HomeMy WebLinkAbout6598 Cobble Bliss St2795-CAMDEN99
ALL WOkK SHAI'�
CODES FLORIDA SU
NATIONAI ELECT RIC CODE,
I:-
ANDTHECIT"'�,,
0Rf
BR4HORMN
REVIF-W DATF_� JAN
--a 7
C 1 T Y 0 F 7-
PLAN EXA'MINEt:�
12602 TEL-E(-,C>M [DRIVE, TAMPA, FL_ 33637
Ted: (813) 740-9720 Fax: (813) 740-9715
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
nnm Bunmw coDs. ImmuU
ISM 11DITION (2M7)
-AM IDM AM STATZ C=
OCCUPANCY - RESIDENTIAJ� GROUP R3
:CONSTRUCTION TYPE - VB
KIN. INTERIOR FINISH - CLW B
BASIC WIND SPEED - Vult=150 MPH
Vasd=116 iff
- B
I -STORY RESIDENCE -
*2-STORY RESIDENCE - HAL HEIGHT AS PER WCAL
AND STATE CODES
ABV. A VE LAV.
A/C AIR CONDITIONING LUM.
A J ADJUSTABLE M.C.
ALT. ALTERNATE MFR_
AM . AMPERAGE MTN
BD.P BOARD MJ,
CL CENTER LINE MTD.
C CABINET MTL.
C CHILING NT .
C R. CLEAR O,�,
C C. CONCRETE PL
CPT. CARPET P.B.
C C
LIT ER"IC TILE PH,
DRYER PLT,
DEL. DOUBLE PLYWD
DO. DUAL GLAZED P
DLA DI ETER PT
D D MENSION R_ ,
D:SF. DISPOSAL RA D.
DP. DEEP RAG
DR_ DOOR REF.
U.S. DOWNS UT RM.
TILL DETAIL R.O.
D.W DISHWASHER SC
EA� EACH SU'
ELEV. ELEVATION S-H.
EQ EQUAL SIT
EX . EXHAUST SHTHO.
EXT. EXTERIOR 8
FG /EX. FIXED GLASS Sim,
E.G. FUEL GAS I
FIN. FINISH SL GL.
FILE' FLOOR STD.
FLUOR. FLUORESCENT SWS
FEL DR FRENCH DOOR
FIG. FOOTING TEMP.
0 . GAUGE THK.
GAR, DISP. GARBAGE DISPOSAL T.O.C.
O.F.T. GROUND -FAULT CIRCUIT TOP,
INTERRUPTER T:O.S.
G . GLASS _ TYP.
OIL. ED. GYPSUM BOARD U.N.O.
H HO E BIB
NE HOLLOW CORE V. .
RD . HEADER W.
HOT. OR HT HEIGHT ION W/
INSUL. INSULAT WD
INT. INTERIOR WDW
W/H
WJ.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
P
PHONE
LATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXT OR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLE)INGOLASS
STANDARD
S FAR WALL
SECTION
TEMPEREDGLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESSNOTED
OTHERWISE
VAPORPROOF
WASH
WITH
WOOD
WINDOW
WATER HE R
WROUGHT IRON
DATE
DESCRIPTION
08/ft/10
cONTIwL DATE
ARCHITECTURAL SHEET # DESCRIPTION
960/111
ADDED IbV-C ENGINEERING
PG Cl —COVER SHEET
PG GN—GENERAL NOTES
PG Al —FLOOR PLAN
PG A2F —FRONT AND REAR ELEVATION "F"
ru A011 —LEFT AND RIGHT ELEVATION "F"
PG El —ELECTRICAL PLAN
PG PI —PLUMBING PUN
PG Ml—MECHANICAL PLAN
PG Dl —DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL LISTING
PG WAl —WALL ASSEMBLY DETAILS
ru vvA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
FIG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6—WALL ASSEMBLY DETAILS
01/215/15
ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN
0112SAlB
FIXED DIMENSIONS FOR STUDY AND DINING ROOM
00/02/12
REVISE 6GIFT CALC6
10/14/1%
UPDATED LED LIGHTS PER DJIL HORTON
190/30/111
UPDATED LED DETAIL &JOSLES PER DJ1t HORTON
It/MM
ADDED FOUNDATION ON GARAGE SEARING WALL
____
CRAMW
UPDATED SIMPIDON COWEr-TORD IJL.O. Uep
OAmw
ADDED 1150-0 ENGINEERING
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
CRAD&W
REWAD STCNE CAP NOTE ADDED FOAM CAP ON ELEVATIC"
SQ.FT. CALC.'S
CAAMW
BEGAN ADDING ELEVATION INTO LOT REOUESTS AND MASTER
OBA04W
SENT ROM PACKAGE TO TMW ENGINEER FOR TIRUIMIES
IST FLOOR LIVING 2.636 Sa FT
GARAGE 615 Sa FT
ENTRY 6b $a PT
COVERED LANAI Iw $a FT*
TarAL 3,113 Sa FT.
3/WV
ADDED FRONT ELEVATION IF' PER DJAMORTON
IA4120
C44ANGED ROOM NAMES PER ON, H0FrrON
STRUCTURAL SHEET # DESCRIPTION
PG SI—FOUNDATION PLAN
PG Sl.IA—DETAILS
PG S1.2 —DOWEL PLAN
PG Sl.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
PG S3—FRAMING PIAN
PG S3.lA—DETAILS
PG S3.IB—DETAILS
PG SNI—DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL UABI[LITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF An ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER To SUBMIT A WRIITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN
R1q . a IN WRITTEN/DRAWN FORMS IN A TEMELY
MANNER. AS DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO Im', HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
WWW.8bdesWW0uP.c0m
AA #:0003325
r DRAFTING BY: "N
A.B. DESIGN GROUP
DRAFTING INC.
BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH 81343862628
11ka IA;: 8134MG-2602
BUDDIV. 4k V � I
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
MOD21.
2795- F
GAP-*.GZ 8`1111MG:
RIGHT
PACE:
COVER
SHEET
150 MPH EXP. B
GENEML NOM
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.
SMWORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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. THE BUILDING SITE
SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS,
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GAUGES AND CAMUS
1 . GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARAT114G THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1 - MIN. RIGID
ON-METAULIC 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 3'- O'BEYOND NEW FOOTING LINE,
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY MICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
ii. SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
TIMER
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI 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 CU17ING OF FRAMING MEMBERS SHALL COMPLY WITH CA-LAFTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 2,V AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST ]RON 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 '/4' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO 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.
EXFEMOR 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 FOWES
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ya' 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, 1/2THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM'C926 & ASTM-Cl 063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 0634 1A & R703.7. 1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 'L'FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7.
FM RESISTANr CONMUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7.
EXTERIOR CELRM
I . EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH I
I hr TYPE "W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) .
CONSTRUMON OBERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDERS /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR 80FFrr8
I . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE
INSTALLED SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
A k C N I T I C T I
5
aDesoign
Group.
MI N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesIgngroup.00m
AA#:0003325
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813406-2628
FAX: 813,886-2802 j
d-va
Male
BUDDIV. S. L074
SILVERADO
LOT #23
BLK #10
P
ROJECT#
03719.000-23101
MODICIL.
2795-F
CAP-%GZ GWING:
RIGHT
PAGZ:
GENERAL
NOTES
%.150 MPH EXP. B.)
I Nov
'-P= 10/30/20
BCA=: 1/4"=f-0"
B*E&%V
GN
11 FLOOR PLAN NOTES 11
- ALL PrIENWONG AM MOM PACE OF 'I % WALL
(OR ECOM OF PLOOR 6LA&) TO FAM OF .011-M U".
ALL INTIONOM WALL6 AM 5)1* UND.
DR, vommD Twowxaw ROOF (VM, NOT 6epmeam
Alft CO!'"WASGOR SET ON 44'X44' P40LMD CONC_ PAD.
PAD BEGINS &'PPWM SO= OF 6TIlUCTUML
- 80 OHM CiN " 6ANIERAL AND GTANDAIW BULDINS
MOMS.
- ALL HABITABLE 0=16 TO 14AVE APIC PAULT 011OWT
NTEPUMN-TEpt
. ALL PJLL MOW BLOCK WALLS ISIETWEIIIN PILLED CIELLS
WITHOUT OPENN�06 AM 8&�WMLAR
FLOOR PLAN
SCALE. 114' - I'-V'
SQ.FT. CAM'S
IST FLOOR UYING 2^16 Sa FT.
&M Sa FT.
ENTRY 65 Sa FT.
COMMD LANA) tW ba FT.
TOTAL 3,113 Sa FT.
ClArNMANDOJAMODLOU
NO OFOM FOR 8
am
Q�
811WE
ZME
OWNYWCOA
ANDTNE
FONNE
MIN. WINDOW
to
b
243/-32b
ORITEMA
EXTERIOR SWINda
is
b
23.4/-30.1
Olt MIN. CWJTERIA
SCID. MIN.
41
5
22.1/-41.0
CRITERIA
I
I
I
16,010 O.W.O.
1 112
1 5
1 20b/-24.9
BASIC WIND SPEED MPH - 150 (Vult)
INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG.
CAT. -It, EXP.-B, MEAN ROOF HT. = 14*-g*
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. OMMOA15011M]
RADIUS 00FINERS, SEE
PLAN
BIRACKET 4
BLOCKING
ELEOTRICAL BOX
AT ENDS OF PARTITION
WALL
2*Xb'X35-1/4'
LOW WALL
2'X6' STUDS
16, or_
UW 1/2'
DRYWALL
'" AN' SEOURE
COUNTEIR TO"
ES IIAT.EMAI_ TO
CABINETS.
INSTALLER 8kALL
INSTALL PLAT
BAR REINP0RCtWA
KJTC44EN 4 BRACKETS AS
BASE INECESSARY.
CABINET 7:
In
&TYP. CABINET SECTION
R T —n. a
r,_,-�OPENING DTL.
WNsolgn
Group-Lm
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwabdesigngroup.mm
L AA #: 0003325 A
IF DRAFTING BY: "N
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134886-2628
1,4 FAX: 81==;r2
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d—loy
M
FOUDDIV. S. L'04N
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
MODMIU
2795—F
GAI%AGE DWING:
RIGHT
PAGE:
FLOOR
PLAN
150 MPH EXP. B 0;
P'Pnnrr 'q
DATE. 10/30/20
8CAL& 1/4-=I'-O-
8*=L"r
Al
-/-20'-1' 5LOG. WT.
SHIWGLI
6' LAP
V-4" BRG. W.T.
DECO
a
0 . FLR� N
01.9. GRADE (MIIV�
V-4' 51`ir3. HGT,s -
10' 0' FIN FLP-
9>'-S GiaDE �Mllsl.)�
FRONT ELEVATION.
TEXTURED FINISH
NOTE, WALL FENESTRATION FLASHIWS AS PER F5CR R'103A
INTONE VENOM TO BE INSTALLED PER
MANLFAGTLNFXFIV6 SPIKIFICATIt"
REAR ELEVATION.
m>mRED FINISH
AREA OF ATTIC
3972 SCL FT.
NET FREEVENTILATION AREA REQUIRED
V 300
REQUIRED VENT] LATION AREA
3972 /300
13.24
VENTILATION AREA X SQ. INCHES PER FT. (144)
1906.56 SQ. IN.
MIN. REQUIRED VENTILATION
.5x 1906.56
IN UPPER PORTION OF ATTIC
OFF RIDGE VENTILATION AREA 115 SO, IN. PER VENT
953.28/115
TOTAL#OFVENTS REQUIRED 8.28939
TOTAL#OFVENTSP 9
*AREA OF ATTIC ISTHE PERINTER OF THE HOUSE, LES5THEOVERHANG
(EXTERIOR OF WALL TO EKTERIOR OF WALL, NOOVERHANGS INCLUDED)
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PH: 407-774-6078
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www.abdeWgWoup.com
AA #: 0003325
F- DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-SM2628
FAX: 81122r
8UNDIV. & L074
SILVERADO
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u ------ ------ ------ -----------------------
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441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.co,m
AA 0: 0003325
IF DRAFTING BY'. ""N
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MS-2628
FAk 8134MG-2802
81-71v- 7cm
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OCATION)
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[LNG MOUNTED PAN
T FAN (I CFM PER Sa Fr.)
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FAULT PROTECTED PER NEC 210.12flo) 2014 EDITION
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PANEL
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c: b0f:M INTERMITTENT PER TA15LE MIS01.4 Or
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LAUNDRY RDOM RECEPTACLE SMALL 15E GROUND
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ALL RECEPTACLE TO 15E TAMPER-FIESISTANT
T
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AND 15% OF LIGHTING MUST BE ENEMfFFICIENT
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up
CIPI
A
----------- ---------
COVERED LANAI
PRE-WIFIED - - - - - - -
CLG PAN CAEE
OPT.
FIXTURE
WID
PIRE-WIRED
CILG PAN
- - - - - - - - - - - - - - - - - rt so/co - - - - - - - - - - - - - - - -
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61 IAUND
1
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L- - - - - - - - - - - -
- - - - - - - - - - - - - -
o MULTI-GEN
S.D. SUrrE
BEDROOM 3 _p" i
70
CLG PAN
L- - - - - - - - - - - -
CLG PAN
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BEDROOM CHIMES IRRIGATION
OUTLET
IN,
i ENTRY --------
ELECTRICAL PLAN
SCALE. 1/4' - P-0'
LIGHT
LIGHT
WP Panel MAIN -A
PANEL: 8/16eved.breake, VOLTAGE: 1201240VAPh MAIN: 150 Arnp M.C.8
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G r ZousjOnam
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
L AA #: 0003325
IF DRAFnNG BY. "I
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORID 33634
PH: BLI4186-2628
BZMDIV. & LOT,
SILVERADO
LOT #23
BLK #109
Plton=T#
03719.000-23101
MODXZA
2795—
GAPLAGE 011WING:
RIGHT
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ELECTRICAL
PLAN
150 MPH EXP_ B
"p
10/30
BCALZ: 1/4"=l'-O"
8*111111
El
-------------------
-----------------------------
Lzi
I
L!S
- - - - - - -
- - - - - - - - - - - - -
22'-2'
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12'- 6'
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2.-5
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--------------
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6
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX; 407-774-4078
www.abdeaWgroup.com
AA * 0003325
F DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813,886-2802
N]
ounDiv. Se Loll
SILVERADO
LOT #23
BLK #10
PROJECT# 1
03719.000-23101
MODEIU
2795- F
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RIGHT
PACE:
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PLAN
150 MPH EA B
rp 7-24,11
RXNT 10/30/20
DATE:
8CALE: 1/4"=l'-O"
a ET
I#%. p 1
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPIIER CLEARANCE, FOR SERVICING, PER
MF& REQUIREMENTS
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED A)WEAS SHALL BE C4"TFAICTED OF A VALUE
OF NO LESS T14EN R-6 RATING. ALL SEAMS WALL BE SEALED WITH GLASS PA15 4 MASTIC. AND
INSTALLED AS PER F5C 6TI4 EDITION (2011) MEC44ANICAL BLDG. CODE SECTION 603.
3. ALL FLEX OUCTS SMALL BE APPROVED UL I&I CLASS I AIR DUCT AS PER NPPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 10 FT. FROM ANY C14IMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EX14AUST AND OUTSIDE AIR INLET OUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OT14ER MATERIALS AS PER P5C 6TH EDITION (2011) MEC44ANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORM$ SMALL 15E CONSTRUCTED IN ACCORDANCE TO PBC &TW EDITION
(2011) MECHANICAL CODE 603.1
1. 15ATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHWS FIXTURES SMALL 15E
MEC44ANICALLY VENTED IN ACCORDANCE WITH POO &TH EDITION (2011) MEC44ANIC-AL CODE SECTION
403.
S. ALL EXHAUSTED 15AT14 ROOMS, SMALL 14AVE UNOER-CUT DOORS FOR MAKE-UP AIR TO 15E
RETURNED, TO EQUAL AIR EXHAUSTED.
S ALL FIRE RATED CEILINGS AND WALLS SMALL 14AVE AN APPROVED FIRE OR FIRE/6MOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO
RESET DAMPEFt ALL DAMPERS SHALL 15E INSTALLED TO MFG% RECOMMENDATIONS AND FBC 6TH
EDITION (2011) MEC14ANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS $HALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECW 015F BOOSTER PAN OR EQUAL.
FANTECH D15F 110 ORYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
ATTIC
CEILII��
PLENUM ---
NOTE,
ALL HVAC TO 14AVE PROPER
PANS UJ/ DRAINS
EXTERIOR WALL
AIR RETURN
]"",,,-SUCTION AND LIQUID
AIR SUPPLY REFRIGERANT LINES
AIR 14ANDLER
EVAP.TRAY
PLATFORM
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
81DE-WALL OR I WAY DIFFUSER
SOLID LINE- SUFrLY TRUNK
BROKEN LINE - RETURN TRUNK
BALANCING DAMPER OR oso
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(T)
T14ERMOSTAT
CM
PASS-TWRU AIR GRILL
SECURE STRAP TO C40NC CONDENSER
UJI (2)-3A6')(2' TAPCCNS UNIT SIMPSON W15 MOLL STRAP
OR QUAL
'\-SECURE STRAP TO UNIT W/ (2)
4'00hr-RETE SLAB vSXI 114' $WT. MTL. SCJREWS
WALL
,,,,�EXTERIOR
5/4' PVC CONDENSATE ORAN LINE
PVC SLEEVE TO LINES BELOW SLAS
IGERANT LINES TO
RETURN
CXMENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVEP DRAIN, AS PER
P5CR &TH EDITION (2011)
MEC44ANICAL ISLOG. CODE
SECTION W2.4
HVAC
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
PIK FLOOR
OR UIALL
CONDENSER UNIT
CONNECTION TO PAD
NOTIE; MAIN C40NO. DR,4dN 3/4' DIA.
OVER HEAD v 121 FROM STRUCTURE
C40UNTEIRALNK
C.O. PLUG
FIN. GRADE
OR PAVING
SPEC,
P-awl CONC.
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4
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I OR WASTE AS
B
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(DELOOR SLAB CLEAN -OUT (TYP.) J_ NT8
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70
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141 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-SM2628
FAX: 8112=
1...o
BUNDIV. &c Ljolr.
SILVERADO
LOT #23,
BLK #10
Plt0JZCT#
03719.000-23101
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MECHANICAL
PLAN
150 MPH E B
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DATE: 10/30/20
MICALE: 1/4"=I'-O"
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2X4 TOP I -LATE 7
PER FLR. A
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NOTE: STUDS IN 5' DIA SLEEVE, COLL AS PM
PARTITIONS SUPPORTIWx DO NOT CUT PE&
1/2' DRYWALL WALL HUNGx PLUM51Ws RE5AR 40-moa
FIXTURES AND WALL PIPE WKATWR *Tw
CABINET8o $HALL BE NOT ILM Pa. om —
LESS THAN 2x4, WHERE BOND BEAM rDO NOT CUT '�_�.KjmvltpmomLm AFFICUW nlY
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2X4 WOOD SPACED NOT MORE SOLID C%ROUT THE BOND --------- TRAM ORACKE
.A4 ;i To
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PLATE TO STUDS 024 THAN I(p' OC. OR NOT W/
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MASONRY pEa YMCAL TRACK BY OTHERS
MY MAP.
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r2B-\GAS LINE THRU BLDCK
APP10VAL PEM
r3_'�GARAGE DOOR JAMBS
SCALE: 11/2'-1'-0'
FIBERS-51-AS6 SHINdILES 2X4 SPF 24' OjC. MAX
OVER 030 FELT PAPER OR SECURE UY (2)12d NAILS
FIBERGLASS SWWxLE8 SYNTHETIC PRODUCT, 0 EA END
OVER W FELT PAPER INSTALLED PER SECTION 2. IlL OCKINGS BETWEEN TRUSSES FIBERGLASS SHING-ILE&
OVER 030 FELT PAPER OR
FIDER53LASO SHINGLES OR SYNTHETIC RW511 ON J' O.S.B. PER STRUCTURAL DETAILS SYNT14ETIC PRIODUCT,
OVER SO FELT PAPER PRODUCT, INSTALLED SHEATHING OR J' CDX INSTALLED PER SECTION.
OR SYNTHETIC PE SECTICN R00511 PLYWOOD SECURED PER
PRODUCT, INSTALLED R RW5.0 ON J'OSJB.
PER SECT ON RWDA ON J' O.S.B. 61-EATWM FASTENER SC44EDULE K---4 L STIFFBACK AT ALL UPRIGW SHEATHING OR I'COX
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SECURED PER STRENGTH CLG. TYP PRE-ENG WD. TRUSS T MTL. DRIP EDGE
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k FIER ELEVATION. 'L. STFRUCTURAL 2x FASCIA PER .kPER ELEVATION ELEVATIONS
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SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED P
PRE-ENG TRUSS INSULATION R-VALUES PRE-EWS TRUSO VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT
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SEE ENEWAY CODE FORMS FOR! PRJ!-EW-% GABI E TRUSS
MTL. DRIP EDGE MTL. DRfP EDGE PRE-ENG. GABLE TRUSS INSULATION R-VALUES
PER ELEVATION WEEP WFMMED JPER ELEVATION WEEP SCREED
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AS PER MANUFACTURES
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REFERENCE Aiii�� . PORTLAND CaMENT
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STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY
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6151
F'A k G N I T I C T 814
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Li;i4iv_ZTojF'L 3-275,0--,-,
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33%834
PH: 8134862628
0234LVD
FAX: 813488628 j
_70-
P'NUIDDIV. de mmmo!'ll
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
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RIGHT
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F-PIUNT 10/30 20
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NOTE, STRUCTURAL 2X
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2
601
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesl"oup.com
AA #: 0003325
r- DRAFnNG BY.
A.S. DESIGN GROUP
DRAIFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE IOD4
TAMPA, FLORIDA 33634
PH;81343M2628
likk F.: 813-886-2802
BUDDIV. S. LOVIIII
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
MODZU
2795- F
GAMAGE OWWO:
RIGHT
PAGZ:
DETAILS
%.150 MPH EXP. B,;
r-PRINT 10/30
DATE:
SCA.LZ. 1/4"=f-O"
8*l=T
D2
PRODUCT
APPROVAL LISTING
-STANDARD
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
1Z/31/2020
11473.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 RICR
12/31/2020
11473A
SIMPSON
STRUcr. Comp.
WOOD CONNECTORS
2017 FOCR
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 FBCR
12/31/2020
M872.4
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2017 FOCR
12/31/2020
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
22/31/2020
13972.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
22/31/2020
23972.12
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
20446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2017 FBCR
12/31/2020
10"7.1
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2017 FBCR
12/31/2020
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10"1.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/32/2020
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
iz/31/2020
11496.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11495.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
20441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
22/31/2020
10531.20
SIMPSON
STRUCT. COMP.____
WOOD CONNECrORS
2017 FBCR
12/31/2020
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10655.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/32/2020
FL 7473.2
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12/31/2020
FL23352
PLYGEM
PANEL WALLS
SOFFIT
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
E)IT. SOFFITS
2017 FBCR
3/2/2030
FL16503.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL186".2
MI WINDOWS & DOORS
FIXED GLASS
2017 FBCR
11/18/2022
F117676.10
MI WINDOWS & DOORS
SINGLE HUNG
2017 FBCR
12/31/2020
FL lS332-R5
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2017 FOCR
22/31/2020
FL#15353-R4
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2017 FBCR
22/31/2020
FU#153S3-R4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2017 FKR
12/31/2020
FL 15076.1-RS
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FBCR
12/31/2020
FL 5694.2 - 97
CLOPAY BLDG. PRODUCT CO.
E)Cr. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL IS279.20-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 5991.3-R6
THERMA-TRU
EXT. DOORS
6'4" EXTERIOR DOOR
2017 FOCR
12/32/2020
FL 7347.2
ERMA-TRU
EXT. DOORS
V-0" EXTERIOR DOOR
2017FBCR
12/31/2020
FL 7630.2-117
THERMA-TRU
E)(T. DOORS
SWINGING EXT. DOOR W/SIDELFTE
2017 FBCR
12131/2020
FL 92235 - 97
THERMA-TRU
EXT. DOORS
SWINGING EXT. ONE LITE DOOR
2017 FBCR
12/31/2020
FL S991A-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
12/31/2020
FL 10758.1-R7
OWENSCORNING
ROOFING
ROOFING ACCESSORIES
Z017 FBCR
12/31/2020
FLIS216.1-R7
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2071 FBCR
12/31/2020
FL 3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2017 FBCR
12/31/2020
FL 10477.1-115
JAMES HARDIE BOARD
SIDING
2017 FOCR
12/31/2020
FL 13192.14tS
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13223.1-R4
JAMES HARDIE BOARD
SIDING
2017 FOCR
12/31/2020
FL 13265.1-R3
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 7006.2-119
IKO
SHINGLES
30YEAR
2017 FBCR
9/6/2021
FL 158.1
CASTCRETE
STRUCTURAL
UNTELS
2017 FBCR
S/21/2022
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/202
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4.41 N. RONALD REAGAN BLV
LONGWOOD FL32750
PH: 4O7-7Y,4:iO78
FAX: 407-774-4078
www.abdeW"oup.com
AA #:0003325
IF DRAFTING sy-. `4
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUNONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 8134862802 A
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CIIIIIIA" -
C9111,4411 .
z�
swimmi
OW ROM OVIIIIIII.Ale V.
OXI" Me MELON
b"mm � - Y
PAGM V QQ MAX.
L 1,01.0 64111,14m - FT. A
• CRIAN - let. 0
• 01111AW - FT. C
4 pol� PC c 0�111111 "r.
0 TLL ler. C Tckcmo
mono" PLAHM Q
MAL FOLD, QQ
tm on.
COAT CEMENT
%"X Ur 2 COAT
rapt .1.
WRAPa"AMOLY)
NOTE,
APPROVED BUILDING;
SMALL M LAPPED A MINIllill OF
6' * VKRTliCAL LAPS (ROLL
ENDS) 4 6' 0 14ONZONTAL LAPS.
ALL 6E=AMb LNEBOTO 130 TARED
. 7
UT14 FORMWER SHEATHING, TAPME
LAT14 VERTICAL LAP TO W P
IT METAL LAI.
WRS LATER -L
OTUCW WRAP,
WIRE, LAYER -2,
(4) KICKOUT
DETAIL
AQK OTOP
r Aswill
I cNLY)
R-40" esu
P=a=01"Opl I -
WATIRM TRI&IT MAL (NEW Olt
410"Allilk 22.11112LAIV
IN",
SIDE LAP6 OF METAL
PLASTER 1366*0111, SMALL
m SISCURIED TO
PRAMM r,�
THEY SMALL W TIED
MaTuam eUPPmm
WITH 00415-IN. (121-
WIRE AT WWWALOZ
MOM THAN V (22%-MM).
AS MR A6TM C"3
IIAL
FOR REPAIR OF TEARS
IN tUR5 LAYERS, TEA110,
MAY 00 PATCHED
WA40M WRAP TAPE
PER MAIMP. SPOC. OR
reilL 4 STICK
ir T14ICK 3 COAT COMIENT
PLASTER
METAL LATW
WRlS LAYER -2. POWPISM
BUILOM PAPER
UM LAYER -I,
6TUC400 WRAIP
WOO 6MAT14NO
wow STUC
OWMT14M
STUCCO
laelfwAsINIV4110AWN
U�q"vq;Lmw
WOOD 6HEATHINCs OR CMU
WRI5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
-LAP WR5 4 TAPE OVER
ROOFAUALL bC-REEQ
B'Xb' V TYPE CONTINUOUS
C%ALV. METAL FLASWIWj
(NAIL TO ROOF DECIr, NOT
WALL SWEATWIWs)
CAP 514[WxLE - 00 NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
L" FLASHING.
CUT *0 OVERLAP ONE SIDE
WJ.P-ADMMV&4 MV'Mft"
FLMHM
01
CUT AM OVERLAP ONE SIDE OF
GELF-ADWORING M"WAhE
02
STEP
STEP FLASHING,
&M LAYER %
STUCCO ~
Um LAYER -2. FOR, 19=R
BUILDING I -ARM
METAL LATH
Wtob'SELIP-ADMEWHIll MEMBRANE
PLAS14MM OYER 4L.4'
M1191IIIIIIIIIIA4111
INSTALL FASTENERS (CLIPS,
PLA814NO OVER APPROVED
STRAPS. STAP1.1116) AS
=mUsMaxnamp
Fr-mlpqw To ascum
curra men
PIFw WINE TO PRAMINS
4*x4' &ELF-ADI-MM MEMBRANE
A6WM OVER APPROVED
HOUSE WRAP.
ItTO FqFqi
W DOW. WAD OF SEALAW
INSTALL APPROVED HCMUW AIR
INFILTRATION BANNER ovER
GMEATI411141%
BLAOTCMIIW- COATM OYER STUCC01
FINISH (WE TYP WALL 6ECTbM
N.T.5.
SECTION ==1"7
Exterior use of patand oe-4plastgr
"I.-Vty �ft the ep*Mb-
requinaroents of ASTM C 926-12A.
In.t.11 ti.dexterl.,lethirgarxiftergrg
�h.11 =yelth ASTM C 1063-12A.
LEGEND
I
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER ......
5UILDING PAPER)
METAL LATH X-X-X-x
-7
STUCCO t '
SELF: -ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-641-09, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
F-A RON ITICTO
G r WDeslin
ou ptm
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 0: 0003325
r DRAFTING SY: ""44
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
Pi t
It,it FAX: =801 to
_57
rBtMZ)3[V. & LO N
SILVERADO
LOT #23
BLK #10
PIROJECT#
03719.000-23101
MODEL4
2795— F
GARAGE 9111111
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. Bf
F'P:W 7,171
D . 10/30,120
SICAIM: 1/4"=V-0"
ISHNICT
1% WAI
544XER ROD
BACKER ROD
WRIS LAYER -1,
wn� I~
INSTALL VOELF-ACPHERING.
MEMBRANE FLASHING, OVER
TOP; SIDE(S) AND 150TTOM
FLAWAES OF NON -MOVABLE
FRAME OF: T14E EXHAUST.
SEA2UENCE OF FLASHIM TO BE�
1. BOTTOM, 2. SIDEB, 3. TOP
VENT CAP 16 TO 15E SET IN DED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 16 TO 15E
TOOLED 80 AD TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERMTER OF;
NON -MOVABLE FRAME AND STUCCO
Y4' CAULKING; * JOINT
PER SECTION R703.7
E)ftft Wft and
Exterior use of Portland cement plaster
shall comply vAth the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A. —1
HOOPED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRIB LAYER 02, FORTFIBER
BUILDING PAPER
WOOD SHEATHING.
DRYER VENT (FRAME)
WOOD —
C�ONWTUCTION
WOOD GHIEATWING
Uft LAYER 01,
STUC400 WRAP
UM LAYER -2, FORTIFIBER
BUILDIWS PAPER
CLEAN
MAGOI-W I
Z FLASHING.
STOM VENEER
OVER 5011ATCH COAT
HORIZONTAL WEEP SCREED
A/310NE VENEER
(FRAME TO BLOCIa
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER w2 (FORTIRIBER ------
15UILDING PAPER)
METAL LATH X—X—X—x
STUCCO
I
SELF-ADHESIVE FLASHING
NOTE -
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-641-013, MIN. 2B L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
rp' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHIWa
UNIT
PREMANLF. DRYER
VENT CAP (SET IN
GONT. SEALANT)
SEALANT*
TOP 4 SIDES
0 DRYER VENT (BLOCK)
BUILOM PAPER
OVER *QUICK
FLASH'
PIPE THROUOW —
WALL
6' SELF ADI-EOIA
IFLASHM (INSTAL
PER MANUP. SPEC
BUILOM PAPER
UNDER 'QUICK PLo
A'WENT PENETRATION
SCALE� hl.T.S.
ELEC. METER FIELD
VERIFY LOCATION
AREA TO RECEIVE
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
METER FIELD
VERIFY LOCATION
CONSTFWCTION
WOOD SHEATHING
WRIE, LAYER 01,
STUCCO WRAP
WRI5 LAYER #2, FORTIF15ER
5UILDIW_% PAPER
J' THICK, 3 COAT CEMENT
PLASTER
Ys' TO Y&'MID-WALL
WEEP SCREED
6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
I _L_� I "I, WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF FAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
�R SIMILAR)
APPLY A SILICON
SASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:;0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMMO OR METER CAN AND
DISCONNECT
@ELECTRICAL CONDUIT
) PENETRATION
CUT OPENING IN —
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SWEATHIWj
APPROVED
WCUSEWRAP
BELOW
CUT SUCH TWA
NO MEMBRANE
ENTERS BOXI
APPLY TO P44
EDd5E
APPLY E-Z BEAr
OVER 60 MIN
CWRADE '0'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
WOOD 6WEAT14NG
LAYER M,
STUCCO IURAP
R 42 . FORTIFIDER
BUILDING I -AMR
METAL LATH
WOOD
TION
.11&�Xmo
IN
PASTEN TO WWD STftlOTURAL
MEMBER 0 1' Or- MAX
OM
V TO Jv I!lIl2__WALL
6' UDE STRIP SELF
ADWS61YE FLASHINOX CLEAN
Z� MA6ONFtY BEFORE API-LYM
v P94104 6 MAOON�
HORIZONTAL WEEP SCREED
(FRAME TO BLOCKI
5TEF #1
5TEF $13
STEP S 6TEF 0(o
(�) ELECTRICAL RECEPTACLE
___"N
F-A III C N I T I C T I
amaso'n
rob I Ln
G1
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
wwwaWeallingroup.mm
AA #: 0003325
"Mmml�
F— DRAFriNG BY..
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 8134386-2802
retwwv. & L074
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
MODMIa
2795-F
GAJtAGZ 8VnNG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
WOOD SHEATHING
WOOD
CA"TRUCTION
V.' WAY CWANNI
W/%, TYPE -A,
WOOD SHEATHING M----
WRB LAYER 9!�
STUCCO WRAP
THICK 3 COAT CEMENT
PLASTER
WRO LAYER 01,
STUCCO WRAP
WRIS LAYER 42, FORTfFIBER
BUILDING PAPER
J' THICK 3 COAT CEMENT
PLASTER
6' SAP. * TOP OF WEEP SCREED
TO SWEAT14MG 15EWND WEEP SCMED
4' POSITIVE DRAIN
UJEEP SCREED
b'SELF-ADHEREING
FLASHING WRAPnD
o TOP OF WEEP SOMED
To 614EAT141M BELOW
X UIRD LAYER 01,
STUCCO WRAP
UM LAYER v2, FORTR
BUILDING, PAPER
6'6ELP-AD1-9R9ING
FLASHING WRAPPED
UIR15 LAYER $I, CORNER OF CANTILEVER
STUCCO WRAP
POSITIVE DRAIN
4
AMICO -uPWC-1w Y2
CUSTOM CASING BEAD 1-1
No GAP INFIELD —1
(SHOWN FOR CLARIFICATION OF
SEPARATE AOMSSORIED ONLY)
CASING BEAD
(��DTL. 6) CANT.
SCALE. 11/2'-l'-V'
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R'103.1.1 / A5TM C-841-0e, MIN. 2.5 L55.
FER SQ. YARD (UTILITY OR NOMINAL
LATH 20155 NOT. MEET SPECIFICATION15)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER 9
RESILIENT WEATHER RESISTIVE
fbARREIR 42
.T C44ANNEL
U
J' THICK 3 COAT CEMENT
PLASTER
-METAL LATH
b1V TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINI—
k T14ICK 3 COAT CEMENT
(2) 2xI2 14EAVER
PPLASTER
VINYL ING BEAD -- Z- NO CAP N FIELD
(SHOUN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
-WEATI-eR RES16TIVE
BARRIER -1
-WEATHER RE616TIVE
BARRIER -2
I' THICK 3 COAT CEMENT
PLASTER
X'
5/8' TYPE 'X' DRYWALL
METAL LATH
UI/TEXT7URED A PA:INTED
WOOD SHEATHING
t
FINISH
7
THICK 3 COAT CEMENT
'IENT
WEADERASEAM
PLASTER
VINYL CORP. 4'
VINYL POEM BEAD IVE DRAIN
WSCREED
Vpm c j; LNOGAP IN FIELD
(SHOWN FOR CLARIFICATION OF
GIEPARATE ACCESSORIES ONLY)
�SL �AQ�
EXT. UK= FRAMED
IIIAI
SUIS-rLOOIR DECKING
PRE-ENGID TFILISS
WEATWER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER -2
THICK 3 COAT CZMENT
PLASTER
METAL LATH
WOOD SHEATHING —
EXTERIOR GRADE
DRY WALL
I! THICK 3 COAT C
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@PAAELTILEVER DRIP-
0 EDGE
LEGEND
C)RAINAGE FLANE (WR5
LAYER 01, STUCCO WRAf=)
WR5 LAYER 02 (FORTIF15ER ------
5UILC)ING PAPER)
METAL LATH X—X—X—x
STUCCO F. 4- � -, -1
SELF-AC)HESIVE FLASWNG — — — —
FINISH LAYER (2 LAYER
PEEL 4 STICK)----\
6' PEEL 4
&TICK -
EDGE TO
DECK
I Jj'XI V4' P.T. OR SIMULATED
UIOOD (TREX) PILL
C"TMOUS
WATER PROOrWG Ist
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
6' I -EEL 4 STICK a
DRIP EDGE TO DECK—,
I AW V4' P.T. OR SIMULAT
WOOD (TREX) PILLER,
CONTINUOUS —
Y4'GAP FOR BACKE
ROD 4 SEALANT n5l"
FINISH LAYER (2 LAYER
PEEL 4 STICK)
5/8' TYPE *X' DRYWALL
WiTExTURED 4 PAINTED
FIN'61
J' THICK 3 COAT CEME14
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
31 X 31 26 GA GAI-v.
METAL DRIP EDGE
SET N FULL 15EO OF:
GEAL.ANT,V MIN.
SPACE PROM DRIP
FACE TO TREX
Y4' CAP FOR BACKER
ROD 4 SEALANT
VINYL CASW, BEAD
WEATHER FE61STlYE
BARRIER M
WEATHER PES46TIVE
15APMER 02
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 " GALV.
METAL DRIP EDGE
SET IN FULL 15ED Or
SEALANT, Jj' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASM-W.&Z
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED
BALCONY DECK TO
CANTILEVER
J' T141M 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER 02
4'POBITIVE DRAIN
WEEP SCREED
BALCONY DRIP
EDGE INSTALLATION
19,
YWCOP FOR 5AJCKER
ROD 4 SEALANT —
VINYL CASING BEAD
I',
WATER 19FOOP114S lot -
LAYER (2 LAYER PEE
PLUMN SHEATHING
EATI,-WR RESISTIVE
ARRIER M
ATIMIR RESISTIVE
ARRIER 42
SAP. \
-EEL A STIFK
I)Wx3—L'PLA&HING
FULLY EMBEDDED
IN ROM CEMUNT
Or X 3126 GA GALV.
METAL DRIP EDGE
SET IN FILL BED OF
SEALANT,A'MIN.
SPACE FIROI DRIP
FACE TO TREX _ /--
PEEL 4 STICK,
GUIS FLOOR=n,
INXIV P.T. OR SIMULA
WOOD (TMX) PILLER,
CONT
ye a=PM SEALANT
OPT wo.
3/4 PISSILIENT Z
14AT C44ANNEL
VINYL CASING I5EA:Q--\
mmm'm
SAO' TYPE 'X* DRYWALL
W/rEXTURED 4 PAINTED
FIN1644
I' THICK 3 COAT CEMENT
PLASTER
WEAT14ER RESISTIVE
BARRIER 91
ILEATWER RESISTIVE
BARRIER -2
EXTERIOR COLUMN
COLUMN SHEATHING
6'SAP.
IVx3—L'PLASI4lNG
FULLY EMBEDDED IN
ROOF CEMENT
IV X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL DED OF
SEALANTJ6' MIR
SPACE DRIP
WATER PROOFING, let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED PROM
BALCACINY DECK TO
CANTILEVER
I' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(SHOWN FOR CLARIFICATION Or
)N OF CASING WAQ SEPARATE ACCESSORIES ONLY
ONLY)
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
@ (W/"T" PT.AqT-TT1NTr-) I
WOOD SHEATHINGs
2x FRAMING MEM5ER
WRIS LAYER 01,
STUCCO WRAP
THICK, 3 COAT CEMENT
WOOD SHEATHING
PLASTER
WREI LAYER 02, FORTIFIBER
CORNER BEAD
BUILDIWG PAPER
21/2'
U)R5 LAYER 01,
FASTENED TO SHEATHING
METAL LATH
STUCCO WRAP
40 1' OZ. MAX.
THICK 3 COAT CEMENT
WRIB LAYER 02, FORTIF15ER
A
PLASTER
BUILDING PAPER
WRIB LAYER 01,
WSELF-APHERIt4G
10
METAL LATH
STUCCO WRAP
FLASHIW-x
J' THICK, 3 COAT CEMENT
r-- WOOD SHEATHING
(E ODED
PLASTER
Q-ARITY)
METAL LATH
DRIP CAP
WR5 LAYER 02, FORTIP15ER
5UILDIW.x PAPER
WINDOW FLAWBE -
(14A CORNER BEAD (9) FRAME
'k. 2 1/2' 'k
L1L.'rwJNI=m 1przllkl.�o
(FASTENER 4 SPACING a 1'0�C-)
Cmu
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WRO'LAYER 01,
STU=7.
WRS LAYER v2, FORTIFIBER
BUILDIWx PAPER
METAL LATH
T1410C, 3 COAT CEMENT
PLASTER
DRIP CAP
WINOOLU FLAWsE
CASING BEAD 0 WINDOW
( FRAME, NO BAND)
F'A R C N I T I C T I
6
G WEr%ftal
I n
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeaWgroup.com
AA #: 0003325 j
DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE —
TAMPA, FLORIDA 33634
PH: 813-SM2628
FAX: 813-SM2802
"r
SUDDIV. & W
SILVERADO
LOT #23
BLK #10
P1%ojzcT#
1 03719.000-23101
MODEU
2795-F
C;AFtA0Z 911011MCF:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH QW. B
F'p2W 10/30
D
INICALL& 1/4"=I*-O"
91FI[Em"
WA3
UJOCID SHEATHING3
WRB LAYER 01,
STUC40 WRAP
WRIS LAYER rJ, "TIFIBER
IBUILD114G PAPER -
METAL LATH
J' THICIr, 3 COAT CEMENT
PLASTER —
6'SELF-ADWERIW-s—
FLASHING
VINYL ANGLED
CASIW- BEAD ---
DRIP CAP
WINDOW FLANGE
VIEW FOR
CLARITY)
UARB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIF15ER
5UILDING PAPER
METAL LATH
J* THICK, 3 COAT CEMENT
PLASTER
WRI5 LAYER v2, PCORTIFIDER
15UILDJ�� PAPER
METAL LATH
\ 7:�—
il THICK, 3 COAT CEMENT
PLASTER
FLASHING
WINDOW FLANGE
CASING BEAD (& WINDOW
15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WR15 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFISER
5UILDING PAPER
J" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASI 5EAD
VINYL CASING BEAD
(EXPLODED
VIEW FOR
CLARITY)
&GAP TYP J' THIM IS COAT CEMENT
CASIW3 5EAD PLASTER I il THICK, 3 COAT CEMENT
IX TRIM MEMBER TO TRIM METAL LAT14 SEALANT PLASTER
a STUC= TO METAL LATH
SiDIW3 TRANSITION WRIB LAYER 02, FORTIFIDER 11
BUILDIWG PAPER
U)000 SHEATHING3
t
WINDOW FRAME
WR5 LAYER 02, FORTIFIBER
7 7 7 7 7 7 Y /'v BUILDING PAPER
L—WRI5 LAYER M, WRS LAYER $1,
STU= WRAP STUCCO WRAP
E-Z BEAD VINYL CASING
(Wl%' FLEX15LE F`VC BACKER ROD)
CASING BEAD T
ELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO WR5 LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
(� �I�U�A D�
6' SELF ADHESIVE FLASHING
2X FRAMING WOOD SHEATHING
WOOD CONSTIObaTION MEMBER DETAIL BELOW EXPLODED
neyc�v
URM SWEAT14M FOR CLARITY
WEATI.Im M"Tl%e
SIMMER
MSIOTIVE--------------------------------------------- f ------------------------------------------------
LLt
X?14�.MLAP SIDING SELF-ADWEIIIIINd.
FLASWINIS
SELF-AX)MR&O THICK, 3 COAT OEM
WEATI-M IMS STIVE Y ENT
I 4'GAF` TYP PLASTER
CASING BEAD
START1111111! STWF- WEATWM MSISTIVE
ISAIN11111191t -2 SEALANT TO WINDOW METAL LATH
FLASHING
GALVD METAL GALVV METAL
7' FLASHING WR5 LAYER 02, FORTIFIBER
'r PLA414ING
7. 1�� on WINDOW FRAME BUILDING PAPER
Ux
WOOD SHEATHING
CAAM
x 61 SIMIJILATED,
TWJM MEM15191t
— CLAP WCAULKINd.
01111 AM-MOVW WALANT V i,
CADINQ
Z. z
SIDING TO STUCCO UR5 LAYER M,
STUCCO WRAP
0 BLOCK TO FRAME
(p'WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
NOTE:
METAL LATH- LATH TO 5E PER SECTION
R-103.1.1 / ASTM C-841-01b, MIN. 2.5 L55.
UJOCE) SHEATHING PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WR5 LAYER 01,
wow CI"Tpwlrlcm
Immyow
6' SELF A044MW.
STUCCO WRAF
WOW "ATWHO
IIIIIIIATHER 111111616TIVAN
ISAAMM -1
WATWM Major"
SAIIIIIIIIIIII111t -ITO LAI�
WATHIM! MOI&TIVE
WMIK A1150A TOP
.2
RAINOM .2
01; *r PLASHM
WR5 LAYER *2, F-ORTIF-15ER
X I e p "D
5UILDING PAPER
t'2!
METAL LATH
STAR" 6TMF-
,
GALVID METAL
Z. FLASHING,
THICK, 3 COAT CEMENT
I�Vg
PLASTER
014LVV METAL
7' FLASHM
WATHM IIIIESISTIVE
ISAIIIIIIIIIIIER -1 TO LW
— I CASING BEAD @)j RAISED
17A BAND (FRAME)
SCALE: 1 1/2'z V-0'
!uJ"x 6. TIED
TIMM
Now miWISLE Pvc
BACIMM AM)
61 on
4
IUEATI4IIUt
ISA111101111111111: q
WMATHM 11"STNIE
DAMM -2
IAMPA-&
MATHER M"TIVE
DAPIRM -1
(vw M.BXMLE Pvc
066clqm p4m)
SIDING TO STUCCO �—Arwimw—
DAMOM -2
0 FRA E TO FRA E
@ TRANSITION
E-Z BEAD VINYL CASING
2X FRAMING (Wl%' PLEX15LE PVC BACKER ROD)
MEMBER v I -APPLY FULL BED OF: SEALANT BETWEEN
U
BUILDING FLANGE 4 BUILDING WRAP
WRAP
----------------------------------------------------------------------------------------------
-"'�EZ BEAD WINDOW.CASING
9A
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
15UILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
F-A R C N I T 0 C T
6
Design
G I ON Poam
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407-774-6078
FAX: 407-7744078
www.abdeWgn#roup.wm
Ij,, AA #: 0003325 1
r DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1DO4
TAMPA, FLORIDA 33634
PH: 813SM2626
FAX: 8134MS-2802
51.
UNDIV. & L02'
SILVERADO
LOT #23
0
fp'mm'JmcT#p
03719.000-23101
MODEU
2795— F
GARAGE OWING:
RIGHT
PACE.,
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
F'PptzNT -4
DATE: 10/30/20
mcALm- 1/4"=f-O"
BHZZT
WA4 00
cut "cube~
AT 415' ANUX
MOOV411110 11, CUT
IN WOUSB~
APF"QVW HOUSE~
OVER SHEATHINS O�M
ED am U#LL
STEP 1
INSTALL V—
SELF-ADWERING
FLASWINS OVER
NAILING FLANW AT
JAM136
XTW40 FLASHING MIN
I! MLCIU *ILL
PLEXISILE PLASHING
00 NOT MAL BOTTOM
IRIN
STEP 6
Toll-OPRAMLY
MLO-kr 4 Sw
HOUSE~ (o
TUCK PLAP UNC
at MEAD
rml) Woulm
IN AT JAMES 4
SLO" S" It
#*TALL 6—
SELF-APMMLWO
FLAGNM OVER
V,m HEAD
PLA04M (uTw END
PAMWNALM
m-ANGE
SELF-ACHENNS
R-4814m P MIN
NVIYONO, JAMIS
PLAS14M
INSTALL VINYL DRIP
C,p
ALIGN PLA04M
lw Kr. aces OF
SILL mo.
MECK4NICALLY
FASTEN FANNED
BOOM (CAF-
NALS. STA-LES)
INSTALL OUPONT
FLE)d~ AS n
FLASO-M AT TIM
FOLD WOUSIBURAP
DOAN 4 TAM
DIAGONAL CUT A
AC$W" MEAD OF
ONDOW
%6TALL WMIDE AD14MVE
BACKED KXMIDLIK M-46141H
MATERIAL OVER ONP CAP
JOW
ST-24DCL � EGUIv)
STEP 7 STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
SCALE:NT5
M�Et
L IT le THE CONTACTOM Ilff@rCXMWLTV` TO VVIIS-r
THE COMPATIBILITY CP ALL F4VAOCK=T6 INCLUDING
HOUSISMI 61ALANTO 4 SELP-APNORINS
FLASHM MATERIALS USED DURING CONSTRUCTION.
2. WrA" ALL MATERIALS, FWR MANLIPAr.TUPOM
KIRITTEN &FISCIRCATIONS
01,41MAJ& SEALANTS MAY MACT ACINIONSISLY F HOT
COMPATIME.
NOTE,
CLEM AND SEAL JAMB TO SILL JOINTS UT14
DOW RES FOLLOUKNG; COMI-LETION OF
EXTERIOR RETROFIT WOW,
Nam,
REPAIR SC44EM SHOWN 6HALL 15E
"-LEIMENTED AT ALL WINDOWS UT14
EAD04CE OF WATER INTRUSION 15ELOW T14E
WINDOW OMNIM
6=1
L INTERIOR I-EIRIMETIER OP WINDOW
ANT
7Z
r6!
F'A A C N I T I C T 814
- D?es!Lsn
L FAX: 407-774-4078
www.abdoeigngroup.corn
AA #: 0003325
I"
IF DRAIFTING BY. '"'4
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH' 8134M64628
FAX: Sill-88,15-2802 A
rI BXMDZV. a L07N
O'u
SILVERADO
LOT #23
BLK #10
IPROZRCT#
pm
03719.000-23101
MODMX,:
2795— F
GAP.AGZ OWnCill:
RIGHT
PAGZ:WALL
ASSEMBLY
DETAILS: WINDOW
FLASHING
%1LO.Am
------- -------------------
2xg, SU5-5ANb
Wll'x4' NOTCH *
END,WRAPPED IN
PEEL 4 STICK
DRIP EDGE
- ------------------------------------- ----------
-1/8' TEXTURED
FINISH * WOOD
'11/8. 1/2' TEXTURED
I FINISH 0 CMIJ
METAL FASCIA
7 WRAP Yw FROM
_�"#/ STUCCO, V FROM
V WOOD WALL
--- -------------------------- 14
i
IOR WALL
EXTER
(FRAME OR CMU)
NOTE NOTCH FOR 2X&
SIUB BAND ONLY
(2)ELEVATION
/e�FLAN A
-1/8* TEXTURED
PINISW o WOOD,
1/2' TEXTURED
P-NISH a cm
---METAL LATW
x x x x x
METAL PAOCIA
\_UJ000 SHEATHING
x x x x x x
OR cm
'--UJR5 LAYER 01,
x x x x x x
STUCw WRAPePRAmE ONLY)
\_UIR5
x x x x x x x x x x x x
LAYER 42, FORTIFIBER
x x x x x x x x x x x x x
\_FRAME
IBUILDIWO PAPER
rRArm ONLY)
x x x x x x x x x x x x x
OR CMU
2Xb &U5 'V�
\_lFt00PhG; C49ENT
x x x x x x x x x x x
x x x x x x x x x x
FELT PAPER
'I'l- DRIP ED"
x x x x x x x x x
DRIP EDGE
`�'FLAN
METAL Kim OUT
x x x x x x x x
x x x x x
(REFERENCE POINT
E3
ONLY FOR WALL OFF
SET OF COMPONENTS)
N ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, V OFF WALL
�NOT INTO STUCCO)
11/8' TEXTURED FINISH a
IWOOD, 1/2' TEXTURED
S_ FINISH 0 CMU
2x& SUB -BAND W/I'x4'NOTCH
.7 END, WRAPPED IN FEEL 4 STICK
METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2'
0 - WOOD WALL
Fr
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-C'
SCABBED TO TRUSS
W112cl NAILS 9p'-V
OZ. MAX.
2x 51.15-MAND W/%'x4'
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL 0 WALL
SUB BAND DETAIL0 WALL
W/KICK-OUT
METAL FLASHING, WRAPPED
MIN. Y4' A50VE 50TTOM OF
DRIP EDGE
2x SUIB-15AND
W/1�'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
,ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
LUALL KICK -OUT FLASHING
FELT PAPER
(REFERENCE POINT
ONLY FOR WALL OFF:
SET OF COMPONENTS)
METAL FLASHIW_x, WRAPPED
MIN. Y4' A50VE BOTTOM OF
DRIP EDGE
2x SU5-5AN0
WAYx4'NOTCH
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
A III C N I T I C T I
6
G r ZDesign
ousprnm
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.com
L AA #: 0003325 A
DRAFrING BY:
A.B. DESIGN GROUP
DRAFTING INC.
439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MS-2628
FAX: 8112:1P
NA
0
P'BUBDIV. &c Lo�
SILVERADO
LOT #23
BLK #10
PROJZCT#
03719.000-23101
MODELA
2795-F
GAIIIAGE SWINM
RIGHT
PAQZ: WALL
ASSEMBLY
DETAILS:
SUB -BAND
150 MPH EXP. B
T�N I
SLAB
30'-8*
i — —
— — — —TE-1
TIM- I UX-1 8
—2'
;'1
'!',"4'-5
F2-3OX30
8-4"
10'-3*
FT
3'.2-:1
x
4' CONC.
SLAB
IF1-30X3O
4"PVC
rt
CHASE
51-10"
9'-2- 4'-4'
1/2- 1
*3
11 PVC CHASE
FOR ELEC, @
Z.
uj
Nil I I I I I I I
FM-16X18 EX7rEND
SLAS 1 1/2. ;r
b
ISLAND
17
WTOP OF
SLAB
Y-2"
W3 1/2
y.
29'-4"
20'-8"
EXTEND
N
SLAB 1 1/2
_LE;j_
4"CONC.
SLAB
2_
112"
8 _LE *:3
jj
2'-3' 5
OV5 I t2"
PER Fr.
101-10"
XT
E El
EXTEND
FM-16XI8
SLAB I IIT
4
01�
FI-24X24
cn
-3112"
9
T-O'
M
FMC-16X18
4"CONC.
LAB
ro
'r-v
ir-O"
1?
4
�j
FM111CX18
18
t-4"\
+-71/2"
—j
FI-24X24
Z9
FM-`!�X`18
r
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACT NG REQUIREMENTS.
Il'
2. TOP OF FINISHED SLAB SHALL BE
3, COLUMN AND FOOTING CENTERLINES. SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION --9-0", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2"FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8 ' SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDONDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.01NDICATES #5 BAR, EIINDICATES #6 BAR.MNDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED NTH 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
$OIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY,
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1, 530-13tASCE 5-13, USING: F'm
2,000 PSI, TYPE -M' ORS' MORTAR, ASTM G476 GROUT (3000 PSI). UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED
Y-0'01C MAX. SEE PLAN FOR NNIM SIZE.
INSPECTOR NOTE:
1 , STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 61th EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARKS
SX6 WIAXW1.4 OVER
GENERAL
3 1 r2"
I
6 MILVAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS. SAME SIZE OU NTITYASBARS111 FOUNDATION. WITH W'LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
TOR
SHORT
LONG
FM-I6x18
161,
CONTINUOUS
I'll
(2) #5's
(-)o'-o"
FMC-1608
161,
CONTINUOUS
111.
(2) #6s
#5 IN CURB
VARIES
FI-2024
24?'
24"
12'--aT#3-9-7ZT5-s-
-
BELOW GRD
TE-I
11,
SEE PLAN
81,
00141
TE-2
SEE PLAN
81,
(-)O*-U'
CWCA2X12
12"
CONTINUOUS
12"
#5 IN CURB
VARIES
FI-3 X
32"
12"
(3) 05'�
(3) #5s
(-)S' BELOW GRD
F�-3.�X�.
1 W'
1 30"
12"
1 (3)#S's
(3)05'8
2' BELOW GRD
FOUNDATION PLAN_
SCALE: 1/4"= 1'-0"
P'A III C N I T 1 0 T 0
6
RDes,-iXn
OM10ALam-
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407-774-60j7g
FAX: 407-774-4078
www.abdesigngroup.wm
AA #: 0003325
DRAFrING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81341,136-2628
4NN. FAX: 622=2
ilip
,,r,--m 4 1
'"V
SUBIDIV. A. LO
SILVERADO
LOT #23
BLK #10
PROJECT#
03719.000-23101
MODZLA
2795-F
OA6RAGE BMWO:
RIGHT
PACE:
FOUNDATION
PLAN
150 EM B
PptDrr
DATE: 10/30/20
SCAJLE: 1/4"=l'-O"
SHE T
S11
30"
MIN. EACH WAY
MONO LITHIC FOOTING
z
2
STEEL REINFORCING IN GROUTED
2
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
a �
CELL SEE PLAN FOR SIZE AND
PACING REQUIREMENTS
r
w
L. .
GARAGE DOOR
0
I
RECESS
FM
U) q
8"CMUWALL
oco
B"CMU WALL
CORNER BARS, SAME SIZE AS LARGER BAR
rn LLI
0
to
0*-O"�
IN FOUNDATION WITH 30"LEG EACH
w
LU X
TOP 0
TOP OF SLAB
f WAY AT ALL CHANGES IN DIRECTIONS
SO THAT THE STEEL REINF. IS CONTINUOUS
coo
\—CIRB
MATCH AMOUNT OF CONTINUOUS BARS
FOR
EXT. PO H S
W/ 112"111 TION
SEE SLAB SCHEDULE DIA.
4:: CHAMFER (I -STORY) #3
EXT. POJ
CH SLIA
I-) VARIESt
, , ,, 'SEE SLAII SCHEDULE TOP OF GARAGE
4" CHAMFER
R CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
�_: )" . AT ELEV:
JOINT ERE
6 CHAMFER (2-STORY)
#4 24"
wl 1/7, ISOLATIO
("TORY)
II
6' CHAMFER (2-STORY)
APPLII LE)
SEE SCHEDULE #5 30"
JOINT (WHERE
EE
EE SCHEDULE
2
FOR WXD, BAR SIZE
APPLICABLE)
4. FOR WxD, BAR SIZE
FOR W'
WHEN TRANSITIONS ARE MADE FROM FOUNDATION$ HAVING
AND BAR QUANTITY #8 36!'
AND BAR QUANTITY
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
#7 42"
�4
NUMBER OF BARS (1w 2 TO 3, PROVIDE 2 BARS), LINO
r,_"�EXTERIOR MONO -FOOTING
r_,'�EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
�SC�ALE314'�V-1�"
���AUE:
3/4"=V-0"
G�ARAG�E
CORNER BARS DETAIL
7"\ DOOR OPENING
LAP TOP PLATE A MIN OF 41r
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
AND NAIL Wl I 6d COMMON
NAILS, 2,ROWS, 4'OiC BTM. VERIFY HEIGHT
NAILS, 2-ROWS, 4"C/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL PLAN
LAP TO OCCUR OVER STUD OF WALL PLAN
- Alr
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W1 SYP
2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE:
a IL
No 2 STUDS:SEE R
P=S FC SECURE BT PLATE TO SLAB Wl
PLANS FOR SPACING SINGLE
3
U) NEW REINF. BAR
SPACING. Sil GLE P A .
N T E
1/2"x9' WEDGE ANCHOR W/2'
BTM. PLATE TO BE PT.
SECUREDWI 2-PART
To BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO
2" CAPPED
CL EPDXY. MIN. EMBED
PLATE -If2" EMBED. MIN. @ IS' OC
EPDXY5
SLAB W I Od MASONRY
GALVANIZED PIPE
� :5 . 8", UNO
�
SIMPSON SPH4 OR SPHO - Ar - MAX,
N_L,.� OIC STAGGERED.
W/FLANGE @ BASE
a
< FOLLOW ALL MANF.
BTM AND Top PLATE -
A."'T'D NAL METAL
= S ICATIONS FOR
U)
ANCHORS W/ 10d x I 11T
CONNECTOR S NOT
UPECF
iE AND
COMMON NAILS FILL ALL
REQUIRED WHEN NO
PREPARATION OF
HOLES, DO NOT USE 10d
U) UPLIFT IS PRESENT,
uj
HOLE.
Z aw:
LLI
x T SEE SLAB SCHEDULE
It
EE SLAB SCHEDULE
SECURE FLANGE TO
.
SLAB W1(4) 11 4 X 2 114"
Is
'S
OMPKI'
IS
TAPCONS
S.
104116-1 S.
4" CHAMFER (1 -STORY)
4
6" CHAMFER (2-STORY)
ei .0.
EQ. EQ. SEE SCHEDULE
EQ. EQ. EE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANT11Y
ADDING BAR TO
I/ �_,INTERIOR CURB FOUNDATION WOOD WALL
r._'�INTERIOR CURB FOUNDATION WOOD WALL
MONOL
THIC FOUNDATION
SCALE: 314"=V-0"
LAP TOP PLATE A MIN. OF 48" _71
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4!' OIC BTM.
VERIFYHEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
HAP CELL SEE PLAN FOR SIZE AND
El
"I SPACING REQUIREMENTS
2X4 OR 2X6 WOOD BEARING
PROVIDE BLOCKING
K I
WALL W/ YP N 2 STUDS SEE:
PLANS F S 'ING. SINGLE
BTM. PLATE TO BE PT.
SECURE ST. PLATE TO
SLAB W/I Od MASONRY NAIL
CL
PROVIDE DEL. TOP PLATE
16" OIC STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
EL
REQUIREDWHENNO
UPLIFT IS PRESENT.
8"CMUWALL
U-(r
POURED LINTEL CONT. (TYP.)
r CMU FILLED CELL (TYP.)
VARiEb
3. 3.
�,
;el
SEE SLAB SCHEDULE
2X WALL FRAMING
OMOF SLAB
r I
,
z
.1 . � .� / —SEE SLAB SCHEDULE
lr2"DLA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
CENTERED UNDER WALL AND
I (Y'O,C. VERTICALLY MAX
POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
-IFF
SEE SCHEDULE
EE
SEE SCHEDULE
���FOR
WxD, BAR SIZE
FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
SHOWER RECESS FOOTER
FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
0�INTERIOR
FOOTING AND COL. PAD
SCALE: V=V-9'
a/4"=V-9'
(NO UPLIFT)
BLOCK WALL CONNECTION
SCALE: 3/4"=V-0"
SCALE: 3/4"=V-0`
A ft C N I T I C T 8
6
WD"Ohmn
LL,
Group&
"I N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoeigngroup m
AA 0: 0003325
I, DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH 8134MS-2628
FAI 8134MS-2902 A
F-SUSIDIV. do "LiO07.4
SILVERADO
LOT #23
BLK #10
PROJECT#
03719.000-23101
MODEL&
2795-F
GARAGE BVnNC;:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
1 6
IPptlNT
DATE. 10/30/20
8CALM 1/4"=I'—O"
WMET
S1.11AJ
B'-8'
io
O 5.2.
7
c
U
w
J ci
LL F
4
F.
4
in
DOWEL PLAN
SCALE: 1/4' = T-0"
A R C N I T I C T i
��CIdM
FAX:4 7744078
www.abdeslgngroup.eom
AA N: 0003325
DRAFTING By..
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813486.2628
Ikk FAX: 813486.2802
> UDDIV. ac LOT
SILVERADO
LOT #23
BLK #10
PROJECT#
03719.000-23101
MODEL:•
2795-F
GARAGE OWING:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXR. B
DwR1E 10/30/20
ECALE: 1/4"=1'—O"
8*M=T
s1.2
E ER CAL IEBAR
T OR T� �*
0 H I- NA
ITIESAR -' '.. _"
.."TIED BE A.
TIE VERTICAL REBAR
VARIES PER ELEV.
HORIZONTAL
To
A
. . _ .. ..'
.ROUTED BOND SEAM
/_RE
4, VARIES PER ELEV.
#5 BARS
10"HOO
0
�k—
.4
CLEAN OUT REQUIRED
CL
4:
010
FOR INSPECTION
#
cc
0
FIN FL
0�10T'1'.ZRE
TIE10
TO HORIZONTAL
FE-1
REBAR W/ 10" HOOK
BAR SIZE 48 BAR DLA.
Z (LYL,
#3 16,
#4 24"
#5 3F—
OFFSET METHOD
CONTINUOUS
FB--s'--F48-B-- —D'A.1
<vg'
CIAU UNIT DIMENSIONS
fi RE NOMINAL SIZES
#6 36'
1 #3 18.
#7 42-
METHOD
24!'
MASONRY SYMBOLS
HORIZONTAUVERTICAL
HORIZONTALIVERTICAL
�#14
3
SCALE: 314"=I'-O"
REINFORCING
SCALE: 3/4"=l'-9'
#ffi6
#7�421"
-.000"
A A C N IT I C T 8
6
WMSo*n
LL'
Grou'o
p uc-
"I N. RONALD REAGAN SLV
LONGWOOD, FIL 32750
PH:
FAX: 407-774-4078
www.abdes4pWoup.com
DRAFnNG BY:
A-B. DESIGN GROUP
I
DRAFrING INC.
[5439 BEAUMONT C ]ELVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8=26
FAX: 2802
zr-§-m
ounDiv. Sao Loq!l
SILVERADO
LOT #23
BLK #10
PROJECT#
03719.000-23101
movzlu
2795— F
GARAGE 8WING:
RIGHT
PAGE:
DETAILS
150 MPH EJL._jB
PR'NT
DATE. 10/30
/20
8CALE: 1/4"=I'-O"
B*Mmr
S1. 2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d 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 W1 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
MANUFACTURERS SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4-),
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND
APPROVAL.
9. PLACE 2X41 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PSS36_177' * x 2 718"LONG, WITH WASHER @ 116"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 Sk
DESCRIPTION
REMARK
(2) 2X12
(2) 2X8
BEAM SCHEDULE
RZZ3= INDICATES OPENING BELOW/ T.O.B� TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL I T.O.A. =TOP OF ARCH/ TOS =TOP OF SLAB
ABBREVIATIONS E.E. =EACH END, OIC =ON CENTER, F.E.S. =FROM EACH SUPPORT, TO. = THROUGHOUT -
MARK
DESCRIPTION
fc
(P-1)
SIZE
W-.H'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
Top
F
MID
SIZE
SPACING
BBI
MASONRY
3000
W
(1)
-
N/A
I -
GROUTED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8"PRECAST
&PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
SAFE
LOAD
PLF
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
"s"'
"M
SMS-00
WAM
wan
agg4s
TYPE
LENGTH
BLIB
we
LENGTH
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2231
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NU
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m
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3P-r (42') PRECAST
11025
1024
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I=
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7001
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agg
g,13
7W
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loud
lim
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sw
Slow
4M
sm
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lm
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3m
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7084
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763
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3115
41170
SM
SM
m
48011
6113
7147
SW4
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m
m
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4610
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4"
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160
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2110
2M
37113
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wo
am
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w
501
1073
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1291
2040
2W
3175
4043
MI
fall
MISS
On
ails
TINT
sm
ISM
loss
law
2040
2107
UPS
404
NI
47"
5319
6W (641 PRECAST
1217
18"
us
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sm
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F-C (INI PRECAST
411
411
745
5-4- (041 PRECAST
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gm
3M
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INS
3=
5m
7WE
101
1016
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1082
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1173
1 "21
am
2me
1 m
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340
330
618
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on
1w.
INCH.
21060
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3M
4133
MI
=
4310
TIME.
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7121.1
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as
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aw
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3100
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300
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507
721
490
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371
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512
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2101
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284
401
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200
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9011"1
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Son,
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In
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460
1 854
1 ON
I IM
I I M
THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
ALL VALUES TAKEN FROM `8AFE LOAD TABLEW BY CASTCRETE MAN 2015 EDITION PRECAST PRODWTS By OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
ALL PRECAST PRODUCTS ARE TO BE UWALLED PER MANUFACTURES aPECIFIC-ATIONS PROVIDE MINIMUM 4'OF BEARING PAST EACH SIDE OF VANDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-0126.03
8F16-17/01WIS - - - - - - t7-=-
I, - - - - - - - - - - - - - - - - - - - - - - - - - - 8716-17/0-W-OB - - - - - - - - - - - - - - I OF-16-1T-/0;;1B
8F16-1T/0M/1B
UNO, PROVIDE BB1 WHERE
ROOF TRUSSES BEAR, TOP
OF WALL EL. 9-4", UNO.
BF1S-1T?OW0B
- - - - - - - - - - -
101-6"
8RF14-
1TIOM/08
T
SF36�11T/OMMB
17'-4* 1
--m-mm - - - - - - - - - - - - - -
LIFT BEAM PLAN
SCALE: 1/4"= V-0'
A III C N I T I C T I
6
aNsolgn
Lm
G upur,
441 N. RONALD REAGAN BLV
LONGWOOD FIL 32750
PH: 407-7Y4:i078
FAX: 407-77"078
www.abdesWigroup.com
AA #: 0003325
DRAFTING SY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1.004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 8122222!aa.,�
.r--u "a"11
211P
1 Hui
rOUBDIV. &
SILVERADO
LOT #23
BILK #10
]PROJECT#
03719.000-23101
MODEL&
2795-F
GARAGE 8WING:
RIGHT
PAGE:
LIFT BEAM
PLAN AND
NOTES
150 MPH W. B
I p2W -n
D 10/30.190
8CALZ: 1/4"=l'-O"
B*MCRT
S2
NOTES TO THE INSPECTOR/CONTRACTOR
TYP. 8"X811 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BONOBEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
HEIGHT.
REINFORCING (L2) 4. THE LAST COURSE WILL BE A BONO BEAM WITH (1)#5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN.
STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
'B'xEl
TWO COURSES ARE BONO BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8 1.
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND AM
#5 CORNER BAR W/ 30" LAP FOR EACH
R Wl 30' LAP FOR E
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL
COURSE OF BOND BEAM
NO BEAM
REINFORCING FOR THE BOTTOM 13OND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
VERTICAL REBAR W/ iOr'HOOK
R W, .., HOOK
b: 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
8xlS DBL. SON D TOP OF
BEAM W/ # R BOND BEAM
5:
(1)
EACH COURSE
OA4CH
SX8 BOND BEAM
W/ (1) #5 BAR BON BEAMfo_
30" TYPICAL
F --FILUED WIGROUT
U UNFILLED OM OP
GROUT SOLID FROM
PENNG
F OF .1
NOMINAL LINTEL TO TOP OF BOND
#5 BAR IN BOND BEAM
WIDTH # OF #5'S IN 2ND BOND BEAM FFILLEDLINTEL.
BEAM C&RSE SEE NOTE 5
JBOND
8X8 PRE -CAST CONCRETE
T
6-1 T/1 B L
LINTEL Wl (1) #6 BBAR (1.2)
NOMINAL I T MASONRY
'S, LENGTH OF BAR WIDTH OF
HEIGHT # OF #5'S, TOP OPENING - 2"
CORNER
IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR BEAM DESIGNATION
OF BEAM
THAT XFXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8XB PRE -CAST CONCRETE
T
(--j�\.REIN.FORCING BOND
AND XFX)' - ITIOMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEEL (0) REFER
k SCALE: 314!'=l'-(Y'
IT IS THIS ENGINEER'S INTENT
AND X ITtl WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP oo,
UNTELUXX
AND XUXX 1TIOWOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2x4 (MIN2X3)1-3/16
SINGLE BOND BEAM
TAPCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION
SHANK SIZE. 145 MIN HEAD
WINDOW
SIZE .300 MIN EMBEDMENT 1
SINGLE BOND BEAM
1/4") 8" FROM EACH END AND
AT LOWER ELEVATION
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
#58ARBENT
ASSHOWN
2x6 (MIN 2 X 3) 2-Wl 6 TAPCON
PRE -CAST ..31
4
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE.300
SILL
MIN EMBEDMENT 1 IX-) S"
SLOPE
FROM EACH END AND i&'
D.C. MAX. MIN 1-1/4"
EMBEDMENT
2xB (MIN 2 X 3) 2-3116
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AS TO ALLOW BENT
SIZE 300 MIN EMBEDMENT i SOLID BLOCKING
BAR TO BE PLACED [IN
114-) 8- FROM EACH END AND SECURE TO SHEATHING Wl
UPPER AND LOWER #5 MIN. REQUIRED IN
18" O.C. MAX. MIN 1-1/4" ; MIN. 2-12d PER BLK, EA. END
BOND BEAM EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W/
7116" OSB SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNER BARS
ARCHWAY FRAMING DETAIL
AT CORNER STEP
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
—THROUGH LINTEL.
SINGLE #5 CORNER
BAR, 3040 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND.BEAM
BX8 CMU PIER
N-4__ PROVIDE #5 BAR
W/ SINGLE OR DOUBLE REINF. BAR(S),
AT EACH SIDE
SEE PLAN.
STE =L REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOW6.13EAM CHANGE
LINTEL.
CHANGEIN
ELEVATION OF BOND BEAM
SINGLE LINTEL, MULTIPLE OPENINGS
A A C N I T I C T I
6
Design
GrIoNjoina
41 N. RONALD REAGAN BLV
LONGWOOD FL32750
PH: 407-7�4-6078
FAX: 407-774-4078
www.abdeWpgroup com
AA 0: 0003325
r DRAFTING—BY.-
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
.8 28
BD
Illik I.- =26 2 go
a
BUDDIV. S. LM
SILVERADO
LOT #23
BLK #10
PROJECT#
DXILA
2795-F
CAMAGM B'WMCI*
RIGHT
PACE:
DETAILS
%,150 MPH EXP. Bl
F'C= 10/30
8CALX: 1/4"=l'—O"
8*7T
S AA
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 1 112" HOG NAILS.
CONCRETE TO WOOD FLOOR:
S
,:MPSON LTA2 W/ (8) 10d x 1 1/2* HOG NAILS, WOOD TO WOOD:
NIPSON HIOA OR LGT2 Wl 1 Od x 1 1/2* HDG NAILS, FILL ALL HOLES.
CA
— — —
CA
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
C=J3
711i
CJ3T "?
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
il
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
CJ5
N 0 11 a
a It It N
i
CJST
MANUFACTURERS SPECIFICATIONS.
I
I
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
AH?
I
j
rlA-'\
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
iZ
CONNECTERS ARE TO BE GALVAN ZED.
77-
AHO
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
=E 1 El
CONCRETE LINTELS.
-:I-
AH1 1
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-).
ZX4 BLOCKING BETWEEN TRUSSES -
21V O.C. TOE NALED TO ADJACENT
- - - - - - - - - - - - - - - - -
- - - - - -
AH113
B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
TRUSSES W1 M i8d COMMON
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
NAILS & SECURETO BM. Wl
. . . . . . . . - — - — - — --
AH15
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
SIMPSON LTA2 USED TO BRACE
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
TOP OF WALL
APPROVAL.
. . . . . . .....
- — - — - —
AH17
9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
4i�
SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED
- — - — - — -
AH19
FASTENER, ZF 72 P8S36, A77* * x2 7/8"LONG, WITH WASHER@ 16"O.C.
10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
. . . . . III . . . . . . .
- — - — - — - — - —
--
AM21
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
I
RATIONAL ANALYSIS.
I
12. ALL ELEVATIONS ARE REFERENCED FROM 9-0', FINISH FLOOR. UNLESS
�91 LJ
- — — - — - — - — - —
22X3 ri
- AH23
NOTED OTHERWISE.
I ATTIC'
— - — - — - — - — - — - — . . . . .
. . . .
.
I
A
. . . . . . . . . . . . . - — - — - —
- — -
---
— - —
. . . . . . . . . .
A
TRUSS MANUFACTURER / ENGINEER NOTES:
-------------------
----------
— - — - — - — - —
—.1 . . . . . .
Al
1 ROOF GIRDERS Wi UPLIFT IN EXCESS OF 2,500 USS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2 COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
— — — — — — — —
. . . . . .
Al
;�ITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
H
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
.. . . . . . . . . . . . .
All
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8"FROM THE CENTER OF THE COLUMN,
--..j 6—
t . . . . . . .
A2
. . . . . .
-
— - — - — - —
A2
L- - - - - - - - - - - -
— - — - — - —
- — - — - — - — -
A3
FIR �D07
. . . . . .
A4
— - —
— - — -
— - — ---
AS
- — - — - — - — --
- — - — - — - — -
AS
- — - — - — - —
- — - — - — - — -
A6
- — - — - — - — - —
- — - — - — - — -
AH2aA
— . . . . . .
- — - — - — - — -- — -
AM21A
L- - - - - - - - - - - -
— . . . . . .
- — - — - — - — - — - — -
AH
. . . . . .
- — - — - — - — -
22x54
AH
Arnc
-'C
r �'x4-
ACCESS
ACCESS - — - — - — -
AH15A
- — - — - — - — - —
AH13A
- — - — - — - — -
— - — - — - — - — - — - — - —
AHI IIA
j
7:—' 7' —AH7E'-
It — - — - — — -
Is
— - — - — - — - . . . . . . .
.
AHGA
-lA
.1
R
rIA
IA
2
. . . . . . - — - — - —
-
CHO
GA
- — - —
T'r
---
CH?
GGEA -
CJ3
-
It 11 It 11
CJ5
It
CA
N
.]
IL- - -11- - A
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It 11 11 11
I I
CJ3
lk
CA
CA
FRAMING PLAN
7CALE: 1/4- = 1'-0-
F'A k C N I T 1 9 T
5
Design
G r2o USE&
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abde*QpWoup.com
AA #: 0003325
I, DRAFnNG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SL34366-2628
FAX- Slj:M�
m"""
I"BUDIDIV. de XIST!"ll
SILVERADO
LOT #23
BLK #10
PROJECT#
03719.000-23101
MOIDEZ.
2795-F
'6AP.AGE 8WD9(;:
RIGHT
PAGE:
FRAMING
PLAN
150 MPH EXP. B
p
DW 10/30.
8CALIE: 1/4"=I'—O"
alfz=
S3
A-(i) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 1 Od x I J'NAILS TO TRUSS
B-(2) SIMPSON HETAI 6 TRUSS ANCHOR WITH
(12) 16d x I J'NAILS TO TRUSS
DBL STRAP, I EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
G-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 1 Od x 3 t'NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12)16d x 3 J"NAILS TO GIRDER
ix2,2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED Wt(3)16d
GALV COMMON NAILS.
IX2 SECURED W/ 1 Od
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFIWALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: APTSYP#22"x4",
6% 8"x 4'-O"MAY BE ADDED
W1 I Od NAILS, 2 ROWS, 3-
O,C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEEREDWOOD
TRUSSES 0 24- O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT Ul 810 LES, L:770 LBS (I PLY)
8 ALLOWABLE UPLIFT U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT U:2705 USS (2 PLY)
8 1A 1B 1C TYPICAL TRUSS/
SS -GIRDER CONNECTOR(S)
314" T & G SUBFLOOR GLUED AND
SCREWED ASPER SCHEDULE
PRE-ENG FLOOR TRUSS
5/8" GYPSUM BOARD OR 1/2"HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE w/ (2)
16d TOENAILS
DOUBLE TOP PLATE
2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM ' PLATE TO BE PT,
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
1/2" GYP. WL BD,
(_:"�FLOOR TRUSS CONNECTION @ L.B.W.
��: 3/4"-V-9' (NO UPLIFT)
OUTER 113 OF
SPAN ONLY
PLATE
DEPTH 114*13
-HOLE EDGE �5/8"
-HOLE DIAMETER
215*D SGL. STUD
/—HOLE EDGE >SW'
01
'��_HOLE DIAMETER
- 315*0 OBL. STUD
STUD NOTCHING
AND BORING LIMITS
@ 24- O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA`16
TRUSS ANCHOR WITH
(9) 10d x I J'NAIUS TO
GIRDER. PROVIDE 6'
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
W, 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W1 (3) 16d
GALV. COMMON NAILS.
1 x2 SECURED Wl 1 Dd
MASONRYBOND
GALV. COMMON NAILS
BEAM
12"01C
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFMALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE� A PIT SYP #2 Z'x 4",
6", 8"x 4'-g'MAY BE ADDED
W1 10d NAILS, 2 ROWS, T
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX, TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
A -(I) SIMPSON LGT3.SDS2.5 GIRDER TIEDOWN
WITH (4) t x 5"TITEN HD TO CMU AND (12) SDS
J'x 2 J'TO GIRDER
B41) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) J'x 5" TITEN HD TO CMU AND (18) SDS �'x
T'TO GIRDER
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
(2)j"x 5-rITEN HD TO CMU AND (18) SDS 41 x 3"
SCREWS TO GIRDER (EACH TIEOOWN)
ENSURE THAT CELLS ARE GROUTED
SOLID, W' EACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LES (2 OR 3 PLY)
B ALLOWABLE UPLIFT 4725 LEIS (2 PLY MIN.)
C ALLOWABLE UPLIFT 8885 UBS (2 PLY MIN.)
:2A 2B 2 TYPICAL ROOF
�� GIRDER CONNECTOR(S) _OA'r��
LSTA`12 20 GAUGE
Wl 10dX112 HOG NAILS
@ EACH END. TOTAL OF 10
FLOOR
GIRDER
HTT4 W/ 5/8"A.B. WITH
MIN 7" EMBEDMENT
TO SLAB&(18)16dx
2-1/2' NAI LS TO POST.,
POST TO SIT DIRECTLY
ON SLAB ---
,/�GIRDER/WOOD POST CONNECTIONS
A- SIMPSON HUS28G � 1200 LBS, U � 1280 LBSWI (1) 3141 SIMPSON TITEN SOLT/J-BOLT, 5" MIN.
EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
B - SIMPSON HUS28 G � 2400 LEIS, U � 1425 LBS Wl (2) 3/4- SIMPSON TITEN BOLTIJ-BOLT, 5" MIN.
EMBED (22) 16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS.
C - SIMPSON HGUS28-2 G � 2400 LES, U < 1810 LES W/ (2) 3/4�1 SIMPSON TITEN BOLTIJ-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS,
D - S MPSON HGUS28-2 G � 4800 UBS, U � 1610 LBS Wl (4) 314"* SIMPSON TiTEN BOLTIJ-BOLT, 5'
lh
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G < 4800 UBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
WOOD LEDGER
ATTACHMENT DETAIL
9 SCALE: 314"=V-0"
V-0" MAX (W/lX4)
�21R 10'-0' MAX (W/2X4)
# 1100 UPLIFT SIMPSON -
HTSM20 WhO 10d TO
TRUSS AND (4)1/4"x2 114"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# I DDO UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 I Od TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
(2) 2X4 No.2 SYP DIAG. -
BRACE W/ (3) 12d @ EA.
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
V�0- TO 30'-G� (1) 'W BRACE
30'A" TO 60--0 (3) W BRACE
:X- B_E 0 CENTER
�l
2� 'X' BRACE DIVIDED EQUALLY
FROM CENTER TO ENO.
2x WOOD FASCIA, -
SEE ARCHITECTURAL
IX4 DIAGONAL
PRE-ENG GABLE TRUSS
STM.GHORD
BRACING, SEE
STIFFBACK (AS PER
PLAN FOR LOCATION
TRUSS ENG)
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
10 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER
MAX, OR 2.4 STM. CHORD BRACING END TYPE CONDITION, IF
101-01, OIC MAXSECURED W/ (2) iOd DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BRACING
TEDGE
CENTRAL
SPACING
SPACING
SEE
SEE
I �CHEDUL
SCHEDULE 4MIKIN
SEE SCHEDULE FOR BOLT SIZE _j
LSEE LEDGER SCHEDULE w
51/2" MIN. EMBED. (TYP)
H, F1
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
Et Ej
PLACED INTO GROUTED CELLS, 8"ALL AROUND
BOLT,
2. END OF FRONT AND REAR LEDGER SHOULD
LAP A MIN OF 4!-(r.
3. ALL BOLTS TO HAVE WASHERS
4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
CLOSER THAN 9" O/C.
5. IN LIEU OF HILTI PAFS SIMPSON TITEN 1/4"
(2)—PT —
DIA. 3" MASONRY SCREWS MAYBE USED,
AAMF Af
LEDGER SCHEDULE
MARK
SIZE
BOLTSIZE
WEDGE&PAONG
COITMOACM
A
DOUBLE 2x8
I'll
81. O/C
I el 01C
B
DOUBLE 2x8
14"
81, 01C
24"0/C
C
DOUBLE 2XIO
IZ
8.1 O/C
161, 01C
0
DOUBLE 2xI0
3/4"
81, O/C
24" O/C
E
DOUBLE 2xI 0
11.
6" O/C
I a, O/C
F
DOUBLE 2.12
aW
6- O/C
I IT O/C
(8WOOD LEDGER DETAIL
A!22pL9l_E: -'=1"..
SEE SCHEDULE FOR
BOND BEAM RED.
20 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
4--01- D.C. (AT SHEATHING
SEAMS)
SECURE 2x8 PT. PLATE
TO BUK W/ 1/2"DIA.
ANCHOR BOLT W/2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2X8
P.T. PLATE Wi 12d's F'
O�C. MAX
CONT. 2X4 SECURED W/
(2) 10d's C EACH TRUSS
TO BE INSTALLED @
101-01, 0 C, MAX.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 34'=V-0-
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI 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
!��AUE: 314"=I'--V'
A R C III IT I C T 8
6
G r MMsign
OUSPO-Lam
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abd'esigngroup.com
AA 111: 0003325
DRAFnNG BY: I
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134;86-2628
L FAX: 813886-21302
UDDIV. & wil
SILVERADO
LOT #23
BLK #1
PROJNCT# 1
03719.000-23101
MODE&A
2795-F
GAP.A0Z DWINCI:
RIGHT
PAQZ:
DETAILS
150 MPH EXP. B 0;
'P'M
D . 10/30
8CALE: 1/4"= V-0.
BH=T
S3. IA
L
FLOOR DECK
'H
Hm -71
H H
2x6 PT TERMINATION J
2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3)16d COMMON W1 (6) 3116- x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2X4 STRONGBACK,
IFLL2002R BRACING
(D SCALE: 3/4"=V-(r
SIMPSON H6 Wl
(8)8d COMMON NAILS 2.x ST DS
S MPSON H6 W/ (8) 8d EACH END
C%MON NAILS, EACH
END EVERY STUD OR ON AV-
EACH END OF "BUNDLE"
OFSTUDS
PLYWOOD FLOOR
SHEATHING
it
SIMPSON SPH41SPH6 BT.,
FLOOR TRUSS C R PLATE STRAPS W1 I Od x 1
GIRDER TRUSS 1�.. HOG NAILS
WALL FLOOR FRAMING,
TRUSS PARALLEL TO WALL
SCALE: 3/4"=V-0"
OSL PT 2X6 BLWNG BETWEEN
TRUSSESW/l0dQ3-O.C. ISTPLY
INTO LEDGER AND 10d @ 3' O�C.
STAGGERED UPPER PLY INTO 2X6
BELOW
8"CMUWALL .
REINF PER PLAN
PER ELE T /L
0
V)
8 1 z8z8
-
PERELEVATIO- "L�'i 1 �t z
IX2 FIRE -STOP
#8 WOOD SCREWS
x 2" LONG @ 3"O�C.;
STAGGERED OFF
CENTERLIINE OFF 2x6;
. j Z &4"AS SHOWN
�/_SMPSONA23
EA. TRUSS
NAILING PATTERN
Lk
1 ....4
\-PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
DBL2X LEDGER
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
r,_'),ON EXTERIOR WALL
#8 WOOD SCREWS x 2"
LONG Q 3" D.C.;
STAGGERED
ASSHOWN
OSL 2X8 LEDGER
TO CMU Wl 1/2" EXP. SOLT
AT 16"O.C. AND 8" FROM
8" CMU WALL N END W/ MIN 5-1/2"EMBED,
REINF PER PLA
/- FLOOR DECK
PER ELEVAT11 N
0
w NAILM PATTERN
jig.
PERELEVATION E�z
y PRE-ENGINEERED WOOD
2x4 P.T. CEILING FLOOR TRUSSES (SEE
NAILER Wl FRAMING PLAN)
MASONRY NAILS
0 12" O.C.
1X2FIRE-STOP ION DETAIL
AT TRUSSES PARALLEL
(___�TO EXTERIOR WALL
,4
3/4"=V-V'
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x6 BLK'NG BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES W/ 10d @ YO.C. I ST PLY
FLOOR DECK
2x4 CONT. Wl (4) 16d NAILS
(2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 1 Od 0 3- O.C.
#8 WOOD SCREWS
2x4 BLOCKING @ EA. BRACE.
NOTE:
@ TOP OF FLR TRUSS
4 AT SH THING MS'
`0� OC
BRACE W/ (3) 12d 0 EA W-0" O.C. (AT SHEATHING SEAMS)
STAGGERED UPPER PLY INTO 2.6
x 2" LONG @ 3" O.C.;
TOENAIL INTO TRUSS W/ (4) 1 Sd
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS ST.
TRUSS (OIAG. BRACE 7 0
7
BELOW
STAGGERED OFF
NAILS @ EA, END
MUST NOT BREAK WITHIN
PLATE OF 2NO FLR)
COVER 5 TRUSSES)
CENTERLINE OFF 2x6;
3/4'AS SHOWN
2x4 BRACE @ 48"O.C. wl (5) 12d
1'4"MIN. FROM 2ND. FLR.
FLOOR DECK
V-0- TO 3V.W (1) -X- BRACE r
DBL 2X8 LEDGER
NAILS @ EA. END
LINE
2x6 CONT. W/ (8) 16d NAILS
0 BT OF FLOOR TRUSS
W-1 - TO W-0 (3) X BRA -ENG GABLE TRUSS
CE PRE GA
'X:
8" CMU WALL
L
TO CMU W/ IIZ'EXP. BOLT
8d RING SHANK NAILS @ 4" O.C. MAX
INTO BLOCKING
(BT. 2X6 IS FOR,WALL
(1) BRACE 0 CENTER
(2)'X BRACE DIVIDED EQUALLY STIFF13ACKATALL 2x SUB-B—AN
R P LAN
REINF PER PLAN
AT I V'O,C. AND 8"FROM
END W/ MIN 6-1/2' EMBED.
16d NAILS &'O.C. MAX
SHEATHING NA LER)
FROM CENTER TO END. Up
UPRIGHTS OVER 4'-10" HIGH
I X2 FIRE -STOP
( S P T USS _)
(AS PER TRUSS ENG)
T
PER ELEVATION
VA ION
FLOOR DEC
lk PER ELEVATION PER ELEVATION
SEE
PLYWOOD SHEATHING, SEE
NAILING PATTERN
"ROOFNVALUFLOOR
ig
SHEATHING
0
FASTENER SCHEDULE"
ir
AA
lk PER ELEVATION PERELEVATIONrL
CT
SEE TYP TRUSS CONNECTOR
PER ELEVATION
VA,T'.N
If 'IV
DETAIL FOR STRAPPING INFO.
2x4 P.T.. CEILING
CE LIN.
m \-PRE-ENGINkRED WOOD
24 m
FLOOR TRUSSES (SEE
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
CONNECTION PER
lx2,2x WOOD FASCIA TRUSS MFG.
fENGINEEREDWOOD
W,
NAILER W/ NA
MASONRY NAILS
FRAMING PLAN)
PRE-ENGINEERED WOOD
FRAMING PLAN)
2x SECURED W/ (3) 16d
@ 12- D.C.
FLOOR TRUSSES (SEE
FRAMING PLAN)
SEE SCHEDULE FOR SEE SCHEDULE FOR
SIMPSON HETA-16 @
GALV. COMMON NAILS, TRUSSES @ 24- OIC,
REPAIR DETAIL IF
BOND BEAM REQ. BOND BEAM RED.
EVERY TRUSS (VERIFY
S 0,
lx2 SECURED W1 iOd SUBMIT SHOP DRAWINGS
1 X2 FIRE -STOP
LEDGER INSTALLED TOO LOW
L
SIMPSON HETA-16 @
W1 TRUSS PLAN)
V W
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AN
AND APPROVAL
AT TRUSSES PARALLEL
32" O.C. MAX.
(VERIFYW/TRUSS
SECTION DETAIL
12"OlC SECURED W/ (2)1W. @
MASONRY BOND BEAM EACH TRUSS
('_,_�TO
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
GABLE END PRE-ENGD TRUSS
kl��LE:
3/4"=V-T
_`�PRE-ENG FLOOR TRUSSES
�,�W/ �HIP RE�TUR
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL,
PRE-ENG
AT FIRST TWO BAYS 4'-0" O,C. (AT
PRE-ENGDWOOO
SEE SCHEID. BELOW
ROOFTRUSS—
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) G 24" O.C,
NOT SHOWN FOR CLARITY)
MAX
FOR STRAPPING
PER ELE TION
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2x6 PT. PLATE TO BLK
Wl TRUSS PLAN
TRU$l TO TOP PLATE
5/8" GYPSUM BOARD OR 1/2" HIGH
Wl 112" DIA. ANCHOR BOLT W1 2"
A - SIMPSON MTS12
STRENGTH CLG. BOARD
4x4/4x6 SYP NO. 2
WASHER SET IN HIGH
U � 9W LBS W1 (14) 10d
SECURE TRUSS TO TOP PLATE W/ (2)
WOOD POST TO
STRENGTH EPDXY 6" MIN.
GALV. NAILS.
16d TOENAILS
SLAB.SEE
EMBED. AT 32" OC MAX
B - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE To 2x8 P.T.
U � 1420 LBS W1 (14) 10d
BELOW FOR -Ad
PLATE W1 12d's S"O.C. MAX
GALV. NAILS EA. STRAP
2x4 OR 2x6 WOOD BEARING
CONNECTION -\
WALL W/ SYP No 2 STUDS SEE
-�r- FL#17239 -AV-
PLANS FOR SPACING. SINGLE
CONC,POURED
BTM. PLATE TO BE PT,
LINTEL COURSE
PROVIDE DBL. TOP PLATE
70-?
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 BTM
Ir2"GYP. WL. 80.
:0:
ANDT PPLATEANCHORSWI
10dxlo/2" COMMON NAILS
SECURE ST. PLATE TO SLAB W/
—
CONT. 2x4 SECURED Wl (2) 10d's EACH
FILL ALL HOLES, 00 NOT USE
10d 3"
1/2'W" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
TRUSSNVOOD POST CONNECTIONS
TRUSS TO BE INSTALLED 0 10'-0" D.C.
MAX.
x
EPDXY 5-1/2"EMBED. MIN. @ 16"
OC MAX.
SCALE: 3l4"=l'-G"
GABLE END BRACING W/ PRE-ENG
I
GABLE TRUSS @ CMU WALL
S.
il
TO CONNECTION
SCALE: &4"=V-0"
TRUN POST
A - SIMPSON MTS-12 U: 990 LES W/ (14) 10d GALV. NAILS.
B - SIMPSON HTS-20 U 1310 LES W1 (20) 10d GALV. NAILS.
C - 2_PLY_SIMPSON VGT/HDU4 U � 4565 LBS VGT TO TRUSS W/ (16)
114'�a-SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4" X 21/2" SOS TO POST
TRUSS CONNECTION @ L.B.W.
9a 9b
POST TO SLAB OONNECTION
SCALE:
A&B - SIMPSON ASU44Z POST BASE �U:1,900 GA660 Wl 5/8 DIA. x 6" EXP. BOLT
SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 Wl SIB DIA, x 6"EXP. BOLT
C - SIMPSON HTT5 POST ON SLAB �U*565 W1 56'A.S. WITH MIN, 7"
EMBEDMENT TO SLAB & (26) 16d x 2-112"NAILS TO POST.
6
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1.441 N. RONALD REAGAN BLVD.
LONGWOOD, F
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.mm
AA #: 0003325
F_ DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA. FLORIDA 33634
QPH 8134186-2628
813aBS-2802
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F-BUDDIV. & LNOM
SILVERADO
LOT #23
BLK #10
PROJ=T#
03719.000-23101
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0ABAGE OWWO:
RIGHT
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DETAILS
150 MPH 91P. B
.ME — f__2i_f
w
ROOF WIND DESIGN PRESSURES
NET (UROSS) ASCE 7-10
ZONE 1 8.97 PSF (19.97)
ZONE 2 17.98 PSF (27.98)
ZONE 3 33.53 PSF (43.53)
"A7- 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE:"B'
RISK CATAGORY: H
APPLICABLE INTERNAL
PRESSURE COEFFICIENT , 0.18
ROOF DIAPH
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"
O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. SfB COX EXT, PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4"O,C. AT SUPPORTED
PANEL EDGES AND Sd RING SHANK GUN NAILS
AT 6"0 * C ' AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NA LS @ 4" O.C. EDGEWISE 2X4
BLOCKING AL PANEL JOINTS W/ IN 4'OF GABLE
END,
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. CIA
SHANK
TENSILE STR.
SHANK
Sd
RING SHANK,
2 1/2"
0. 120"
170,000
RING
6_2G RINGS
SCREW SHANK
ER INCH)
Scl
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
EXTUtM SHEATHING
USE 1/2"COX OR 7/1 6"O.S.B. PLY WITH Sd RING
SHANK GUN NAILS AT 4" D.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4"O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT 6� D.C. AT INTERMEDIATE SUPPORTS
OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED
PERMANUF . SPECS.) SEE DETAIL.
R
Z LU
Z a
C3
ul
zo
m d
0)
8d RING SHANK GUN NAILS @ 4- O.C.
TOP & BOTTOM EDGES
. . . . . . . . .
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SPACES AT EACH END
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OR
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ROOF SHEATHING LAYOUT
AND
POR "NDWA==G
No
8d RING SHANK'GUN NAILS
6' O.C. IN FIELD
Scl FiING SHANK GUN NAILS @ 12" D.C. IN
FIELD or 8d x 2 112" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12" 0.
FIELD 7
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
A Ftr
_HITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. ft EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
COLD�FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS
ALLDE ILS AND SECT ONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
TA I(
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN,
ALL DIMENS DNS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
I(
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE4)OWNS.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3W
SUPPORTED TWOC EACH
ROOF SHEATHING LAYOUT
AND
POR "NDWA==G
No
8d RING SHANK'GUN NAILS
6' O.C. IN FIELD
Scl FiING SHANK GUN NAILS @ 12" D.C. IN
FIELD or 8d x 2 112" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12" 0.
FIELD 7
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
A Ftr
_HITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. ft EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
COLD�FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS
ALLDE ILS AND SECT ONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
TA I(
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN,
ALL DIMENS DNS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
I(
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE4)OWNS.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 3W
SUPPORTED TWOC EACH
WOOD:
PROVIDE Q%AIR 89MNED CONCRETE EXPOSED TO EARTH ORINEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSON-GIRCIUND WHERE INDICATED ON
CRIPPLERS ' SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
DRAWINGS. BEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
PRESSLRE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
FORM -WORK
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
FORM -WORK. SHORING. AND BRACING FOR ALL CONCRETE BEAMS, SLABS. COLUMNS. WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE, BOLTS USED
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AC 1347,
W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN %* OF HEARTWOOD.
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 20`17,6th 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 STRUCTURAILDEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH ZX STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2.
UNTREATED WOOD SKALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
WELDED WIRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
WOOD TRUSSES:
TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIFE MESH FOR SLABS SHALL BE
WITH TCHAIRS SPACED WAY
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
STRESS -GRADE LUMBER AND ITS FASTENINGS'SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
00 NOT SCALE DRAWINGS , THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036* AND BE MANUFACTURED FROM STEEL
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A615
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE
DESIGN LOAM:
W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE. AND ERECT MOD TRUSSES IN ACCORDANCE WITH TPI-14,"DESIGN NATIONAL
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPVWTCA BCSI V
ROOF: LIVE LOA FLOOR: LIVE LOAD 40
AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
pf
20 psf TOP CHORD --rt
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR 36"
WOOD TRUSSES.
10 psf BTM CHORD �nl
#5 BAR - 30" #7 BAR 42"
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PROVIDE 36* x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
15 pal TOP CHORD 20 PST TOP CHORD
Q FIT - ASPHALT SHINGLES) (10 psfwl No GYPCRETE)
ALL VERTICAL REINFORC ING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 POT BTM CHORD 5 psf STM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD TO RESIST WHO UPLIFT: IOPSI
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 PSI
WALL.
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
STAIRS LIVE LOAD 40 Par
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
WIND: DEAD LOAD SPEED =1 60 MPH 3. SECOND GUST
(ASCE 7-10 (FOC R2017) EXPOSURE B, RISK CATEGORY 11)
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10p.1, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20pf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pV, BALCONIES (EXTERIOR)
Do NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND DECKS: 40prf, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50Pf. PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30p.1, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40psf
MMONRY:
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING P"EW
"SPECIFICATION MASONRY STRUCTURES"LACI 530/ ASCE HITMS 402, BUILDING CODE REQUIREMENTS FOR
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
SH P DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
0
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUSS ENGINEER,
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH. ELEVATIONS. DIMENSIONS, ETC.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
A LL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C-476 . AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 2a DAYS, UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIF ICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3w
WRITING BY THE ARCHITECT,
COURSE AGGREGATE , AND SHALL BE PLACED W/A SLUMP OF S"TO 10'. USE ONLY MECKANICALVtBRATION
TO CONSOLIDATE GROUT.
FOUNDATIOW SITE PREPARATION:
TYPE'M"OR"S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHAUL BE
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat FOOTING
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
SHALL BE 3/8'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557, TREAT ALL
CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
REINFORCING,
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
LAP VERTICAL REBAR e X BAR NO. (48 BAR DIAMETERS).. U.N.O.
CONTRACTORS EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
STRUCTUM STEEL
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHAll SUBMIT PROPOSED WX DESIGNS, WITH HISTORICA STRVWTH DATA FOR EACH SEPARATE WX PRIORTO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'q. PROR TO THE ADDITION OF PLASTICIZER
CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASLRING, MIXING, TRANSPORTING, E TO
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED To THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SH&L NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A HATCH IS HELD FOR LOWER THAN 90 MINUTES, THE CONCRETE W&L NOT BE PLACED. IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LA80RATORY TO NOTIFY THE OWNERS REPRESENTATIVE A14D THE CONTRACTOR OF ANY NON
COMPLONCE WITH THE ABOVE,
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
k 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSY.
B. FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER:
I-10FORMISANDSMAU.0
FOR 03 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3fe FOR SLABS, WALLS AND JOISTS
I-1,2"FOR SM AND COLUMN PRIMARY REINFORCEMENT, TIES. STIRRUPS
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
ASS. Fy . 36 k6l FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8,
Fy - 46 ks]. STRUCTURAL PIPE SHALL BE ASTWS3, GRADE B, TYPE E OR 8, Fy = 35 ksi. TUBE AND PIPE
COLUMNS SHALL BE OONCRETE-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 A325N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
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I . STAPLES $HALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO F RAMING SUCKS SHALL BE AS PER MANUFACTURERS SPECS AND OR NOA
3� APLL FASCIA MATERIAL SHALL BE HAND FRAMED
4 AF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE N0A OR THE SPACING DETAILED ABOVE
6 WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR ODER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND
N MEM13ERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE,
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA 111: 0003325
r DRAFnNG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA. FLORIDA 33634
PH; 813-886-2628
FAX: 8134MO-2802
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DATE:
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