HomeMy WebLinkAbout6610 Cobble Bliss St99 2795-CAMDEN99
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12602 TE=-L_EC:C>M C)RIVE=-, TAMPA, FL_ 33637
Topi: (813) 740-9720 Fax: (813) 740-9715
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0 STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
lb
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
nam Buunw coDr, m=ZwftU,
6M ZDf= (2M7)
-AM IWAL MD STATZ COM
-OCCUPANCY - RESIDENTIAL, GROUP R3
CONSTRUCTION TYPE - VB
IN. MMOR FINISH - CLASS B
BASIC TIND SPEED - Vult=150 MPH
Vasd=116 MPH
EXPOSURE - B
I -STORY RESIDENCE -
-2-STORY RESMENCE - M& HEIGHT AS PER LOCAL
AND STATE CODES
ABV ABOVE
A/C AIR CONDITIONING
ADJ. A JUSTABLE
ALT. ALTERNATE
AMP AMPERAGE
B 130ARD
CL CENTER UNE
C CABINET
CLO. CE UNG
CLR. CLEAR
CON CONCRETE
CP1r CARPET
C T. CERAM C TILE
a DRYER
DBL DOUBLE
D.G. DUAL GLAZ D
DIA. DIAMETER
DI DIMENSION
DISP. D SPOSAL
OF. DEEP
DR_ DOOR
D.S. DOWNSPOUT
DIL GET IL
D.. DISHWASHER
EA. EACH
ELEV. ELEVAT ON
EQ EQUA
EXH E UST
EXT, EXTERIOR
F 0 /FX. FIXED GLASS
FL. FUEL GAS
F FINISH
F FLUOR
F FLUORESCENT
F DR. FRENCH DOOR
FTG FOULING
Gk GAUGE
GAR DISP GARBAGE DISPOSAL
C.F.I. GROUND4AULT CIRCUIT
INTERRUPTER
OL, GLASS
GYP. BU 0 SUM BOARD
H& HOSE BIB
HC. HOLLOW CORE
HDR_ OR HT HEADER
HOT, HEIGHT
rNSUL INSULATION
rNT. INTERIOR
LAV.
LUM.
M.C.
MFR.
MIN
M.t
MTD.
MTL.
N T
..&'
PL
P.B.
PH,
PPLLYWD,
PR.
P.T.
R.
RAD.
RAO
REF�
RM.
R.O.
SC.
SR.
SH.
SHY
SHTHC.
SHW
Sim,
SL
SL. GL
STU
SWS
T MP.
THK�
T OC
T 0 P.
6.S.
TY?.
U.N.O.
VT.
W.
W/
W
W W,
W
W'L
LAVATORY
LUMINOUS
MEDICrNECA13TNET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOO
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET
S RAINING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
TEMPEREDGLASS
THICK
TOPOFCURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESSNOTED
OTHERWISE
VAPORPROOF
WASH
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
DATE
DESCRIPTION
—
T&Wts
CONTROL DATE
ARCHITECTURAL SHEET # DESCRIPTION
ftfJ§IM
ADDED IbV-C ENGWNEERIWG
PG Cl-COVER SHEET
PG GN-GENERAL NOTES
PG AI -FLOOR PLAN
PG A2D-FRONT AND REAR ELEVATION "D"
PG A3D-LEFT AND RIGHT ELEVATION "D"
PG El -ELECTRICAL PLAN
PG Pl-PLUMBING PLAN
PIG Ml-MECHANICAL PLAN
PG Dl-DETAILS
PG D2-DETAILS
PG D3-PRODUCT APPROVAL LISTING
PG WA1 -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
P -WALL ASSEMBLY DETAILS
G WA4
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
01/2b/lS
ADDED OPTIONAL PENDENT LIC%HTIWS AT KITCHEN
VI/25/1111
FIXED DIMENSIONS FOR STUDY AND DININGG ROOM
—
W102119
REvISE SGFT CALCS
IOA411S
UPDATED LED L*WT6 PER D.R. HORTON
10/30AS
UPDATED LED DETAIL SUBOLES PER DJ't HORTON
11108AS
ADDED FOUNDATION ON GAR BEARING3 WALL
02/01W
UPDATED SIMPSON CONNECTORS, I.L.O. LISP
CRAMW
ADDED 150-0 EWWNEERING
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
CIZA0440
REMOVED ST04E CAP NM ADDED FOAM CAP ON ELEVATI"
SQ.FT. CALCS
3/gaV
ADDED FRONT ELEVATION F' PER DJtI4ORTON
IA4120
CWAWGED ROOM NAMES PER D.R. HORTON
IST FLOOR LIVM 2.836 Sa FT.
GARAW 619 Sa FT.
ENTRY bb 60. FT.
C40WFSD I" IW Sa FT.
TOTAL 3,113 Sa FT.
STRUCTURAL SHEET # DESCRIPTION
PG Sl-FOUNDATION PLAN
PG SIAA-DETAILS
PG S1.2-DOWEL PLAN
PIG SI.2A-DETAILS
PG S2-UFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S3-FRAMING PLAN
PG S3.1A-DETAILS
PG S3.113-DETAILS
PG SNI -DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBWT A WRITTEN R.F.I. (REQUEST FOR
ENFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRrrTEN
RF1 . 9 IN wRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUELDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
MONSTRUCTION BASED ON THE DRAWING SET.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 327W
PH: 407-774-6078
FAK 407-7744078
www.abdesIgngr0up.00m
AA 111: 0003325
DRAFrING BY.'
I
XB. DESIGN GROUP
DRAFrIN:GNC.
I
I
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134386-2628
.. SO
FAX: 8134IW2802
I stysz)m & XJ071
SILVERADO
LOT #22
BLK #10
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ROJZCT#
03719,000-22
W�-CAMDEN
GAJtAGZ SVnNG:
LEFT
PAGZ:
COVER
SHEET
k150 MPH EXP. BJ
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) LINO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECUENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERSARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GAMM AND CAMUS
I . 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1 - MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION 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 18 -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.
SITE WORK
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 WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT,
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THEBUILDINGSITE
SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 3- O'BEYOND NEW FOOTING LINE,
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
`10. THIS BUILDING IS NOT DESIGNED TO 13E CONSTRUCTED WITHIN A FLOOD ZONE, LIND. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB NTH THE SIGNED AND SEALED SURVEY WHICH COMPUES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOMTED 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 MOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2,r AND THE MINIMUM AREA SHALL BE 8 FT SQ.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3/4"PVC (SCHEDULE 40), INSULATED WITHV AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FIINIISHES
I . WHEN PLASTERING NTH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND NTH 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-ClO63-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 IA & R703.7. 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 1"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-C`1063 - 15A AND R703.7.
FIRE RESWANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE NTH l/T GYPSUM BOARD. R302.7.
EMMOR CEILINGS
1 . EXTERIOR CEILING TO BE 1/2"GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2* GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS NTH I
1/4'TYPE"W DRYWALL SCREWS AT 12' D.C. (PER MANUFACTURER'S SPECIFICATIONS)
CONSTRUC11ON OBSERVATION
CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
I . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE
INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
1,441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.00m
L AA #: 0003325
DRAFrING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SiS8862628
FAX: 813-US-2802
w
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CAP-tGE 8WING:
LEFT
PAGE.
GENERAL
NOTES
150 MPH LV.
lim[IN5
HNI'm
-----------------
BEDROOM
TO
- - - - - - - - --
BATH I k
Arno
Av -111-1� �11
IR-04
21 r, — — -1 d'
ENCLOSURE
m LLV 3V T";t BA 1 3 5-sw
C.LA86 DOOR _.
(p lwc
MuLnow
;t
BEDROOM
TYP.1 V-4' 1
I TO a
L
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I UMG ROOM
L
x
L—
— — — — — --
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I ATTIC
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0,
-----------------
COVERED
LANAI
w-4,a&
-------------------
i
GREAT
r ROOM
Typ.,
:m
- - - - - - - - - - --- -
to -to,
DMG
ROOM
L- - - - - - - - - - - -
� I �/ BDRM. 3
7
BDRK 2
V-4'CLG
TO S'.4' APP.
fflilm
w
FLOOR PLAN NOTES
ALL DIMMIONS AM MWI PACE OF 1 V BLO= WALL
(OR EDGE OF FLOOR SLAB) TO FACE CF.1— � STUD UND.
ALL INTERIM WALLS ARE 3 A* UN.O.
oftym vshim Twwx" ROM (Vm mcrr SCREENED
AIR 00PV4ft6*0R SET ON 44*X44' PVLMO C4OW- PAO
I -AD NIONG 6'PIWM EDGE OF 6TAIr-TIMS.
- GEE SWEET ON FOR deePLAL AND STANDARD BUILOM
NOTES.
- ALL KAISITAISLE NO" TO 14AVE AMC FAULT CM=IT
NTEP%WJFmft
' ALL I" ME04T ISLOOK WALL& METWEEN FILLED CELLS
WITI40UT 0RBNlN5.$ APE "AR WALLA
FLOOR PLAN
SQALE� 114' P-0'
-EX�MASONW
WALL SRCk HErA4TS
144
SQ.FT. CAILIC.-S
IST FLOOR WWI 2A3* 60. FT.
61-3 Sa FT.
ENTRY 6s em5l. FT.
COVERED LANAI Iw Sa FT.
-TOTAL 3,113 Sa FT.
CONPON111TAND CUDONGI OD LOADS
BMNDBFMMFORSMWWM
wellime
ANDTWE
Illam
FOOTAGE
ZOPE
OWHODM
PRIAM
MIN. WINDOW
10
b
243/-32.5,
CRITEFUA
EXTERIOR SUJING,
Is
5
23.4/-30.1
DR. MIN. ORITERIA
SCLD. MIN.
41
5
221/-410
CRITERIA
I
I
I '
1
14,010 0.14.0.
1 112
5
1 20.5/44.11
BASIC WIND SPEED MPH = 150 (Vult)
INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG.
CAT-=Il, EXP.=B, MEAN ROOF HT. = 14'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR OTH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
I MANUFACTURER. OMM DAID OSIMVI
8441M AND SECURE
RADIUS COWERS, SEE
VA IES COUNTER TOP
MATERIAL TO
PLAN
CA15INETS.
BRACKET 4
INSTALLER 15HALL
DLOCKING
INSTALL FLAT
ELECTRICAL BOX
15AR REINFORCING;
AT ENDS Or PAWITION
ARIEe
AR
KITC44EN
BASE
BRACKETS AS
INECESSARY'.
UAALL
2'XWX35-1/4 - ------
CABINET
LOW WALL
2'X6' STUDS
*1 OZ.
W/ 1/2*
DRYWALL
�TYP. CABINET SECTION
AWALE
)A t NTS
-c
1p
VARIES
(,'�\OPENING DTL.
02�'T40.
i"I N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FXk 407-774-4078
www.abdosigngroup.00m
L AA#:O003325 go
IF DRAFTING SY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336.34
PH: 8134WS-2628
FAX: 813-88r�2802
[tmDlv. Jake L.071
SILVERADO
LOT #22
BLK #1 )1
P3R0JECT#
03719,000-22
Tffl�—CAMDEN
G
GAI%AGZ OWING:
LEFT
PAGE:
FLOOR
PLAN
Q50 )H�H QN. Pj
6' LAP SIDING
TYP.
tole,
WEEL 2T.10
5'-4* Wrl. HGT.00 -
S' STUCZ:0 z
SANDING
TYP.
FOAM CAP
STONE
VENEER
0' 0' FIN FLR.
0'-5- GitADE �Mllsl.)�
I
FRONT ELEVATION,
TEXTLIRED FINISH
NOTE, WALL FENESTRATION FLASHING AS PER F50R R103.4
STONE VENEER TO 5E INSTALLED PER
MANIPACTURER'S SPECIFICATIONS
5* STUCCO
ISANDING
TYP.
N 4' IF4 4 -1
F 0' 0'r[N FLR.
e' GkXDE eMIN.)
AREA OF ATTIC
3972 SQ. FT.
NET FREEVENTILATION AREA REQUIRED
1/300
REQUIRED VENTILATION AREA
3972 /300
13.24
VENTILATION AREA X SQ, INCHES PER FT. (144)
1906.56 SQ. IN.
MIN. REQUIRED VENTILATION
.5x 1906.56
IN UPPER PORTION OF ATTIC
953.28 SQ, IN.
OFF RIDGE VENTILATION AREA 115 SQ, IN. PER VENT
953.28/115
TOTAL# OF VENTS REQUIRED 8.28939
TOTAL# OF VENTS PROVIDED 9
*AREA OF ATTIC IS THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
18'X30'
(-A--�LQUVER DTL._
SCALE, 1/2 - I'-V'
STUC
AND
( KEYSTONE DTL.
iP, Es 1/2 - P-0'
---------------
OFF RIDGE VENT 12
�15
V-4' 5fW3. HGT.00
V-4' 5RX.. HGT.s 5R3. WGT, STUC40 15AND
RAISED
CM TO 5'-4' AJ=P.------
STUCACO
FINISH
FOAM CAP
L-1 L—J 0
El I
0' *FIN FLR- - — - — - — - — - — - — - — - — - — - — - — - — - — - — -
ol-al G&E
STale
REAR ELEVATION VENEER
;t
TEXTURED FINISH
0'-0' FIN. FLR
-- — — — — — — — — — — — — — — — — — — —
��,,�CQLUMN DTL.
1441 N. RONALD REAGM BLVD.
ORLANDO, FL 32750
PH: 407-77"078
FAX 407-77444078
www.abdestgngroup.com
L AA#:0003325
IF DRAFrING BY:
A-S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336U
p .
FAX:.=2802
IgtmDlv. a MR,
SILVERADO
LOT #22
BLK #10
PA
I OJZCT#
03719,000-22
TW-CAMDEN
GAPL&GE SWING:
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PAGE:
FRONT & REAR
ELEVATION "D"
150 MPH V% B
V-4' 5W- WGT.
S'-4' 5R3. WGT.o
0'-O'FIN.
12
lt�-
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
r771
Li D
------------------------ ------ ------------------
LEFT ELEVATION_
TEXTURED FINISH
STOt,E lv`ENEER TO 15E INSTALLED PER
MANUFAr-TUREIWS SIOECIFICATIONS
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
OFF RIDGE VENT
OFF RIDGE VENT
12
--------------------- ---------------------------------
RIGHT ELEVATION,
TEXTURED FINISH
STONE VENEER TO ISE INSTALLED PER
MANUFAr-TURER'S SPECIFICATIONS
- oS'-4' 5FW.. HGT.
- o'3'-4* BIRG. i-*r.
g2; - g
�',rlll- FLR.
KAUE (m
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
IF DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: W486-2628
FAX: 8134W2802 j
arm
IBUDDIV. & LOT.il
SILVERADO
LOT #22
BLK #10
3
PIMOJZCT#
03719,000-22
'T?9T CAMDEN
GAMAGIC EMINIG:
LEFT
PAGZ:
LEFT & RIGHT
ELEVATION "Y'
Q50 MPH EXP. V
Ib
ELECTRICAL LEGEND
SYM.
YM*
DESCRIPTION
_40,
TA
ANDARD SWITCH
-4
I
-UIAY SWITCH
"WA
"W
_W
-WAY SWITCH
_WA
'M
IMM
IMMER SWITC44
SUTTON
4
ISCONNECT
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EFW106TAT
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W
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=0
lov DUPLEX RECEPTACLE (ECAJIPPED
I
IT,
IT"
TR GROUND FAULT
T".
ITIRUPTER/TAMPER RESISTANT TYPE)
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DIRED TO SWITCH)
4D:
!XTERIOR LUATERPROONIGPI
RECEPTACLE (GROUND FAULT
NTERUPTIER)
iev cuAoPLEx RECEPTACLE
0V DUPLEX RECEPTACLE (FLOOR
?20V RECEPTACLE (4 IWIRE
:ONNECTOR)
I-0
UALL MOUNTED LIGHT
ILING MOUNTED LIG14T
ED CL& LIGHT
ND T LIGHT
ODD LIGHT
-SCONCE PRE -WIRE
T PAN WITH LIGHT (I CPM PER 60. FT.)
aga
15ULB LIGHT FIXTURE
AQQA
IBULD LIGHT FfxTuFw
Anna=
IBULS LIGHT FIXTURE
A A
TRACK LGWTING
IC LIGHT WITH FULL CHAN
DER CABINET LIGHT
'FLUORESCENT LIGHT (RECESSED)
17-1-1
FLUORESCENT LIG14T (SURFACE
T)
LI-1
FLUORESCENT LIGHT (RECESSED)
FLLK
SO LIGHT
86 LIGHT (VAPOR PROOF)
MOUNITED LIGHT WIT14 J-50X
.PAN
CAL PANEL (FIELD VERIFY
TION)
0 VIMMIrl
TION)
F0
-5OX (WALL MOUNTED)
(2)
J-150X (CEILING MOUNTED)
___,�W�CEILING
MOUNTED PAN
VENT PAN (I OFM PER Sa FTJ
PHONEJACK
G
DETECTOR (CEILING MOUNTED)
IfEer -
ILING MOUNTED)
IMES
OOft OPENER__ - )UTLET FOR dANAW
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ORT
M
P
NOTES,
LOCATION OF TV JACKS 4 P14CINE OUTLETS 4 FANS
TOIBE VERIFIED * HOMEOWNER
PIW-CONISTALICTION MEETW-
ALL 15 4 20 AMP 5RANCH CIRCUITS TO DE ARC
FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION
20 AMP DEDICATED LAUNDRY CIRCUIT.
GPI 0 ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWAS14ER DISCONNECT TO BE LOCKOUT IN
PANEL
ISATWROOM EXHAUST FAN TO HAVE MINL CAPACITY
OF " NTEW1 TENT PER TAi5LE MIWA OF
FECIR XE OtTION T2,11)
LAUNDRY ROOM RE EPTACLE SHALL ISE GROUNIO
IT
FAULT CIRCU T-NTERUPF`TER PROTECTION FOR
PERSONNEL ON FEEDERS)
WIRING MET1400 SMALL ISE NON METALLIC CAINLE
AS NEC 2014 ARTICLE 300.405XV
ALL RECEPTACLE TO 15E TAMPER -RESISTANT
5E SELE '-TED BY BUILDER
G MST BE ENSIIRGY EFFICIENT
TYPE PE F.Eka ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 2011. bth
WP
GF1
- — — — — — — — — — — — — — — — — — — — — — — — — — — — —
—
- - - -
- - - - - - - - - - - - -
COVERED LANAI
PRE -WIRED
CAB
CLO PAN
OPT
PIXTU�E
WP
wi
0
PRE -WIRED
101 Elm, El
CLG PAN
- - -
- - - - -
- - - - - - - - - - - -
S.D..
IS
e
- - - - - - - - - - - - - - - - - -
4�-4- 4--0-
V
GFf
GREAT ROOM
VP
Ic(
4,
11
0
BATH 1
20
LCTED)
FOR
S PRE -WIRED
CLG FAN
d
-----------
KITCHEN
-------------
MULTI-GEN
BEDROOM
qf 1
GF1
1,
-PLUMS
DINING ---- I
PRE -WIRED
cLr. PAN
L
(�
ROOM
If
"
LAUNDRY klQ�11'
-
L ----------
L
u �11
CLG FAN
PRE -WIRE
L- - - - - - - - - - - -
F- - - -
- - - - - - - - - - - - - -
i MULTI-GEN
LIVING
801coi
ROOM
BEDROOM
1bD1cO
CLG FAN
I L
PRE -WIRED
CLG PAN
GF1 0 44' TWH
APP. J
APP.
'lei
2w-
I
/to,
L - - -
- AS RE(2.
WALL MOUNTED
PER 15LDG.
CODE
LIGHT W/SWITCW IN
ATTIC
6
3-CAR
GARAGE
4-
CLG. GF1 OUTLET
Ic
CLG FAN
METER
FIELD
FOR OPT.
GARAGE DOOR
I FOR OPT.
I GARAGE DOOR/
wP
GF1
OPENER
OPENER
VERIFY
`L
LOC. (L OR
P.15. FORJ
IRRIGATION
CHIMES
BEDROOM
OUTLET
---------
ENTRY
-----------------
OPT.
----------------
OPT.
ELECTRICAL PLAN
COACH
COACH
LIC44T
LIGHT
WALE, 1/4' - I'-W
WIP Pan 'I MAIN -A
PANEL: 8/16.p W. b-k. VOLTAGE: 120124OV-lPh MAIN: 150 Arno M.C.8
FEEDER: 3. #1 Ou TMN & 1- #6 Cu (G) In I W- C. OR 3. #210 AL ThVM & 1. 06 Cu (G) In 1 10 C.
mft..
.2
1
--p-ol—
Is,-
r
PANEL -A
PANEL: 42 at breaker VOLTAGE: 120 / 240 V -lPh MAIN; 150 Ap KLO.
FEEDER: "I Cu T�M & I- SO Cu (G) In 1 10 C, OR 3� SM AL T�M & 1- 06 C� (G) in I 1fr C,
win,
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411
sinns
41
42
I54IXI
MIA
rnand Factor Calcut"ns:
ABBREVIATIONS:
AINA: ARC—T—T—M
W-4.11— 1.
—1-10-1—
=
LOAD CALCULATION Is RMSO ON AfC NON�ONCIDENT LOAD
G.—I LI hfi Z R I d
L d
1 d"W"Mat'100%
65
— ..)
1 8450
7
I As
LED LIGHTING LED LIGHTING
@ SINGLE LAV. @ SINGLE LAV.
MULTI-GIEN 5ECIROOM ISATH LAUNDRY ROOM BAT14
._W, 4--c3' N-W., I
Qz ZZ
Z_ - - - - - - - - - - - - —
LED LIGHTING
@ DOUBLE LAV.
155PROOM 2,00 3 SAT14
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES,
A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL
CCM-LY UTW ELECTRICAL PROVISION6 OF T14E BIGRAtIA
01711 LOCAL COCIES, AND ALL LOCAL PCIMER
PECUPROPENTO,
IL ALL C41NDUCTORS SMALL Be TYPIE THMNA14N UNLESS
NOTIED OTWERINSE.
POWER COMA
TRAMISPOWISER
C~F
PROV03 190 AMR W440 VOLT, I PWASE 69CONDAPM
ELECTRICAL URVICE. PENOVION S -1 COPMR (CU) IN
I-:V2'DIA SCHEME W.PV1_ CONDUIT OR PROVIDE S
.2 ALUIIINUM (ALd IN 2' DIA 60MCKLE M PVC
C4NDUIT UNLESS SON= 16 PROVIDED MY TMIE
ELECTRIC =IPANY. COORDINATE UT14 THE ELECTRIC
OVP"ANY PRIOR TO DID.
LED LIGHTING
@ DOUBLE LAV.
5ATM I
PROVIDE 3M/Es CU. TWN . 1% CU IN 2' OCNDUIT OR 3
%40 AL. THM - 1% CU IN 21 CONOUIT OR 2/0 AL. ORA
(CONDUIT TO TENIINATE AUSOVIE SOFFIT - OV1�
—T,CN ENS,
DISC4NNECr SIATC14 AND 0/240 vt
ELECTRIC MISTER IN
NOMA 31t ENMOSURS
e SERVICE ` *7
r"__A_A7f_ 1-7
1 mce
8NT"At= SERVICE mcneAmCe
ETERWE'riffe sew""' H H ff"FLREETWE"O'N
INTIEROYS71" MONCING
TIEWINAL AT LOW
VOLTAde CONNECTIONS
— 1 -4 CU SERVICE aMOUND C40ININECTED TO
CONCRETE! ENCAS90 POOTER 8796L I"Pt
ELECTRICAL PROVISIONS OF THE P19CPt &LW
5/6" CIA X 0 Fr LONS COPPER CLAD &ROUND ROD
1441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 32750
PH: 407-774-6078
FAk 407-774-4078
www.abdesigngroup.com
L AA#:0003325
DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33SU
PH: Si34186-2628
rA
REOPEN
ISZMDIV. & L01r.
SILVERADO
LOT #22
BLK #101
PIROJBCT#
03719,000-22101
'TW—CAMDEN
GAPtAGZ OWING:
LEFT
PACE:
ELECTRICAL
PLAN
150 MPH B
-
-----------------------------
-
22'-2'
42'X "J
60,
TUB
0101
LAY,
I -AV.
F
Q
Q
7 E-s Ts
-311-11
4
ip
IMF.
Wo.
KITCHEN
SINK W/
AUTO VENT
2- vm��
2.
2-
11/2'
OFT:!
k-2-
2'VTR
3-
1/2' 2' VTIR
L2'
LAV
20'-3'
2 1/2'
1 11/2-), 2. R
LAV
LAV 3
1
L.T. ILL
Tus
LAV
1 1/2'
TUB
'L-2-
2-
3- 2.
3- 3
U,C
LAV
Co
21
To
MAIN
PLUMBING RISER
r ----- I
-------
OT
W.
mo
wo.
41 - - -
- - - - - - -
PLUMBING PLAN
- - - - - - -
- - - - - - - -
SCALE: 1/4 . V-0'
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX- 407'774-4078
www.abdesigngroup
AA*:0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
[5439 BEAUMONT CENTER ]IBLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 8134M6-2802
[SUDDIV. do XoO7'
SILVERADO
LOT #2721
BLK #10
1pptojzcT#
03719,000-22101
T?V!�-* CANDEN
GAM&GE 911MG:
LEFT
]PAGE:
PLUMBING
PLAN
150 MPH EXP. Bj
HVAC NOTES
1. ALL MEC14ANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON-00NDITIONED, AJWAS SHALL 15E Co"TALICTED OF A VALUE
OF: NO LESS THEN R-6 RATING� ALL SEAMS SHALL BE SEALED WITH GLASS PAD A MASTIC. AND
INSTALLED AS PER P15C 6TW EDITION (2011) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL 15E APPROVED UL 181 CLASS I AIR DUCT AS PER NrPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY C44IMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET PUCTS, SMALL BE CONSTRUCTED OF SMOOTH 0,6LV. METAL.
OR OT14ER MATERIALS AS PER F5C &TH EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION
(2011) MEC44ANICAL CODE 603J
1. 13ATHROOMS CONTAINIWG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MEC44ANICALLY VENTED IN ACCORDANCE WITH FW 6TW EDITION 0011) MECHANICAL CODE SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER —CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND UIALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MF& RECOMMENDATIONS AND Fw 6TH
EDITION (2011) MEC44ANICAL C4DE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER PAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS.
NOTE
ALL HVAC, TO HAVE PROPER
PANS Wt DRAINS
ATTIC
CEILINO�
[-0-70
FoFo
__--EXTERIOR WAL -L
PLENUM
_--AIR RETURN
AND LIQUID
AIR SUP -PLY
R FR
REETRIGERANT LINES
AIR HANDLER
WALL
LEXTERIOR
3/4' PVC CONDENSATE DRAIN LINE
7
F
//—
EVAP.TRAY
P C e
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FBC-R 6TH EDITION (2011)
MECA4ANICAL BLDG. C,=E
SECTION W1.2.4
HVAC
DRAINS.
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TRUW,
BROKEN LINE- RETURN TRUhK
BALANCING DAMPER OR 05D
CEILING EXHAUST PAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(T)
T14EWOSTAT
S)
PASS-THRU AIR GRILL
SECURE STRAP TO ClONC. CONDENSER
Ull (2)-3/16'X2' TAPOONS UNIT SIMPSON UZ ROLL STRAP
OR EQUAL
SECURE STRAP TO UNIT UW (2)
4'OONCRETE SLAB -SXI 1/4' SWT. MTL. SCREW&
CONDENSER UNIT
CONNECTION TO PAD.
NOTE. MAIN CONO. DRAIN 3/4' DIA.
OVER HEAD * 121 PROM STRUCTUREE
COUNTERSUNK
SC-ORfATED NICKEL—,,,, FIN. FLOOR Cj0. FILUG
BRONZE rL. PL. OR WALL
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 8249V-K J06AM 560M
INSIDE SERIES NICKEL BRA86 TOP
CAULK P.VZ OPTIASPEC
VLOOR SLAB CLEAN -OUT (TYN
FIN. GRADE
OR PAvIW-v
SEE SPEC.
11—SIX81 CONC.
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
I)EXATI. GROUND CLEAN -OUT (TYP.)
NT5
701
MECHANICAL PLAN
SCALE: 1/4 - 1'-0'
1"I N. RONALD REAGAN BLVD.
ORLANDO, FL327W
PH: 407-774-6076
FAX 407-774-4078
www.abdoolgrigroup.com
AA #: 0003326
IF DRAFTING BY-
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SiSSM2628
FAX: 8j!j::!r
.i2..Ooj
r"INT 08/03/20
DATE:
8CAXJC. 1/4"=I'—O"
xlf=T
Ilk. -A
2X4 TOP ATE 7
PEIS PLFIL
PLAN IV TZ ,,E-,A,, TRUSS
I/2'CLG. BOARD
1/2' DRYWALL Tv)r
SECURE BT. —
FLATS TO SLAB
W1 Wd MASONRY
NAIL * 32'O.C.
MAX
PIN. FLR.
0—
STUDS 024'
or_
SLAB
NOTE-. STUDS IN
PARTITIONS SUPPORTING
WALL HUWx PLUM5114G
FIXTURES AND WALL
CABINETS $HALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.C.
(H)TYP. INT. WALL (NON-BRG.)
�'T� WALE: 3/4'-l'-V*
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
Oft SYNT14ETIC
PRODUCT, INSTALLED
PER SECTION RWb.LI
ON J' O.S.S. SWEATHM
OR J, Cox PLYWOOD
SECURED PER
FASTENER SQ4EDULE
PRE -ENG TRUSS--"
MTL. DRIP EDGE
2x FASCIA PER — TYP
ELEVATION67ojp4'
1/2' THICK 2 COAT PORTLAND—L---
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
w-v FIN. rm�
,5/8' GYPSUM a(
OR 1/2' HIGH
STRENGTH CLG.
BOARD
UIA. t:PLftMYI=,
0 NOT CUT
-BAR
PE--i I
BOND BEAM
SOLID GROUI
W/ (D- 05
(2) COURSE
DO NOT CUT
THE BOND
BEAM
REIBARS
r2AVIPE THROUGH BOND BEAM
\lal� SCALE: 3/4'-1'-0'
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4.1 INSULATION —
WINDOW ATTACHMENT
AS FIER MAMLIPACTURES
SPECIFICATIONS
REFERENC-E
STRUCTURAL
Ix2 P.T. FURRING —
STRIPS 0 24' O.C.
a, c;mU_
in, GYP. WL. ISO. -
WOOD SASE —
FIBERGLASS SWINGLES,
OVER "50 FELT PAPER
OR SYNTHETIC
PRODUCT, 114STALLED
PER SECTION RW5.I.I
ON O.S.B. SHEATHING
OR Cox PLYWOOD
SECURED PER
FASTENER SCHEDULE
—REFERENCE
STRUCTURAL
PRE-ENG3 TRU"
MTL. DRIP EDGE
2x FASCIA PER
ELEVATI"
VENTED SOFFIT
1/2' THICI<� 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-V' FIN. FLR
(i-,_W�WIN�DOW O�PENING� tzNTYP. WAU SECTION
'�y �NOOPENIW- �kQIF
PER SECTION W50.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:12, A
(a)I-STORY HIP BLOCK WALL (2) LAYER UNPERLAYMENT SYSTEM
\�D �l SCALE, 3/4'-P-0' 18 REQUIRED. FOR ROOF: SLOPES
OF 4:12 OR GREATER (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D22(v TYPE 11,
ASTM 0 486'3 TYPE IV, OR ASTM 0
(0151
so Lm
1p�ummpma"�
rcm
W. *YR. AL W.
� &ME
r2B'\GAS LINE THRU BLDCK
FIBERGLASS SHINGLES
OVER SO FELT PAPER OR
SYNT14ETIC PRODUCT,
INSTALLED PER SECTION
Rw5.Ij ON Ik 0.6.5.
SWEATHIWO OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
I..,.
TYP.
MTL. DRIP EDGE'/jL0JP4
2x FASCIA PER
ELEVATIONS
YENTIED SOFFIT
PRE-ENG. GABLE TRIM
2x P.T. SECURED PER
STRUCTURAL DETAILS i
WOW JAMB PM
f9to=T O.WOMAP VCXM
APPVWVAL SM =2=7-4r,
Isy m". By arwm
F^6704W TO Floom
TWACK OftAC"To
tw PROD=
APP4WVAL PEa
_'� GARAGE DOOR JAMBS
_3
�l SCALE:
_2X4 SPI, 24'01c. MAX._�
SECURE tUf (2)12d NAILS
a EA, END
2x 5LOCKINda BETWEEN TRUSSES
—PER STRUCTURAL DETAILS—
STIFFOACK AT ALL UPRIG14
PER STRUCTURAL DETAILS
PRE-ENG WD, TFIft —
CONT.'2x PAT " SECURED PER—/
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR
MLATION R-VALUES,
,�,PER ELEVATION
5/8'GYPSUI 150ARD OR 1/2'
HIGH STRENGTH CLG. 50ARD
FIBERGLASS SHINGLES
OVER W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RW5JJ ON J' O.S.B.
614EAT14NG OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
TYR MTL ' DRIP EDGE
O�4..
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
\_PRE-ENG. GABLE TRUS6
\_WEEP SCREED
\-2x P.T. SECURED PER
STFILICTURAL DETAILS
R-4.1 INSULATION 1/2' THICK, 2 COAT
POIMANDCEMENT
WINDOW ATTACHMI PLASTER APPLIED
ENT AS PER
MANLIFACTURES SM I DIRECTLY TO MASONRY
---------REPERENCE
STIlWCTURAL
Ix2 P.T. FURRING
STRIPS * 241 D.C.
1/2' TWIM 2 COAT 1/2' GYP. WL.
w.
PORTLAND CEMENT CMU
PLASTER APPLIED UIOOID SASE
AT
OR F7
AE
DIRECTLY TO MASONRY
01-01 FIN. FLp_
01-01 FIN. FLpt
a, cimij
4
WZ WINDOW OPENING TYP. WALL SECTION
W-r NO OPENIWG
r5`�I-STORY GABLE BLOCK WALL
��l OCALE, 3/4'-P-0'
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH� 407-774,6078
FAK 407-774-4078
www.abd"gngroup.com
L AA #: 0003326
D -_ """'4
RAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-SW2628
III,m FAX: 8134M&2802
I"NUSIDIV. & Wicl
SILVERADO
LOT #22
BLK #10
PitojEcT#
03719,000-22
IW-CAMDEN
GAP_*ME BWU40:
LEFT
PAGE:
DETAILS
V,.150 MPH W.
Im
2X6 P.T. - CENTER OF DOOR HEADER SECURED
w (1) 14, x v j-ISCLT
ILV 4' MIR EMBEENIENT
tW 2' X 2' X VVIUAGWER A �W
OR
LW (2)1,2* X V ANCHOR WXTS
�r@BCUW 2.4 ON
FLAT TO I"
tLV MA ONRY
NAILS,
cc wv eS) V2'X V J-6MT OR ANCW0R
BMT6, IW 4- MIK EMBEDMENT, Ulf 2'
X 2' x Va. WASMER 4 NUT. (1) UTWIN
V OF' TOP, (1) VMTMIN WOF TWE 6TIwL
(3) EVENLY SPACED.
10
Im
110
110
NOTES.
ALL ANCMOR& SMALL ISM IN AC4:401WANCE TO
MANIPACTURNW6 INSTALLATION INSTFQUCTIONS
Aurw MTN=Tiexm ARE me"m ATIONda"Iff
GARAGE DOOR
QBUCK ATTACHMENT
a, cm
1 . DRYWALL
-I.X4'OR I`X2'P.T. NAILER
I6x4 P.T. OR */4'X4'MIN.
SECURE THRU PRAME 4
EXTEND I-y4- INTO 15LOCK
piU.V VA' TAPCONS
(MIR SHAW SIZE .145
t-t HEAD SIZE -3W
M=. EM15EDMENT I-V
WITHIN S' OF EACH END 4
18' OjC. MAX SPACIWM
DOOR CASINS.
DOOR JAMS OR WNPOLU
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMS
(DO NOT EXCEED Y49
DOOR JAMB TO BLOCK +3/tROR +5/4
A WINDOW TO BLOCK +3/4 +5/4
SCALEs MTS.
2X4:m
SECURE TO BLOCK UV
TAPCCNS OR
(MIR SHANK SIZE .145
MIR 14EAD SIZE 300
MIR EMBEDMENT I Y4*)
WITHIN V OF EACH END 4
18' OZ. MAX ePACM.
2X&�=
SECURE TO BLOCK U.1/2-1I6-
TAPOONS(MIN. SHAW SIZE
.145
MIR HEAD SIZE 300
MIR EMBEDMENT 1 YV
WITHIN V OF EAC44 END 4 -a, CM
18' O.C. MAX SPACIWm /-)J' DRYWALL
2x&� -I'X4' OR VX2' P.T. NAILER
SE01RE TO 15LOCK UJ12-v.. OOR CASING
TAFr-4"
(MIR SWANK SIZE .14
MIN. 14EAD SIZE -3a 00 'R JAMB OR WINDOW
6 CATTOAW TO 2X PER
MIIIL EMBEDMENT 04��
WITHIN V OF EACH END 4 /4 MARFACTURES DETAILS.
18' Or- MAX SPACING�
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
DOOR JAhIB TO BL40CK +1-1 2"
UBlg�-��BLD K +I -I
SCALE, N.T.S.
2X4um
SECURE TO BLOCK W1 V&'
TAPOONS (MIN. SWANK SIZE
.14b
MIR WEAD SIZE -ACV
MIR EM15EDMENT I Y49
UT14IN VOF EACH END A
NOTE: STRUCTURAL 2X
18' OjC. MAX SPACING�
MOT BE ON OUTSIDE 4
2X6�
SECURED THROUC*14
SECURE TO 15LOCK W/2-V
NON-STRY-TUIeAL V.-
TAPCONO
TAPCON MIR I-V
(MIN. SWANK SIZE .145
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 21"
a, CMU
MIN. EMBEDMENT I Y4')
DRYWALL
WITHIN VOF EAC44 END 4
18' O.C. MAX ePACIW-
'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK UI/2--%,
36' OA.B. X 4' MIN.
TAPCONO
(MIN. SHAW, SIZE J45
DOOR CASING
4
MIN. 14EAD SIZE 23"
:
DOOR JAMS OR WNDOLU
MIN. EMBEDMENT 04")
'A TTAC44 TO 2X PER
WITHIN V OF EACI4 END 4
MANUISACTURES DETAILS.
1
19' OjC. MAX GPACIW�
NOTE, SWIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y49
DOOR JAMB TO WK + 1% 0"
. - W TO.B K +11i5 0%
\,:'_I SCALE, N.T.5.
2X4.m
SECURE TO BLOCK 11V Vo*
TAFr.ON8
(MIR SHAW, SIZE J45
MIN, HEAD SIZE JWV
MIN. EMBEDMENT I V)
WITHIN a, or EAC44 END 4
NOTE. STPW--TURAL 2X
18' O.C. MAX SPACINda.
MUST 15E ON OUTSIDE 4
2Xfvcmm
SECURED TWROUdaH
SECURE TO BLOCK W/2-Y.'
NON-STRLICTURAL V
TAFr."
TAPCON MIN. 144'
(MIN. SWANK SIZE J45
EM15EDMENT INTO BLOCK
MIN. HEAD SIZE 3M
MIN. EM15EDMENT I Y,')
a, cmu
WITHIN &'Or EAC44 END 4
)6' DRYWALL
18' O.C. MAX IIPACW�
VX4' OIR VXV P.T. NAILER
2X&�
SECURE TO 15LOCK W/2-34-
OOR CASING
TAFr,ON8
(MIN. SWANK SIZE .145
MIN. 14EAD SIZE -WV
DOOR JAM15 OR WINDOW
MIN. EMBEDMENT 1)1,*)
ATTACH TO 2X PER
WITHIN VOF EACH END 4
MANUFACTURES DETAILS.
IVO.C. MAX SPACING�
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDA")
DOOR JAMB TO BeCK,+2
(-n\ . V.INDO. W TO UL CK 2 IY4$"
\�OCALE. KTA.
2X4mm
SECURE TO BLOCK Ull Vo'
TAPCONS
(MIR SHAW SIZE .145
MIR HEAD SIZE 300
MIR EMBEDMENT I Y,')
WITHINV OF EACH END 4
NOTE' STRUCTURAL 2X
18' Or-, MAX SPACM.
MUST BE ON OUTSIDE 4
2X(P=
SECURED THROUGH
SECURE TO BLOCK W/2_y.NO4-STRUCTURAL
Va'
TAPCONS
TAPCON MIN. I-Y4'
(MIR 814AW SIZE .145,
EMBEDMENT INTO BLOCK.
MIR HEAD SIZE -300
-/-a- cmu
MIR EMBEDMENT 149
'=L
WITHIN S' OF: EACI4 END 4
18' D.C. MAX OPACRI&
El
I'X'4 OR '10- I.T. RAILER
2XD�
SECURE TO BLOCK W/2-Vo'
TAPCONS
DOOR CASWG
(MIN * 814AI-r, SIZE 145
MIN. 14EAD SIZE 300
(DOOR
MIN. EMBEDMENT 04')
JAMB OR WINDOW
UT14N $'OF EACH END 4
ATTAC$4 TO 2X PER
Is, O.C. MAX SPACM
MANUFACTURES DETAILS.
DOOR JAMB TO BLOCK +3"
E lINDOW TO BLOCK +3"
Or -ALE, N.T.S.
2X4um
SECURE TO BLOCK WV V
TAfr.ON5
(MIN. OHANK SIZE .145
MIR 14EAD SIZE 3W
MIR =1115 DMENT I YV)
WITHIN S' Or EACH END 4
NOTEt STRUCTURAL 2X
18' OZ. MAX SPACM.
"AT BE ON OUTSIDE 4
2xb=w
SECURED TWIROJOH
SECURE TO BLOCK W/2-W6-
NON-STAUCTURAL
TAFr.ONS(MK SWANK SIZE
TAPCON MR I-Y4-
.145
EMBEDMENT INTO BLOCK
MIR HEAD SIZE 3CO
MIN. EMBEDMENT I Y49
CMU
WITHIN 0' or EACH END 4
DRYWALL
IS'= MAX SPACING�
2Xbow
/-l'X4' OR I-X2- MT. NAILER
SECURE TO BLOCK W/2-V
2ND 2X SECURE TO
TAICCONS(MIN. SWANK 61ZE
ST CTU=
a L MEMBER
[W�2i,�
.14b
ITHIN V Or EACH
MIN. HEAD SIZE 300
ATTACH
END 4 6' TO 6' O.C. MAX
MIN. EMBEDMENT 1 YV)
�--DOOR CASINGG
WITHIN 8' Or EACH END 4
DOOR JAMS OR WINDOW
18' O.C. MAX SPACIW3.
TO 2X PER
MANUFACTURES DETAILS.
NOTE. SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Ye)
DOOR JAUB TO BLOCK +3"
F --- -- I -TO BLOCK +3*
SCALE, KTA.
2X4mm
SECURE TO BLOCK W//4'
TAPCONS(MIN. SHAW, SIZE
.145
MIN. HEAD SIZE 300
MIR EMBEDMENT 1 Y4')
NOTE, STRUCTURAL 2X
WITHIN S' Or EACH END 4
MST BE ON OUTSIDE 4
18' Or- MAX SPACINGG.
SECURED TWIR0UCxI4
2X6=
NON-STRUCTUIRAL
SECURE TO BLOCK W/1-114'
TAFCON MIN. 1-Y4*
TAMONS(MIN. SHAW, SIZE
EMBEDMENT INTO 5LOCK.
.145
MIR 14EAD SIZE 300
a, cm
0
MIN. EMBEDMENT I Y49
- p L
WIT14IN V Or EACI4 END 4
18' O.C. MAX SPACiWa.
PX4 =OR '�2' P.T. NAILER
2XS�
SECURE TO BLOCK WA-114'
OAJ5. X 4' MIN.
TAF`CONS
(MIN. SHAW SIZE J45
DOOR CASINGS
MIR HEAD SIZE 300
MIN. EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN 0' OF EAC44 END 4
4
ATTACH TO 2X PER
18'OJC'MAX SPAr-W-- /4-MANUFACTURES
DETAILS.
DOOR JAMB TO BLOCK +3-7/16-
BLOCK +3-7/16"
@&A —LE, IL—TIO
2X4�w
SECURE TO BLOCK WIY4'
TAFC4"
(MIR SWANK SIZE 145
MIN. 14EAD SIZE 300
MIN. EMBEDMENT 0149
WITHIN 8- OF EACH END 4
NOTE: STRUCTURAL 2X
IS' OZ. MAX ePACM.
I`*`IUST BE ON OUTSIDE 4
2>cb�
SECURED THROUGH
SECURE TO BLOCK wA-il4-
NON-STRUcTURAL Vo-
TAPCONG
TAPCON MN. 1-)14'
(MIN. 814AW SIZE J45
EN15EPMENT INTO BLOCK
MIN. HEAD SIZE 3W
MIN. EMBEDMENT 0149
CM
WITHINV OF EAC44 END a
)5- DRYWALL
18' Or- MAX BPACIW�
rX4'OR l*X2* P.T. NAILER
2X8aw
SECURE TO 15LOCK WA-114-
rl' f*.T. X 4- MIN.
TAPOONS
CASING3
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
7,0.OR
MIN. EMBEDMENT I Y49
JAME, OR WINDOW
WITHIN &'Or EAC44 END A
\-ATTACW TO 2X PER
18' Or- MAX 810ACNWO.
MANUFACTURES DETAIL&
NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3 4"
H W TO BLOCK +3 3 V
SCALE, KTA.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 40T-774-6076
FAX 407-774-4078
www.abdesigngroup.com
k AA #: 0003325
IF DRAFTING BY: M"44
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH. =2.2.
1.: 2..2 .0
I"BUDDIV. ft M07114,11
SILVERADO
LOT #22
BLK #10
PRojzcT#
03719,000-22101
T�-CAMDEN
0APLAGE 911WING:
LEFT
PAGE:
DETAILS
Q50 MPH ER. V
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
EXPIRATION DATE
11473.9
SIMPSON
STRUCr. COMP
WOOD CONNECTORS
2017 FBCR
12/31/2020
11473.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11479.1
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
13872.14
SIMPSON
STRUCT. COMP,
WOOD CONNECTORS
2017 F8CR
12/31/2020
13872.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/32/2020
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.7
SIMPSON
STRUC!". COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.12
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
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
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10447.1
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2M7 FBCR
12/31/2020
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/31/2020
10441.4
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11496.3
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10860.2
SIMPSON
STRUCT, COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11496.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11495.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCIR
12/31/2020
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/91/2020
13904.6
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10531.20
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10531.16
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10655.7
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FKR
12/31/2020
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOFTILES
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
SOFFIT
2017 FBCR
3/2/2030
FU6503.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
F1.18644.2
MI WINDOWS & DOORS
FIXED GLASS
2017FBCR
11/18/2022
FL17676.10
MI WINDOWS St DOORS
SINGLE HUNG
2017 FBCR
12/31/2020
FL 16982.3-111
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2017 FBCR
12/31/2020
FL#15353-R4
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2017 FBCR
12/31/2020
FL#lS353-R4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2017FBCR
12/31/2020
FL 15076.1-115
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FBCR
12/31/2020
FL 5684.2 - R7
CLOPAY BLDG. PRODUCT CO.
EXr. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.20-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FOCR
12/31/2038
FL 5891.3-R6
THERMA-TRU
EXT. DOORS
6'-$" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7347.2
THERMA-TRU
EXT. DOORS
B'-O" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7630.2-117
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR w/SiDEUTE
2017 FBCR
12/31/2020
FL 9223.S - R7
THERMA-TRU
EXT. DOORS
SWINGING EXr. ONE LITE DOOR
2017 FBCR
12/31/2020
FL 5891.4-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
21/31/2020
FL 10758.1-117
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
10/13/2020
FL15216.1-R7
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2071FBCR
12/31/2020
FL 3792.2
LAMANCID, INC.
ROOFING
ROOF VENTS
2017 FBCR
10/4/2020
FL 10477.1-RS
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13192.1-115
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13223.1-114
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 1326S.1-R3
JAMES HARDIE BOARD
SIDING
2017 FBCR
12131/2020
FL 7006.1-119
IKO
SHINGLES
30YEAR
2017 FBCR
9/6/2022
FL IS8.2
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 EDMON) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020
1"I N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-774,4078
%Vww.ab esigngroup.00m
14
AA #: 0003325
ImDRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
OU13DIV. Se LjOTt
SILVERADO
113
LOT #22
2
BLK #10
I]PRDJZCT# 3-1
03719,000-2 101
W�-'CAMDEN
GARAGE 8VfWG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
v,15WPH Eff,
F'PW
08/03
scAl.m: 1/4"=I'-O"
BHEET
D3
PRMFORMED CONTROL JOINT-
FILANGS OF CONTROL JOINT6 T�
BE URED TIED TO LATW - W
Oa MAX (VERTA NOTE, 00
NOT FASTEN CONTROL JOINT To
WALL EVEN IF WILD EXISTS
BEYOND 1EXCEPT 67AMES W
W LEG MAY Off USED TO TEMP
SECURE CONTROL JOINT
DURIft INSTALLATION
FASTENERS TO BE 6PAC
I' Or— MAX VEXTICALLOIC-7
J' ZMENT
FL=3 COAT C
WIND LAYER -2, PORTIFIDER
ISUILOING, PAPER
APPROV10 METAL. LATW
FASTENED B`l' fVERTJ Oa MAX
AT SUPF40"
UM LATER -1,
STUCCO ~
WOM OWEAT14M
LAT14 S� L
I&TO,
�]
BE CONT.
J�TM
THROUGM C )L
JO SMALL
BUT L
BE STOPPW AND
TED AT EACM 'DIM
PROVIDE 7X4 BLOCKING
PER A'
STM C406A
TWJAL
PLACED FLAT MAX WTO V
FROM . FIIOL JOINT Max
CONTROL JOINT FALLS ON
NOTE.
---
STRUCTURAL &TUD
L FASTENERS, P40M LAT14 TO BE NAILS 0 R
STAPLES IN C42PILLANCE 11111 ASTM CWd,3
7-
2. UPW TIES TO BE (NO. IS) 0,041W URE
1. 15LOCKIM SWORN MAY BE IN AODIT
TO WALL 67UPO REGUIRIED PER PLAN
Pr. A
L CARAIIIII PT, 0
& CIRIAM Pl. C
OWN" macrm—
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WTIW 112. INLOW
"NOWANWALLY
PASTM 4- OC. M�
...........
2. OFBAIR . Fr. 0
row
hkm�
APPPWY190 SUILPIN6.
SMALL DR LAPPED A MINIMUM OF 4'.4' SW'ADWERM MEMBRANE
6' - YEW CAL LAPS (ROLL FLA814NG (COMPATIBLE IUl HOUSE
ENDS) 4 T - WORIZONTAL LAP& ~ MATERIAL) OVER
ALL AM& NEW TO BE LATM VERTICAL LAP TO BE I' APPROYEO
IBER
UT14 "AT14M TAPE FLASWW, TO KXMM ONTO PIPE
I' OR LESS PIPE
PENETRATION
�"x
CUT AND OVERL.AP ONE SIDE
SELIT-ADWERIN2 MEMBRANE
IT METAL LAT14 FLASWW. STEP 01
UNS LATER -1. TWICK, S COAT CEMENT
PLASTER
METAL LATW
UM LATER -2, PORTIFIBBIR
A—
=WR5 LAYER -2, POWPIMER BUILOM PAPER
15UILDM PAPER
UNIS LAYER -1,
STUCCO
INSTALL FASTENERS eCLIPS,
WOOD SWEATMINIS 6TRAft. STAPLES) AD
pwjml Iff" TO SECURE
PfIFV UIRE TO FRAMING
(—p-�EAPE
KICKOUT
DETAIL
NOTE,
BIDS LAPS OF METAL
I-LASTER BASES SMALL
06 SECURED TO
FRAMM MINIMMIL.
n4ffT SMALL BE TIED
BETWEEN SUPPORTS
UTH CAD415-K (121-MM)
UPC AT INTERVAL& NOT
MOM TMAN W (221-MM)*
AS PER A6TM CW&3
FOR REPAIR OF TEAPIM,
IN IUM LAYERS, TEAM
MAY ME PATCHEP
11AMOLNE LLRAP TAPE
PER MANUF Grelm OR
I -EEL 4 STICK
STUCCO
WOOD SHEATHIW-s OR CMU
2. OIWAW - FT.
WR5 LAYER 01,
* OFWAft - FT.
STUCCO ILURAP (FRAME ONLY)
* TOLD Pt. 0 Ovot Pr.
0 TILL. Pr. c yow�w
BOTTOM M.ANdm
THICIr, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
,(� let
LAP TAPE OVER
L SCREED
R OOFMI
W—AW—t TWI4T
QIAL. POLP. QQ
Win cut.
3 COAT ClIMENT
S'X5' *L' TYPE CONTINUOUS
"THICK,
Tom (PRAMNA W 2 COAT
GALv. METAL FLASHIWx
Calm PLAWW (CMUI
(NAIL TO ROOF C)ECK, NOT
MIND LAYER -2, F=FML'R
7n
WALL SWEATHIN63)
BUILDING PAPER imm" OWY)
UM LAYM %
CAP SHINCoLE - C)O NOT NAIL,
&TU000 ~(Fwm OLY)
INSTALL WITH ROOF CEMENT
L.AP LAYIND OF WILDITIS
OMIlt PALM M-04114 STOP
ONLY)
FUME on cm
CEMENT
IWO WALL FLAW"
ROOF: PER ELEVATIONS
UX-00 p-mmm Im
MAL)
mw SMAL (INIMP CA
AT BOTTOM Op NOOP A
P:ALL 1001000 - —
PAGGIA L" FLASHING
N.TA
65WS"-ACMIUMW. MEMBRANE
PLASMING, (COMPATIBLE 11111 HOLM
~ MATISIRIA4.) OVER 4.4'
SELP-ADMERM MEMBRANE
PLAGWW. 0AIR ArPIROVSD
Ham ILRAP.
'--OUT AND OVERLAP ONE SIM OF
GELP-ADWERING MEMBRANE
STEP 02 R-AWM
UNIS LATER -L
STUCCO UIIAP
UM LAYER -J. raftro"W"
BUILONS PAPER
METAL LATW
6.6' SELP-ADWERING, MEMBRANE
FLASHING OVER 4'x4'
GELP-AZI41FRING; MEMORME
FLASHING, OAR APPROVED
=t* EXTEND ONTO PIPE
—4'x4* SELF-APHERING; MEMBRANE
M-AS14M OVER APPROYED
MOUSE ~ MIND ONTO IMPE
W CONT. IME OF SEALANT
"TALL APPROYSID WOL%R~ AIR
W(LTRATICN BARRIER OVER
SHEATHING
ELASTOPM� COATWO OVIR STUCC41
QV. FINISM (SEE TyP ,IA. I SECTION)
SECTION PER SECTION RMIL?
WNW Wid PINWIM
E�ft— of podWid —N plasler
shffll cmPly *�'th ft appicwt-
.q....-Is of ASTM C 926-12A.
ImW abmf 9)ftrior latNng sM twirig
t
WW, �ply Ath ASTM C 1063-12A.
TION IDET
mv���
DRAINAGE PLANE (WR5
LAYER fl, STUCCO WRAP)
UJR5 LAYER 02 (FORTIF15ER
5UILDING PAPER)
METAL LATH X-X-X-x
4
STUCCO L'
SELF-ADHE51VE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.11 / ASTM C-041-0"3, MIN. 2.rp 1-55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEG IF I GAT IONS)
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7744078
FAX- 407-7744078
www.abdesigngroup.rom
AA
r DRAFTING BY.-
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:8134IW2628
FAX: 813-886-2602
64 MMUMN.Mor
—0
8XMDM JIM LO
SILVERADO
LOT #22
BLK #10
Plt0jzcT#
103719,000-22
1�-CAMDEN
GARAGIC 8WING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
4,,150 MPH EXP.,U
- �V, 1 _0_24
ISACICER ROD
INSTALL &'SELF-ADWERW.
MEMBRANE FLAbWIW. OVER
TOF� SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
WGA&NCE OF FLASHING TO ISE,
1. BOTTOM, 2. SIDES, 3-TOP
VO4T CAP 16 TO 15E SET IN 15ED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 18 TO BE
TOOLED 60 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z MAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDE054'r-AMI-KING * JOINT
ALL AROUND
PER SECTION R703.7
Exterior ladft wW �Welisrinlj
Exterior use of portland cement piaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
WIRE, LAYER -1,
STUCCO IURAF`
HOODED VENT
TWICr, 3 COAT CEMENT
p PLASTER
METAL LATW
UIRS LAYER -2, FORTIFIBER
BUILOM PAPER
WOOD SHEATHINd.
DRYER
VENT (FRAME)
WOOD SHEATHING
WIRE, LAYER -1,
STUCCO WRAP
MRIS LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD —
CONOTUCTION
—METAL LAT14
SO Cm VINYL CASING, BRAD
6' "SEP OAND
36, TON =L-WALL
: , 40�
61 WIDE &TRIP SELF
AP14E51vE FLASHING,, cLEAN
MASONW BEFORE APMYING
Z PLASHING
STONE VENEER
OVER SCRATC44 COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-0% MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHIMs
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT *
TOP 4 SIDES
(9 DRYER VENT (BLOCK)
BUILDING PAPER
OVER:WICK
FLASW
PIPE TWROWH -
WALL
6' SELF ADHESIVI
FLASHING (INISTAL
PER MANLIF. SPEC
BUILDING PAPER
UNDER 'GLICK FL,�
A VENT PENETRATION
SCALE% N.T.S.
ELEC. METEI
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/IBACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WIRS LAYER 01,
STUCCO WRAP
WRI5 LAYER 02, FORTIF15ER
5UILDIWG PAPER
J' THICK, 3 COAT CEMENT
PLASTER
Ys' TO Ys' MID-LUALL
LUEEP Sr_89Fj;>
1_6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
RIZONTAL WEEP SCREED
(FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF: PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
-VGREAT STUFF' OR SIMILAR)
APPLY A SILICON
15ASE SEALANT AT POINT
TWAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED WOUSEU)RAP
FOR BOX INSTALLATION
WRIB LAYER 01,
STUCCO WRAP
WOOD SHEATHIWG
APPROVED
WOUSEWRAP
BELOW
CUT SUCH TWA
NO MEMERAN!
ENTERS BOX
APPLY TO FA
EDGE
APPLY E-Z
OVER 60 M
GRADE 'D'
FELT-PROVI
SEAL -ANT AT
JOINTS AND
INTERSECTIC
SWEATWIWS
=000
LAYER -1,
.TLICCO UIRAP
LAYER 02, FORTIFIBER
OUILONG, PAPER
LATW
,/--METAL
WOOD 1/0, TEXTURED
CONSTRUCTION FINISH * WOOD
FASTEN TO WOOD STRXTURAL
t"IEMISER 0 1' Oa MAX
S� cm
V TO A' MID -WALL
1/71
61 Moe STRIP SELF
4
ADWIlSiVE FLASHING, CLEAN
MASONRY BEFORE APPLYING;
v P9410H 0 MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
&TEF #1
STEP 1*3
5TEF #5 5TEF No
(�) ELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN a—
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdosigngroup.com
AAO:0003326
IF, DRAFTING BY: M""11
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE IOD4
TAMPA, FLORIDA 33634
PH: SiS41186-26213
1�4 FAX: 813496-2802
L
I"tmDzv. & XJ07N
SILVERADO
LOT #22
BILK #10
p RDJZCT#
ni
03719,000-22
T%r—CAMDEN
CAP-AGN SWMG:
LEFT
PAGM
WALL
ASSEMBLY
DETAILS
150 MPH EXP.
EXT. UJOOD FRAMED -
WOOD SHEATHING
WALL
WRI5 LAYER 01,
STUCCO WRAP
MUB-PLOOIQ DECKING-
)OOD
UIRS LAYER -2, FORTIFIBER
:ONSTRUCTION
BUILDING PAPER
PRIE-ENG'D TRAS
V HAT CHANNEL —
J- THICK 3 COAT CEMENT
UIEAT14ER RESISTIVE -
YW TYPE 'X' DIWAUAL
PLASTER
BARRIER M
L
6'SAF , 0 TOP OF UEEP SCREEP
URATHER RESISTIVE -
To "ATHIN0. IBE14ND WEEP SCREED
BARRIER -2
4' POSITIVE DRAIN
J, Twim 3 COAT CV1ENP-
1000 SWEATHI
WEEP WREED
PLASTER
METAL LAT14
WRIS LAYER -1
ancco uii�i
WOOD 614EATWM—
THICK. 3 coAT CEMENT
PLASTER VSELF-ADHEREING
AM664UPUIC-180
TOM CASI SEAa
rLASHNG WRAPPED
6 TOP OF WEEP SCREED
TO SHEATHING BELOW
UIRS LAYER M.
STUCCO WRAP
4' POSITIVE DRAN -
wage-wirlm
As WRIS LAYER -2, FORTIFIBER
BUILDING PAPER
(SHOWN FOR
SEPARATE AC
-ADHEREIN0
6' SELF G
WRIS LAYER 44,
FLASHING WRAPPED
STUCCO WRAP
AMICO AM&&-UFtUQ-1AQ
CUSTOM CAISING 15EAD
CORNER OF CANTILEVER
4' POSITI'VE DRAIN
Y2
No GAP IN FIELD —1
(SWOM FOR CLARIFICATION OF
SEPARATE ACCE86MIES ONLY)
CASING BEAD
(��DTL. 0 CANT.
SCALE. 1 1/2'-I'-C*
NOTE:
METAL LATH: LATH TO 5E PER 6ECTION
FRI03.1.1 / ASTM C - 841 - 0cJ, M IN, 2.5 L 55.
FER 50� YARI) (UTILITY OR NOMINAL
LATH POE5 NOT MEET SPECIFIC-ATIONS)
CONSTRUC-TION
rLLEATHERRESISTIVE
7,0
CARRIER 01
T,
I RESILIENT UEAT14ER RESISTIVE
5 W
HAT C44ANNEL BARRIER 02
I' THICK, 3 COAT CEMENT
PLASTER
5/0' 'X* DRYWALL
METAL LATH
Fig"
WOOD SWEATHNG
FINIS14
' HI K' 3 ZCOAT CEMEN It(2)
J T M T
2xI2 HEADER
PLASTER
VJNYL CORNER BEAD
4' POSITIVE ORAN
wgge-aaw=
VINY CASING BEAD
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD CONSTIIIIUCITON
WEAT14ER RE76TIVE
BASMER 01
LLEAT14ER RES STIVE
BARRIER -2
CASING, BEAD
J' THICK 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED I PAINTED
WOOD SHEATWINGG
FINISH —
J' T141M 3 coAT CEMENT
WEADER45EAM
MLASTER
VINYL COWER BEAD
VINYL CORP. 4'
VINYL CASING, BEAD
11619912-60w=-
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF:
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE
INSTALLATION
EXTERIOR GRADE
DRY WALL
J, THICK 3 COAT C
PLASTER
ONLY)
@PAAMNTILEVER DRIP
0 EDGE
LEGEND
DRAINAGE FLANE (WR5
LAYER 01, STUC:CO WRAF)
UJRe LAYER 02 (FORTIF15ER ......
51JILDING PAPER)
METAL LATH X—X—X—x
STUC:CO I --. �- 1," 1
F-ADHE51
FINIS44 LAYER (2 LAYER
PEEL 4 STIM---\
6' PEEL 4
IbTICK - DIQ�I�P
EDGE TC
PECK
WATER PROOFING I*t '\
LAYER (2 LAYER PEEL
STIM WRAPPED FROM
BALCONY DECK TO —
CANTILEVER
6' PEEL 4 STICK 0
DRIP EDGE TO DECK--\
I)J'XI %' P.T. OR SIMULAT
WOOD (TRAX) FILL59
C41NITINUOUS,
V GAP FOR
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
14AT C44ANNEL I
5/9' TYPE 'X' DRYWALL
W/TEXTU1WD 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER —
VINYL COWER BEAD
m
31 X 31 26 aA GALY.
METAL OMP EDGE
SET IN FULL BED OF
SEALANT,)V MIN.
$PACE FROM DRIP
FACE TO TREX
' GAP FOR BACKER
ROD 4 SEALANT
VINYL
tLEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARMER 02
DECK MEMBRANE,
EXTEND OVER DRIP
EC -GE
VX 3* 26 GA GALV.
METAL DRIP EDGE
SET IN FULL ISED OF
SEALANTJV MIN.
SPACE FROM DIRIP
FACE TO TREX
VINYL CASM BEAD
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J- THICK 3 COAT CEMENT
PLASTER
TAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER 9
BALCONY DRIP
EDGE INSTALLATION
COLUMN SHEAT14NG
WEATHER RESISTIVE
BARRIER -1
wEA4ER REsisTivra
DARRIER -2
6- SAP.
PEEL 4 STIFK
I Vx3' V FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
IV X 3' 26 " GALV.
ME P
V GAP FOR BACKER
SET IN FILL BED OF
ROD 4 SEALANT
SEALANT,)J'MIN,
SPACE FROM DRIP
FACE TO TREX WEATHER RESISTIVE
VINYL ING BEAD
"'SISTIVE
WATER PROOFING It--/
15AIRRIER -2
LAYER (2 LAYER PEEL
EXTERIOR COLUI'IN
I STICK) \
; W --u1COLUMN
SHEATHING
EL 4 STICK,
6' SAP.
I Vx3—L' FLASHING
SUIS FLOOR
FULLY EMBEDDED IN
IQIOOF CEMENT
I)J' X 3' 26 GA. GALV.
METAL DRIP EDGE
501 — — BED OF
I)SIX0111 P.T. OR a
WOOD
bEALANT,)j'MItL
CONT
SPACE FROM DRIP
PACE TO TREX
Y4' GAP FOR SEAL T
OPT. BACKER ROD.
'7-MOPPIED
WATER PROOFING lot
W
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) UARAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING W&2—\
CANTILEVER
ii, THICK, 3 coAT CEMENT
PLASTER
b/S'TYPE 'X* DRYWALL
METAL LAT14
VTEXTURED 4 PAINTED
WOOD SHEATHING.
FIN]
J* THICK 3 COAT T
4' POSITIVE DRAIN
WEEP SCREED
PLASTIER
VINYL CORNER ZEAD:�/ (SHOWN FOR CLARIFICATION OF
N OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
ONLY)
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
@ (W/"T" PT.AqT4TWr'-) I
WOOD SHEATHING
2x FRAMING MEM5ER
UJR5 LAYER 01,
STUCCO WRAP
THICK, 3 COAT CEMENT
WOOD SHEATHIWs
PLASTER
WREI, LAYER 02, FORTIF15ER
5UILDIWa PAPER
CORNER BEAD
WR5 LAYER 01,
FASTENED TO SHEATHIWG
METAL LATH
STUCCO WRAP
I' O.C. MAX.
THICK, 3 COAT CEMENT
WR5 LAYER 02, FORTIF15ER
PLASTER
5UIL0IW—i PAPER
LUR5 LAYER 01,
(o'SELF-ADHERIWs
METAL LATH
STUCCO WRAP
FLASHING-s
J" THICK, 3 COAT CEMENT
WOOD SHEATHING
ODED
PLASTER
METAL LATH
DRIP CAP, —
CLARITY)
WR5 LAYER 02, FORTIFIBER
IBUILDIW.s PAPER I WINDOW FLAWBE
14A CORNER BEAD (9) FRAME
21/2'
�.oL-IrwNcm =r-AkL.,
(FASTENER 4 SPACIWG - 1- O.C.)
Cmu
%'THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
LURB- LAYER $1,
STUCJC<7P
WRI5 LAYER 02, FORTIFI5ER
5U]LDIWx PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERIWa
FLASHIW3
DRIP CAP
WINDOW FLAWIE
CASING BEAD (9) WINDOW
(FRAME, NO BAND)
1441 N. RONALD REAGAN BJL11D.
ORLANDO, Fl. 32750
I
PH: 407-774-607:8
S
FAk 407-774-4078
WWW,abdosigngroup.com
AA #: 0003325
DRAFTING BY.
A.B. DESIGN GROUP
DRAFnNGINC.
[5439 BEAUMONT CENTER IBLVID.
SUITE 1004
SS
TAMPA, FLORIDA 33634
PH: 8
.12
8
FAX 2
l81t78DIV. S. L.0
SILVERADO
LOT #22
BILK #10
pitojmcT#
03719,000-221
CAMDEN
GARAGE fVnNG:
LEF
PAGE:
WALL
ASSEMBLY
DETAILS
,.,.150 MPHKXP.
WOOD SHEATHIN53
UJR5 LAYER 01,
STUCCO UJRAP
WRIS LAYER 02, FORTIFIBER
SUILDIWx PAPER —
METAL LAN
J' THICr, 3 COAT CEMENT
PLASTER —
(v'SELF-ADHERING—
FLASHING
VINYL AW&m_�
CASING BEAD
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER -2, FORTIF15ER
BUILDING PAPER
METAL LATH
fEXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRIS LAYER 01, —
STUCCO WRAP
VINYL ANGLED
ORB LAYER 02, R
BUILDIWs PAPER
METAL LATH
NION, 3 COAT
PLASTER \
&'SELF-ADHER
FLASHING —
DRIP CAP —
WINDOW PI AW%
CASING BEAD (P WINDOW
(15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER -2, FORTIF15ER
IBUILDING PAPER
9' THICK, 3 COAT CEMENT —
PLASTER
vINYL ANGLED
CASING 5EAD
VINYL CASING 5EAD
Y4' GAP TYP
J' T14ICK 3 COAT CEMENT
CASING BEAD
PLASTER
IX TRIM MEMBER
TO TRIM
METAL LATH
SEALANT
* STUCCO TO
SIDING TRANSITION
WRO LAYER 02, FORTIFISER
11
BUfLC)IW-v PAPER
W000 SHEATHING3
WINDOW FRAME
;17 7 7 7 7 7 7
'---WRB LAYER 9,
7 7 7 7 �V �'fff2
UJR15 LAYER 01,
STUCCO WRAP
STUCCO UIRAP
WOOD SHEATHING
CASING BEAD
(P'SELF-ADPEREMS
FLASHIWx OR MEL 4 STICK
SIDING TO STUCCO
I AD
wom 6w"lum
UNAT1,4011t IMI&TIVE
"vF
BARRINFIt -1
WEAT14IR RESIOTIVE
T
BARREN -2
610M
6'SELF-AOHIERW3
FLASHING
KASHIING
d"TWER qESI&TIVE
6TAIRTER 6TRIP
BARGER
IMEATHEIR P9616TIVE
BARMIR 151
apt
61 GELF-ADHIERING
PLASHING
OALV*C> METAL
�.AL.—mz
GALVV METAL
PLA614NG
'Z'FLAGWNG
=0 TRIM. a, R
C.A6INQ
x* TED
It
AL GAP WICAULKING
OR APPROVED SEALANT
CAAM
SIDING TO STUCCO
0 BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R'103.1.1 / ASTM C-941—OS, MIN. 25 L56.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WR5 LAYER'01,
WOOD o"mucTION
BEYOND
STUCCO WRAP
WO= GWATWING —
URATWER fRE&I6TIVE-
BAWER
URATMOt W-81OTlYE -
BAWER -2
WR5 LAYER 02, FORTIF15ER
Xx 1
fre,xe slom
51JILDING PAPER
61 wo-ADWRING -
FLAGWING
METAL LATH
OTARTER STRIP—
TH
ICK, 3 COAT CEMENT
(EXPLODED CALVV METAL
VIEW FOR PLASTER PLAGWING
ill" SMUL
CLARITY) AA TRIM ME
CASING BEAD (9) RAISED
17A BAND (FRAME)
SCALE: 1
eww m"NsLa pvc
BACKER ROC)
VNILF-ADMIRING
M.A&4ING —
W"TwR
BAWER
URATWOR
BAWER
2X FRAMING
MEMBER
V1110ELF-A04-BRING
FLASHING
9JEATHER RESISTIVE
BAWER -1 TO LAP
6' MIN. ABOVE TOP
OF r FLAswAs
WEATMER A1111616TIVE
t�o-
BARRIER 'I
WEATMIER REAIbTtVE
ISAWER -2
, GALVV METAL
'V R-41114ING
, an
6'611MULATIM)
TRIM
UARATHER REMTIV2
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r.Al
BACKER ROO)
SIDING TO STUCCO \-mAnwmpm6TrvI!
0 FRAME TO FRAME ISAMER -2
TRANSITION
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/%, FLEXIBLE PVC BACKER ROD)
WR5 LAYER 01, STUCCO WRAP,
WRAPPED AROLND FRAMING
MEMBER
I&' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4' GAP TYP J' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT --i � � TO WINDOW [��METAL LATH
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
WINDOW FRAME
WOOD SHEATHING
.71
IA\
WRIB LAYER 01,
STUCCO WRAP
I&' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING (W/%'FLEX15LE PVC BACKER ROD) i I
MEMBER -APPLY FULL BED OF SEALANT BETWEEN "I
BUILDING FLANGE 4 BUILDING WRAP
WRAP
------------------------------------------------------------------------------------------------
E �Z �BE �AD�W �IN �DO �W �CA �Sl N�G
(1 �A
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WRIB LAYER 02 (FORTIFIBER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF—ADHESIVE FLASHING — —
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL32750
PH: 407-774-6078
FAX 407-774-4078
www.abdosigngroup.com
AA #: 0003326
III DRAFTING BY: "**I
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE IOD4
TAMPA, FLORIDA 33634
ZPH' -2628
:88=34=62802 A
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ASSEMBLY
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CUT NOUMEA
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STEP 3
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WOUSINKAP, WALANT6 4 &ELF-ADI-01111M
PLA&4fNM MATERIALS USED DURM C"TPWTIQK
2. INSTALL A" tUTEIRIALS PER M~Ar-VWft
OUTTEN OFMCF[CATION111
WAIIINIM, SEALAMM MAY REACT ADYEPMLY IF NOT
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NOTE:
CLEAN AND SEAL JAMB TO BILL JOINTS WITH
OM IPES POLLOWINGS C40MPLETION OF
EXTERIOR RETROFIT WORK
bum
REPAIR 6C44EME 8HOUN SWALL ISE
IMPLEMENTED AT ALL UNDOUIS tUITW
EVIDENCE Or "TER INTRJSION 15ELOW THE
UNDOW OPENINGA I
�SEAL INTERIOR PERIMETER OP WINDM WIT14
2 1!
BE
rftALLI
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407,774-4078
www.abdesigngroup.com
L AA 0: 0003325 1
I, DRAFTING BY'. M""'ll
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33&U
PH: 813-886-2628
FAX: 813-NS-2802 A
OUBDIV. ac LOT:
SILVERADO
1�
LOT #2q2
BLK #10
PROJECT#
03719,000-22101
TW-CAMDEN
GARAGE OWING:
LEFT
PAGE -'WALL
ASSEMBLY
DETAILS: WINDOW
FLASHING
150 MPH W�,,
2x,& 5UB-BANb
UJ/I'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE IN
1/8' TEXTURED
FINISH tv WOOD
1/2' TEXTURED
FINISH a CMU
METAL FASCIA
WRAP Ya' FROM
STUCCO, V FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X(o
SUB BAND ONLY
(A__�ELEVATIQN
\c::�'
1/8' TEXTURED
FINISH 0 wom,
1/2' TEXTURED
FINISH * Cm
--METAL LATH
x x x
x x x x
AwAr
METAL FASCIA UJRAP
\-Uk= SHIEATHIIW3
x x x x x
\1 OR cm
"--WRIB LAYER 01,
x x x x x x
STUw UmItAp (FRAME ONLY)
x x x x x x x x x x x x
WIRS LAYER -2, FORTIFISER
x x x x x x x x x x x x x
IBUILDIWS PAPER
(PRAllE ONLY)
x x x x x x x x x x x x x
FRAME OR CMU
2X6 we DANo�
ROCIFINds CEMENT
x x x x x x x x x x
x x x x x x x x x x
FELT PAPER
C)RIP EDGE
x x x x x x x x x x
EDGE
>
—METAL KICK OUT
x x x x x x x x
x x x x x
—(REFERENCE POINT
'��'FLAN E3
ONLY FOR WALL OFF
x
SET OF COMPONENTS)
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
$0
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'4 4 4�� 4 VNOT INTO STUCCO)
'��nf=LAN A
;-1/8' TEXTURED FINISH a
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METAL FASCIA WRAP V OFF
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PRE-ENG'D TRUSS To BE CUT 0
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCA55ED TO TRUSS
W/12d NAILS 6'-6'
oz. MAX.
2x SU5-BAND W/Wx4'
NOTC14 a END
AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL (9) WALL
SUB BAND DETAIL @) WALL
W/KICK-OUT
METAL FLASHING, WRAPPED
MIN. Y4* A15OVE 50TTOM OF:
DRIP EDGE
2x SUM-15AND
W/%'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 0
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 BOTTOM Of:
DRIP EDGE
2x SU15-15AND
W/1�'x4' NOTCH a
END, WRAPPED IN
FEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
1441 K RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7744078
FAX 407-774-4078
www,abdesigngroup.com
L AA #.0003325 .0
11" DRAFTING BY. "�
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 23e34
PH: 813486-2628
III,v FAX: 6134386-:2802 A
stmDlv. Z Lo
SILVERADO
LOT #22
BLK #10
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03719,000-22
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LEFT
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ASSEMBLY
DETAILS:
SUB -BAND
150APH EXP.
so.-Ol.
SLAB ;
11;014
M
30'-8"
19'4"
111.
27'-2"
181-01
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501-01
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2 ' TOP OF FINISHED SLAB SHALL BE 0'-W.
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION .-0'-0', SEE SURVEY PLOT FOR NAVD.
S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2' FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
1 0' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
I 1.01NDICATED #5 BAR, GINDICATES #6 BAR, ONDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90*
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5
30', #6 --36'), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENING$ D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 630-13/ASCE 6-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 630-131ASCE 5-13, USING: F'm
1,500 PSI, TYPE'M" OR'S"MORTAR, ASTM C476 GROUT (3GOO PSI), UNITS LAID IN
RUNNING BOND.
16 ' WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED
3.-O"O/C MAX. SEE PLAN FOR VIWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARKi
IX6 WM14XW1�4 OVER
GENERAL
3 1/2'
1
IL VA OR
I COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE OUANTITY AS BARS 11 FOUNDATION, WITH 30- LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-I6xI8
16,
CONTINUOUS
18"
(2) #5's
(.)0--0-
FMCw!SX!8
W
CONTINUOUS
18,
(2) #5's
#5 IN CURB
VARIES
F I -24X24
24*
24"
12-
—N
(2) 05fs
—F2)—#rs—
(-)W BELOW GRID
TE-1
8.
SEE PLAN
8.
(-)(Y-4-
TE-2
8.
SEE PLAN
1.
�l 7 —vs
(-)U-O-
1 CWC-12XI2
12,
CONTINUOUS
12,
(2) 45's
#5 IN CURB
VARIES
FI-3OX30
30-
11
(3)46. s
(3) #6
(-)8'BELOW GFID
F2-3OX30
30-
(3) Ws.
(3) #5's
K-)12' BELOW ORD
FOUNDATION PLAN
SCALE: 1/4* = V-O"
i"I N. RONALD REAGAN BLVD,
ORLANDO, FL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
- M
r DRAFTING BY7601*'111
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1DO4
TAMPA, FLORIDA 33634
PH: 8134M&2628
L FAX: 81&886-2802 o
mm
F-sunDiv. ag L074
SILVERADO
LOT #22
BLK #10
PlitoixcT#
03719,000-22
Tf9r-CAMDEN
GARAGIM STrWO:
LEFT
PAGIC:
FOUNDATION
PLAN
w,,j50-MPHjW. Pj
30"
MIN. EACH WAY
M,0NOLIl
MONOLITHIC FOOTING
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
T 7
CELL SEE PLAN FOR SIZE AND
o-
CELL SEE PLAN FOR SIZE AND
: SPACING REQUIREMENTS
(L
SPACING REQUIREMENTS
cc �'
ui
:
GARAGE DOOR
w
RECESS
cc a.
U)
cc
FM
:5
a: rcl
8* CMU WALL
0
S'CMU WALL
ORNER BARS, SAME SIZE AS LARGER BAR
UJ w
2�
01-04-
IN FOUNDATION WITH 30' LEG EACH
0'-Cl
WAY AT ALL CHANGES IN DIRECTIONS
TOP OF SLAB
TOP OF SLAB
SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT 01 CONTINUOUS BARS
CURBFOR
EXI R
' ' ' I ' :
�2�'l
L
\�SEE SLAB SCHEDULE
BAR SIZE 48 �LR CIA,
�' CHAMFER (I STORY) #3 IS.
EXT. PORCH SLAB
ZSEE SLAB SCHEDULE
4 CHAMFER
7
CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
AT ELEV.
W/ I N
JO NT (WHERE 0 0
6"CHAMFER (2-STORY)
#4 24"
W/ 1/2'ISOLATION
II -STORY)
6 -STORY)
CHANIFER (2
01-0.
APIPLICABLE)
SEESCH EDULE #5 30'
JOINT (WHERE
APPLICABLE)
EE
4. EE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD BAR SIZE
'6UANTITY #6 3v
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR
AND BAR QUANTITY
NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO
#7 42'
r_,_'\�EXTERIOR MONO -FOOTING
/"��EXTERIOR
MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
CORNER BARS DETAIL
DOOR OPENING
SCALE: 314"=I'-W
G)�
LAP TOP PLATE A MIN. OF 48'
LAP TOP PLATE A MINOF 46'
AND NAIL W/ 16d COMMON
ANDNAIL W/ 16d COM ON
NAILS, 2-ROWS, 4'0/C BTM. VERIFY HEIGHT
MAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD 0 LL W/ PLAN
LAP TO OCCUR OVER STUD 0 WALL PLAN
2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING
WALL W1 SYP
2X4 OR 2XS WOOD BEARING PROVIDE BLOCKING
WALL W1 SYP No 2 STUDS SEE
No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W1
PLANS FOR SPACING. SINGLE
NEW REINF. BAR
SPACING. SINGLE BTM. PLATE 1/2"x9* WEDGE ANCHOR W/2
STM PLATE TO BE PT+
(L SECURED Wl 2, PART
TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE BT PLATE TO
2'CAPPED
EPDXY. MIN. EMBED
PLATE EPDXY 5-1/2"EMSED. MIN. 0 IWOC
1
GALVAN ZED PIPE
8', UNO
SIMPSON SPH4 OR SPH6 MAX.
L.'I.�11;d*MASONRY
N. A-1 /C STAGGERED.
ADDITIONALMETAL
W/FLANGE 0 BASE
FOLLOWALLMANF.
Sp FICATIONS FOR
BTM AND TOP PLATE
0
C NNECTORS NOT
U.:`AND
ANCHORS W/ 1 Od x 1 1/2'
_ UIRED WHEN NO
REQ
1-�2
m PRE PARATION OF
COMMON NAILS FILL ALL U)
HO�ES, DO NOT USE lDd
U) UPLIFT IS PRESENT.
m
HOL E.
Z CC
x3 SEE LAB SCHEDULE
S
a:
cc EE SLAB SCHEDULE
cc
SECURE FLANGE TO
SLAB W1(4) 1/4'X 2114"
TAPCONS
<
-OTIZ#00'1 SLAB .
<
6��'�HF SLAB fs
j
. . I . :1
N
4-CHAMFER(I-STORY)
�_4
6' CHAMFER (2-STORY)
EQ. EQ. SEE SCHEDULE
EQ. EQ. EE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
�'�.INTERIOR CURB FOUNDATION WOOD WALL
MONOLITHIC FOUNDATION
���ALE: -'-1'-0*
(NO UPLIFT)
SCALE: 314'=I'-O'
LAP TOP PLATE A MIN. OF 48'
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4'O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
0 LL PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
2X4 On 2X6 WOOD BEARING
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
STM PLATE TO BE PT.
SECURE ST. PLATE TO
SLAB W/1 Od MASONRY NAIL
PROVIDE DBL. TOP PLATE
16'O/C STAGGERED.
Cc
< LU
ADDITIONAL METAL
L5
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT.
8'CMU WALL
VARIES
POURED LINTEL CONT. (TYP.)
8' CMU FILLED CELL (TYP.)
TOP OF
SLAII SCHEDULE
2X WALL FRAMING
'01-0.
-+±TOP OF SLAB
rSEE
z
N-1-SEE SLAB SCHEDULE
1/2'DIA. SIMPSON STB2 BOLTS 5'
MINIMUM EMBEDMENT INTO
'ISOLATEWCOLUMN PAD
GROUTED CELL, 4 FROM ENDS AND
CENTERED UNDER WALL AND
16- u, V"TICALLY MAX
POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
SEE SCHEDULE
SEE SCHEDULE
3!
r
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
ITITY
AND BAR QUANTITY
SHOWER RECESS FOOTER
INTERIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRG WALL TO
SCALE: I "=l'-O'
(NO UPLIFT)
PF020TII[NNG AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 3/4'.l'-G'
SCALE: 3/4'=l'-O"
1,441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-77"078
FAX- 407-774-4078
www.abdesigngroup.com
AA #: 0003325
IF DRAFTING BY: Mm"'Ill
A.B. DESIGN GROUP
DRAIFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134IM2628
FAX: 8134SM211102
-A
munDiv. &at X1071
SILVERADO
LOT #22
BLK #10
PROJZCT#
03719,000-22
'T?9r-CAMDEN
CAR*,GIC BWMCI:
LEFT
PAGE:
DETAILS
U50 MPH EXP.
AUG
F-PP-INT 08/03/40
DATE.
scALx: 1/4"=V-0"
*='T
Si. IA of
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32760
PH: 407-774-6078
FAX- 407-774-4078
www.abdesigngroup.com
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813486-2620
FAX: 8134IW2802
BUDDIV. ac Lotil
SILVERADO
LOT #22
BLK #10
P
ItOJECT#
03719,000-22
0ARAGIC 1191WING:
LEFT
PAGIC:
DOWEL
PLAN
Q50 MPH EXP. Pj
DOWEL PLAN
SCALE: 1/4' = V-O'
IF ERTICAL FEEIAII
H R NTA
T 0 0 Zo L
.
Fl. BAR _' I
Z
T,
VARIES PER ELEV.
T
<
CLEAN OUT REQUIRE
FOR INSPECTION
TIE'VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10 HOOK
. A--
Z cr I
uJ #4 1 24'
#5 j 30' 1
!6 _31'
HORIZONTAUVERTICAL
REINFORCING
SCALE: 3W=V�0'
OFFSET METHOD CONTINUOUS I I
METHOD #4 1.
HORIZONTAUVERTICAL #6 1. 1
#6 3 -
REINFORCING 87 1 46"
SCALE: 3/4'=I'-O"
#5BARS
FE I
., 8" .,
a] -1 �
ail
Flit
CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
MASONRY SYMBOLS
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407-774-4078
VAVW.ab asigngroup.. m
d' -m
AA #: 0003325 j
IF DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 613-886-2628
FAX: 813486,2802
' 'd
11111111111
I
FggtMDIV. 7 '07"N
SILVERADO
LOT #22
BLK #10
PltojmcT#
03719,000-22
'TW-CAMDEN
GAP.AGE OWING:
LEFT
PAC;Z:
DETAILS
N.150 MPHAXP. Bj
IPW
D . 08/03/20
SCALE: 1/4"=l'-O"
8HE T
ST. 2AI
FRAMING NOTES:
I � U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETAII 6 W/ (9) 1 Dd x 1 112' HDG NAILS,
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1/2* HDG NAILS, WOOD TO WOOD:
SIMPSON H1 OA OR LGT2 W/ 1 Od x 1 1/2' HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED,
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
S. 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 PSS36,.177' * x 2 7/8' LONG, WITH WASHER 0 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.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
(2) 2X12
(D
(2) 2X8
BEAM SCHEDULE
R22M= INDICATES OPENING BELOW/ T.O.B. =TOP OF BEAM I B.O.L. =BOTTOM OF LINTEL /T.O.A. -TOP OF ARCH I T.O.S =TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END, O/C - ON CENTER, F.E.S. - FROM EACH SUPPORT, TO. = THROUGHOUT
MARK
DESCRIPTION
fo
(psi)
SIZE
WXH,
REINFORCEMENT
STIRRUPS
REMARKS
STM.
TOP
MID
SIZE
TPAUNG
BBI
MASONRY
3000
8x8
N/A
GROUTED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8' PRECAST& PRESTRESSED
ADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8'
PRECAST
& PRESTRESSED
U-LINTELS
*-4--
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
*--4--
SAFE
LOAD
PLF
0--o-
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
SUS
TYPE
LENGTH
BUS
SPS
RDMU
TYPE
LENGTH __
IIM�
~
41P13-a
imm
*'WIT
@Fwv
"i
ii
�v
raw
WAMT
mar
VWT
ii
7-r (42') PRECAST
2231
T*V (42') PRECAST
1025
1024
1508
14r (47) PRECAST
Im
2M
3W
4111114
SM
032
7W
ifift
2M
31104
4M
=3
81M
7W
*0 (4n PRECAST
I'S"
V-V (481 PRECAST
785
M
1300
44r (4n MOW
Im
mm
sm
we
4m
I=
2210
JIM
3615
4m
m
f-S' (54-) PRECAST
Im
4-411' (54') PRECAST
502
M
IM
#4r (641 PRECAST
1w
210
2707
3M
4M
4711
Will
m=mmmxK=wnrm=m
Kam
0177
2M
2W
3M
4M
47111
SV9
Is"2.
&W (641 PRECAST
'
1217
Illill
F-C (641 PRECAST
4111
411
745
F-V (641 PRECAST
iols
i7it
2210
21M
m
3091
4M
m=A1=w:!zffmqff=
ff=_
9=
1010
M5
22?d
I 2M
311111111
301
46n
F-Ur (?n PRECAST
1062
Ill
F-Icr (7(r) PRECAST
340
339
816
F-110' (M PRECAST
no
Ui
3080.1
2011
81117.
I&M.
41311.
111211
IW
2M
M
$107
310
4133
W-r M PRECAST
1
V-r (M PRECAST
507
ni
400
S`4r (M PRECAST
on
vw-
Iii
2m.
amylow
=I
m
1w
IM
1 2XI1
2M
3=1
1 VU
r-r Rn PRECAST
743
r-r Wj MECAST
424
534
363
T-r Wj PRECAST
7Vm
10811m
16114mil
2XIS,
2428,
2Wd
311
?v
1=4
IU4
210
IM
2W
I X1111111
W-C (11r) PRECAST
5M
1111 (1121 PRECAST
320
512
MD
W-V (111r) PRECAST
w
m
I
ta4.
ING.
215Y
2111110.
w
m
1310
NO
IM
2111114
OIL_
1IIY-r (12n PRECAST
475
111 (1211 1
204
401
180
19-r (12n PRECAST
m
m
lie
Lmw
-
�mmi
KZL
m
m
IIIKI
"n
Im
-mas
m
na
11-4- (131n PRECAST
SIG
11-4- (13n PRECAST
2W
1 462
1 164
11-4- (13r) PRECAST
5"
am
1w
1274'.
1
im
494
WF
11042A
IMml
1111143.
1915.
211117
11241' (1441 PRECAST
337
Ir-r (144) PRECAST
244
402
137
12-V (144') PRECAST
470
41111
?m
m
111811.
1311.
im-
470
No
wo�
tw.A
"No.
14ma"
smj
IV4' (18n PRECAST
216
13-4- (1180F) PRECAST
217
324
110
IV4' (16n PRECAST
418
m
w
m .
110114-1
1143.
1323
40
400
m
IIIiii
1418.j
ism.
1w.
iW-V (IOn PRECAST
71,
W-W (118n PRECAST
205
293
100
14%W (16n PRECAST
354 m
3611
no
?1114
Ni
111111i
I=.
41ON425
rt7
iouA
isaml
i5uJ
imm
14!4r IM PRESTRESSED
NR
IV4r (171M PRESTRESSED
N.R.
284
91
1W4r (17r) PRESTRESSED
-
314
M
M
672,W
6"
11
"
978-1
11318
_
uss
m
NO J
009.
16116.
1?34.
16W (1541 PRESTRESSED
N.R.
IFW (1841 PRESTRIESSED
N.R.
260
03
1"' (1841 PRESTRESSED
2N
230
30,
m
4111
111,11
W
on
M -
1240.
Sit-
1420.
"64.
11111111
1174' Wn PRESTRESSED
N.
Ir-c am PRESTRESSED
N.R.
194
64
174' Min PRESIFFAM
14.7
U2
2m .
30.8
405
m
al
md
am
"OR.
M ,
IVI.
V3.
147
IIr4' RM PRESTRESSED
N.R.
I" fAr PRESTRESSED
NAL
148
52
194' Min PRE ITTREW,
NO
220
30
4V-1
WT-
07.
74Y,
IN
m
An
JWMA
W.�
w-
low-
ivy
211'11
NA
21-4- IISi PRISSIMIjaw
NJL
125
42
214' Mn !PRESTRESSED
va
204-
232
373
m
410-
7210
11
2w
m
ion
NAL
V4r (2641 PRESIRESSED
N.R.
1
2r4r 016411 MSSTRESW
w
13v?
In
2n
NIS
m
6113
m
w
=go
m.
m
24'-W Win PRESTRESSED
NA
24-0 (01111111 PRESTRESM
1
N.R.
1
91
1
wo mn tESTRESM
1124
17111gIii
319
4MW
410,4
9X,I
402,A
W,1
W
M,
F-INT-2114
1 40
1 1*11
1 U4
1 I= -1
1222
(#)THE NUMBERS IN PARENTHESISARE
REDUCTIONS FOR GRADE
40 FIELD
ADDED
PERCENT
PESAR.
(#)THENUMBERS
REDUCTIONS
IN
FOR GRADE
PARENTHESISARE
40
FIELD ADDED
PERCENT
RESAR.
ALL VALUES TAKEN FROM WM LOAD TAB" BY CASTCRETE MAY 2015 EDITION PRECAST PRODUCTS SY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
ALL PRECAST PRODUCTS ARE TO BE tNSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM IV OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE A: 1"126.03
1441 N. RONALD REAGAN BLVD.
ORLANDO, FIL 32760
PH: 407-774-6078
FAk 407-774-4078
www.abdesigngroup.com
AA #: 0003325
------- -------77-7------- m-m-mmm--m --------- m-
nnn!!� 8 F 1 6-7/70M-M B - - - - - - m SF16 1TIOWOB
8F16-1T/0M11B 41
51-10"
b
7
L.
AH7
------- -------77-7------- m-m-mmm--m --------- m-
nnn!!� 8 F 1 6-7/70M-M B - - - - - - m SF16 1TIOWOB
8F16-1T/0M11B 41
51-10"
b
7
L.
AH7
#0 4*
8F16-1T10M11B J#
10'-6" 4*-
4*
4*
7
4`0
0
%
%
%
E
%
% 4#
0
%
0 %
%
% UNO, PROVIDE BBI WHERE
ROOF TRUSSES BEAR, TOP
% OF WALL EL. 9'-4', UNO.
%
%
%
%
%
%
%
%
%
% %
%
%
%
8RF14-
%
% 1TIOWOB
%
l0KQQQ9Q9E1
-v-o-
Ell
%
%
%
%
%
lop
J*
%
4#
BF36-IT/GWOB
r
-0
SIF
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H
8F36-1T/0M/
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III
pid
.
L- - - - - - - - - - - - - - L - - - - - - - - - -
- - - - - - a - - - - - - j
Z"
LIFT BEAM PIAN
SCALE: 1/4"= V-0"
+4
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336M
PH: 813486-2628
FAX: 813,886-2802
-1
OU1111i & L07'
SILVERADO
LOT #22
BLK #10
MJECT#
1pfl,
03719,000-22
'�W-CAMDEN
GAPtAGZ BVnNG.-
LEFT
PAGIII
LIFT BEAM
PLAN AND
NOTES
150 MPH AXP. B
mm'14
NOTES TO THE INSPECTOR/CONTRACTOR TYP. S*x8* 9.1i"ll
1 PLACE LINTEL ACROSS TOP OF OPENING,
SONDBEAM
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 (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 96 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. PSI,
STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8. x16'
S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
#5 CORNER BAR W/ 30"LAP FOR EACH
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
9-1., 5
COURSE OF BOND BEAM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
6 UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16'DEEP.
VERTICAL REBAR Wl 10'HOOK
8xl6 DEL. BOND TOP OF
BEAM W/ (1) #5 BAR BOND BEAM
8X8 BOND BEAM
0 W1 (1) #5 BAR BOND BEAM
LOF.P
30" TYPICAL
F FILLED W/ GROUT
U UNFILLED GROUT SOLID FROM To'
NOMINAL LINTEL TO TOP OF BONDI NIN-.
#0 NT :
WIDTH F #5'S IN 2ND BOND BEAM, IF FILLED LINTEL.
#5 BAR IN BOND BEAM
BEAM C��RSE
SEE NOTE 5
N . T
SX8 PRE -CAST CONCRETE
16-1 T/1 13 . U
LINTEL W/ (1) #6 BAR (1.2)
N INAL H
LENGTH OF BAR WIDTH OF MASONRY
7,
CORNER
HoElIGHT # F #S'S, TOP OPENING - 2'
ITISTHISEN INEERSINTENT BOND BEAM COURSE OR BEAM DESIGNATION
2
OF
THAT XFXX - ITA MM INDICATES A DOUBLE BOND BEAM #S'S, BOTTOM SX8 PRE -CAST CONCRETE SCALE: 314'-l'-W
REINFORCING BOND BEAM
AND XFXX - ITIOW08 INDICATE$A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Ll) REFER
SCALE: 3/4'-l'-O'
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
C TOP
AND XUXX - 1T/1 MIDS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINT L OF OPENING
AND XUXX - 1 TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL
PRECAST HEADER(MIN)
SINGLE BOND BEAM
2X4 (MIN 2 X 3) 1-3/16
AT HIGHER ELEVATION
TAPCON OR DRIVE PIN (MIN
SHANK SIZE. 145 MIN HEAD
WINDOW
SIZE.300 M N EMBEDMENT I
SINGLE BOND BEAM
114') 8' FROlmll EACH END AND
AT LOWER ELEVATION
18'O.C. MAX. MIN 1-1/4'
EMBEDMENT
#5 BAR BENT
ASSHOWN
1
2X6 (MIN 2 X 3) 2-3/16 TAPCON
PRE -CAST 3 1
I
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE. 145 MIN HEAD SIZE.300
SILL z
MIN EMBEDMENT 1 114') 8'
SLOPE
FROM EACH END AND 1 S'
O.C, MAX. MIN 1,1/4'
?24
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
X SOL' B'DC I
D KN.
BAR TO BE PLACED IN
1/4') 8' FROM EACH EN AN. SECURE TO SHEATHING W/
SECURE To SHEATHING W'
UPPER AND LOWER
#5 MIN. REQUIRED IN
iWO.C. MAX. MIN 1-114? MIN. 2-12d PER BUK. EA. END
M'N 2_' 2d PER ELK EA END
BONDBEAM
EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W1
6 SH _ATHING
7116'OSB SHEATHING
7 'l C
TANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNERBARS
FRAMING DETAIL
AT CORNER STEP
(DAARgCHWAY
SCALE: 3/4".l'-O'
PROVIDE 3'DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
SINGLE #5 CORNER
BAR, 30x3O TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
SX8 CMU PIER
PROVIDE #5 BAR
W/ SINGLE OR DOUBLE RELNF. SAR(S),
AT EACH SIDE
SEE PLAN.
STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND. BEAM CHANGE
LINTEL.
CHANGEIN
r-"� ELEVATION OF BOND BEAM
SINGLE LINTEL, MULTIPLE OPENINGS
1441 N. RONALD REAGAN BLVD
ORLANDO, FIL 32750
PH: 407-774-6078
L AA#:0003325
r DRAFTING BY,
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
pN'8i348S2S2S
FAX: 8i3406-2SO2 A
P
rgltMDIV. a. MP
SILVERADO
LOT #22
BLK #10
]pnojm4cT#
03719,000-22101
'?f9T--* CAMDEN
GARAGIC 8WINCk
LEFT
DETAILS
%,.150 MPH EXP. Bi
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETAl 6 W/ (9) 1 Od x 1 1/2"HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W1 (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD:
SIMPSON Hl GA OR LGT2 W/ I Od x 1 1/2" HOG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
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. UNTELS 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 2K4 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 0 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--o', FINISH FLOOR. UNLESS
NOTED OTHERWISE,
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2X6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / 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,
Cjl
CJ3T lilt N it 11
CJ6T a It a VI C% If a N
Q I I I LLJ—J All
A149
AH11
AH13
AHIS
AH17
AH19
AH21
AH23
A
A
Al
Al
Al
A2
A2
A3
A4
AS
AS
AS
AH23A
AH21A
AH19A
AH17D
AH15D
AH13D
AH11D
AH9D
Dl
DI
Di
D
DGE
C
CGE
11 a ammN OEM 9 am" 51311"m 1! asm a a iiiisilits a mm a
----------- --------
------------- ------------
--------------- --------- --------------
----------------- ------------ 6
22X36
ATTIC
— - — - — - — - — - — - —
-------------------- ------ ...... .......
F----------- 7 --------------------
....... ........... ......
...... — ----------- ......
. . . . . . . . . . . . . . . . . . . . ......
- — - — - — - — - — - — — - — - — -
------ ----- --- ......
L - — — — — — — — — — — - i
-------------- = ..... ........... ......
PREFABRICATED ROOF
TRUSSES 0 24" O.C. MAX L
....... ...............
- — - — - — — - — - — - — - — - — - — - — - — - — -
...... ...... ..... ... ...... ......
- — - — - — - — - — - — - — - — - — -
...... ...... -------- = ........
L------------------ J
-------------- ------ =—= ------
----------------
22X54 ----I
ATTIC
SS
. . . . . . . . . . . . . . . . . . . . . . . .... N
. . . . . . . . . . . . - - - - - -
.......................
. . . . . . . . . .. .. . . . . . . .
.......... =
. . . . . . . . . . . . . . T= ' -7- -7-
-- ...... .......
-----------------
L
2X4 BLOCIaNG BETWEEN TRUSSES
21V D.C. TOE NAILED TO ADJACENT
TRUSSES W/ (2) 16d COMMON
NAR.8 & SECURE TO BM. INI
SIMPSON LTA2 USED TO BRACE
TOP OF WALL
FH7
7�
FHS
E N 75, A
u
CJ3 It wo 11
Gil
FRAMING PLAN
SCALE: 1/4"= V-0"
L-'u
1441 N. RONALD REAGAN BJLVD.
ORLANDO, FL 32750
PH: 407-7744SO78
FAX 407-774-407B
#:0003325
D FTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336U
PH: 8134W2628
FAX: 813SW2802
r95XMDM Se LII
SILVERADO
LOT #22
BILK #10
PRCJZCT#
03719,000-22
TW-CAMDEN
CAPLAGE gVnNCI:
LEFT
]PAGE:
FRAMING
PLAN
V.150 MPH EXP. B-)
A -(I) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10dx I J' NAILS TO TRUSS
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) 16d X 1 J' NAILS TO TRUSS
DEL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 J'NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12) 16d X 3 � NAILS TO GIRDER
1)(2,2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d
GALV. COMMON NAILS.
IX2 SECUREDW/ 10d
GALV. COMMON NAILS
12'0/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
,ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE'
NOTE: A PT SYP #2 2' x 4*,
6', 8'xV-G* MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3-
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEEREDWOOO
TRUSSES 0 24- O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT U: 1810 LES, L:T70 USS (1 PLY)
B ALLOWABLE UPLIFT U:2365 LOS, L 1430 LES (2 OR 3 PLY)
C ALLOWABLE UPLIFT U2705 LBS (2 PLY)
S1A 1B 1C TYPICAL TRUSS/
(��IGIRDER CONNECTOR(S)
3/4. T & G SUBFLOO14 GLUEDAND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
518"GYPSUM BOARD OR 1/2"HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE W/ (2)
16d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD TRU
0 24- O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSSANCHORWITH
(9) 1 Od X 1 J* NAILS TO
GIRDER, PROVIDE 5'
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING, SEE
'ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP 42 2'x 4',
6', 8* . 4'-0' MAY BE ADDED
W1 I Dd NAILS, 2 ROWS, 3-
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
\—A-(l) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN
WITH (4) t X S'TITEN HD TO CMU AND (12) SDS
J' X 2 k TO GIRDER
B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH
12) k X 5' TITEN HD TO CMU AND (18) SDS il x
lx2,2x WOOD FASCIA
3* TO GIRDER
SEE ARCHITECTURAL
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
2x SECURED W/ 13) 16d
(2)kxS'TITENHDTOCMUAND(18)SDS J"XT
GALV. COMMON NAILS.
1 X2 SECURED Wl I Od
MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV COMMON NAILS
EAM
BEAM ENSURE THAT CELLS ARE GROUTED
12'010
SEE SCHEDULE SOLID, WEACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT 8WS LES 12 PLY MIN.)
_Y2 _Y_ C� TYPICAL ROOF
r2A 2B 2 —ox- 4
GIRDER CONNECTOR(S) LL _`
LSTA12 20 GAUGE
W/ 10dxl/2 HOG NAILS
0 EACH END. TOTAL OF 10
FLOOR
GIRDER
iTT4 W/ 6/8"AA, WITH
AIN. 7' EMBEDMENT
TO S�AB & (18) 16d
2X4 OR 2X6 WOOD BEARING 2-1/2 NAILS TO PDX
ST
WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY
PLANS FOR SPACING. SINGLE ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DEIL. TOP PLATE
PROVIDE BLOCKING
1/2' GYP. WL. BD.
tl �,GIRDER/WOOD POST CONNECTIONS
FLOOR TRUSS CONNECTION @ L.B.W.
SCALE: 3/4"-l'-O* (NO UPLIFT)
OUTER 1/3 (
SPAN ONLY
BTM. -
PLATE
DEPTH 1/4*0
—HOLE EDGE 15/8"
. 216*13 SGL. STUD
STUD NOTCHING
AND BORING LIMITS
EDGE >516'
� 3t5*0 DBL. STUD
A - SIMPSON HUS28 G � 1200 LES, U < 1280 LES W/ (1) 34- SIMPSON TITEN BOLT/J-BOLT, 51 MIN.
EMBED (22) 16d GALV. COMMON NAILS AND (8) 10d QALV. COMMON NAILS.
B - SIMPSON HUS28 G � 2400 LES, U � 1425 LES W/ (2) 314- SIMPSON TITEN BOLTIJ-BOLT, V MIN.
EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
C - SIMPSON HGUS28-2 G � 2400 LBS, U < 1810 LEIS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN . EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
D - SIMPSON HGUS28-2 0 < 4800 LES, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, S'
MIN. EMBED (36) 1 6d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G � 4600 LES, U < 1810 LES W1 (4) 314- SIMPSON TITEN BOLTIJ-BOLT, 5'
MIN. EMBED (36) Ifid GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
WOOD LEDGER
ATTACHMENT DETAIL
9 SCALE: 3/4'=I'-O*
6'-0" MAX (W/1 X4)
R 10'-0" MAX (W12 !!llv_
#1100 UPLIFT SIMPSON
HTSM20 W/10 10d TO
TRUSS AND (4)114'.21/4'
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 10d TO
TRUSS AND (4) 1/4'. 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
mispi-AdED EMBEDDED TRUSS ANCHOR
1 X4 DIA GONAL
BTM.CHORO
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
STM. CHORD OF
WOOD ROOF TRUSSES
IX4 BTM. CHORD BRACING 6-0"O/C END WALL OR OTHER
MAX., OR 2X4 EITM. CHORD BRACING END TYPE CONDITION, IF
101-0- O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTIONTYP. BTM. CHORD BRACING
5'EDGE
CENTRAL
SPACING
SPACING
SEE
S
5CHEDULE�
S2M��� WE TWIG Pf
L
SEE SCHEDULE FOR BOLT
LEDGER SCHEDULE Lu
5 112- MIN. EMBED. (TYP)
B 13
1. ENSURE THAT EXP. BOLTS/J-HOLTS ARE
H, H
PLACED INTO GROUTED CELLS, S' ALL AROUND
BOLT.
2. END OF FRONT AND REAR LEDGER SHOULD
LAP A MIN OF 4'-D'.
3. ALL BOLTS TO HAVE WASHERS
4 EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
CLOSER THAN VC/C.
5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4*
(2) PT
DIA. x 3' MASONRY SCREWS MAY BE USED.
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
VEDGESPACING
CIROM&PACING
A
DOUBLE 2X8
1/2"
81 O/C
16* O/C
B
DOUBLE 2xS
14-
81 Ole
24'O/C
C
DOUBLE 2xlO
1/2,
a, O/C
16, O/C
D
DOUBLE 2xI0
11.
a* O/C
24' O/C
E
DOUBLE 2xI0
3/4'
6'O/C
16, O/C
F
DOUBLE W2
----
I
WOOD LEDGER DETAIL
3/4'.V-0'
(2) 2X4 No.2 SYP DIAG. -
BRACE W/ (3) 12d 0 EA.
TRUSS (DIAG BRACE TO
COVER 6 TRUSSES)
0'-0- TO 30'-0' (1) 'X' BRACE
3U-l' TO EICY-0 (3) 'X' BRACE
�l :X B A E *CENTER
EIR C
RACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA,
SEE ARCHITECTURAL
PRE-ENG GABLE TRUSS
STIFFBACK (AS PER
TRUSS ENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2x4 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
W-0- O.C. (AT SHEATHING
SEAMS)
SECURE 2XB PT. PLATE
TO SLK W1 1/2' DIA.
ANCHOR BOLT W/ 2'
WASHER SET IN HIGH
STRENGTH EPDXY 6'
MIN. EMBED. AT 32'OC
MAX.
SECURE GABLE TO 2X8
P.T. PLATE W/ 12d'. 8*
O.C. MAX
CONT. 2X4 SECURED W/
(2) lOds 0 EACH TRUSS
TO BE INSTALLED 0
101-0'O.C. MAK
BLOCK WALL W/ GABLE END
1,� �-ENG�DTRU`S��
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL fl AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A 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.
ALTERN TE MATERIALS
LE: 3/4"-V�0"
1441. N, RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdeslgngroup.com
AA#:O003325
DRAFTING BY:
A.S. DESIGN GROUP
DRAFnNGINC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134M&2628
FAX: 813-886-2802
ISXMDIV. S& LWO
SILVERADO
LOT #22
BLK #1
pr.tojzcT# 1
03719,000-22'01
Tfd!�-CAMDEN
GARAGE EMNG:
LEFT
PAGE:
DETAILS
IQ50 MPH EXP. V
FLO-OR DECK
H H
F=L El
H R
2.6PT TERMINATION 14 H
2x4 STRONGRACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/iS x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
OT
B TOM OF FLOOR TRUSS,
TYPICALLY 101-0' BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
SIMPSON H6 W/
(8)8d COMMON NAILS 2x LIDS
S MPSON H6 W/ (8) 8d EACH END
IN
COMMON NAILS, EACH
END EVERY STUD OR ON
EACH END OF'BUNDLE'
OFSTUDS
SLY
P WOOD FLOOR
HEATHING
2S
SIMPSON SPH41SPH8 BTM. -j
FLOOR TRUSS C A PLATE STRAPS W/ I Od x I
GIRDER TRUSS 1/2' HOG NAILS
WALL FLOOR FRAMING,
TRUSS PARALLEL TO WALL
SCALE: 3/4'-l'-O*
DBL PT 2x6 BLWNG BETWEEN
TRUSSES W/ 10d 0 3' O.C. I ST PLY
INTO LEDGER AND 10d 0 3"O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8' CMU WA L
REINF PER PLAN
PER ELEVATION /7L
PER ELEVATION C,(
ly
IX2 FIRE -STOP
#8 WOOD SCREWS
x 2' LONG 0 3"0.C,;;
STAGGERED OFF
CENTERLINE OFF 2x8;
OWN
SIMPSON A23
EA. TRUSS 11i
/4"
NAILING PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
N DETAIL
AT TRUSSES BEARING
K_,_�ON EXTERIOR WALL
1\��LE: 3/4'.V-0'
#8W0ODSCREWSx2'
LONG 0 3' OC;
STAGGERED
ASSHOWN
DBL2X8 LEDGER
TOCM W/lt2'EXP.BOLT
AT 16*U
ENDWIMINS-1 "EMBED.
REINF PER PLAN
PER ELEVATIQN /�- FLOOR D
NAILING PATTERN
PER ELEVATION L�i
T \- PRE-ENGINEERED WOOD
2x4 P.T. CEILING 24" M FLOOR TRUSSES (SEE
NAILER Wl FRAMING PLAN)
MASONRY NAILS
0 12"O.C.
1X2 FIRE -STOP CTION DETAIL
AT TRUSSES PARALLEL
r��TO EXTERIOR WALL
SCALE: 3/4".l'-O'
2x STUDS PER PLANS
2x STUDS PER PLANS
-
DBL PT 2x6 BLK'NG BETWEEN
2X4 BLOCKING BETWEEN TRUSSES
TRUSSES W/ 10d 0 3'O.C. IST PLY
FLOOR DECK
x 4 C 0
2x4 CONT. Wl (4) 16d NAILS
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 10d 0 3" O.C.
#6 WOOD SCREWS
2X4 BL CKING 0 EA. BRACE.
CINTO
NOTE:
T 0 P
a TOP OF FLA TRUSS
13RACE W/ (3) 12d 0 EA. 4.-O"O.C, (AT SHEATHING SEAMS)
STAGGERED UPPER PIL Y INTO 2X6
x 2'LONG a 3' O.C.;
TOENAIL TRUSS W/ (4) 16d
STRUCTURAL SHEATHING
T P 2
(TOP 2X4 SUPPORTS ST.
0
TRUSS (DIAG. BRACE 7 1 0
7
BELOW
S TAGGERED OFF
NAILS 0 EA. END
MUSTNOT RFAKWITHIN
B
T
PLATE OF 2ND FLA)
P E
COVER 5 TRUSSES)
CENTERLINE OFF 2x6;
3/4'AS SHOWN
2x4 BRACE 0 48- D.C. W/ (5) 12d
V-4'MIN. FROM 2ND. FLA.
0
FLOOR DECK
F L 0 A
CI-0- TO 301-0- (1) 'X' BRACE
NAILS 0 EA. END
LINE
2x6 CONT. W/ (8) 16d NAILS
2."
30--1 - TO W-0 (3) 'X' BRACE
DBL 2XI LEDG�R
44
Sd RING SHANK NAILS 0 4'O.C. MAX
- ST
0 ST. OF FLOOR TRUSS
(1) 'X' BRACE 0 CENTER PRE-ENG GABLE TRUSS
8'CMU WALL
T.0 .0 W/ '12 EX BOLT
"FR
AND 8' OM
INTO BLOCKING
ST 2X�
(BT. 2X6 IS FOR WALL
(2) 'X' BRACE DIVIDED EQUALLY
S IFFBACKATALL 2x SUB -BAND
REINF _ PLAN
PER A4N
END Wl MIN 5-1/2' EMBED.
16d NAILS 0 8'0.0. MAX
SHEAT'
SHEATHING NAILER)
FROM CENTER TO END. UT
PRIGHTS OVER 4�-ITHIG.
I X2 �IRE-STOP
(AS PER TRUSS ENG)
N
PER ELEVATION
4'
PER ELEVATION PER ELEVATION
0
PLYWOOD SHEATHING, SEE
NAILING PATTERN
l=PRE.EN.INrERED
SHEATH ING
FASTENER SCHEDULE'
PER ELEVATION
11, PER ELEVATION PER ELEVATICN L
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
2x4 P,T. CEILING
WOOD
FLOOR TRUSSES (SEE
PR
PRE-ENGINEEFIED WOOD
CONNECT] N PER
lx2,2x WOOD FASCIA 0
NAILER wl
FRAMING PLAN)
PRE-ENGINEERED WOOD
LOD
FLOOR TRUSSES (SEE
FAM
FRAMING PLAN)
TRUSSMFG.
SEE ARCHITECTURAL
MASONRY NAILS
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FOR
2x SECURED WI(3)16d ENGINEERED WOOD
0 12'O.C.
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM REQ. BOND BEAM REQ,
SIMPSON HETA-16 &
V Y
EVERY TRUSS (VERIFY
GALV. COMMON NAILS. TRUSSES 0 24- 0/0,
SU
1X2 SECURED Wl 10d BMIT SHOP DRAWINGS
1X2 FIRE -STOP
P
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16 0
W/ TRUSS PLAN)
W, T U
GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN
AT TRUSSES PARALLEL
32' O-C MAX,
(VERIFY W/ TRUSS
SECTION DETAIL
12'O/C AND APPROVAL SECURED Wt (2) 12crs a
MASONRY BOND BEAM EACH TRUSS
r��TO EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
GABLE END PRE-ENG-D TRUSS
PRE-ENG FLOOR TRUSSES
�_�W/ �HIP RETUR
E: 314*-l'-W
PRE-ENG GABLE TRUSS
2X4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO SAYS 4'-O'O.C. (AT
PRE-ENG'D WOOD
SEE SCHED. BELOW
ROOFTRUSS
SHEATHING SEAMS) (BLOCKIN G
TRUSS (TYP)
0 24- O.C�
NOT SHOWN FOR CLARITY)
MAX
UaELEVATION IL
I I
FOR STRAPPING
'y
VERIFY
PR -ENG ROOF TRUSS
SECURE 2x6 PT. PLATE TO BLK
W/ TRUSS PLAN
TRUSS TO TOP KAM
5/8!GYPSUM BOARD OR 1/2"HIGH
W/ 1/2' DIA. ANCHOR BOLT Wl 2'
A - SIMPSON MTS12
STRENGTH CLG BOARD
4x4/4x6 SYP NO. 2
WASHER SET IN HIGH
U � 990 LEIS W/ (14) 10d
SECURE TRUSS TO TOP PLATE W/ 12)
WOOD POST TO
STRENGTH EPDXY WMIN,
GALV. NAILS.
16d TOENAILS
SLAB.SEE
EMBED. AT 32'OC MAX.
B - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2XS P.T.
U . 1420 LBS W/ (14) 10d
-.V-. BELOW FOR
PLATE W/ 12d's WO.C. MAX
GALV. NAILS EA. STRAP
2x4 OR 2x6 WOOD BEARING
CONNECTION
WALL W/ SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING, SINGLE
CONC. POUR
BTM PLATE TO BE PT.
LINTEL COUR E
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 BTM
1/2'GYP. WL. GO.
:0:
AND TOP PLATE ANCHORS Wt
10d x 1 '/2"COMMON NAILS
SECURE ST. PLATE TO SLAB W/
CONT. 2x4 SECURED W/ (2) 10d's 0 EACH
FILL ALL HOLES, DO NOT USE
IDd 3.
1/2' x9' WEDGEANCHORW/2'
WASHER SET IN HIGH STRENGTH
TRUSSMOOD POST CONNECTIONS
TRUSS TO BE INSTALLED 0 la-O'O.C.
MAX.
x
EPDXY 5-1/2' EMBED, MIN. 0 16'
OC MAX,
SCALE: -'=V-'
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
TRUBSTO PM CONNECT110N
SCALE: 3/4'=V-0'
A: SIMPSON MTS-12 U 900 LEIS W1 (14) 10d GALV. NAILS.
6 SIMPSON KFS-20 U 1310 LEIS W/ (20) 10d GALV. NAILS.
0 . 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16)
1/4'x3'SDS, (1) 5/8" A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' BOB TO POST
TRUSS CONNECTION @ L.B.W.
9a 9b
POST TO SLAB CONNECTION
SCALE: 3/4'=V-0'
A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:6,660 W1 518 DIA. x 6" EXP. BOLT
SIMPSON ASU46Z POST BASE <U:2,300 GA 0,336 W/ " DIA. x 6' EXP. BOLT
C _ SIMPSON HTTS POST ON SLAB �U:4,565 W/ 5/8"A.B. WITH MIN. 7'
EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAK 407-774-4078
WWwAbdesIgngraup.com
AA#:0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336M
PH: 8134386-2 =
FAX: 8,.34,82802
I-SU131DIV. & X1074
SILVERADO
LOT #22
BLK #10
PROJECT#
03719,000-22
Tfff-'CAMDEN
CFARAOZ 9WING:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
I"PRlNT 08/03/20
DATE:
DCAXJC: 1/4"=l'—O"
81-=T
S3. IB
- f 'A'
— END
W
ROOF WIND DESIGN PRESSURES
NET(GROSS) ASCM6—
ZONE 1 8.97 PSF (19.97)
ZONE 2 17.98 PSF (27.98)
ZONE 3 33.53 PSF (43,53)
A'= 4' _O'END ZONE DISTANCE
.ASK; WIND SPEED: 150 MPH
WIND EXPOSURE: - 13'
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT - 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7116-
O.S.B, OR 1/2'CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING
SHANK GUN NAILS AT CO.C. AT SUPPORTED
PANEL EDGES AND Sd A ING SHANK GUN NAILS
AT 6*OC AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
-ROOF SHEATHING TO GABLE END FRAME USE
Scl GUN NAILS 0 4' D.C. EDGEWISE 2X4
BLOCKING ALL PANEL JOINTS Wt IN 4'OF GABLE
ENE).
ROOF WALU FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN, LENGTH
MIN. DLA
SHANK
TENSILE STR.
SHANK
Scl
RING SHANK,
2 112'
0. 120'
170,000
RING
SCREWSHANK
( I
P6'20 RINGS
ER INCH)
Sd
SCREW SHANK
2 1/2'
0. 120"
PNEUMATIC
SCREW -NAILS
I. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIOR SHEATIFIM
U SE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d A ING
SHANK GUN NAILS AT 4' OC. AT PANEL SIDES
AND Sd RING SHANK GUN NAILS 4'0.C. TOP &
90TTOM PANEL AND Sd RING SHANK GUN
NAILS AT B'O.C. AT INTERMEDIATE SUPPORTS
OR 7/16, ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL,
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SPACES AT EACH END
RAFTER OR TRUSS
ROOF SHEATHING
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POOF SHEATHING LAYOUT
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(_ d RING SHANKGUN NAILS
4 6' O.C. IN FIELD'
8d IiING SHANK GUN NAILS 0 12- O.C. I�
FIELD or Sd x 2 1/2'SCREW SHANK
PNEUMATIC SCREW -NAILS 0 100.1
FIELD
rYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL ' MECHANICAL. ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON MUCTURAL DMINGS APPLICABLE BUILDING CODE STANDARDS: FBC-A 2017,6th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-131ASCE &13 AISI SPECIFICATION FOR THE DESIGN OF
COLD.FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT.
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTEO PART
OF THE WORK,
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES To INSURE SAFETY OF THE BUILDING AND ITS COMPONENT$
DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDAT10N AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOAD$.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: LIVELOA FLOOR: LIVE LOAD 40 Pat
20 psf TOP CHORD ncurmnt
10 pat BTM CHORD -r—urmt
DEADLOAD DEADLOAD
15psfTOPCHORD 20 pel TOP CHORD
(7 p.f �/ ASPHALT SHINGLES) I10 pEf w/ No GYPCRETE)
10 psf BTM CHORD 5 DO BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: IOpf
BALCONY LIVE LOAD 60 PSI
STAIRS LIVE LOAD 40 DO
VAND: DEAD LOAD SPEED - 160 MPHS SECOND GUST
(ASCE 7-10 (FSC R2017) EXPOSURE R R18K CATEGORY 11)
LIVE LOADS: UNINHABITA13LE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH UMITED
STORAGE: WPM, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR)
AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40p,l, SLEEPING ROOMS: 30pal, STAIRS:
40"f
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMI17AL TO THE ARCHITECT.
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000p,LFOOTING
EXCAVATIONS AND SLAB SU"RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D�1567. TREAT ALL
SOIL FOR TERMITE PROTECTION.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARA71ON EFFORTS, LOCATIONS FAILING TO MEET THE
GEO_TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S 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�TECFL 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 6 - STRUCTURAL TERRACE SLAB,
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRRIGTH DATA FOR EACH SEPARATE WX PRIOR TO
C014CRETE PLACEMENT. CONCREIT SLUMP $11ALL NOT EXCEED 5'4- PRIOR TO THE ADDITION OF PLASTICIZER
ALL AGGREGATE USED IN CONCRETE SHAJ. CONFORM TO ASTM CU MAXIMUM AGGREGATE SUE SHAUL BE 3W.
Wow:
PROMDE 6%AIR ENTRAINED CONCRFIE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ALL SPOSED EDGES OF CONCRETE ARE TO BE CHAMFEtED 3/4'.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATE$. TOP PLATES, BRACING. LEDGERS, BLOCKING,
PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNOBt ALL SU�GROUMD WHEM INDICATED ON
CRIPPLERS, SILLS, ETO, SHALL BE SOUTHERN PINE NO. 2 08 BETTER Fb . 1100 PSI AND A MODULUS OF
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WTH ADHESIVE TAPE
ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM
FOPJA-WORK-
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHAUL BE TREATED FOR ANY
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, BLABS. COLUMNS. WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH Aa 347,
N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK
CONTAINS MORE THAN WOF HEARTWOOD.
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017,61h EDITION. SEE NAILING SCHEDULE ON PLANS.
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE A EOUIRED BUT ARE BY OTHERS.
SYP #Z
WELDED WRIE MESH:
WELDED WI RE MESH, SHALL BE ASTM Al $5, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI
TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2* CHAIRS SPACED T-O"OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTIM A816 GRADE 40 IN CONCRETE DEFORMED BARS, RESAR SHALL BE ASTM A615
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECI RCATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BAR$ SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW.
TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR 26" #6 BAR 36"
#68AR W 97 BAR 42'
PROVIDE 36". 39'CORNER EARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
WALL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER.
K4,SONRr.
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
'SPECIFICATION MASONRY STRUCTURES'(ACI 6301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
ALL BLOCK WALLS SMALL BE TWO�CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE 1'. - 1600 PSI. BLOCK SHALL BE PLACED USING
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROLM USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ASTM C-476 , AND $HALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8'
COURSE AGGREGATE, AND SHALL BE PLACED W1 A SLUMP OF B'TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE CIRCUIT.
TYPE *M' OR "S' MORTAR $HALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTUNED 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 NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECT10N OF STRUCTURAL STEEL FOR BUILDINGS,
OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL $HALL BE ASTM
A36, Fy - 36 W FOR ANGLES, PLATES. AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B,
Fy - 46 ks]. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR 8, Fy - 35 kei . TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -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.NLfr METHOD,
CONCREIIE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 3DI AND ASTM C-94 OR MEASURING. MIXING TRANSPORTING ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL.
CONCRErE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS SATCHED. THE MAXIMUM TILE ALLOWED �"WHEN WAiii IS
ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POMON Slikl. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH T14AT A BATCH IS FIELD FOR LONGER THAN 90 MIIlUTES, THE CONCRETE "ll. 140T BE PLACED. IT SHAU. BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WITH THE ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR $HALL BE AS FOULOM:
A. 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY WOSED TO EARTH IFOUNDATIONSY
S. FOR CONCFETE EMSED TO EARTH ANDIOR WEATHER
I.U2"FOR 06 AND SMALLER
F FOR #6 AND LARGER
C. FOR CONCREIIE NOT UPOSED TO WEATHER
3(4- FOR SLABS, WALLS AND MSTS
1-1/2"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPAL TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES $HALL BE A MINIMUM THICKNESS OF O.OW AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SMALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, 'DESIGN NATIONAL
STANDARDS FOR METAL�PLATE-CONNECTED-WOOD TRUSS CONSTRUCTIOM, AND *TPvWrCA BCSI 1'
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS,
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNEC TION DETAILS AT
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL 13E NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACIUTATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN $HALL SUPERGEDE THOSE
OF THE DELEGATED TRUSS ENGINEER. WIND UPUFT VALUES HAVE BEEN BASED ON ASCE 7�10 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
F ENERS
FASTENER
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NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING SUCKS SHALL BE AS PER MANUFACTURERS SPECS AND OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4 PAP SHALL BE HIL71 -ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5� FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6, 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. lx MEMBERS ARE NAILED AND
=,AND
2� ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE.
1441 N. RONALD REA
ORLANDO, FL 32
PH: 407
0
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IPRINT 08/03/20
DATE:
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