HomeMy WebLinkAbout7053 Steer Blade Dr99 99
2795- AMDEN
1HORMN
12602 TELECOM DRIVE, TAMPA, FL 33637
T®4 (813) 740-9720 Fax: (813) 74D-9715
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Jai 202
REVIEW DATE ,
CITY OF ZEPHYRHILLS'
PLAN EXAMINER
• 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
.]yp(m V=/mG cm, R1i�fD 3mm,
8M IOFI (2M7)
• L RATE C0�
•OCCUPANCY — RESIDENTIA4 GROUP R3
•CONSTRUCTION TYPE — VB
'10• 1NTBRIOR FINISH - CUSS B
•BASIC WIND SPEED — Vult=150 MPH
Veed=118 MPH
'�03� _ B
:EXPOSURE
RESIDENCE
•2—STORY RESIDENCE — MAX. HEIGHT AS PER LDCAL
AND STATE CODES
ABV.
A/C
ADI.
ALT.
AMP.
BD.
CL
CAB.
CLG.
CLR.
CONC.
CPT.
c.T.
D.
DBL.
D.G.
DNA.
DIM.
DISP.
DP.
DR
D.S.
D
DTL. .W.
FA.
ELEV.
EQ.
EXH.
EXT.
F.GJFX.
F.G.
FIN.
PLR
FLUOR.
FTRG.R
GA.
GAR DISP.
G.F.I.
GL.
GYP. BD.
HB.
H.C.
HDA
HGT. OR HT
INSUL.
INT.
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTERLINE
CARNET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DO LE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELEVATION
EQUAL
EXHAUST
EXTERIOR
FIXEDGLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FOOTINGFRENCH�R
GAUGE
GARBAGF DISPOSAL
G CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LAV.
LUM.
M.C.
MFR
MIN.
M.T.
MID.
MIL.
N.T.S.
O.C.
PL
P.B.
PH.
PLY,
PLYWD.
PR
P.T.
R
RAM
R.A.G.
REF.
RM.
R.O.
S.C.
S.D.
S.H.
SHT.
SHTUGWR_
SHWA
SIM.
SL.
SL GL.
STD.
SWS
TEMP.
T.O.C.
T.O.
T.O.P.
T.O.S.
U.N.O.UN.
V.P.
W.
W/
WD.
WDW.
wii
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPEATYLINE
PUSHBUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RSER
RADIos
RERILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID COPSEXTDR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLDING
SLIDING GLASS
STANDARD
SHEAR WALL
TEMPERR"DGLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OFSLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
TER
WWRRouaHTM N
DATE
DESCRIPTION
CONTROL DATE
ARCHITECTURAL SHEET DESCRIPTION
ft/bAS
ADDED IS®-C ENGINEERING
PG Cl-CO VER SHEET
PG GN-GENERAL NOTES
PG Al -FLOOR PLAN
PG A2D-FRONT AND REAR ELEVATION D
PG A3D-LEFT AND RIGHT ELEVATION "D"
PG El -ELECTRICAL PLAN
PG PI -PLUMBING PLAN
PG Ml-MECHANICAL PLAN
PG Dl-DETAILS
PG D2-DETAILS
PG D3-PRODUCT APPROVAL LISTING
PG WAl -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
0�R8/19
ADDED OPTIONAL PENDENT LIGHTING AT KITGFIEN
/JS/19
FIXED DIMENSIONS FOR STUDY AND DINING RoaM
/02A
REVISE BaFT CALCB
I®nan9
UPDATED LED LIGHTS PER OR FIORTON
1®/3m/19
UPDATED LED DETAIL fSUD[3LES PER DR HORTON
II/®S/19
ADDED FOUNDATION ON GARAGE !SEARING WALL
UPDATED SIMPSON CONNECTORS ILA. USP
yQyygr�
ADDED ISm-D ENGRNEERMG
• 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
REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS
SQ.FT. CALC.'S
03CIUM
LSEGAN ADDING ELEVATION INTO LOT RECLESTS AND MASTER
SENT ROOF PACKAGE TO TRIM ENGINEER FOR TRIMES
IST FLOOR LIYM 2036 SO. FT.
GARAGE 619 Ga FT.
ENTRYGL SS 8Ft.
COVERED LANAI 193 $a FT.
TOTAL 3,113 S6L FT.
311nO
ADDED FRONT ELEVATION P' PER D.RJNORTON
A4120
CHANGED ROOM NAMES PER DR HORTON
STRUCTURAL SHEET DESCRIPTION
PG SL-FOUNDATION PLAN
PG SlAA-DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S3—FRAMING PLAN
PG S3.lA-DETAILS
PG S3.113-DETAILS
PG SNl-DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAINING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSDBRITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
A R C N I T I C T 3
6
Groe a
641 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 401-774-6078
FAX: 407-774-4078
www.abdes*Woup.com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
39 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813ZM2628
FAX: 813.8884802
BXMDIV. ae LOT
S ILVERADO
LOT #4
BLK 14
PROJECTp
03719.000-04141
MOD]SX,
2795- D
CARAGE 8111i1JCi:
RIGHT
PAGE:
COVER
SHEET
150 MPH EXP. B
Dw 10/30/20
8CALE: 1/4"=1'-O"
aIiEET
C1
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST 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.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 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.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER,
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8INCHES 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 R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN'frINCH GYPSUM BOARD OR EQUIVALENT.
B. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING,
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT , SQ.
PLUNIBI NG
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) NTH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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 RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7.
EXTERIOR CEJI.IN06
1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT 18 UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR SOFFITS
1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE
INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
6
Groups.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigtgroup.com
AA R: 0003325 i
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33634
PH: 8134888.2628
FAX: 81526.2802
BLJ9DIV. A. LOT•.
SILVERADO
LOT #4
BLK #14
PI4tOJECT*
03719.000-04141
MODEU
2795-D
GARAGE 8WING:
RIGHT
PAGE:
GENERAL
NOTES
150 MPH Ey. B
DwTET 10/30/20
BCALX: 1/4"=1'-O"
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FLOOR PLAN NOTES
- ALL DP'IENSIONS ARE FROM FACE OFT V BLOCK WALL
FOR EDGE OP FLOOR GLAD) TO FACE OF WALL STUD UN.O.
- ALL WTERIM WALLS ARE 3 4' UNO.
• DRYER VENTED TWSII "ROOF (VRV. HOT GCPE094M.
- AIR CaV411111SOR SET ON 44'X44- POURED COW— PAD.
PAD MGM 6' FROM EDGE CP STRUCTtpiE.
- SEE SWEET GN POR GONIMAL AND STANDARD SUILOMG
N0110.
• ALL HABITABLE ROOTS TO NAVE ARC FAULT CIRCUIT
INTS"PlUr ER
- ALL FULL WINI04•IT BLOCK WALLS BFTUE@I PILLED CELLS
WPTFICUT OPINING
ARE SWEAR WALLS.
FLOOR PLAN
SCALE. 1/4' . P-0'
ON
SQ.FT. CALL. S
IST FLOOR LKlWx 2,836 Sa FT.
6/raiACtE 619 Sa FT.
ENTRY 65 60. FT.
COVERED LANAI 193 Sa FT.
TOTAL 3,113 Sa FT.
COY'DIBR A1D q.AOOIp
aa>o w+lce
al�ac 1a1e aroewE Ron a aeoolo
auele
Gem
eCUME
=E
RW°NWIDMD
nBIM118
NOTIFE
FOOTAGE
MIN. WINDOW
10
5
2431-32D
CRITERIA
EXTERIOR SWING
5
23.4/-30.1
DR MIN. CRITERIA
SOD. MIN.
41
5
22.1/-41AP
CRITERIA
16010 CAD.
1 112
5
20.5/-24.9
BASIC WIND SPEED MPH - 150 (Volt)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.-B, MEAN ROOF HT. = 14'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER.
SHIM AND SECURE
RADIUS CORNERS, SEE VARIES
COUNTER TOP
MATERIAL TO
PLAN
BRACKET 4
NSTAL E
INSTALLER
SLOCKMG
INSTALL FLAT
ELECTRICAL ELECTRICAL BOX
-IBAR REINFORCING
AT ENDS OF PARTITION ARIErJTCWN
BASE
Q 4 BRACKETS AS
WALL
-
3 NECESSARY.
2'Xb'X35-I/4-
CABINET
m
LOW WALL
=
2'X6' STUDS
• Ib' O.G
DRYWALL
TYP. CABINET SECTION
A SCALE: NTS
v
v
VARIES
ep
OPENING DTL.
A R C N I T Y C T•
Gro pO-Lm
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abd•eigngroup.com
AA A: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813S86-2828
FAX: 8138862802
rl
BIIIIIIIII�
aV U13DIae LOT
SILVERADO
LOT #4
BLK 14
PROJECTO
03719.000-04141
moaEI1
2795-D
GARAGE AWING:
RIGHT
PAGE:
FLOOR
PLAN
150 MPH EXP. H
DwWTE-. 10/30/20
BCA=: 1/4"=1'-O"
aI'IEET
Al
SHINGLE
HEEL HG?�—
9'-4' BRG. HGT.
S' STUCCO
BANDING
TYP.
FOAM GAPS
VENEER
ONE ON
MEN mom
1 long
11 son
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
AREA OF ATTIC
= 3972 SO, FT.
NET FREE VENTILATION AREA REQUIRED
= 1/ 300
REQUIRED VENTILATION AREA
= 3972 /300
= 13.24
VENTILATION AREA X SO, INCHES PER FT. (144)
= 1906.56 SQ. IN.
MIN. REQUIRED VENTILATION
.5X 1906.56
IN UPPER PORTION OF ATTIC
- 953.28 SQ, IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
953.28 /115
TOTAL#OF VENTS REQUIRED
= 8.28939
TOTAL# OFVENTS PROVIDED
- 9
*AREA OF ATTIC IS THE PERIMTER OF THE HOUSE, LESS THE OVERHANG
(E)CTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
i' LAP SIDING
TYP.
10'-8,
--_ HER WIT
9'-4' BRG. HGT.
S' STUCCO
BANDING
TYP.
�— FOAM CAP
VENEER
0'-0' FIN. FLR
_ 0 - G CMINJ
I I
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LOUVER DTL.
A SCALE:I/2.1'-0'
�j---.SAND
TUCCCI
RAISED I
I.I' .1.
KEYSTONE DTL.
B SCALE:1/2 . I'-0'
----------------
OFF RIDGE VENT
\
/ \
st Is I I
I �
I �
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I
W-4' BR(3. HGT.s 9'-4' BRG. HGT. I STUCCO BAND
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48 ^ STUCCO
FINISH
e a
ap 9 FOAM CAP I
—J LJ
I I
I I
i
0'-0' FIN. FLR 0'-0' FIN. FLR I
0'-8'G D ____—_—_—_—_— _—_—'—_—_—_ _= -8'G (MIN.)
I i
REAR ELEVATION I STONE
IVENEER 9 v
TEXTURED FINISH
I I
I �
— 0'-0' FIN. FLR
I I
-- -- - - - - - - - - - - - - - - - —
K�c
LUMN DTL.
ARCNITICT•
6
Group
t41 N. RONALD REAGAN BL%
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoslgngroup.com
AA#: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134 MG-2628
FAX: 813488.2802
SVHDIV. Ae LOT.
SILVERADO
LOT #4
BLK #14
PROJECTj1
03719.000-04141
MODELe
2795—D
GARAGE a'FfMG:
RIGHT
PAGE:
FRONT & REAR
ELEVATION "D"
150 MPH E2L. B
s
D W 10/30/20
BCALE: 1/4"=1'-O"
BHEET
A2D
9'-4' 511ib.'. HGI.
0'-0' FIN. FLR _
0'-8' G D l
OFF RIDGE VENT
W-4' 511iG. HGT.s
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
1:1 El E VD
LEFT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
5
OFF RIDGE VENT
,y9'-4' 5FZ3. NGT.
s9'-4' 5RG. W.T.
0'-O'FIN. FLR _
0'-S G D N.
_ __^__---- -
--��- -- ��
--_-_-_-_�----_-'-_-_-_
IN. FLR
0-8 G D (MIN.)
li
L
RIGHT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
F-AACN IT ICT
Groin
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigigroup.com
L AA M: 0003325 A
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-SM2628
FAX: 813886-2802
ammm�
POOR ae Lo
SILVERADO
LOT #4
BLK #14
PROJECT#
03719.000-04141
MOIDZZ.
2795-D
GARAaE ewwo:
RIGHT
PAGE:
LEFT & RIGHT
ELEVATION "D"
150 MPH EXP. B
NOV
071
a RINT 10/30/20
SKEET
A3 D
ELECTRICAL LEGEND
SYM.
DESCRIPTION
-df
STANDARD SWITCH
-4
-WAY SWITCH
4
-WAY SWITCH
RAKER SWITCH
•i6
BUTTON
ISCONNECT
T
HERMOSTAT
INGLE RECEPTACLE (125v/!0-AMP
INGLE POLE)
IOV DUPLEX RECEPTACLE
NDV DUPLEX RECEPTACLE (EQUIPPED
TH GROUND FAULT
NTERUPTEWTAMPER RESISTANT TYPE)
IVV DUPLEX OUTLET (HALF OF OUTLET
!RED TO SWITCH)
4R-
XTERIOR WATERF'ROOFAGPI
RECEPTACLE (GROUND FAULT
TERUPTER)
IVV QUADPLEX RECEPTACLE
®
IIVV DUPLEX RECEPTACLE (FLOOR
20V RECEPTACLE (4 WIRE
CTOR)
1 Q
L MOUNTED LIGFIT
(LING MOUNTED LIGHT
L
ED CLG. LIGHT
ENT LIGHT
000 LIGHT
L SCONCE PRE -WIRE
T FAN WITH LIGHT (I CFM PER SQ. FT.)
999
BULB LIGHT FIXTURE
B�8
BULB LIGHT FIXTURE
BULB LIGHT FIXTURE
' TRACK LIGHTING
TTIC LIGHT WITH PULL CHAIN
DER CABINET LIGHT
®
'FLUORESCENT LKsHT (RECESSED)
m
x4' FLUORESCENT LIGHT (SURFACE
T)
L-WIx4'
FLUORESCENT LIGHT (RECESSED)
x
O
CEbb LIGHT
•
GESS LIGHT (VAPOR PROOF)
FILING MOUNTED LIGHT WITH J-BOX
OPT. FAN
LECTRICAL PANEL (FIELD VERIFY
OCATION)
-BOX (WALL MOUNTED)
-BOX (CEILING MOUNTED)
FILING MOUNTED FAN
6
FAN (I CFM PER SQ. FTJ
•/
E JACK
0)
DETECTOR (CEILING MOUNTED)
®
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ING MOUNTED)
IMES
T ED OUTLET FOR GARAGE
TV JACK
i1c
PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS
TOBE VERIFIED as HOMEOWNER
PRE -CONSTRUCTION MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC
FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER TABLE MI501A OF
FBCR iTH EDITION (20171).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-INTERJPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
• WIRING METHOD SHALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE 30OA(BX2)
• ALL RECEPTACLE TO BE TAMPER -RESISTANT
TYPE
• ALL LAMPS SHALL BE SELECTED BY BUILDER
AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT
TYPE PER F.B.C.ENERGY CONSERVATION
!RESIDENTIAL L-NERDY EFFICIENCY) 201�. ilh
EDITION R4{04.1
---- -------------------
I COVERED LANAI
j PRE -WIRED
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ELECTRICAL PLAN
SCALE: 1/4' . I'-0'
W P Panel MAIN - A
PANEL: IIAS'Ap M. breaker VOLTAGE: 120/240V-lPh MAN: 150 Amp M.CA
FEEDER: "I Cu T14WN & 1- 06 Cu (G) In 1 I/r C. OR 3. VM AL TI&NN & 1- aB Cu (G) In 1 1R" C.
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Demand Factor
ABBREVIATIONS:
AFq: ARCFALLTCICIlTN1EMeilER
Na: NONCONCDENTLO
MI: OROLND FALLTarE6RI1PER
Tralar.".r.eamseara w+w
Fkr lowo wrar tawa
newt
aratl46w
tax.a
rar Arc Nr
ear
toe Muu.
LOAD CALCULATION M WED ON MC 1,101,140INCIDENT LOAD
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M1W /bay... IA]
0-1 LWMg & It — lad.
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8395
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85
Tar alanaY u N. a 8•c r.
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MULTI-GEN BEDROOM OATH LAUNDRY ROOM BATH
1 � I
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411
-
I
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LED LIGHTING
LED LIGHTING
® DOUBLE LAV.
® DOUBLE LAV.
BEDROOM 2 AND 3 BATH
BATH I
PROVIDE "AS CL• THUN • 1% CU INV CONDUIT OR 3
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(CONDUIT TO TEMMINATE ADOVE SOFFIT • OVE04AW3J
150 AMP ELECTRICAL RISER
NOT To SCALE,
CCMDMATION SERVICE 160 AMP
DISCONNECT SWATCH AND 120R40 VOLT
GENERAL NOTE&
M ELECTRIC METER IN R r
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
NIMA 3R B4CLO&JM
PANEL
COMPLY MTN ELECTRICAL PRRIDAI IONS OF THE FEICIR rDH
EDITION MOM). LOCAL CODES, AND ALL LOCAL POMCR
COMPANY PWAVIREMENT&
IL ALL CONDUCTORS SHALL DE TYPE TFSN/IWN UNLM
mcm
METER
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FIELD
RNYRANM RRVIOE D4rRANM
VERIFY
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LOC,
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TER'IMAL AT LOW
GRACE
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PROVIDE 30 AMP, W440 VOLT, I PHASE SECONDARY--� 1 A4 CU SERVICE 04WUND CONNECTED TO
ELECTRICAL SERVICE. PROVIDE S M COPPER (CW M CONCRETE ENCASED FOOTER STEEL PER
1412" DIA OC 4ECXLE SO PIVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE MGM"
2/0 ALUMINUM (AL) IN T" DIA SCHEDULE SO PVC EonlOra r2en)
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC C"ANY. COORDINATE WTH Two ELECTRIC S/S" DIA X S PT LONS COPPER CLAD OIROUND ROD
ta9PANY PRIOR TO DID.
•■ e M 1 7 IN e 7' S
6
GroupLn
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
Www.abdesigrigroup.com
L AA IS: 000332E J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
FAX: 813886-2802
a
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6
Groin
41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.•bdeskgngroup.com
AA#: 0003325
DRAFTING By.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813.886.2828
FAX: 813.88E-2802
ounDIv. & i.oT:
SILVERADO
LOT #4
BLK #14
PROJ=T#
03719.000-04141
MOaac:
2795—D
CA-nAGZ awtxc:
RIGHT
L150
S:
LUMBING
PLAN
MPH EXP. B
D � 10/30/20
ECA .Z: 1/4"=1'-0"
SKEET
P1
HVAC NOTES
■
I. ALL MECHANICAL EQUIPMENT 814ALL BE PROVIDED UNT14 PROPER CLEARANCE, FOR SERVICING, PER
MPG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND
INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 191 CLAW I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEDER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER NBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION
(2011) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION
403.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH
EDITION (2011) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BA-ANCNG DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH PEP BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
AIR SUPPL
AIR HANDLE
EVAP.TRA
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
-
SOLID LINE- SUPPLY TRUNK
-
BROKEN LINE- RETURN TRUNK
1
BALANCING DAMPER OR ODD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
SI
PASS-THRU AIR GRILL
ATTIC
O O EXTERIOR WALL
SECURE STRAP TO CONK.
a
AIR RETURN W/ (2)-3/16•X2' TAPCONS CONUNIIT SIMPSON UES ROLL STRAP
OR EQUAL
SUCTION AND LIQUIDREFRIGERANT LINES
SECURE STRAP TO UNIT W/ (2)
4' CONCRETE SLAB 'UBXI 1/4' SHT. MTL. SCREWS
EXTERIOR WALL3/4'PVC CONDENSATE DRAIN LINE CONDENSER UNIT
PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD
REFRIGERANT LINES TO
CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA
TRAP DRAIN LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE
IN AN APROVED DRAIN, AS PER
FBCR 6TH EDITION (2011)
MECHANICAL BLDG. CODE
SECTION 3012A
HVAC DRAINS
I
I
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LANAI
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3-CAR GARAGE
MECHANICAL PLAN
SCALE: 1/4 • P-0'
Groin
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.774-6078
FAX: 407-7744078
www.abdoWgngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1.004
TAMPA, FLORIDA 33834
PH: 619886-2626
FAX: 813418&2802
SILVERADO
LOT #4
BLK #14
PROJECT/
03719.000-04141
MODEL&
2795-D
GARAGE aaZNG:
RIGHT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
nRwZ1'E 10/30/20
SICAL.E: 1/4"=1'-0"
a]FIEET
M1
.8 2X4 TOP PLATE
PLAN Y
PRE-FAB TRUSS
I/2' CLO, BOARD --- /"
V2' DRYWALL
SECURE SIT. —
PLATE TO SLAB
W/ ICd MASONRY
NAIL • 32' O.G.
MAX
FIN. FLR
2X4 WOOD
STUDS ♦24.
or_
SLAB
STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.C.
TYP. INT. WALL (NON- BRG. )
D1 SCALE: 3/4'.I'-V'
FIBERGLASS SHINGLES
OVER W FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
ON
PER SECTION R906.LI
ON J' OU3U5.
OR }' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE -ENO TRUSS
MTL. DRIP EDGE
2x FASCIA PER I .m
ryP'
ELEVATIONS OH.
VENTED SOFFIT
f
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
5/8' GYPSUM IN
OR 1/2' HIGH
STRENGTH CLG.
BOARD
5' DIA. SLEEVE,
DO NOT CUT
BOND BEAM -
SOLID GROUT
W/ (I)- 5
(2) COURSE
DO NOT CUT
THE BOND
BEAM
REBARS
2A PIPE THROUGH BOND BEAM
D1 SCALE.3/4'■I'-O'
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4U INSULATION
WINDOW ATTAC4 'RENT
AS PER MANUFACTURES
SPECIFICATIONS
STRUCTURAL
Ix2 P.T. PURRING —
STRIPS • 24' O.C.
e' CMu
1/2, GYP. WL. SD. -
WOOD SASE —
FIBERG-ol-ASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R9CS.1.1
ON OAS. SHEATHING
OR }' CDX PLYWOOD
SECURED PER
FASTENER SC14:DULE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
M NOR a" LN
m
2B GAS LINE THRU BLACK
c+ia, ur.re
FIBERIGLASB SHINGLES
OVER •3C FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
IQW5.1.1 ON J' OU3$.
SHEATHING OR }' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
I'-0'
TYP.
11,
:t•♦ ♦ ♦�♦♦� I i!�4004Ti��!00.5Ti♦D�4I:
y
■
�-
3 GARAGE DOOR JAMBS
D1 SCALE:II/2'•i'-0'
2X4 814F 24' O.C. MAX.
SECURE W/ (2)12d NAILS
• EA END
2x BLOCKING BETWEEN TRLISSES FIBERGLASS 614NGLES
PER STRUCTURAL DETAILS OVER W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
Rzowl ON a, aaa
STIFFSACK AT ALL UPRKsHT6 SHEATHING OR }' COX
PER STRUCTURAL DETAILS PLYWOOD SECURED PER
®. FASTENER SCHEDULE
PRE-ENG WD. TRUSS TYP.
MTL. DRIP EDGE
O.H. 2
PER ELEVATION x FASCIA PER
Ir ELEVATIONS
CONT. 2x RAT FAN SECURED PER
STRUCTURAL DETAILS VENTED SOFFIT
SEE ENERGY CODE FORMS FOR PRE-EIVCs. GABLE TRUSS
INSULATION R-VALUES
PER ELEVATION WEEP SCREED
5/8, GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER
NOW STRENGTH CLG. BOARD STRUCTURAL DETAILS
R-4.1 INSULATION 1/2' THICK. 2 COAT
WINDOW ATTACHMENT AS PER PORTLAND CEMENT
MANUFACTURES SPECIFICATIONS PLASTER APPLIED
DIRECTLY TO MASONRY
ERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS • 24' O.C.
1/2' GYP. ILL. BD. ' CMU
�— WOOD BASE
C'-C' FIN. FLFt _ a _ J ®'-V' FIN. FLR ®'-V' FIN. FLR ,� _ ®'-m' FIN FLR
d a a a
ti 8, cm . �.
a
a .0
• 4
W/ WINDOW OPENING B TYP. WALL SECTION N W/ WINDOW OPENING n TYP. WALL SECTION
NO OPENING NOTE; NO OPENING
PER SECTION 905.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:I2, A
4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
D1 SON E: 3/4'.1'-C' IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE II,
ASTM D 4869 TYPE IV, OR ASTM D
6151
5 1-STORY GABLE BLOCK WALL
D1 6CALE. 3/4'.I'-C'
A 8 C 8 1 T 8 C T 8
Groin
—1
LONGWOOD, FL 32760 �
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA Y: 0003325 J
IF DRAFTING BY: 44
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SURE 10D4
TAMPA, FLORIDA 33634
PH: SL34MG-2628
FAX: SL3588.2802
�I�nIIIN
SLJHDIV. a LOT
SILVERADO
LOT #4
BLK #14
PROJECT#
03719.000— 04141
MODEL.•
2795-D
GARAGE sTRNTO:
RIGHT
PAGE:
DETAILS
150 MPH E B
6
awl 10/30/20
SCALE: 1/4"=1'—O"
SHEET
D1
Tar,
2X6 P.T. • C@lILR OF DOOR FEADIR 88QJRED
W/ 11) V2' X 6' J-COLT
eY W MN. III PMINT
LLV 2' X 2' X V6' WASHER A NUT
OR
YV (21IR' X 6• Al1OrlOR 6mTs
W/ 2' X 2' X V6• WASHER 4 NIT
®
8EC1#E 214 CH
FLAT TO OLK
® aV MASONRY
NAILS.
21A OARAOE D�d�L'IC SECURED
WI (5) y' X 6' J-DOLT OR ANCNOR
® BOLTS. W/ 4- MN. @'ENDMI T, eV 2'
X 2' X U6' WA61ER 4 NIT. (I) UT14N
6, OF TOP. (1)HIN UT6' OF THE DTM.
(3)EVENLY SPACED.
r)
®
o
0
19
�
IB
NOTES,
ALL ANCFIOR6 SHALL OE N ACCORDANCE TO
MAN PACIUNERY INSTALLATION NSTRUCTICN6 WERE
MAC-N NATMICTIerM Ae rleleF ATlM6lNT I
GARAGE DOOR
t BUCK ATTACHMENT
e w'.rw
LA I'X4. OR DO' P.T. NAILER
Ix4 P.T. OR 94'X4' MIN.
SECURE TH43J FRAME
Y♦4
EXTEND 1-' INTO BLOCK
El
V a(.' TAPCONS
(MIN. SHANK SIZE A45
MR HEAD SIZE 300
MIN. EMBEDMENT I -A'
WITHIN 8' OF EACH END /
18' O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUM15 JAMB
(DO NOT EXCEED A-)
DOOR JAMB TO BIACK +3/4 OR +5/4
A WINDOW TO LACK +3 4 OR +5 4
E, KT .
2X4:a
SECURE TO BLOCK W/'1(s'
TAPCONS OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8. OF EACH END 4
18' OIL. MAX SPACING.
2X6:m
SECURE TO BLOCK W/2-%-
TAPCONS(MIN. SHANK SIZE
J45
MIN. HEAD SIZE 300
MR EMBEDMENT I Y4')
WITHIN 8' OF EACH END 1
8' CMU
16' O.C. MAX SPACING.
V DRYWALL
2X8:m
a
I'X4. OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%-7..00.,rAMll,
ASNG
TAPCONS
(MIN. SHANK SIZE .145
MIR HEAD SIZE 300
OR WINDOW
MIR EMBEDMENT I Y4')
H TO 2X PER
WITHIN V OF EACH END l
MANUFACTURES DETAILS.
IV O.C. MAX SPACING.
NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14')
DOOR JAMB TO BLACK +1-1 2"
in1 1FWDOW TO
BLACK +1-1 "
ALE: RT .
2X4m
SECURE TO BLOCK W/ i(A'
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4-)
WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X
IB' O.G. MAX SPACING. MUST BE ON OUTSIDE 4
2X6m SECURED THROUGH
SECURES TO BLOCK W/2-Va* NCN-STRUCTURAL ))(A'
TAPCON(MIN. SHANK SIZE J45 EMBEDMENT
NT INTO
MIN. HEAD SIZE 300 cm
EMBEDMENT INTO BLOCK
MIN. EMBEDMENT 14")
WITHIN 8' OF EACH END / DRYWALL
IS'O.C. MAX SPACING, a �'i X4' OR VX2' P.T. NAILER
2XSaw
SECURE TO BLOCK W/2-i(A• PIA
'O.SJ5.X 4' MIN.TAPCONBOR CSING(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300 OR JMB ORWINDOW
MIN. EMBEDMENT 1 Y4) TACH TO 2X PER
WITHIN W OF EACH END 1 MANUFACTURER DETAILS.
18' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEEDYI)
DOOR JAMB TO BLACK +1-16 1p"
c WINDOW TO BLACK +1-15/ 6
E, N.T 6.
2X4:m
SECURE TO BLOCK W/ V&'
TAPCONS
(MIR SHAWL SIZE J45
MIR HEAD SIZE 300
MIN. EMBEDMENT 0419
WITHIN 8' OF EACH END 4
NOTE, STRUCTURAL 2X
IVO.C. MAX SPACING,
MUST BE ON OUTSIDE 4
2X6=m
SECURED THROUGH
SECURE TO BLOCK W/2-V
NON-STRUCTURAL'NA'
TAPCONS
TAPCON MR 144
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK
MIR HEAD SIZE 300
MIN. EMBEDMENT I Ye)
8, CMU
WITHIN W OP EACH END 4
Yj' DRYWALL
IVO.C. MAX SPACING
2XSt
1•114' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
CASING
TAPCONS
(MIR SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAM5 OR WINDOW
MIR EMBEDMENT I Y4)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
IB' O.C. MAX SPACING,
NOTE, SHIM AS NEEDED TO
PLUMB JAMB (DO NOT EXCEED Y4 )
DOOR JAMB TO BLACK +2 ��4"
n 1fDd W TO BLACK +2 1X
2X4a
SECURE TO BLOCK W/ j(A'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN 8. EACH END 4
NOTE: STRUCTURAL 2X
18' O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6=
SECURED THROUGH
SECURE TO BLOCK W/2-%-NCI-5TRUCTURAL %,
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE AS
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
cm
MIN. EMBEDMENT I Y49
DRYWALL
WITHIN 8' OF EACH END 1
OR I•X2- P.T. NAILER
IV O.C. MAX SPACING.
2)(8m
�-XW
SECURE TO BLOCK W/2-i(.'
TAPCONS
DOOR CASING
(MIN. SHAW SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
DOOR JAMB OR WINDOW
WITHIN 8. OP EACH END 4
ATTACH TO 2X PER
18' O.C. MAX SPACING.
MANUFACTURES DETAILS.
x01e. e,n rx�o ro rueE Jr� too xer excseole')
DOOR JAMB TO BLACK +3"
%1 T184DOM TO BLACK +3"
t SCALE. KT .
2X4m
SECURES TO BLOCK W/ V&'
(MIN. SHAWL SIZE J45
MIN. HEAD SIZE "0
MIN. Eh15EDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE, STRUCTURAL 2X
18' O.C. MAX SPACING,
MST 15E ON OUTSIDE 4
2X64riiii:p
SECURED THROUGH
SECURE TO BLOCK W/2-TJ(A'
NON-STRUCTURAL
TAPCONS(MIK SHANK SIZE
TAPCON MIN. I-Y♦'
J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
MIN, EMBEDMENT IY4')
WITHIN 8' OF EACH END 4
8, CMN
18' O C. MAX SPACING.
K' DRYWALL
2X8:®
❑
I'X4. OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-V*'
2X SECURE TO
TAPCONS(MIN. SHANK SIZE
UTURAL MEMBER
7t(2A2l'd
.145
WITHIN V OFEACH
MIK HEAD SIZE 300
D 4 6' TO V Or- MAX
MIR EMBEDMENT I Y4')
CASING
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
16' O.G. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED )1)
DOOR JAMB TO BLACK +3"
T>�,AIf TO BLOCK +3"
`fRT
2X4a
SECURE TO BLOCK W/Y.'
TAP'CONS(MIR SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
NOTE, STRUCTURAL 2X
WITHIN 8. OP EACH END 4
MUST BE ON OUTSIDE /
IV OG. MAX SPACING.
SECURED THROUGH
2X6,m
NON-STRUCTURAL 11(A'
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. We,
TAPCONS(MN. SHANK SIZE
EMBEDMENT INTO BLOCK
.145
MIN. HEAD SIZE 300
, cm
MIN, EMBEDMENT I Y4')
• DRYWALL
WITHIN W OF EACH END 1
18' O:C. MAX SPACING.4-MANUPACTURES
X4' OR DO' p.T. NAILER
SECURE TO BLOCK W/17(A'O.S$.
X 4' MIN.TAPCONS
(MIN. SHANKSIZE J45DOOR
CASING
MIN. HEAD SIZE 300MIN.
EMBEDMENT I Y4•)OOR
JAMB OR WINDOW
WITHIN VOF EACHENDTTACH
TO 2X PER
18' O.C. MAX SPACING.
DETAILS.
NOa4 eMM 4f 14eCeD ro VLYe/ JM� roo xer exos j'1
DOOR JAMB TO BLACK +3-7/18'
G 1fOMW TO BLOCK +3-7/16"
ALE, KT .
2X4m
SECURES
4' TO BLOCK WH
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE' STRUCTURAL 2X
IV O.C. MAX SPACING.
MUST BE ON OUTSIDE 1
2X6,m
SECURED THROUGH
SECURE TO BLOCK WA-1/4'
NON-STRUCTURAL j(r'
TAPCONB
TAPCON MIN. I-Y4
(MR SHANK SIZE J45
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 3M
MIN. EMBEDMENT I Y4')
V CM
WITHIN 8' OF EACH END 1
V DRYWALL
18' O.C. MAX SPACING.
VX4' OR DO' P.T. NAILER
2XDs
SECURE TO BLOCK W l 1/4'
' P.T. X 4' MIN.
TAPCONS
CASING
(MIN. SHANK SIZE J48
MIR HEAD SIZE 300
MIK EMBEDMENT I Y4')
DOOR JAMB OR WINDOW
WITHIN 8. OF EACH END 4
TTACH TO 2X PER
18. O.C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUM15 JAMB (DO NOT EXCEED )14')
DOOR JAMB TO BLACK +3 3/ "
H • +33/4
E, KTA
A N C N I T■ C T t
6
Group.
441 N. RONALD REAGAN BLV
LONGWOOD, FL32750
PH: 407.7744078
FAX: 407-7744078
www.abdoeWngroup.com
AA 6: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-8864828
FAX: 813886.2902
IP
UDDIV. StLOSILVERADO
LOT #4
BLK 14
ROJECT#
03719.000— 04141
UODZt4
2795— D
GARAGE INT►MG:
RIGHT
PAGE:
DETAILS
150 MPH EXR. B
DATE.
10/30/20
EICALE: 1/4"=1'—O"
SHEET
D2
PRODUCT
APPROVAL LISTING
-STANDARD
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
-
-
-
-
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
22/31/2020
11473.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
11473A
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
1Z/31/2020
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
13872A
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/32/2020
13872.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
13872.22
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
20456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
10447.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
104465
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
108W.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
12495.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
114955
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
3Z/31/2020
30441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
20531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
1Z/31/2020
10655.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTOR
2017 FBCR
12/31/2020
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12/31/2020
FL 23352
PLYGEM
PANEL WALLS
SOFFIT
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL16503.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL18644.2
MI WINDOWS & DOOR
FIXED GLASS
2017 FBCR
11/18/2022
FL37676.10
MI WINDOWS & DOOR
SINGLE HUNG
2017 FBCR
12/31/2020
FL 25332-R
MI WINDOWS & DOOR
SLIDING GLASS DOOR
-
2017 FBCR
12/31/2020
FLp15353-R4
MI WINDOWS & DOOR
WINDOWS
HORIZONTAL MIJUJONS
2017 FBCR
12/31/2020
FL815353-R4
MI WINDOWS & DOOR
WINDOWS
VERTICAL MULLIONS
2017 FBCR
12/31/2020
FL 15076.1-R
GLOBAL PROTECTION PRODUCTS
SHUTTER
STORM PANELS
2017 FBCR
1Z/31/2020
FL 5684.2 - R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOOR
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.20-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOOR
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOOR
SECTIONAL
2017 FBCR
12/31/2038
FL 5891.3-116
THERMA-TRU
EXT. DOOR
V-8" EXTERIOR DOOR
2017 FBCR
1Z/31/2020
FL 7347.2
THERMA-TRU
EXT. DOOR
8'-0" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7630.2-R7
THERMA-TRU
EAT. DOOR
SWINGING EXT. DOOR w/SIDELTTE
2017 FBCR
12/31/2020
FL 9223.5 - R7
THERMA-TRU
EXT. DOOR
SWINGING EXT. ONE LITE DOOR
2017 FBCR
12/31/2020
FL 5891A-R
THERMA-TRU
EXT. DOOR
SWINGING EXT. DOOR
2017 FBCR
12/31/2020
FL 10758.1-R7
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
W31/2020
FL15216.1-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 30477.1-RS
JAMES HARDIE BOARD
SIDING
2027 FBCR
12/31/2020
FL 13192.1-R
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13223.1-R4
JAMES HARDIE BOARD
SIDING
2027 FBCR
12/32/2020
FL 13265.1-R3
JAMES HARDIE BOARD
SIDING
2017 F8CR
12/31/2020
FL 7006.1-R9
IKO
SHINGLES
30 YEAR
2017 FBCR
9/6/2021
FL158.1
CASTCRETE
STRUCTURAL
LINTELS
2017 FBCR
5/21/2022
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION,
REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020
A I C N I T 16 T 8
6
Groin
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesipgroup.eom
AA A: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33834
PH: 813-886-2628
FAX: 813888-2802
annnm
oumly. at LOT:
SILVERADO
LOT #4
BLK #14
PIRGJA CTIP
03719.000-04141
IaoDZN.
2795-D
dARA318 8W5FG:
RIGHT
PADO
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
DP� 10/30/20
NCALM 1/4"=1'-0"
NICE"
D3
PREFORMED CONTROL JOINT- PLANGE OF CONTROL JOINTS Td
BE URED TIED TO LATH • V
Or- MAX (VERT.1 NM DO
NOT PASTEN C40NTMM JOINT TO
I- I EVm P STUD EXISTS
BEYOND EXCEPT STAPLES W/
SEQI EG CONTROL JOMAISE USEDIN TBP•
OURNG INSTALLATION —�
PAST"" TO BE SPACED
. 1' Or- MAX VERTICALLY
I
THICKSTER) COAT CEMENT
Will LAYER F2, PORTPBER
BULOMG PAPER
APPROVED METAL LATH
PASTEED 01' (VERTJ O= MAX
AT SUPPORTS
UM LAYER %
STUCCO UR4P
WOOD SHEATHING
1 oAp nn
v To v
LATH SHALL NOT
CONTINUOUS CCONTINUOUSIOUS .• ro r
TWFWUGM CONTROL \
JOINTS BUT SHALL
Be STOPPED AND —"
TIED AT EACFI SIDE.
PER ASTM CIB63 PROVIDE 2X4 BLOCKING
T�yy PLACED FLAT MAX 6' TO S'
FROM CCNTROL JOINT WHEN
Nam,\ CONTROL JOINT PALLS ON
l ASTEIERS FOR LATH TO BE NAILS ORi / Stle)CtWRAL STUD
STAPLES IN COMPLIANCE W( ASTM CI111163 r
2. WIRE TIES TO BE (NO. IS) OA416' WINE /
3. BLOCKING SWOM MAY BE IN ADDIT \
To uL4LL STUDS REOWRED PER PLAN
OL IrQD IIalA11D • PI. A
OLPOLO ealM
PT. A
2. CRIAM " P'f. 5
A CIWAM"PR.0
OI. POW 11aLAl10 " PR. A
I at.AAa•Pr. a
TOLD
At
•
® L FOLD MSIIaIID • R. A
2. CRTAM . Pf. e
* CINAM . Pr. C
a. POLO PT. C oVm PT.
0 ILL PT. C Tallow"
1fORQSK NO
4e.
d�
Y'
1aOR0f1
^� WTRHR T.
MAL 1`4W. pQ
fwan.
NOIEt
APPROVED OWL004 uAeAP
SHALL BE LAPPED A MINIMItI OF
6' • VERTICAL LAPS (ROLL
ENDS) 4 6' • HORIZONTAL LAPS,
ALL SEAMS NEED TO BE TAPED
WITH FORTBER SHEATHM TAPE
/ / r net NAP .Herat tarty \ \
LATH VERTICAL LAP TO BE I'
n—Tn
. METAL LATH
UM LAYER 9,
STUCCO I RAP
UNM LAYER -2, •nwP r / I
\ BUILDING PAPER
\ I
I
2 -VAPER LAP
ecaLE. N IR'.1'—
KIC KO UT
DETAIL
i
I
wTM T1aNr MAL rero o1s
.GLOM GQ.re, rvr
Wi
"TALL ICHerour
RA11 IM ANnlM II Q mom s —
e� LAPS OF METAL
PLASTER BANG SHALL
BE SEGUED TO
THEY SHALL BE TIED
BETWEEN SUPPORTS
UTH 00415-N (WTI-MM)
UPS AT INTERVALS NOT
MORE THAN S' (226-MM).
AS PER ASTM CW63
1A.1.
bKm
POR REPAIR OP TEARS
IN UM LAYERS, TEARS
MAY BE PATCHED
IUMOUSE ~ TAPE
PER MANP. SPEC' OR
PEEL N STICK
WOOD STUDS
SHEATHING -
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
Wm LAYER F2, PORTPBER
BUILDING PAPER
UM LAYER'),
STUCCO WRAP
WOOD SEATHMG
WOOD SHEATHING OR CMU
WRB LAYER 01,
STUCCO WRAP (FRAME ONLY)
9' THICK 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOFAUALL SCREED
Z 5'X5' 'L' TYPE CONTINUOUS
Z GALV. METAL FLASHING
7n (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
Y"L" FLASHING
N.T-S.
4'n4' SELF -ADHERING MEMDRAIB?
FLASHING (COMPATIBLE UV WOUSE�'
UNP MATERIAL) OVER
HOR LEGG PE PENETRATION
I
CUT AND OVERLAP ONE SIDE OP
SELF -ADHERING MEMBRANE —
FLASHNG
4•
T 01 STEP 02 FLASHING
INSTALL PASTCNERS(CL
STRAPS, STAPLES) AS
REOLIRED To SECURE
PIPE/ WR3 TO PRAMMG
6.
e'x6' SELP-ADHERING MEMBRANE
RASH MA (COMPATIBLE W/ HOURHOUR MATERIAL)
OVER 4'x4'
SELF -ADHERING; MEMBRANE
PLASHING OVER APPROVED
HOUSE WRAP.
ILASHSiG TO t'eXiENC OMO PIPE
CUT AND OVERLAP ONE SIDE OF
ADNEIfBNG MEMBRANE
UM LAYER').
—eTHcco u1RAP
Om LAYER -2. POR(PIBER
BUILDING PAPER
METAL LATH
—6'PI' SlL.F-ADHERING N'E'BRAN E
PLA64NO OVER 4'A4'
SELP-ADHERING MEMBRANE
PLASHING OVER APPROVED
HOUSE GRAD.
FtaeuMG ro RDRB•D anlTo PIPE
—4514' SELF-ADFERM M$NBRANE
FLAGWMG OVER APPROVED
Mom WRAP.
R-AaHNb To E][TB4D ONTO PR'E
—!6' CONT. BEAD OF SEALANT
—INSTALL APPROVED HOUSEU,R�P AIR
IMILTRATIO N BARtl1IR OVER
SHEATHING
—ELASTCMlRIC C0ATMG OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
CTION PER SECTION RM7
Eelrlar ISSUr10 land 0160"Iren
E>Dedw itte of Portland cernaU planer
shall comply Wth the appNratlon
requlremants of ASTM C 926-12A.
Inslatladon of exterior lathing and frard
shell comply vMh ASTM C 1063-12A.
W Sul
DRAINAGE PLANE (WR5
LATER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFIBER - - - - - -
5UILDING PAPER)
METAL LATH x-x-x-x
STUCCO
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R'103.1.1 / ASTM C-84'1-0%'MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
12 C N I T E C T II
6
GWO
41 N. RONALD REAGAN BL%
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
ktiFA%: 813885-2802
BVBDIV. & LOT.
SILVERADO
LOT #4
BLK 14
PROJECT#N
03719.000-04141
MODEL:
2795— D
OARAOE STUNG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
D TZ 10/30/20
BCALE: 1/4"=1'-O"
NHEET
WA1
BACKER ROD
BACKER ROD
INSTALL 6' SELF-ADHERMG
MEMBRANE FLASHING OVER
TOP, 6IDE(8) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SE42UENr'E OF FLASHING TO BE,
I. BOTTOM. 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY, SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDE6A CAULKING • JOINT
ALL AROLMD
PER SECTION R703.7
EXteda lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
WRB LAYER 1,
STUCCO WRAP
I
1 ..:
.X;
HOODED VENT
]' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 4, POWIFI15EM
BUILDNG PAPER
WOOD SHEATHNG
DRYER
VENT (FRAME)
WOOD SHEATHING
WRB LAYER 1,
STUCCO WRAP
WRB LAYER -2, FORTFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
61 CMU VINYL CASING DEAD
6' RAISED BAND
'•. ♦'' ''• V T A, no -WALL
61 WIDE 6TNP SELF
ADHESIVE FLA6104. CLEAN
MASONRY BEFORE APPLYMG
Z PLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (UJRB
LAYER 01, STUCCO WRAP)
UJRB LAYER e2 (FORTIFIBER ......
— —
BUILDING PAPER)
METAL LATH x—X—x—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-09, MIN, 2.5 LBS.
PER $0. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT is
TOP 4 SIDES
GB DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
I
6' SELF ADHESIVE—
FLAS14W. (INSTALL
PER MANUF. SPECSJ
BUILDING PAPER —
UNDER 'QUICK FLASH'
OVENT PENETRATION
SCALE, N.T.S.
ELEC. METED
VERIFY LO
'7=AA I LW ICCC.CI VC
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
—ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 42, FORTIFIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
NK' TO 7L' MID -WALL
WEEP SCREED
6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
!'GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LASZGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER h,
STUCCO WRAP
WOOD SHEATHR
APPROVED
HOUSEWRAP
BELOW
CUT SUCH TWA'
NO MEMBRANE
ENTERS BOX,
APPLY TO FAX
EDCsE
APPLY E-Z
OVER 6m MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSEGTIC
WOOD /
0ON6TRUCTION
a' CM
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WRB LAYER 4, FORTRBER
BUILDING PAPER
METAL LATH
PASTEN TO WOOD STRiOCTURAL
MEMBER • 1. O.G MAX
x• ro lf' tllQ:l"�'
aeEP aCREED
AP44MIVE FLAaHMG, CLEAN
MASONRY BEFORE APPLYM
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCKI
8'
WRB LAYER 1,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
t
MEMBRANE PLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
AP PROVED UM LAYER
1
STEP 01
STEP #2
i
WRIS LAYER 01,
STUCCO WRAP
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
WOUSEWRAP
STEP #3
vij MEMBRANE FLASHING
UIRB LAYER V, FORTIFIBER
BUILDING PAPER
STEP #4
ELASTOMERIG
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECT(ON)
METAL LATH
STEP 05 STEfi #(o
OELECTRICAL RECEPTACLE
A R C N I T 1 c T•
6
Grows
1 41 K. KVK/W V KCPI 6LYV.
LONGWOOD, FL 32750
PH: 407.7748078
FAX: 407.7744078
www.abdesigngroup.com
AA B: 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-BM2628
FAX: 8134888•2802
IEItMDIV. da LOT
SILVERADO
LOT #4
BLK 14
PROJECT/t
03719.000-04141
MODEL:
2795—D
GARAGE >!WZNG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
DATE: 10/30/20
8CA1E: 1/4"=1'-0"
BHEET
WA2
EXT. WOOD FR
WOOD SHEATHING
WALL
WALL
WARS LAYER h,
STUCCO WRAP
SUB -FLOOR DECKING
WOOD
URS LAYER 42, FOWIFI15ER
CONSTRUCTION
BUILDNG PAPER
PRE-ENG'D TRUSS
°Yi HAT CHANNEL
Twi R3 COAT CEMENT
WEATHER RESISTIVE
w%, TYPE 'X' DRYWAt L
PLASTER
6' SAP, • TOP OF WEEP SCREED
WEATHER RESISTIVE
TO SHEATHING 15EMNO WEEP SCREED
BARRIER 4
4' POSITIVE DRAM
PL 91TER9 GOAT CEMENY 9 VARIES
WOOD SHEATHING
WEEP SCREED
METAL LATH
OARS LAYER M, r
`\
STUCCO WRAP /�
``�`
WOOD SHEATHNG
J' THICK 3 COAT CEMENT '
PLASTER i
`
AM&&-UJFq=-1S0 CUSTOM �
I � FLASHING WRAPPED
• TOP OF WEEP SCREED
TO SHEATHING BELOW
WRI5C
1 AP 01,
\ WRAP
I• ;
4' POSITIVE DRAIN
IICEO VEEn
W I5 LAYER O, FORTIFIBER
NO GAP IN FIELD
BUILDING PAPER
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
^:•.... ,`:':`-�::•;:;'
6' SELF-ADHERENG
FLASHING WRAPPED
�, (
STUCCO WRAP,,
A,CORNER OF CANTILEVER
AMICO AMW6-UF=-MS®
CUSTOM CASING BEAD
4' POSITIVE DRAN
I "" nese ar-�EEn
No GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
10A DTL. ® CANT.
SCALE, 1 1/2'•I'-®'
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-84l-09, MIN. 2.5 L55.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER h
RESILIENT IH.TCHANNEL--VBARRIER RESISTIVE
�-I' THICK 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK 3 COAT CEMENT
(2) 2x12 HEADER
PLASTER
VINYL CASING BEAD L NO GAP IN FIELD
(SHOU N FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
j' THICK 3 COAT CEME
PLASTER
VNYL CORNER BEAD
0 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WR5
LAYER "I, STUCCO WRAP)
WRB LAYER 02 (FORTIFI5ER — - — - — - — —
5UILDING PAPER)
METAL LATH x—x—x—x
STUCCO i :l
SELF-ADHESIVE FLASHING — — — —
3' X 3' 26 GA GALV,
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL 4 STICK)
SET IN FULL BED OF
6' PEEL 4
SEALANT, )§' MIN.
STICK • DRIP
SPACE FROM DRIP
EDGE TO
FACE TO TREX
DECK
Y♦' GAP FOR BACKER
1141xl %, P.T. OR SIMULATED
ROD 4 SEALANT
WOOD (TREX) FILLER
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING lot I
WEATHER RESISTIVE
LAYER (2 LAYER PEEL 4
r, BARRIER h
STICK) WRAPPED FROM
WEATHER RESISTIVE
BALCONY PECK TO
BARRIER 42
CANTILEVER'S
6' PEEL 4 STICK • '
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
SUB FLOOR
EDGE
MaCILMERM
3' X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
8R'ULATE
SEALANT,)§' MIN.
WOOD (TREX) FILLER
SPACE FROM DRIP
CONTINUOUS
PACE TO TREX
Y4' GAP FOR BACKE
VINYL CASING BEAD
ROD 4 SEALANT
WATER PROOFING lot
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
i' THICK 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED 4 PAINTED
WEATHER RESISTIVE
FINISH
BARRIER M
WEATHER RESISTIVE
1' THICK 3 COAT CEMENT
BARRIER 42
PLASTER
VINYL CORNER BEAD
4' POSITIVE DRAIN
nEEP AGWI
VINYL CASING BEAD I GAP N FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY
DRIP
11 EDGE INSTALLATION
I
A' GAP FOR BACKER
ROD 4 SEALANT —
VINYL CASNG BEAD
WOOD SHEATHING
7LUMN SHEATHING
5ATHER RESISTIVE
ARRIER 9
EAR RESISTIVE
AWMER •2
SAP. \
-EEL 4 STICK
I Wx3' 'L' FLASHNG
FULLY EMBEDDED
IN ROOF CEMENT
I W X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
FACE TO. TREX
WEATHER RESISTIVE
6ARRIER'I
WEATHER RESISTIVE
BARRIER 4
EXTERIOR COLUMN
r,1W°.
COLUMN SHEATHING
6' BAP.
4 STI
1)6'x3' 'L' FLASHING
FULLY OMBEDDED N
ROOF CEMENT
I )§' X 3' 26 GA GALV.
METAL DRIP EDGE
OR SIMULATED
SET IN FULL BED OF
K) FILLER
SEALANT, )§' MIN.
SPACE FROM DRIP
Yi GAP FOR SEALANT
OPT. BACKER ROD. -
MODIFIED w
3/4 RESILIENT
HAT CHANNEL.
5/S' TYPE 'X' ORYWALL
W/TEXTURED 4 PANTED
FMISN
i' THICK 3 COAT CEMENT
PLASTER
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
I' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHNG
W POSITIVE DRAIN
VEEP SCREED
VNTL rsPWjRR BEAIQ:J l (SI.IO N FOR CLARIFICATION GF
VINYL CASING SEAD SEPARATE ACCESSORIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
!w/"T" WT AcuTT.TOII
2x FRAMING MEMBER
WRB LAYER M, " y
STUCCO WRAP '
THICK, 3 COAT CEMENT
WOOD SHEATHING
PLASTER
WRB LAYER'S!, IFIBER
BUILDING PAPER 4
2 1/2' CORNER BEAD
;
WRB LAYER 9,
FASTENED TO $HEATHINCs
METAL LATH a
I STUCCO WRAP
1' O.C. MAX.
;
THICK, 3 COAT CEMENT ?
i
I UJRB LAYER 02, FORTIFIBER
N
PLASTER
BUILDING PAPER
WRB LAYER 01,
(P'SELF-ADHERING—
10
METAL LATH
STUCCO WRAP
FLASHING 7
'I
'EXPLODED J' THICK, 3 COAT CEMENT
UJOOD SHEATHING
IEW FOR PLASTER
Z
CLARITY)
METAL LATH
DRIP CAP '
11D DRIP EDGE I �
n U)RB LAYER F2, FORTIFIBER
INSTALLATION U BUILDING PAPER WINDOW FLAWIE
WOOD CONSTR,ICITON
.WEATHER RESISTIVE
BARRIER M
-WEATHER RESISTIVE
BARRIER -2
`J' THICK 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PANTED
WOOD SHEATHING
FMISN
THICK 3 COAT CEMENT
HEADER/BEAM
PLASTER
VINYL CORP. 4'
VINYL CORNER BEAD POSITIVE DRAM
WREm V`QEED
VNYL GASIING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@aRIE EDGE INSTALLATION
14A CORNER BEAD ® FRAME
CORNER BEAD
(FASTENER 4 SPACING ® "I' O.G.)
iv
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1/ � p\CORNER BEAD Ce? BLOCK
WRB'LAYER 7,
STUCCQ UIRAP
WRB LAYER Q, FORTIFIBER '
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
b'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
15B CASING BEAD ® WINDOW
( FRAME, NO BAND)
m LONGWOOD, FL 32750 -•
PH: 407-7748078
FAX: 407-774.4078
www.abdeWokgroup.com
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862628
FAX 81388B•2802
�0000m000�.
8vsDrv. & LOT
SILVERADO
LOT #4
BLK #14
PROJECT/
03719.000- 04141
MODEIe
2795—D
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
Dwt'E 10/30/20
aI;EET
WA3
WOOD SHEATHING —�
WRB LAYER "I,
STUCCO WRAP —�
WRB LAYER 02, FORTIFIBER
BUILDMG PAPER
METAL LATH
i' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING—
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
X. GAP TYP iii' THICK, 3 COAT CEMENT
PLASTER
CASING BEAD
TO TRIM METAL LATH
IX TRIM MEMBER
SEALANT
i STUCCO TO
TRANSITION �FORTIFICER
M
WOOD SHEATHINGSIDING
IWILOWRIB PR
Ii
SIDING WOOD SHEATHMG
U1RB LAYER *I,
!elkx
�.r=
STUCCO WRAP
WINDOW FRAME —
1 WRB LAYER 02, FORTIF15ER
BUILDING PAPER
1
METAL LATH
!EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB LAYER M, —
STUCCO WRAP
VINYL ANGLED
WR3 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATW
J' TI-IICIC, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD ® WINDOW
(15CF
(FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
WOOD SHEATHING
WRB LAYER 41,
STUCCO WRAP
`— CASING BEAD
Co' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
W100D OONeT14WCTION
�—
BEYOND
W COP SHIATHMi
WEATHER REeIeTIVE
BARRIER
l
WEATHER FINIMI IV!
BARRIER 4kPAL
610M
�
61 OLF—FERMG
DEIF"6TIVE
STARTER &TRIPlR
�61STIVE
BARRI
W III-AOI-ERINGTAL
au1LV V PETAL _
W FLAeHMG
. Io v - — &Ten
W D TRIM MET'IEER
' XOeTRAMB"IDER
GAP
\ / OR APPIeOEWCAUVED l ING
LANT
CAGM
SIDING TO STUCCO
® BLOCK TO FRAME
� 9 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-09, MIN, 25 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LATER 01,
BE�T'EICT
O
WRAP
�ymSTUCCO
� � -
I'IEeIOTIVE —
�R
WRB LAYER *2, F-ORTIF15ER
Mae
BUILDING PAPER
W &ELF -ADHERING -
PLA8HM6
METAL LATH
eTAR(EReTIW—
(EXPLODED° THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
CASING BEAD (5) RAISED
S17A��
BAND (FRAME)
SCALE: 1 1/2'z 1'-0'
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
a
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/%' FLEXIBLE PVC BACKER ROD)
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
2X FRAMING WOOD SHEATHING
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
------------------------ -------- f _______________—_
Y4' GAP TYP a' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANTS . % TO WINDOW —METAL LATH
'— WEATHER RE816TIVE
BARBER 9 TO LAP
\ ems' FTMI ABOVE TOP
'-WEATHER W."TIVE
BARRIER ,
L MATHER 1101"TNE
BARRIER @
`'zAL
IWY X ♦ Torp
R OF r FLAWING
E-i BEAD VMYL CAfim I� T�
(umv FLEXIBLE PVO / , ui3ooeT; YEMpER
BACKER ROD) \ ' GELP-ADFERMO
e' BELF-ADHERING I I PLA014M6
FFxLAGWMA. CLAP ULJCAULVJ
\
CEFIENT .4�lTER \\\ I OR APPROVED WA
R I,IF.61eTIVE `i RIPIRMTIVE
MARIBOWEATHER RESISTIVE E-2 eem VMri cA
BARRIER 4 (!
p q(B4 BOOPNC
SIDING TO STUCCO WEATHER
0 FRAME TO FRAME
TRANSITION
1 c7
WRB LAYER 42, FMTIF15ER
BUILDING PAPER
WINDOW FRAME
WOOD SHEATHING
WRB LAYER 7,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING
(W/fie' FLEXIBLE PVC BACKER ROD)
MEMBER
•APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
EZ BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER e2 (FORTIF15ER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
SELF-ADHESIVE FLASHING — — — —
-w. KVPINLV ItCPNiNw DLVV.
LONGWOOD, FL32750
PH: 407.774.6078
FAX: 407-7744078
www.abda18n8roup.mm
AA 8: 0003325 J
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 33634
PH: 813886.2628
FAX: 813886-2902
llIUDDIV. ac LOT
S ILVERADO
LOT ##4
BLK 14
PROJECT�i
03719.000-04141
MODEL:
2795-D
GARAGE SWING
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ol
NOV
Dw1P1E 10/30/20
8CALE: 1/4"=1'-O"
SFIEET
WA4
0
CUT HOIBE~
AT 45' ANGLE
MOMED 11. OUT
N wousm~
AN'PICVED wOUSlYAeAP
OVER AMNATMNG OVER
w SnD WALL
STEP 1
INSTALL 6
SELF-A"F0,10
PLA64M OV2R
NAILING FLAW AT
JAMBS
EXTEND ASH
r BELOW eL�
FLEXIBLW
XIBLE PLAS11N6
DO NOT MAL. BOTTOM
FIN
OIli9 t 0 w:
TEIFORAIELY
FOLD -RP 4 NO
wol ev~ (0
TUCK FLAP UNO
At HEAD
FOLD WG%NM
N AT JAM06 4
SLOPE SILL R
JMbTALL VINYL
CAP
STEP 7
ALkNN PLASHING
IW INT. EDGE OF
SLL RO.
MECHANIC -ALLY
FASTEN FANNED
ernes. (CAP
NAILS. STAPLES)
INSTALL DUPONT
ILIDWRAP AS TF
PLAANN4 AT THE
POLO MOUSE~
Doulm 4 TAPE
DIAGONAL CUT A
ACRW6 FEAR OP
WINDOW
V SEALANT AT
L41,106 AND MEAD a
44PLY TO BACK OF
ANDOW MAILING
LANGE N LINE W)
'I!-FINCFED
NOLE6 OR Korn
INSTALL 6' WDE AON6NVL'
BACKED 1iDUBLE K.ASMN
MATERIAL OVER DRIP CAP
JONT(PROTECTO-WRAP
BT-20)(L a mdURV)
STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
STEP 4
L IT N THIS CONTACTORY RCSPONNBRLTY TO VM-r
TIE COMPATIBLRY CP ALL PRODUCTS NQ.IDNG
HOUSEURAP. SEALANT6 N SELP-APNI RING
PLADHN6 MATERIALS USED DURING COWTR)CTIOK
2. INSTALL ALL MATRIVALS PER fUMPACTUPER6
SMITTEN SPECI4CATk2NS,
WRtWk SCALANTS MAY REACT ADVERSELY F NOT
COMPATIBLE
GLEAN AND REAL JAM15 TO BILL JONTB WITH
OOW It" FOLLOWNG CCMPLETICN CP
EXTERIOR RETROFIT WCRK
REPAIR
60IEME SNOUN &HALL ME
IMPLEMENTED AT ALL WNDOWS WITH
EVIDENCE OF WATER INTRUSION DELOW THE
WWC>CIU OPENING
REAL INTERIOR PERIMETER OF WINDOW WTH�
SEALANT
I I /11n�ies., I
FAX: 407-774.4078
www.ebdeai®Igroup..
AA N: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336M
PH: 813.8862628
FAX: 813$88.2802
SUBDM S. LOT
SILVERADO
LOT #4
BLK #14
PROJECT#
03719.000-04141
MODEU
2795-D
GARAGE 8VA-
RIGHT
PAGE:WALL
ASSEMBLj
DETAILS: WIN
FLASHIN
150 MPH EX
7074
DATE'. 10/30/20
»CALM: 1/4"=1'-0"
8HEET
WA5
2x6 SUB-BANb
W/I'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE !�\
I\
'1/8' TEXTURED
FINISH a.WOOD
1/2' TEXTURED
FINISH a CMU /
METAL FASCIA \�
WRAP Ya' FROM
STUCCO, I' FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
\� NOTE: NOTCH FOR 2X6
SUB BAND ONLY
®ELEVATION
1/8' TEXTURED
FINISH • WOOD,
V2' TEXTURED
FINISH • CMU
x
METAL LATH
x x x
x x x x x
METAL FASCIA WRAP
WOOD SHEATHING
x x x x x xOR
z
WR$ LAYER 01,
x x x x x x
STUCCO WRAP(PRAME ONLY)
x x x x x x x x x x x x
—
WRB LAYER 4, FORTIF15ER
K x x x x x x x x x x x x x
-
BUILDBVG PAPER
(FRAME ONLY)
x x x x x x x x x x x x x
FRAME OR CMU
2X6 5UD RAND
;It
ROOFING CEMENT
x x x x x x x x X X X
x x x x x x x x x x
J
FELT PAPER
DRIP EDGE
x x x % x x x x x x
DRIP EDGE
METAL KICK OUT
x x x x x x x x
x x x x x
(REFERENCE POINT
ONLY FOR WALL OFF
x
SET OF COMPONENTS)
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
EDGE, I' OFF WALL
INTO STUCCO)
i-- — '1/8' TEXTURED FINISH a
/WOOD, 1/2' TEXTURED
FINISH a CMU
�! 2x6 SUB -BAND W/I'x4' NOTCH a
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
SUB BAND DETAIL® WALL
s•
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
x
x d1..
...
x x
x x x x
x x x x x x
x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x x , ... .......:.. .. •.
FRAME OR CMU
PRE-ENG'D TRUSS TO BE CUT a
x x x x x x x x x x x x x
:,
WALL KICK -OUT FLASHING
WALL LINE TO AVOID CONTACT
x x x x x x x x x x x '
FELT PAPER
W/TEXTURED FINISH
x x x x x x x x x x
2'x4'x4'-0'
x x x x x x x x x x
DRIP EDGE
SCABBED TO TRUSS
x x x x x x x x
W/12d NAILS 6'-8'
x x x x x
(REFERENCE POINT
O.C. MAX.
x
ONLY FOR WALL OFF
SET OF COMPONENTS)
2x SUB -BAND W/I1 'x4'
oo NOTCH a END
' ,
METAL FLASHING, WRAPPED
j
MIN. Ya ABOVE BOTTOM OF
.y.
DRIP EDGE
2x SUB -BAND
METAL FASCIA WRAP
WAYx4' NOTCH a
®PLAN
DRIP EDGE
D IN
FEEL 4 STICK
EXTERIOR WALL
ROOF CEMENT a
(FRAME OR CMU)
ROOF EDGE
OMITTED FOR
SUB BAND DETAIL ® WALL
CLARITY
W/KICK—OUT
1441 N. RONALD RF.AGAN SLVO.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdwIgVoup.00m
AA N: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813A86-2628
FAX: 813-SM2802
�UININII
9N1111111?
SVHDIV. & LiOT.
SILVERADO
LOT #4
BLK #14
PROJMCT#
03719.000-04141
MODW.
2795—D
GARAGE STIIMG:
RIGHT
"A" 'WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
Dw 10/30/20
QCALM 1//4"�=?1'-O"
Yd HV
A t G N I T I C T a
27'-2"
----TE1----
I
r---
FM-16X18
F2-30X30
8'4"
10'-3"
3'-2"
3'-5
m
4" CONC.
w
~
wa
O
SLAB
LL
a
Y
F1-30X30
CHASE i
/
J
v
FM-16X18 EXTEND
J
1"PVC CHASE
ELEC. (8)
J�
1
SLAB 1 tl2"
[FOR
ISLAND
1.1
�Q O
aj
_
TOP OF
SLAB
it
f i
T-2" I
TE1J
i�
i
°D
i/r
wI *31/2"
m
/
i
12
.1
i Jr
;r
1.1
I
it
rr
ri
mI
/r
I.
1.1
t
29'-4"
20'-8"
2'-8"
CONT
SLAB
01-0" m
FM-16X1B
EXTEND P
SLAB 1 1/2" 'h
v SLAB q
TE-2— _ -3 1Y2" m
,0,51/2" SLOPE 1W `Q
.�. \ PER FT.
iv 2
y
mI
LLI
g71Y2"
T FM-1— _
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +4-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4, REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 112" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATES #5 BAR, MINDICATES #6 BAR,01NDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90"
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE,
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm =
2,000 PSI, TYPE "M" ORS- MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR W WM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARKS
6.6 W1.4zW1.4 OVER
GENERAL
3 12"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-16z18
16"
CONTINUOUS
18"
-
(2)#5's
FMC-16x18
16"
CONTINUOUS
18"
-
s
#5 IN CURB
VARIES
F1.24z24
24"
24"
12"
a
e
-)8"BELOWGRO
TE-1
8"
SEE PLAN
8"
-
s
(- 0•-4^
TE-2
8"
SEE PLAN
8"
-
s
-)0•.p-
CWC-12X12
12"
CONTINUOUS
12"
-
s
#5 IN CURB
VARIES
F1-30X30
30"
30"
12"
(3) #5'e
(3) #5's
08" BELOW GRD
F2-30X30
30"
30"
12"
(3) #5's
(3) #5's
-)12" BELOW GRD
FOUNDATION PLAN
SCALE: 1/4" = V-X
PH: 407-774.6078
FAX: 407-7744078
www.abdeoWkgroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813SM2628
FAX: 81328-2802
amm
UBDIV. ae LOT
SILVERADO
LOT #4
ELK #14
PROJZCT*
03719.000- 04141
MODEIt
2795- D
GARAGE BWMC;:
RIGHT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
r
10
s1
30'
MIN. EACH WAY
• MONOLITHIC FOOTING
i
pa
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
'
CELL SEE PLAN FOR SIZE AND
< 1
CELL SEE PLAN FOR SIZE AND
a
SPACING REQUIREMENTS
SPACING REQUIREMENTS
a:_ o
C
Qw
m
I
�a11r� •.-
GARAGE DOOR
w
U
W
w RECESS
L FM
rail i
8^CMU WALL
O W
8" CMU WALL
I > CORNER BARS, SAME SIZE AS LARGER BAR
LU
O
i
IN FOUNDATION WITH 30" LEG EACH
'
w U
TOP OF SLAB
0'-0'
TOP OF SLAB
7- d i�' ( WAY AT ALL CHANGES IN DIRECTIONS
I° °I SO THAT THE STEEL REINF. IS CONTINUOUS
y
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
f
SEE SLAB SCHEDULE
- ey
- V 5
. IILL
''
MASONRY
EXT. PORCH SLAB
4"CHAMFER (1-STORY)
+
EXT. PORCH SLAB
SEE SLAB SCHEDULE TOP OF GARAGE
a. CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
UNITS SET
`-=p. AT ELEV:
W/ 1/2"ISOLATION ,-
(WHERE a
L
6" CHAMFER (2STORY)
1/2" ISOLATION
�� 4" CHAMFER (1-STORY)JOINT
`^�°' 6" CHAMFER (2-STORY)
`"^`•�����"a
.:
APPLICABLE) i
SEE SCHEDULE #5 30'
JOINT (WHERE
APPLICABLE)
i
° EE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
i
FOR WxD, BAR SIZE 36„
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY
AND BAR QUANTITY
NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), LINO
MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
OEXTERIOR
SCALE:34"=1'-0"
2
@GARAGE SCALE:3/4"=V-0"
CORNER BARS DETAIL
4 DOOR OPENING
SCALE: 3/4"-1'-0'•
SCALE: 3/4" V-9'
LAP TOP PLATE A MIN. OF 48"
LAP TOP PLATE A MIN. OF 48"
AND NAIL WI 16d COMMON
AND NAIL W/ 16d COMMON
HEIGHT HT
NAILS, 2-ROWS, 4" OIC BTM. VERIFY H
VERIFY HEI
HEIGHT
NAILS, 2-ROWS, 4" O/C BTM. EI
LAP TO OCCUR OVER STUD OF WALL
LAP TO OCCUR OVER STUD OF WALL PLAN
w
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
w
O IL I
No 2 STUDS SEE PLANS FOR
SECURE BT. PLATE TO SLAB W/
PLANS FOR SPACING. SINGLE
m NEW REINF. BAR
SPACING. SINGLE BTM. PLATE 1f2"x4' WEDGE ANCHOR Wl2"
BTM. PLATE TO BE PT.
O SECURED W/ 2- PART
TO BE PT. PROVIDE DBL. TOP
WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO
2" CAPPED
a I EPDXY. MIN. EMBED
PLATE EPDXY 5-1/2" EMBED. MIN. 0 16" OC
Od MASONRY
NA'LSLABB7 11./C STAGGERED.
GALVANIZED PIPE
UNO
< p
SIMPSON SPH4 OR SPHB MAX.
ADDITIONAL METAL
W/FLANGE ®BASE
FOLLOW ALL MANF.
_ SPECIFICATIONS FOR
x 1
CONNECTORS NOT
a1 I
USEAND
ANCHORS WP Od 1/2"
REQUIRED WHEN NO
X
M
_
PREPARATION OF
COMMON NAILS FILL ALL U)
HOLES, DO NOT USE 10d w
o UPLIFT IS PRESENT.
HOLE.
K
x 3" SEE SLAB SCHEDULE
W SEE SLAB SCHEDULE
SECURE FLANGE TO
J
SLAB W/(4)1/4". X 2 1/4"
'cq' O OJT'
. 0, 0"
TAPCONS
pQQ•
TOP OF SLAB .. , ;
TOP OF SLAB
4"CHAMFER (1-STORY)
°•. °`••.
- `�— •�'.—° .�^° - -
6" CHAMFER (2-STORY)
EQ. EQ. SEE SCHEDULE
EQ. EQ. EE SCHEDULE
FOR WXD, BAR SIZE
it FOR WxD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
INTERIOR CURB FOUNDATION WOOD WALL
5 BOLLARD
6
MONOLITHIC FOUNDATION
o
V SCALE:34"=1'0 (NO UPLIFT)
3QALE:34"=+'-0" (W/UPLIFT)
SCALE: 3l4"=1'-0"
SCALE: 3/4"=1'-0"
LAP TOP PLATE A MIN. OF 48" --��
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
20 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
i
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
o.
BTM. PLATE TO BE PT.
SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
PROVIDE DBL. TOP PLATE
16" O/C STAGGERED.
a,
Q w
ADDITIONAL METAL
m U
CONNECTORS NOT
IL
REQUIRED WHEN NO
UPLIFT IS PRESENT.
0: rn
O
8" CMU WALL
`50"
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
8' a'
VARIES
3' , 3'
- _ _ TOP OF SLAB
SEE SLAB SCHEDULE
��o`
-
(
2X WALL FRAMING
.- 0'-0"
TOPOF SLAB
.e<
i
SEE SLAB SCHEDULE
•
1/2" DIA, SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
��LL
.. p
°
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
-
° • CENTERED UNDER WALL AND
16" O.C. VERTICALLY MAX
m
POURED MONOLITHICALLY WITH
__
FOUNDATION AND SLAB
SEE SCHEDULE
'° °5
SEE SCHEDULE
1#
FOR WXD, BAR SIZE
/ FOR WxD, BAR SIZE
AND BAR QUANTITY
�
✓ AND BAR QUANTITY
SHOWER RECESS FOOTER
INTERIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
12 SCALE: 1"=1'-0"
scALE:34"=1'-a' NO UPLIFT
( )
1
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 3l4"=+'-0°
11 SCALE: 3I4"=V-0"
1 R C N IT It T•
6
GrouSoL�
41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774.4078
www.abdosigngroup.com
AA N: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134UW2828
FAX: 8134M2802
BUDDIV. at LOT.;'
SILVERADO
LOT #4
BLK #14
PliOJECT*
03719.000-04141
MODEL°
2795-D
GARAGE BVnNG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
16
DwR �r 10/30/20
8CAL.E: 1/4"=1'—O"
BHEET
Si.
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR WI 10" HOOK
GROUTED BOND BEAM
TIE VERTICAL REBAR
VARIES PER ELEV.
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
Z a
-J, VARIES PER ELEV.
•-
a
o_
.Io•
O
Q
O
�
#5 BARS
■ m
m
10" HOO
a ..�_e
'° 0.
7-4
�, �,,-a
a..
�_°
'.
8�•
.
°
0 CLEAN OUT REQUIRED
m
1,-D„
O: FOR INSPECTION
m
.
Q
�L
zd:
I
M 0'-0" FIN. FLR.
0
<a TlE RTICAL REBAR��;
°
3 TO HORIZONTAL
R
REBAR W/10"HOOK
BAR SIZE 48 BAR DIA.
ZW
p
#3 18"
#4 24"
#5 3
Q
CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
BAR SIZE 48 BAR DIAOFFSET METHOD CONTINUOUS
#6 38" 6'
#T 42"
METHOD
##44 za"
�/�`
MASONRY SYMBOLS
HORIZONTAL/VERTICALHORIZONTAL/VERTICAL
#5 30"
* 3
SCALE: 3/4"=V-0"
REINFORCING
REINFORCING
SCALE: 314"=l'-0"
;!121 42"
SCALE: 3/4"=1'-0"
A R C N IT I C T•
6
Grouso
441 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-7748078
FAX: 407-7744078
www.abdealoup.eom
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 SEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
FAX: 81388&2.2
OINIIIIIII
SUDDIV. k LOT:
SILVERADO
LOT ##4
BLK #14
PROJECT#
03719.000— 04141
MODEL•
2795- D
GARAGE 81WWO:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H1 OA OR LGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4•).
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" • x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE 6
DESCRIPTION
REMARK
Q
(2) 2X12
2Q
(2) 2X8
BEAM SCHEDULE
RZZEM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
EMARK
DESCRIPTION
(pal)
WI'%H,
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
MASONRY
3D00
8x8
(1)#5
N/A
GROUTED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
& PRESTRESSED
U-LINTELS
Glms�eSR
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
4G2me�.`wem
SAFE
LOAD
��A
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
WRm
3Ftam
*I—
*I—te
anon—
aesm
rmm
TYPE
LENGTH
B1Jg
an
TYPE
LENGTH
r++T
rsm
SFta7T
amm
arts-7T
arum
enalr
moor
ri4tr
ra4m
pWatr
one
watt
mmm
BtlO
elan
ma
rate
masts
ra4te
ermu
erazu
3a (4z') PRECAST
2231
3W
IM
Nm
SW
seal
mIm,
34r (47) PRECAST
to25
1024
,595
9d (42) PRECAST
1m
2m
=4
4m
aw
Nm
70M
m4w
4113
7f17
w4
1mM
Item
1m
no
3m4
404
mm
etas
im1
4-0' (4B) PRECAST
ties
2m
zm
aw
4m
ow70e4
ow
4d• (481 PRECAST
7e5
703
1300
4'47' (4V) PRECAST
Ism
mm
mm
mm
we
sm
mm
4w
Will
7047
W4
1004
,tam
Im
ms
mm
m s
40M
ma
am
44S' (64� PRECAST
1899
tm
2110
mt
aim
4m
Nm
OM
V-S' (54-) PRECAST
592
501
1073
W-r (641 PRECAST
tam
Gem
mp
San
4w
m1
atn
2w
We
Nt3
7w
Wm
tom/
I,w
1207
Tom
Gip
mn
40a
4117
mn
94• (e4� PRECAST
1217
Iw
Nm
Iw
mma
wW
4w
84' 8149 PRECAST
Itt
111
Too
Sd• (e4D PRC"G18T
im$
171
Gam
sm
msm
4m
lass
m
m
iw
tNe
1715
sin
mm
330
am1
4m
S•10' (107 PRECAST
1082
tw
1175
,ml
m
mm
m
mon
8.10' p6"1 PRECAST
940
39B
SM
6'-t0 0'0'1 PRECAST
1m7
2w
f107
m0
4133
1mt
Sm
4m
r1w
not
ma
m
tm
I aaeo
1 mm
ami
1 am
Nm
6 Y PRECAST
i0e
US
2177
3m
mt
UP
4m
OWw
841' f76") PRECAST
507
nt
4B0
84f (7e7 PRECAST
im
3Md
VIZ.
,m
2m
3m
am
an
sw
m
tip
,w
2w
ino
I sm
I M2
T4S' (On PRECAST
743
1NI
"il
1Re
m2
2m
2m
31p
3w
T-0" (90') PRECAST
424
534
303
T-W (90") PRECAST
727
1
t
mm
21f
mm
I7m
mt
7em
wi
am7
nn
7p
Ill/
1w
am
Mae
np
3m
9'1• ,t PRECAST
(
664
w
Hm
"a
2m
3W
2Ne
am
V4• (17� PRECAST
920
612
280
94• (»T) PRECAST
w
7ae
t
1474
itp
Mm
7m
Iim
/w
ml
aw
mIW
aH
m
,3m
1w
tm
im
m19
104! (, PRECAST
476
m
m
nl7
2m
ill/
2/m
ma
104r (12r) PRECAST
264
401
190
t04r (12e•) PRECAST
m
en
Wn
1101
IOUs!1
2911
w
NO
1m
2w
Mt
4744
m
w
1100
14n
Im
mm
2m
11'4• (13n PRECAST
382
m
w
Im
1m
am
Siff
4m
11'4• (13r) PRECAST
290
462
164
IT-C (136') PRECAST
474
w
w
mp
m
,N
,
m
w
tm
tw
Sam
Hm
4w
4M
m7
tm
Am
,ww
itn
174T (144� PRECAST
337
w
m
1m
m/
S,m
Sm
am
17-0• (144') PRECAST
244
402
137
17-W (144') PRECAST
4n
4m
1M
M.
„
,
,w
w
m
12"
im
210
ms
7am
4n
w
w
tm
lamw
1e11W
mfe
1$�• (teD') PRECAST
tie
474
7m
Im
im
Im
nis
rm
1S'4' (18D") PRECAST
217
324
110
13.4' (1eo) PRECAST
4u
m
w
im
m
1
an
m
n
we
"a
mmu
m4s
w
w
tw
u
tw
iV4Y (1M PRECAST
�p
4M
m
mm
,m
Iep
—
m0
t4'4r (188) PRECAST
206
293
100
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m
w
so7M
w
I
"m
442
me
tam
1m
Im
21m
mo
410
4m
717
tom
,
I
imNRNR
14'"9' (17e') PREB11iF.8 D
N.R
NitRR
m2
NRwR
14%r (17e0 PREST
NR
254
91
I r r' (imPRES PRESTRESSED
m
an
m
m
MA
m
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m
I
m
1N
17m
1n/
4m
m
an
ton
9w
m17
Ati
16'4• (1M� PRESfAE88E0
N.R.
M
M
tai
IIl
ml
M
M
IISC (184-) PRESTRESSED
N.R
289
0
164' (1841 PRE
ml
m
am
m
im
Rt
1w
412
7m
tm
17m
fOm
fw
m,a
17.0R
(20B') PRE811itG18ED
N.R.N
NR
Hl
aR
mt
iR
NR
tTa• p?oe') PR6H'IRE85®
N.R.
194
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Mnfa12•) PREBIPFSBW
N.R.
iR
AR
1el
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194• R32") PR�IRESBED
N.R.
14e
62
1V4' (232) PRESTRESSED
in
tm
m
m
1..
sA
M7
ew
1
747
Ilil fW
m
4m
tm
IW
tm
Iw
me
21'i' 1266'1 PRESTRESSED
N.R.
Ml
MR
tR
NR_
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NR
IR
NR
2'R4• W PRE
N.R.
125
42
214' Mn PRESTRESSED
,m
1m
m4
m
4m
ixt
w
w
w
INS
tm
w
m
NR
,tR
tw
era t2e4) PRE8TRL
NR
iR
IR
mt
Nit
na
ma
M
27-V CM-)
NR
tie
40
22-0 (264') PRE81PE98LD
Ip
Ip
tp
m
4m
w
w
w
M.
m
,m
w
m
784
,op
tm
,m
2Y4Y ( PRESTRESSED
NAL
""
ig
""
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24'4Y 06169 PRESTRESSED
N.R.91
39
2t'-0' (2ee') PRESIREBSED
,M
IN
to
m
3ta
4m
4u
w
wi
7W/
aer
w
,m
m0
4m
ON
m
,w
/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
REBAR.
ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATION-CASTE-CRETE
ONISION ACCEPTANCE M 16-0126.03
---------------------------------------------------
a 8F16-1T/0M/1B 8F16-1T/0M/0B
0
o
LL �
m
8F16-1T/0M/1 B
♦ 10,-6"
UNO, PROVIDE BB1 WHERE
ROOF TRUSSES BEAR, TOP
OF WALL EL. 9'4', LINO,
I
,
j
j
40
�
I
/
J* 8RF14-
1T/OM/OB /
/ 41.W
♦♦♦ /
♦♦ ♦♦ /
I
FH5 I ♦ ♦ ♦♦♦v
♦ 1
8F36-1T/0M/0B
8F18-1T/OMNB 1 1
9'-4•
r- -
*---------r•
01
LIFT BEAM PLAN
SCALE: 1/4" = V-0'
1
1
1
1
1
1
1
1
1
A 1; 6 N I T I C Tt
6
GWO2
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdes*igroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA. FLORIDA 33634
PH: 813�88B-2628
FAX: 813-886.2802
SUBDIV. as LOT
SILVERADO
LOT #4
BLK #14
PROJECT#
03719.000-04141
MODZIA
2795-D
GARAGE 811111ING:
RIGHT
PAGE:
LIFT BEAM
PLAN AND
NOTES
150 MPH EXP. B
IF
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"X8"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3. HE GATE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
r\G� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x1 S"
OJ(T' S. SHOULDP
OF OM BOND BEAM
BOND BEAM OMITTED AND A LINTEL PLACED. THE STEEL
COURSE IS IS
FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OF THE LINTEL. 8"
/ A\�• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
/
2 __bbF�G BX16 DBL. BOND TOP OF
BEAM W/ (1) #5 BAR BOND BEAM
/\O EACH COURSE
•
G 8X8 BOND BEAM
30" TYPICAL
W/(1)#5 BAR .`; BOND BEAM
F = FILLED W/ GROUT
.\Y\O U =UNFILLED GROUT SOLID FROM TOP
3A� NOMINAL LINTEL TO TOP OF BONG OF OPENING
#5 BAR IN BOND BEAM
WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.
BEAM COURSE SEE NOTE 5
CORNER
g \ pE0 16-1 T/ 1 M / B 8x8 PRE -CAST CONCRETE
LINTEL W/ (1) #5 BAR (L2)
tQ F� HEMIINAL LENGTH OF BAR =WIDTH OF MASONRY
9 # OF #5'S, TOP OPENING - 2'
IT ISTHISENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION
REINFORCING OF BOND BEAM
1 SCALE: 3/4"=,'-0"
THATXFXX-1T/1M OB INDICATES BOND BEAM #OF #5'S,BOTTOM 8x6 PRE -CAST CONCRETE SCALE: 34"=1'-0"
AND XFXX-1T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
AND XUXX - lT/iM/09 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP
LINTEL OF OPENING
AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
SINGLE BOND BEAM
AT HIGHER ELEVATION
2x4 (MIN 2 X 3)1-3116
TAPCON OR DRIVE PINI
SIZE.145 MIN
WINDOW
SIZE 300 MIN EMBEDMNK
ENT
SINGLE BOND BEAM
1/4") 8" FROM EACH EN
AT LOWER ELEVATION
18" O.C. MAX. MIN 1-1/4
_
EMBEDMENT
#5 BAR BENT
AS SHOWN
2x6 (MIN 2 X 3) 2-3/16 T
_
PRE -CAST -'a ,K"
OR DRIVE PIN (MIN SHA
WINDOW
SIZE.145 MIN HEAD SIZ
SILL
MIN EMBEDMENT 1 1/4'
SLOPE
FROM EACH END AND
ZO"
MIN 1-1/4"
ti�
EMBED NT
2X8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PINOPEN
FACE SHELL SO
SHANK SIZE.145 MIN HAS
TO ALLOW BENT
SIZE .300 MIN EMBEDM2X4 SOLID BLOCKING
BAR TO BE PLACED IN
11418" FROM EACH ENSECURE TO SHEATHING W/
UPPER AND LOWER ;y,5 MIN. REQUIRED IN
BOND BEAM
EACH CELL HOOKED IN
18"O.C. MAX. MIN 1-1/4MIN. 2-12d PER BLK. EA. END
EMBEDMENT
TOP BOND BEAM W/ -
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
7116" OSB SHEATHING
CMU WALL
CORNER BARS
AT CORNER STEP
2SCALE:
SILL CONSTRUCTION
ARCHWAY FRAMING DETAIL
3/4"=1'-0"
(D
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
> I
SINGLE #5 CORNER I
6
BAR, 3OX30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
II I II /
8x8 CMU PIER
I) / W/ SINGLE OR DOUBLE REINF. SARIS),
SEE PLAN.
ENSURE THAT PIER GROUTS BENEATH
LINTEL.
PROVIDE #5 BAR
AT EACH SIDE
STEEL REINF. OF OF ELEVATION
BOND. BEAM CHANGE
CHANGE IN
ELEVATION OF BOND BEAM
7 SCE 4"§ -1T -0"
SINGLE LINTEL, MULTIPLE OPENINGS
F-AkCNIT■CTS
6
Desi n
Gr uoLi0.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigigroup.com
L AA #: 0003325 A
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813$86.2628
FAX: 813.888.2802
aUDDM k LOT:
SILVERADO
LOT #4
BLK #14
P1iOJECT#
03719.000-04141
MODEL.
2795- D
C;AltAGE BWDIG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
DATE: RMT 10/30/20
aCALE: 1/4"=1'-O"
ai1EET
S2.1A
FRAMING NOTES:
y,
'w 'w
'w 'w u� 'w u� u-i
'w 'w @ @
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS.
—�
CJ1
CONCRETE TO WOOD FLOOR: CJt
SIMPSON LTA2 W/ (8) 10d x 1 NAILS, WOOD TWOOD:
--a----"-�r--x----w--�Iy1r--yym--w--
u
SIMPSON H10A OR LGT2 W/ 10d0tl x 1 1 1/ i/2" HOG NAILS, FILL L ALL HOLES.
I YY
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
CJ3
CJ3T
SCHEDULE.
pp IA' py Np
F-
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
CJ5
1 1 1 A A
1C
CJ5T
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
®. ■ x u w e x x u n w
xi x x x w w =>Le
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
lA
AH7
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
III
CONNECTERS ARE TO BE GALVANIZED.
` ` • • • a
AH9
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
— — — — — —
CONCRETE LINTELS.
=
_ ■ a� a t ashm a ohm s ah
AH11
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
yo
I 1 J
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
TRUSSES
2X4 B.C.
_ _ — _ — — — — — — —
r' — — — — — — —
>� ■ a� a seas a >� a a a>� a ®a ease ■ a� a a! a a f®a
1 '— — — — — —— — _ _ — — — — — —
a I� a e>� a a aaa®a � a a� a s ■
a
AH73
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
24.O.C. TOE NAILED TO ADJACENT
TOE N ILED TO
7RI1SSE3 W/ (2)18d COMMON
I I
I k`t\e
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
NALS Q SECURE TO BM. W/
.....aam . .sls =s . �..® s ... .
. .
AH15
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
SBau80N LTA2 USED TO BRACE
LjI I
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
TOP OF WALL.
I I
APPROVAL.
s
"7:a®s :s®saa:�. : a:a� _ a._..
:ate=aaa a®s—s
AH17
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
a®,:a®.—::s®a—a' � a i • — • — •
>�s{:
�s :==�=a�:�.a�s
AH19
FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END—
I I
UNLESSOTHERWISESHOWNDIFFERENT.
a7.....:..�as�s:=aol: >m:: ::aa®s
s�.a�:----s:aa®a
AH21
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
I
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
I 1
q:�sail. . Li. a®.
el.a:3:��:
AH23
NOTED OTHERWISE.
I I
ATTIC I
�:®aaois:ssoi:�.ae�ao�a:®sus s
ate.:ssa#�(..a
A
I I
a✓........... awls...a .ate.
. . ...... ...
A
TRUSS MANUFACTURER / ENGINEER NOTES:
�.......
.....:.......
Al
i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED WI A 2x6 STM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
— — — — — — — — — — — — —
a ®a . s
= a:. aim: s s : a v F
Al
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
9 . : ..mom a
— s — s — - ...... — L
Al
TRUSS CONNECTIONS.
1
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
( II I
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
;�. �.�.�a a
— .....
�r—r
/�
�......
......
A2
i
1------------j
•—•—•—`—r�.r..�. �. '•
�.�.� .�.�.e.s.
•
A3
PREF ABRICATED
_J.6— i . ...
.....� ........
A4
I l
r
A5
....®.....a.T.�.�. .�
I
I
I I
A5
I
.
I
AH23A
y/A
1 /
.
aamssr�.�a>m_a .ass= _ .
=®�.�.�.......—L
_4----------ems
AH21A
—
L — — — — — — — — — — - ��
A
0
s�.ae::mow
FH7 saws. � s G_
CJ3
CJ1
...�122x54s, save .
= �'f ATTIC \\\
s.s®s:_=.oe�.s>.s----.m_= s
eas®sa '7-7-----ate----------
AH15D
AH13D
AH11D
AH9D
D1
D1
D1
D
DGE
C
CGE
FRAMING PLAN
SCALE: 1/4" = l'-0"
A R C II I T■ C T i
6
GrouUL�
LONGWOOD, FL32750
PH: 407-774.8078
FAX: 407-7744078
www.abdexl8n8roup.eom
AA N: 0003325 J
III DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886.2628
FAX: 813.8862802
munwv. as L,oT
SILVERADO
LOT ##4
BLK #14
PROJECT/
03719.000-04141
MODEXA
2795—D
GARAGE BTRNG:
RIGHT
PAGE:
FRAMING
PLAN
150 MPH EXP. B
r
TE10/30/20CAL,E: 1/4"=1'-O"HEET
s3
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 }" NAILS TO TRUSS
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) 16d x 1 J' NAILS TO TRUSS
DEL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 J" NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12)16d x 3 e NAILS TO GIRDER
lx2, 2x WOOD FASCIA -
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
GALV. COMMON NAILS.
1x2 SECURED W/ 10d
GALV. COMMON NAILS
12"O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFNVALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8" x 4'-G"MAY BE ADDED
WI 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES ® 24" OIC,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
%� TYPICAL TRUSS/
1A 1B 1C GIRDER CONNECTOR(S) A -,-0
314" T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
5I8" GYPSUM BOARD OR l r2" HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE W/ 12)
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.
LOOR TRUSS CONNECTION @ L.B.W.
* B°ALE: 3/4"=V-0" (NO UPLIFT)
OUTER I13 (
SPAN ONLY
PLATE
DEPTH IWO
—HOLE EDGE >5/8"
—HOLE DIAMETER
< 2/5'0 SGL. STUD
STUD NOTCHING
G>AND BORING LIMITS
SCALE: 1 1l2"=1'-0"
EDGE >5/8"
HOLE DIAMETER
< 3/5'D DBL. STUD
ENGINEERED WOOD TRU
24" O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
(9)10d x 1 }" NAILS TO
GIRDER. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING, SEE
"ROOFIWALLIFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4,
6", 8" x 4'-0" MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
`A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) J" x 5" TITEN HO TO CMU AND (12) SOS
}'x2} TO GIRDER
841) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) }" x 5" TITEN HD TO CMU AND (18) SOS '}" x
112. 2x WOOD FASCIA
SEE ARCHITECTURAL
3" TO GIRDER
2x SECURED W/ (3)16d
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS.
(2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x W
1X2 SECURED WI 10d MASONRY BOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM
SEE SCHEDULE
ENSURE THAT CELLS ARE GROUTED
12" O/C
SOLID, 8" EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN,)
2A 2B 2C TYPICAL ROOF
GIRDER CONNECTOR(S) =�--y
r,-"\GIRDER/WOOD POST CONNECTIONS
J SCALE: 3/4"=1'-0"
A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS.
B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 314"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN.
EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS.
C -SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314"° SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
D - SIMPSON HGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS WI (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 3l4"=1'-0"
6'-0" MAX (W/1X4)
,2R 10'.0" MAX (W/2X4)
# 1100 UPLIFT SIMPSON —
HTSM20 W/1010d TO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALLW/1010d TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN,
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4"=V-0"
G3)
1x4 DIAGONAL
STM.CHORO
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
STM. CHORD OF
WOOD ROOF TRUSSES
10 BTM. CHORD BRACING 6'-0" O/C --END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD �+ A
INTERSECTION TYP. BTM. CHORD BRACING
6 SCALE: 3/4"=V-0"
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
$CHEDUL
SCHEDULE S E F AMING LAN
SEE SCHEDULE FOR BOLT SIZE
SEE LEDGER SCHEDULE O
uj
5 1/2" MIN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
PLACED INTO GROUTED CELLS, WALL AROUND
BOLT,
2
2. END OF FRONT AND REAR LEDGER SHOULD
m
LAP A MIN OF 4'-U'.
A
3. ALL BOLTS TO HAVE WASHERS
Z
4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
CO
CLOSER THAN 6" O/C.
5. IN LIEU OF HILTI PAF'S SIMPSON TREN 1/4"
(2) _PT
DIA. x 3" MASONRY SCREWS MAY BE USED,
A. —1.1 cur
LEDGER SCHEDULE
MARK
SIZE
BOLTSIZE
OEDGESPACING
CBIi:MLVACNB
A
DOUBLE 2x8
1/2"
8" O/C
16" O/C
B
DOUBLE 2x8
3/4"
8" O/C
24" O/C
C
DOUBLE 2x10
1/2"
8" O/C
16" O/C
D
DOUBLE 2x10
3/4"
8" O/C
24" O/C
E
DOUBLE 2x10
3/4"
6" O/C
16, O/C
F
DOUBLE 2X12
314"
6" O/C
1 12" O/C
10 WOOD LEDGER DETAIL
SCALE: 3I4"=1'-T
(2) 2X4 Not SYP DIAG. —
BRACE W/ (3) 12d @ EA.
TRUSS(DIAG. BRACE TO
COVER 5 TRUSSES)
0'-0" TO 30'4" (1) W' BRACE
30'-1" TO 60'-0 (3) "X" BRACE
(1) "X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA, -
SEE ARCHITECTURAL
PRE-ENG GABLE TRUSS—�
STIFFBACK (ASPER—�
TRUSSENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2X4 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
4'-W O.C. (AT SHEATHING
SEAMS)
SECURE 2x8 PT. PLATE
TO BLK WI 112" DIA.
ANCHOR BOLT Wl 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2.8
P.T. PLATE W/ 12d's 8"
O.C. MAX
CONT. 2.4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED
10-0" O.C. MAX.
�1 BLOCK WALL W/ GABLE END
PRE EENGD TRUSS SDALE:34"=,-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 (Ft 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, Ft, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
LTERNATE MATERIALS
1 SCALE: 3/4"=V-0"
A R C N I T I C T a
6
Grow
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeWgngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134386.2628
1114 FAX: 8134386.2802
>lVSDIV.
SILVERADO
Ac LOT:
LOT ##4
BLK #14
PROJECT#
03719.000-04141
MODEU
2795-D
GARAGE 3NIPTG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
FLOOR DECK
2x6 PT TERMINATION
2z4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3)16d COMMON WI (6) 3116" ° x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
SCALE: 3/4"=1'-0"
SIMPSON H6 W/
(8)8d COMMON NAILS 2x STUDS
SIMPSON H6 W/ (8) 8d EACH END
COMMON NAILS, EACH
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
SIMPSON SPH4/SPH6 BTM.
FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1
GIRDERTRUSS 1/2" HOG NAILS
WALL / FLOOR FRAMING,
%� TRUSS PARALLEL TO WALL
SCALE: 314"=1'-0"
DBL PT 2x6 SLMNG BETWEEN
TRUSSES W/ I Od @ 3" O.C. 1ST PLY
INTO LEDGER AND 10d @ T' OC.
STAGGERED UPPER PLY INTO 2x6
BELOW
B" CMU WALL
REINF PER PLAN
PER ELEVATION
3U
it ��
P ELEVATIONPER
iX2 FIRE -STOP
1/4 —
NI
#B WOOD SCREWS
x 2" LONG C $" O.C.;
STAGGERED OFF
CENTERLINE OFF 2x8; NI
3/4" AS SHOWN
SIMPSON A23
EA. TRUSS
lk1
NAILING PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
DBL 2X_ LEDGER FRAMING PLAN)
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
3 ON EXTERIOR WALL
SCALE: 3/4"=P-0"
#8 WOOD SCREWS x 2"
LONG @ 3" O.C.;
STAGGERED NI
ASSHOWN
DBL 2X8 LEDGER
TO CMU W/ 1/2" EXP. BOLT
8" CMU WALL AT 18" O.C. AND 8" FROM MI
REINF PER PLAN END W! MIN 5-1/2" EMBED.
FLOOR DECK
p ELEVffh
ATION _
LL
3 0= NAILING 4"
UU
tC �?� •
E EVATIO
PRE-ENGINEERED WOOD
2x4 P.T. CEILING 24.
4 FLOOR TRUSSES (SEE
NAILER W/ FRAMING PLAN)
MASONRY NAILS
12" O.C.
iX2 FIRE -STOP
SECTION DETAIL
AT TRUSSES PARALLEL
4 TO EXTERIOR WALL
SCALE: 3/4"=l'-0"
2x STUDS PER PLANS
2z STUDS PER PLANS
DBL PT 2x6 BLK'NG BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES W/ 10d @ 3" O.C. 1 ST PLY
FLOOR DECK
2x4 CONT. W/ (4)16d NAILS
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND I Od @ 3" O.C.
#8 WOOD SCREWS
2x4 BLOCKING (� EA. BRACE.
NOTE:
- @ TOP OF FLR TRUSS
BRACE Wl (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS)
STAGGERED UPPER PLY INTO 2x6
x 2" LONG @ T'O.C.; NI
TOENAIL INTO TRUSS . 4 i8d
()
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS ST.
TRUSS (DIAG. BRACE TO
BELOW
STAGGERED OFF
CENTERLINE OFF 2x6;
NAILS 0 EA. END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
COVER 5 TRUSSES)
3/4" AS SHOWN
2x4 BRACE @ 49' O.C. wl (5)12d
1'�4" MIN. FROM 2ND. FUR.
FLOOR DECK
0'-0" TO 30'-D" (i) "X" BRACE
DBL LEDGER
NAILS 0 EA. END
LINE
2x6 CONT, W/ (8)16d NAILS
0 ST. OF FLOOR TRUSS
39-1" TO 60'-0 (3)'X' BRACE
PRE-ENG GABLE TRUSS
CMU W/ i/2" EXP. BOLT NI
MU
8d RING SHANK NAILS @ 4" O.C. MAX
(2) BRACE CENTER
8" CMU WALL
AT 16" O.C. AND 8" FROM
INTO BLOCKING
(STTO
ATHIN2X6 IS FOR WALL
SHEATHING NAILER)
SHEATHING
W' I
BRACE DIVIDED EQUALLY 2z SUB -BAND
AT ALL
REINF PER PLAN
ENO W/ MIN 5-1/2"EMBED.
18tl NAILS (� 8" O.C. MAX
FROM
FROM CENTER TO END. UPRIGHTS
UPRIGHTS OVER 4'-10"HIGH
1X2 FIRE -STOP
(AS PER TRUSS ENG)
PER ELEVATION
FLOOR DEC/4.
PER ELEVATION PER ELEVATION
0
PLYWOOD SHEATHING, SEE
�-
rn
NAILING PATTERN
"ROOFNVALUFLOOR
SHEATHING
V
iEw
v:;PRE-ENGINEERED
FASTENER SCHEDULE"
PER ELEVATION ME-1Z
PER ELEVATION PER ELEVATION
SEE TYP. TRUSS CONNECTOR
IV ,DETAIL
FOR STRAPPING INFO.
2x4 P.T. CEILING
24" M PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
WOOD
1x2, 2x WOOD FASCIA CONNECTION PER
NAILER W/
FRAMING PLAN)
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
SEE ARCHITECTURAL TRUSS MFG.
MASONRY NAILS
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FOR
2x SECURED W/ (3)16d ENGINEERED WOOD
(� 12" O.C.
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM REQ. BOND BEAM REO.
SIMPSON HETA-16 ®
EVERY TRUSS (VERIFY
GALV. COMMON NAILS. TRUSSES 0 24" O/C,
1 x2 SECURED Wl 1 Dd SUBMIT SHOP DRAWINGS
1X2 FIRE -STOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-160
WI TRUSS PLAN)
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AT TRUSSES PARALLEL
37' O.C. MAX.
(VERIFY W/TRUSS
SECTION DETAIL
12" O/C AND APPROVAL SECURED W/ (2)12d's @
MASONRY BOND BEAM EACH TRUSS
� 1T0
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
,5
scALE:314"=
%
PRE-ENG FLOOR TRUSSES
S
W/ HIP RETURN
SCALE: 3/4"=1'-0"
PRE-ENG GABLE TRUSS
2z4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO BAYS 4'4" O.C. (AT
O PRE-ENG'D
WOOD
SEE SCHED. BELOW
ROOF TRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 24" O.C.MAX
NOT SHOWN FOR CLARITY)
0
PER ELIE N
FOR STRAPPING
VERIFY
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2z6 PT. PLATE TO BILK
TRUSS PLAN
TRUSS M TOP PLATE
5/8" GYPSUM BOARD OR 1/2" HIGH
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
A - SIMPSON MTS12
STRENGTH CLG. BOARD
4x4/4x6 SYP NO.2
WASHER SET IN HIGH
U <990 LBS W/ (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 LEIS Wl (14)10d
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
GALV. NAILS EA. STRAP
20 OR 2x6 WOOD BEARING
CONNECTION
WALL W/ SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTM. PLATE TO BE PT.
LINTEL COURSE
PROVIDE DBL. TOP PLATE
• o•
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 BTM
1!2" GYP. WL. BD.
:0:
AND TOP PLATE ANCHORS W/
1 Od x 1 1/2" COMMON NAILS
SECURE ST. PLATE TO SLAB W/
CONTFILL
EACH
ALL HOLES, DO NOT USE
10dxX,
1/2'x9" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
POST CONNECTIONS
TRUSS2x4SECUREDLED 10--gc-
TRUSS TO BE INSTALLED ®10'-0" O.C.
MAX.
EPDXY 5-1/2" EMBED. MIN. @ 16"
:10)aS(��TRUSS/WOOD
OC MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
'`
•
'MUSSMPOSTCONN�wN
°
A SIMPSON MTS-12 U < 990 LBS WI (14) 10d GALV. NAILS.
• #
B _-SIMPSON HTS-20 U < 1310 LBS WI (20)1 Od GALV. NAILS.
C - 2-PLY-SIMPSON VGTMDU4 U <4565 LBS VGT TO TRUSS W/ (16)
i/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1l4" X 21/2" SOS TO POST
TRUSS CONNECTION @ L.B.W.
POST TO�CONNE�ON
SCALE: 3l4"=l'-0"
A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 WI 5/8 DIA, z 6" EXP. BOLT
SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT
C - SIMPSON HTTS POST ON SLAB <U:4,565 W! 518" A.B. WITH MIN. T'
EMBEDMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST.
A A C N I T I c T 8
6
GWOLaLc
441 N. RONALD REAOAN BLY
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdealgngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GRJBLVD.
DRAFTING IN
5439 BEAUMONT CENTSUITE 1004
TAMPA, FLORIDA 3PH: 813-886-26FAX: 813866-28
�INI�IIII
1, uli
atmDIV. a L.OT
SILVERADO
LOT #4
BLK #14
PROJMT/
03719.000- 04141
MODEU
2795— D
GARAGE 8WING:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
GABLE -ENO
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 = 8.97 PSF (19.97)
ZONE 2 =17.98 PSF (27,98)
ZONE 3 = 33.53 PSF (43.53)
"A'= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE: "W
RISK CATAGORY: It
APPLICABLE INTERNAL
PRESSURE COEFFICIENT , 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"
O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. &8 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" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2x4
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. CIA.
SHANK
TENSILE STR.
SHANK
Bd
RING SHAH K
2 12"
0.120"
170,000
RING
(16-2RINGS
SCREW SHANK
I
PER NCH)
8d
SCREW SHANK
21/7'
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL 8 TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIOR SHEATHNG
USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8
BOTTOM PANEL AND Sd RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
TOP CORD BLOCKING AT W
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS --``
k
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
8d RING SHANK GUN NAILS @ 4" O.C. FOR GABLE END FRAMM
TOP & BOTTOM EDGES
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Sd RING SHANK GUN NAILS @ 12" O.C. IN
FIELD or 8d X 2 12" SCREW SHANK
CO 2 O
PNEUMATIC SCREW -NAILS Q 12" 0.G,IN
ip
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FIELD J\
TYP. 314" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION
ACI 318.14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MAXIMIMAGGFEGATE SIZE SHALL BE 3w4
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFWMFERED 31C.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEA®RANE UNDER ALL SLASSONO1 OUNO WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALEDWITH ADHESIVE TAPE.
FORM -WORK:
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
WOOD:
NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FE = 1100 PSI AND A MODULUS OF
ELASTICITY :ILLS,
PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
CONTAINS MORE THAN IT OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017, 681 EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH'
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
WOOD TRUSSES:
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 7 CHAIRS SPACED Y-O* OC, EACH WAY.
DESIGN SPECIFICATIONS FOR
TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESINALGNS
STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL 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,
O
DO 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 A615 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 60IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
DESIGN LOADS:
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA SCSI 1'
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CCNNECTED
20 psf TOP CHORD -rrorl-continent
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"
WOOD TRUSSES.
10 psf BTM CHORD-nonconananl
#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 RESAR, 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 psf TOP CHORD 20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) psf w/ No GVPCRETE)
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
5 p
10 psf BTM CHORD 5 psf BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD TO RESIST WIND UPLIFT: 1 Opef
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 psf
WALL.
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF A FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
WIND: DEAD LOAD SPEED =ISO MPH 3. SECOND GUST
(ASCE EXPOSURE B, RISK CATEGORY 10
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY 5 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
BIT BLE(FBATTIC
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS a ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20pa/, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL 70 ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND
AND DECKS: 40p8f, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: BODO, PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICLE GARAGES: 50ps1, OTHER THAN SLEEPING ROOM: 40pst, SLEEPING ROOMS: 30pe, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
MASONRY,
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING REVIEW:
-SPECIFICATION MASONRY STRUCTURES-(ACI 530/ ASCE SYTMS 402, BUILDING CODE REQUIREMENTS FOR
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
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
ALL 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 fm = 20DO 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 G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318"
WRITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 1 V. USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
FOUNDATIOW SITE PREPARATION'
"S'
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL SEARING PRESSURE OF 2,000 pet, FOOTING
TYPE "M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
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 D-1567. TREAT ALL CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS
2.600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 44- PRIOR TO THE ADDITION OF PLASTICIZER
CONCRETE SHALL COMPLY WITH ALL THE REGUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS
ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WITH TIE ABOVE,
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER
I:Ur FOR #6 AND SMALLER
2' FOR WAND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3" FOR SLABS, WALLS AND JOISTS
1-IQ" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
STRUCTURAL STEEL:
THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A36, Fy = 38 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,
Fy = 46 kel. STRUCTURAL PIPE SHALL BE ASTIk53, GRADE 8, TYPE E OR S, Fy = 35 MI. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A3254N 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
FASTENERS
FASTENER
APRKATNIN
SQE
TYPE
3PACNG
APPLIGATpN
9�
TYPE
PACMx;
REMARKS
1. PT FURRING TO
MASONRY/RING.
CASE HARDENED COB
NAIL +1lCLONG.
a WG
GARAGE DOOR 8-
TO H EmRYCONC.
1IPOK
NO WASHER
TAPCON M,lSO1RV
FASTENER
+VY EMBED„1•ENO pST..
I - EDGE DOT.
SOD. AL. EXT. DNPS
CASEHARDENEDCOIL
W'O'c
WIND-NED
GARAGE DOOR SUCK
tYl ..Wl
EKPANe..-T
24'OIC
4"EMBED., 4"END DUST
a PT, SEE NOTE.
NAIL I 1-STAGGERED
INTO MASONRVAXINC.
To MASCNRYI�IIC.
WASHER
S-EDGEDOT.
wlNDow Bux
_NARO _cox
-
wlNoow,D FASTENED
MErAL STIUPro
CONTACT THIS ENGINEER FOR SPACING
+a PT.9EE NDTEe
e11?LONG.
STAGGERED
Oro MASONRVATYIC.
MAsorwY+CONC.
REQUIREMENTS
Exr. SWwD D00R
(2)SheOU.
'TAPCON'
1. dC
ttR• EMBED,B'ENO.
NON-I-WOCD
+/Y- EXPANSION 4'EMBED.'N'
34 dC
BIlCN 2s m,9EE NOTES
NDWASHER
FASTNER
DUST., 11WEDGEDOT.
WALLTO CONG 9lA9
WIWASHER BOLT DOT.,T EDGE DOT.
2xEE GIW., PAF Ve' 9.O/G LEND, DOT.. 11(s"
P0STSi L COLWBUCK, bEE A2
. STAGGERED EDGE DIET.
TEB
NOW
1ES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILT[ 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 NGA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE,
pin
WLG G
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.eom
AA N: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MM-262S
FAX: 8134M&2802
s9mm
UHDIV. Ae LOT
SILVERADO
LOT #4
BLK #14
PROJECT#
03719.000-04141
MODEL:
2795- D
GARAGE BVING:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
DATTErRD. 10/30/20
BCAL C: 1/4"=1'-0"
SHEET
S N1