLIFT)
NOTCH DEPTH 1/4*D
HOLE EDGE �W"
OLE DIAMETER
2/5'0 SGL STUD
OUTER lt3 OF
SPAN ONLY
/—HOLE EDGE >5/8"
011
K
,Ly
e
BTM. '�,�HOLE DIAMETER
PLATE 3/5*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
A - SIMPSON HUS28 G � 12GO UBS, U - 1280 LBS Wl (1) W4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN
EMBED (22) l6d GALV. COMMON NAILS AND (6) 16d GALV. COMMON NAILS.
13 - SIMPSON HUS28 G - 2QO LBS, U < 1425 UBS W1 (2) 3/4- SIMPSON TITEN BOLTO-BOLT, S" MIN.
EMBED (22) 16d GALV.CO MONNAIL AND (10) 16d GALV. COMMON NAILS.
C -SIMPSON HGUS28-2 GT2400 LBS,SU � 1810 LBS W1 (2) 314" SIMPSON TITEN BOLT/J-BOLT, 6'
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
D -SIMPSON HGUS28-2 G < 4800 LES, U < 1810 LES W/ (4) a/4"* SIMPSON TITEN SOLTIJ-BOLT. 5"
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 1 6d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G < 4800 UBS, U � 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 6'
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
WOOD LEDGER
ATTACHMENT DETAIL
# 1100 UPLIFT SIMPSON —
HTSM20 W110 1 Od TO
TRUSS AND (4) 114"x 2 114"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 19M UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W110 10d TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2'COVER & 2"APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 31,V'=V-T
(2) 2X4 No 2 SYP DIAG -
2X4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA.
TRUSSES WHERE
TRUSS (DIAG. BRACE TO
'D'AG ACE To
X-BRACING IS PRESENT AT
R 5 TRUSSES)
COVFR5TRUSSES)
IV-0- D.C. (AT SHEATHING
CE
0'-0" TO 30'-W (i) "X' BRACE
SEAMS)
30--1 " TO 69-0 (3) 'X' BRACE
CIE
SECURE 2x8 PT. PLATE
ER
(1) 7" BRACE @ CENTER
TO BLK Wl 1/2" DIA,
6'.0" MAX (W/lX4)
EQUALLY
(2) X" BRACE DIVIDED EQUALLY
ANCHOR BOLT W/ 2"
OR 10'-0" MAX (VV/2X4)
FROM CENTER TO END.
WASHER SET IN HIGH
K
Zx WOOD FASCIA,
,C_.
STRENGTH EPDXY 6'
SEE ARCHITECTURAL
CTURAL
MIN. EMBED. AT 32" OC
MAX
lX4 DIAGONAL
PRE-ENG GABLE TRUSS
SECURE GABLE TO 2x8
BTM.CHORO
P.T. PLATE W/ l2d�s 8"
BRACING, SEE
STIFFaACK (AS PER
O.C. MAX
PLAN FOR LOCATION
MAY NOT BE
TRUSS ENG)
CONT. 2x4 SECURED Wl
m-
REQUIRED
(2) 1 Od'� @ EACH TRUSS
TO BE INSTALLED @
10'-U'O.C� MAX.
STM. CHORD OF
7r
WOOD ROOF TRUSSES
SEE SCHEDULE FOR
BOND BEAM REQ.
lx4 BTM. CHORD BRACING 6-0"OlC �ENOWALLOROTHER
MAX, OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP.
BTM. CHORD BRACING
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
;CHE,UL�
SCHEDULE WMINRLANM
r
SEE �CHEDULE FOR BOLT SIZE _J
*j
LSEE LEDGER SCHEDULE
5112 M IN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
S OLt
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
CLOSER THAN 6"01C.
S. IN LIEU OF HILT[ PAF'S SIMPSON TITEN 1/4"
(2) PT
0 A. x 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
size
BOLT SIZE
V EDGE
CEffrRAL8PACING
A
DOUBLE 2x8
ll�l
8"O/C
1910/c
8
DOUBLE 2X8
14-
61 O/C
24" OtC
C
DOUBLE 2xl 0
1/2'
8" 01C
D
DOUBLE 2xl 0
14-
8" O/C
E
DOUBLE 2xl 0
3/4"
6" 01C
F
DOUBLE 2X12
T4"
1 6- OIC
WOOD LEDGER DETAIL
E: 314"=l'-O"
U1,7� BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 3/4"=V-F
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 S14OULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON Hl GA OR LGT2. 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: 314�'=V-U'
1441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 32750
PH: 407-774,6078
FAX 407-7744078
www.abdesigngroup.com
AA f: 0003325
r DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MS-2628
k 813-886-2802 j
SUBDIV. & M-"4
SILVERADO
LOT #24
BLK #10
P
IMOJECT#
03719,000-24
mol?'ZI.
2795-B
GAP.AGZ EWING:
LEFT
PAGM
DETAILS
V..150 MPH EXP. B
_j
IF
FLOOR DECK
2x6 PT TERMINATION
2X4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3) 1 So COMMON W/ (6) 3/1 S x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-O'BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
OEL�
SCALE: 3/4"=V-(r
SIMPSON H6 Wl
(8)8d COMMON NAILS 2x ST DS
S MPSON H6 Wl (8) 8d EACH END
IN
COMMON NAILS, EACH
ENE) EVERY STUD OR ON
EACH END OF "BUNDLE'
OFSTUDS
PLYV4000 FLOOR
SHEATHING
SIMPSON SPH41SPH6 BTM. J
FLOOR TRUSS OR PLATE STRAPS W/ I Od x I
GIRDER TRUSS 1/2" HOG NAILS
WALL FLOOR FRAMING,
(_,_'�.TRUSS PARALLEL TO WALL
SCALE: 314"=V-0"
ll,�j
DBL PT 2XS BUK'NG BETWEEN
TRUSSES Wl 10d G 3r O,C. IST PLY
INTO LEDGER AND I Od 0 3- D.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8"CMUWALL
REINF PER PLAN
PER ELEVATION
O=
PER ELEVATION WEE
ly ,
IX2 FIRE -STOP
#8 WOOD SCREWS
x 2" LONG @ 3"O.C.;
STAGGERED OFF
CENTERLINE OFF 2x6;
SHOWN
SIMPSON A23 AL
EX TRUSS
NAILING PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
2)L LEDGER
SCHEDULE
ECTION DETAIL
AT TRUSSES BEARING
r,_'�ON EXTERIOR WALL
LE: 3/4"=V4Y
#8 WOOD SCREWS x 2"
LONG @ 3" O�C,;
STAGGERED
AS SHOWN
OBL 2X8 LEDGER
TO CMU W1 1/2"EXP, SOLT
8' CMU WALL AT 16"O.C. AN 8" FROM
END W/ MIN 15-1/2" EMBED,
REINF PER PLAN
FLOOR DECK
PER ELEVATION JL /4'
0
PATTERN
PER ELE TION S9
T PRE-EIZINEEREDWOOD
2X4 P.T. CEILING FLOOR TRUSSES (SEE
NAILER Wl FRAMING PLAN)
MASONRY NAILS
@ 12- O.C.
I X2 FIRE -STOP ION DETAIL
AT TRUSSES PARALLEL
TO EXTERIOR WALL
4 SCALE: 3/4"=I'-(r
(Di2 0
2x STUDS PER PLANS
2x STUDS PER PLANS
DSL PT 2X6 BLK'NG BETWEEN
2X4 BLOCKING BETWEEN TRUSSES
TRUSSES W1 10d @ 3' O.C� I ST PLY
FLOOR DECK
2X4 CONT. W1 (4) 16d NAILS
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 10d 0 W O.C.
#8 WOOD SCREWS
2x4 BLOCKING @ EA. BRACE.
NOTE:
0 TOP OF FLR TRUSS
BRACE W1 (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS)
STAGGERED UPPER PLY INTO 2X6
x 2" LONG @ 3" D.C.;
TOENAIL INTO TRUSS Wl (4) 16d
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS ST.
TRUSS (DIAG. BRACE 10
7
BELOW
STAGGERED OFF
CENTERLINE OFF 2d; w
NAILS 0 EA. END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
COVER 5 TRUSSES)
3/4"AS SHOWN
2X4 BRACE @ 48" 0 C. W/ (5) 12d
l'-4" MIN. FROM 2ND. FLR.
FLOOR DECK
V-0- TO 30--0' (1) 7' BRACE
S—r
NAILS 0 EA. END
LINE
1XI ClNTF' IS) 16d NAILS
C T OF LOOR TRUSS
301-1 - TO 60--0 (3) 'X- BRACE PRE-ENG GABLE TRUSS
'X'
/-DBl_2X8LEDGER
TO CMU Wl ilzl EXP. BOLT
8d RING SHANK NAILS @ 4" D.C. MAX
(ST. 2X6 IS FOR WALL
(1) BRACE @ CENTER
"X-
8'. CMU WALL
REINF PER
AT 16"O.C. AND 8"FROM
INTO BLOCKING
SHEATHING NAILER)
(2) BRACE DIVIDED EQUALLY 2x SUB -BAN
FROM TO END. STIFFBACK AT ALL
PLAN
END Wl MIN 5-1/2"EMBEDAL
16d NAILS @ 8- O.C. MAX
CE14TER
UPRIGHTS OVER 4' _10"HIGH
IX2 FIRE -STOP
(AS PER TRUSS ENG)
PER EL VATION /L
FLOOR DEC
PER ELEVATION PER ELEVATION
0
PLYWOOD SHEATHING, SEE
NAILINIG PATTERN
"ROOF/WALL/FLOOR
0
SHEATHING
FASTENER SCHEDULE"
RER ELEVATION
Ak PER ELEVATION PER ELEVATION
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
2x4 P.T. CEILING
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
PRE-ENGINEERED WOOD
Z CONNECTION PER
1 x2, 2x WOOD FASCIA
NAILERW/
FRAMING PLAN)
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
TRUSS MFG,
SEE ARCHITECTURAL
MASONRY NAILS
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FOR
2x SECURED W/ (3) 1 Gd ENGINEEREDWOOD
0 IT D.C.
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM RED. BOND BEAM RED.
SIMPSON HETAl 6 @
EVERY TRUSS (VERIFY
GALV. COMMON NAILS. TRUSSES @ 24- O/C,
Ix2SECUREDW/lDd SUBMIT SHOP DRAWINGS
I X2 FIRE -STOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16 @
Wj TRUSS PLAN)
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AT TRUSSES PARALLEL
32" D.C. MAX.
(VERIFY W/ TRUSS
SECTION DETAIL
12" O/C AND APPROVAL SECURED Wt (2)12d's
MASONRY BOND BEAM EACH TRUSS
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
/":�TO
GABLE END PRE-ENG'D TRUSS
SCALE: 3/4"-I'-T
_`�PRE-ENG FLOOR TRUSSES
W/ HIP RETURN SCALE: 3/4"=V-0"
_0"
PRE-ENG GABLE TRUSS
20 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO SAYSC-O"O.C. (AT
PRE-ENGD
WOOD
SEE SCHED. BELOW
ROOFTRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 24 O.C.
NOT SHOWN FOR CLARITY)
MAX
PER E EVATION
FOR STRAPPING
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2X6 PT PLATE TO BLK
W/ TRUSS PLAN
TRLM TO TOP PLATE
518"GYPSUM BOARD OR 1/2" HIGH
W/ 112" DIA. ANCHOR SOLT Wl 2"
A-SIMPSONMTS12
STRENGTH CLG. BOARD
4.4108 SYP NO. 2
WASHER SET IN HIGH
U � 990 LES W/ (14) 10d
SECURE TRUSS TO TOP PLATE .1 (2)
WOOD POST TO
STRENGTH EPDXY G'MIN.
GALV. NAILS.
16d TOENAILS
SLAB.SEE
EMBED, AT 3TOC MAX
8 - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE To 2X8 P.T.
U� 1 420 LBS W/ (14) 10d
BELOW FOR
PLATE W/ 12d's 9'0.C. MAX
GALV. NAILS EA. STRAP
2X4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
CONNECTION
FL#17239
PLANS FOR SPACING. SINGLE
CONC.POURED
BTM ' PLATE TO BE PT
LINTEL COURSE
PROVIDE DBL. TOP PLATE
7_0
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 BTM
1/2"GYP. WL. BD.
:0:
AND TOP PLATE ANCHORS Wl
10d x 1 M2" .0 .. N NAILS
SECURE ST. PLATE TO SLAB W/
—
CONT. 20 SECURED W/ (2) 1 Od'. @ EACH
FILL ALL HOLES, DO NOT USE
10d x T'
1/2" xg" WEDGE ANCHOR Wl 2"
WASHER SET IN HIGH STRENGTH
TRUSS/WOOD POST CONNECTIONS
TRUSS TO BE INSTALLED G 10'-0" D.C.
MAX.
EPDXY 5-1/2" EMBED. MIN, @ 16"
OC MAX.
SCALE: .4"=11.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
TRUSS TO POST CON .7101
MEG
A - SIMPSON MTS-1 2 U 990 LEIS W1 (14) 1 Od GALV. NAILS.
B - SIMPSON HTS-20 U 1310 LBS Wt (20) 10d GALV. NAILS.
C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS Wl (16)
I/4"XTSDS, (1) 5/8- A.T.R, TO HDU4 AND (10) 1/4" X 2 1/2" SOS TO POST
TRUSS CONNECTION @ L.B.W.
P0BTT0 SLAB OONNECTION
SCALE: 314'�V-0"
A&B - SIMPSON ABU"Z POST BASE -U:1,900 G:5,660 W/ 518 DIA. x 6"EXP. BOLT
SIMPSON ABU46Z POST BASE �U:2,300 GA 0,335 W/ 518 DIA. x 6" EXP. BOLT
C - SIMPSON HTT5 POST ON SLAB �U*565 W/ 51r A.B. WITH MIN. 7"
EMBEDMENT TO SLAB & (26) 1 Sd x 2-1/7'NAILS TO POST,
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
www.abdeslgngroup.com
AA #.- 0003326
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MS-2628
FAX: 8134MG-2802
SILVERADO
LOT #24
BLK #10
pa0imcT#
03719,000-24
"OpEt,
2795-B
C;AP-*4GZ IBIWING:
LEFT
PAOr.
DETAILS
150 MPH EXP.
A
HIP
ROOF VWND DESIGN PRESSURES
NET (URUSB) ASCE 7-10
ZONE 1 8.97 PSF (19.97)
ZONE 2 17.98 PSF (27.98)
ZONE 3 33.53 PSF (43.53)
.l=,V-O" END ZONE DISTANCE
BAS C WIND SPEED: 150 MPH
K
WIND EXPOSURE:"B"
RISK CATAGORY: 11
APPLICA13LE INTERNAL
PRESSURE COEFFICIENT 1- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 711 S"
O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR
CIEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND Bd RING SHANK GUN NAILS
AT 6" 0 C AT INTERMEDIATE SUPPORTS, SEE
DETAIL
ROOF iHEATHiNG TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2X4
BLOCKING ALL PANEL JOINTS W/ IN 4'OF GABLE
END.
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA
SHANK
TENSILE STR.
SHANK
Sd
S
RING HANK,
2 1/2"
0 120"
170,000
WI-NG
6-20 RINGS
SCREW SHANK
INCH)
8d
SCREW SHANK
2 112"
0.120'
PNEUMATIC
SCREW -NAILS
I NAIL SIZE PER ASTM F1064
2, INTERNATIONAL STAPE, NAIL& TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIOR SHEATHING
USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4"O.C. AT PANEL SIDES
AND Sd RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT V'O.C. AT INTERMEDIATE SUPPORTS
OR 7116"ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
z
Z cj
Id
ch
0
z
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES
f , I
I. . . . . . . . . . . I
Z
m Ly
z
0 0
0 6
z
:R ,
Z U,
z 0
Z) a
0 Lu
�d a
z
8 1
z
�c LOU
X
Q
0
z to
Lu
z
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END,
RAFTERORTRUSS
ROOF SHEATHING
5
ILDING LENGTH
ROOF SHEATHING LAYOUT
AND
FOR=aRACING
FRAMIN2
Eld RING SHANKGUN NAILS
6" O.C. IN FIEUCr
TYP. EXT. SHEM*G ATTACHMEhT FOR ROOF SHiATHINU (O.S.B.
TO BE STRUCTURAL GRADE)
Bd FiING SHANK GUN �AILS @ 12" O.C. IN
FIELD or 8d x 2 1/2" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12- 0.
FIELD
TYP, 314"T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO AStM C33. VAXIMUM hGGREEGATE SIZE SHALL BE 301".
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
VMD:
ARCH:TECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6%AR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
NON -SEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS . APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, ft EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHMIFERED SIC
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATE$, TOP PLATES, BRACING, LEDGERS, BLOCKING,
ACI 318-14. BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC.. SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, ACI 630-131ASCE &13 AISI SPECIFICATION ORTHEDESIGNOF
PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEEMBRANE UNDER ALL SLABS41,14ROUND Y&EIRE INDICATED ON
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED 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
FOR*WORK,
SHALL BE RATED TO RETENTION LEVELS OF 0,26 PCF OF A BORATE PRESER_fVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS. SLASS. COLUMNS. WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE VVITH ACI 347,
Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THANW OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES $HALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FSCR 2017, Oth 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 STRUCTURALJOEPENDMG 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. rr IS THE CONTRACTORS 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.
T FMPO
_ RARY BRACING. GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAS-OWGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
00 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf
20 psf TOP CHORD --ant
10 pf BTM CHORD
DEADLOAD DEAD LOAD
16 pf TOP CHORD 20 per TOP CHORD
(7 psf w ASPHALT SHINGLES) (10 psf W N. GYPCRETE)
10 psf BTM CHORD 6 pf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 10prf
BALCONY LIVE LOAD 60 pirt
STAIRS LIVE LOAD 40 Pat
WND: DEAD LOAD SPEED = 150 MPH 3- SECOND GUST
(ASCE 7-10 lFBC R2017) EXPOSURE 8, RISK CATEGORY I I)
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: I Opef, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 2OW HABITA13LE ATTICS AND ATTICS SERVED ATFH FIXED STAIRS: 30plf, BALCONfES (EXTERIOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 2DOpsf, GUARD IN -FILL COMPONENTS: 50pf, PASSENGER
VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40p0, SLEEPING ROOMS: 30psf, STAIRS:
40p.f
SHOP DRAWING REVIEW:
SHOP DRAWINGS MLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL SEARING PRESSURE OF 2.000 pd. 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
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE�COMPACTED AND RETESTED AT THE
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER,
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE WX PRIOR TO
CONCRETE PLACEMENT CONCRETE SLUMP EIHALL NOT EXCEED F-1- PRIOR TO THE ADDITION OF PLASTICIZER.
CONCRETE $HALL COMPLY NTH ALL T14E REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG TRANSPORTING ETC
CONCRETE TICKEIS S4AU. BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED iROM MIEN Whill IS
A EDTOTHE MXUNnL IT ISDEPOSITED IN ITS FINAL POSITION"LLNOT EXCEED 90 MNURES. IF FORANY REASON THERE ISA
DELAY IN&JCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
RESPONSIBIUIY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WITH THE ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL, BE AS FOLLOWS:
A. r FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONEI):
S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER
I - IT FOR #5 AND SMALLER
Itt
r FOR 06 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
31'r FOR SLABS, WALLS AND JOISTS
1-1/2'FOR BEAM AND COLUMN PRtMARY REINFORCEMENT TIES. STIRRUPS
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
WEMED WIRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WELDED WIRE MESH, SHALL BE ASTM Al $5. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
WOW TRUSSES:
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. V41RE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2* CHAIRS SPACED 3'-0- OC, EACH WAY,
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
REINFORCING STEEL:
REBAR SHALL BE ASTM A81FGkADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED.
GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
Wl THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI14. -DESIGN NATIONAL
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL
STANDARDS FOR METAL-PLATE-CONNECTED�WOCO TRUSS CONSTRUCTION:, AND `TPI/W7CA BCSI I"
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
REV EW.
WOOD TRUSSES.
TYP. MIN LAPS SHALL BE AS FOLLOWS; #4 BAR 25' #6 BAR 36'
95 BAR 301 #7 BAR 42'
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PRO IDE 36'x 36* CORNER BARS. BOND 13EAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR. SEE QUAILS
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI AM.1-1 982.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM NTH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
WALL.
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
INTO INTERSECTING WALL$ AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS. FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
WITHOUT THE APPROVAL OF THE ENGINEER,
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
M"ONRY-
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE SITMS 402, BUILDING CODE REQUIREMENTS FOR
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUSS ENGINEER.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
MANUFACTURED IN CONFORMANCE NTH ASTM C-BO, GRADE f. - 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE IAO COMPONENT
RUNNING BOND UNLESS OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
*
PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS CONNECTIONS.
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318"
COURSE AGGREGATE, AND SHALL BE PLACED Wl A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
TYPE'M"OR'S* MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O.
STRUCTURALSTEEL:
THE MATERIAL. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
SITH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
AN, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B
Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE S. TYPE E OR S, Fy = 35 kl. TUBE AND PIPE
COLUMNS SHALL BE 0014CRETE-FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-DOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
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1. STAPLES E3HAU_ NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2 . FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTUREWS SPECS AND OR NOA
3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4� PAF SIALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HERE] N
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAALED ABOVE
6 . WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
1A41 M
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PH: 407 77 078
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DETAILS
Q50 MPH EXP. V
IPMENT 10/30/20
DATE:
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