HomeMy WebLinkAbout7113 Steer Blade Dr4
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12602 TELECOM
[DRIVE, TAMPA, F1 33637
Tal= (813) 740-9720
Fax: (813) 740-9715
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
-FGO M BOII,= CW& �&RML.
ABV. ABOVE LAV. LAVATORY
DATE
DESCRIPTION
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA FL 33637
P
TEL: 813 740-9720
FAX: (813) 740-9715
EpII70If ()
-AM LWAL MD STATE CW1 S
-OCCUPANCY - RESIDENTIAL GROUP R5
-CONSTRUCTION TYPE - VB
-MRI. DVTER[OR FINISH - CLASS B
-BASIC WIND SPEED - Vult=150 MPH
Vasd=110 MPH
EXPOSURE - B
:EXPOSURE
RESIDENCE -
-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
AD
AEI.
AM
AMP.
BD.
CL
CAB.
CLG.
CLR
CONC.
CPT.
C.T.
D.
DBL.
D.G.
DIAL
DIM.
DISP.
DP.
DR
D.S.
DTL.
D.W.
EA.
ELEV.
EQ.
EJGI.
EXT.
F.GJFX.
F.C.
FIN,
FLK
FLUOR.
PTO
GA,
GAR. DISP.
G.F.I.
GL.
AIRCONDITIONINGLUMMC.
ADJUSTABLE E
ALTERNATE
AMPERAGE
BEARD
CENTERLINE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMiCTILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPEDT
DETAIL
DISHWASHER
EACH
ELEVATION
EQUAL.
EXHAUST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FOOTING FRENCH
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
UPTER
CLASS
GLASS
M.C.
MF2
MIN.
M.T.
MTD.
MTL.
N.T.S.
O.C.
PL
P.B.
PH.
PLT.
PLYWD.
PIL
P.T.
It
RAD.
R.A.G.
REP.
P.M.
R.O.
SC
S.D.
S.H.
SHT.
SHTHG.
SHWR.
SIM.
SL.
SL. L.
STD.
SWS
TEMP.
THK.
T.O.C.
T.O.P.
T.O.S.
TYP.
LUMINOUS
MANUFACTURERET
MANUFACTURER
MINIMUM
ETALT
MOUNTEDRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSHBUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXTDR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDNOGLASS
STANDARD
SHEAR WALL
SECTION
GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OFSLAB
TYPICAL
%ONTRDL DATE
ARCHITECTURAL SHEET DESCRIPTION
06/2D/19
ADDED 160-C ENGMEERMG
PG Cl—COVER SHEET
PG Al GENERAL NOTES
PG Al FLOOR PLAN
PG A2B—FRONT AND REAR ELEVATION "B"
PG A3B—LEFT AND RIGHT ELEVATION "B"
PG El —ELECTRICAL PLAN
PG Pl—PLUMBING PLAN
PG MI —MECHANICAL PLAN
PG 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—WWII. ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WAB—WALL ASSEMBLY DETAILS
01R5/19
ADDED OPTIONAL PENDENT LKaHTMG AT KITCHEN
0l/28/19
FIXED DIMENSIONS FOR STUDY AND DMING ROOM
/02/19
REVISE 80PT CALCS
�/14/19
UPDATED LED LkaHTB PER DR HORTON
101WAS
UPDATED LED DETAIL RUBBLES PER DR HORTON
11/dWIS
ADDED FOUNDATION ON GARAGE BEARMG WALL
2Q/09✓!0
UPDATED SPIPSGN CONNECTORS ILA. USP
nAMW
ADDED 150-0 ENGMEERMG
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
sq.". CAWS
0
REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS
3/`540
ADDED FRONT ELEVATION P PER DRAMCN
BNG T FLOOR LIV20M ea FT.
O.
GARAGE 6IS SFT.
am 65 ea. FT.
004RED LANK 193 SOL FT.
TOTAL 3,113 $Q FT.
IA4120.
CHANGEDRR ROOM NAMES PEDHORTON
®I/2lRl
REDLINE CHANGES PRAM ENGI. POR 21®20 CODE CHANGE
01/21/21
REPATHED XREFS FOR THE 2920 POC
STRUCTURAL SHEET DESCRIPTION
PG Sl—FOUNDATION PLAN
PG SlAA—DETAILS
0YP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED
H.B. HOSE BIB OTHERWISE
H.C. HOLLOW CORE V.P. VAPOR PROOF
HDR. HEADER W. WASHER
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILPPY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
HGT.O
HGT.ORHT
INT.
HEIGHT
INSULATION
INTERIOR
W/
WD.
WDW.
W/H
W.I.
WITH
WITH
WINDOW
WATER HEATER
WROUGHT IRON
PG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
PG S3—FRAMING PLAN
PG S3.lA—DETAILS
PG S3.1B—DETAILS
ORDER TO BUILD THIS PROJECT BASED ON THIS
PG SNl—DETAILS
DRAWING SET, THE CORRECT PROCEDURE 19 FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLAREFICATION.
AS DESIGN GROUP Wal RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AS DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUDDER WHEN NO RFPs HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-7745078
FAX: 407-7744078
wwwsbdoeigngrouP•com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2828
FAX: 818888-2802
IBUDDIV. 8s LOT:SILVERADOLOT ##7
BLK 14
NOJECT#
IAI
'"2795- B
GARAGE a1►IIJG:
LEFT
PAGE:
COVER
SHEET
150 H EXP. B
awl of/o>/zi
SCALD& 1/4"=1'-0"
C1
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 7TH EDITION (2020) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2,
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.
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
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (D.48 MM) SHEET STEEL 1' MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
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 D1557-2012 El. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 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.'
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:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR 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.
PLUNOM
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM/."PVC 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 FBCR SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
EXTERIOR WAIL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA N: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 813 SSS-2S02
EXTERIOR FIB
.'.�
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTWC926-1Bh, ASTM-Cl063.19a & ASTM-Cl787,
3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7.
FIRE REBNITANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERIOR CEIUNGS
1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4' TYPE'W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSMATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S / 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.
EXTBUORSOFFRS
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) 7th EDITION, (2020)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
CONTROL DATE:12/10120 (RM)
SILVERADO
LOT #7
BLK #14
03719,000-07
mopsma
2795-B
GARAGE 6WIATG:
LEFT
PACK:
GENERAL
NOTES
15 PH Ey. B
FE
WCAIL.D 1/4"=1'-Q"
811NIL=
GN
SQ.FT. CALC. S
IST FLOOR LIVING;
2"G, SQ FT.
GARAGE
618 SOL FT.
ENTRY
65 SOL FT.
COVERED LANAI
153 SOL FT.
TOTAL
3,113 SOL FT.
f/iP1lAE/J76/E!
RADIUS CORNERS, SEE
PLAN
BRACKET 4
BLOCKING
ELECTRICAL BOX
AT ENDS OF PARTITION
WALL
2'X6'X38-V4'
LOW WALL
2'X6' STUDS
• 16, O.C.
W/ 1/2'
DRYWALL
OOIPONW A DCLICOIDOVLQU
&MVADBFO811EFOR 3eB
WOIAIB
OFBEae
Illam
=IE
111W+HWIDM
NIMIIOI
MDTRE
FOOTAGE
MIK WINDOW
10
S
243/-325
CRITERIA
EXTERIOR SWING
IS
5
23A/-30.1
DR. MIN. CRITERIA
S:G.D. MIN.
41
5
22.1/-410
CRITERIA
16010 OAD.
112
S
205/449
BASIC WIND SPEED MPH - 150 (Vult)
INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG.
CAT.-U, EXP.=H, MEAN ROOF HT. = 14'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONGIOL DAIS OM
SHIM AND SECURE
COUNTER TOP
ES MATERIAL TO
CABINETS.
INSTALLER 614ALL
INSTALL FLAT
KITC.FICN � BAR F9I NFORCING
BASE C a 4 BRACKETS AS
CABINET NECESSARY.
M�
A TYP 8 CABINET SECTION
II FLOOR PLAN NOTES II
• ALL DMOION6 ARE FROM PAC! OFT V BLOCK WALL
rOR BOW OF FLOOR SLAB) TO PACE OF WALL 67UD UND.
• ALL INTERIOR WALL.* AM D K' UNO.
DRYER V CIED THROUGH ROOF rVTFU NOT SC:RIIN ED.
• AIR C01 6SOR GET ON 44X44' POWND CONM PAD.
PAD BEGM6 6' PROM EDGE OF GT WAJ=U K.
- SEE SHEET ON PM GENERAL AND STANDARD BUILDING
NOTES,
- ALL HABITABLE RD" TO NAVE ARC FAULT CIRCUIT
INTERRUPTER
- ALL ALL MEOW BLOCK WALLS BETLLEEi FILLED CALLA
WITHOUT OPENINGS ARE BEGAN WALLS,
OPENING DTL.
FLOOR PLAN
SCALE: 1/4' • I'-0'
j 1441 N. ROHALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7748078
FAX 407-7744078
www,abdesigngroup.com
AA S: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862628
FAX: 8134862802
aUDDIV. S. LOT
SILVERADO
LOT ##7
BLK ##14
PRO"=T#
03719,000-07
mol? CLA
2795— B
GARAGIB SVIMG:
LEFT
PAGE:
FLOOR
PLAN
150 PH EXP H
ES
D � 01/01/21
8*rr. T
Al
AREA OF ATTIC
NET FREE VENTILATION AREA REQUIRED
REQUIRED VENTILATION AREA
VENTILATION AREA X SO. INCHES PER FT. (144)
MIN. REQUIRED VENTILATION
IN UPPER PORTION OF ATTIC
RIDGE VENTILATION AREA
3972 SO, FT.
11300
3972 /300
13.24
1906.56 SQ. IN.
.5 X 1906. %
953.28 SQ. IN.
115 SO, IN. PER VENT
953.28 /115
TOTAL# OF VENTS REQUIRED = 8.28939
TOTAL# OF VENTS PROVIDED = 9
*AREA OFATTICISTHE PERIMITEROFTHEHOUSE, LESS THE OVERHANG -----------------------/•20'•I' BLDG. HGT.
(E)(TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED
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TEXTURED FINISH
NOTE, WALL FENESTRATION FLA8MNG AS PER FBCR R103.4
STONE VENEER TO DE INSTALLED PER
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1441 N. RONALD REAGAN BLVD.
ORLANDOJI-32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA 8: 0003325
DRAFTING By..
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
BUTTE 1004
TAMPA, FLORIDA 33634
PH: 913888.2.2.
FAX: 813886.2802
LstmEm ae LOT:
SILVERADO
LOT #7
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03719,000-07141
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LEFT
PAGE:
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ELEVATION "B"
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OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
OFF RIDGE VENT
----------------------- ----------------------------------------
LEFT ELEVATION
TEXTURED FINISH
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OFF RIDGE VENT
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-------------------- ------ ----------------------------
RIGHT ELEVATION
TEXTURED FINISH
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-- 0'-8 GR DE MIN.)
fig'-4
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1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH:407-7748078
FAX 407-7744078
www.abdoeigngroup.com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
543913EAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138884828
IN FAX: 81S8B8-2802
SILVERADO
LOT #7
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PROJECTp
03719,000-07
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l DIA X S FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdaWgngroup.com
L AA II: 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
8439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134388.2628
FAX: 8134186 2802
lop;01113:
vsD:v as Los'SILVERADO
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1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407.774.6078
FAX: 407-7744078
www.abdoWgngroup.com
AA 0: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33834
PH: 813888-2828
FAX: 813888-2802
SU13DIV. & LOT:
SILVERADO
LOT #7
BLK #14
PROJECT#
03719.000- 07141
MODEL:
"2795-B
GARAGE SWING:
LEFT
PAGE:
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PRINT
ATE: 01/01/21
D
SCALE: 1 /4"=1'— O"
SHEET
P1
HVAC NOTES
m
MECHANICAL PLAN
SCALE, 1/4 . I'-0'
I. ALL MECHANICAL ECLIIPMENT SMALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MPG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL BE CONSTRUCTED OF A VALUE
OF NO LE66 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA15 # MASTIC. AND
INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES &AAL i NQT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALI. BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTR)CTED M ACCORDANCE TO FBC 1TH EDITION
(2020) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
1. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIREAMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO M P(5L RECOMMENDATIONS AND FBC 1TH
EDITION (2020) MECHANICAL CODE SECTION 601,
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL.
FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS.
ATTIC
AIR SUPPLY Ij y
y
AIR
I40TE=
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
LEGEND
®
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RETURN AIR GRILL
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—
SOLID LINE- SUPPLY TRUNK
BROKEN LINE. RETURN TRUNK
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O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
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OUTSIDE AIR
®
THERMOSTAT
19
PASS-THRI AIR GRILL
EXTERIOR WALL
AIR RETURN SECURE STRAP TO CONC. CONDENSER
W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
SUCTION AND LIGIID OR EGLIA'
REFRIGERANT LINES
EXTERIOR WALL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
'BXI I/4' sHT. MTL. SCREWS
y 3/4' PVC CONDENSATE DRAIN LINE
EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB
T REFRIGERANT LINES TO
PLATOORI RETURN CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
POOR 1TH EDITION (2020)
MECHANICAL SLOG. CODE
SECTION W12A
HVAC DRAINS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' PROM STRUCTURE
COUNTERSUNK
SCORIATED NICKEL
FIN. FLOOR C.O. PLUG
BRONZE FL. PL. ' Z__� OR WALL
i— SEE SPEC.
BRAS6 PLUG
�—FITTING OR. EXTENSION TO
SOIL OR WASTE AS
REQUIRED
//-- WADE 8240-K JOSAM 56000
INSIDE SERIES NICKEL BRASS TOP
CAULK P.V.0 OPTI/SPEC
FIN. GRADE
OR PAVING
I'-s'Xs' CONG
PITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
vFLOOR SLAB CLEAN -OUT (T nEXT. GROUND CLEAN -OUT (TY�P14 )S NTS
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwabdeslgngrouP•oom
AA #t: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33834
PH: 8134MG-2628
FAX: 813488.2802
8USDIV. & Lfl1':
SILVERADO
LOT ##7
BLK ##14
PROJECT#
03719,000-07
mopml.'
2795-B
GARAGE 8WWQ:
LEFT
PAGE:
MECHANICAL
PLAN
150 MPH OR B
R
/011/4"=1'—O"1
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PRE -FAD TRUSS
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NAIL • 32' Or —
MAX
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2X4 WOOD
STUDS 024.
O:C.
SLAB
rv✓IC: OI UVO 19
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHEN
SPACED NOT MORE
THAN 16' O.G. OR NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
1 TYP. INT. WALL NON—BRG.
D1 SCALE: 3/4'.1'-0'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FSCR WS.I.L
ROOF SHEATHING
THICI04E68 AS PER
SHEET SNI. SECURED
PER FASTENER
SCHEDULE
PRE -ENO TRUSS:27
MTL. DRIP EDGE ��////
2. FASCIA PER —/A 1'-0'
ELEVATIONS rY4.
OH.
VENTED SOFFIT
IR' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
S' DIA. SLEEVE,
DO NOT CUT
BOND BEAM -
SOLID GROUT
W/ (1)- 5
(2) COURSE
DO NOT CUT
THE BOND
BEAM
REBARS
m PIPE THROUGH BOND BEAM
D1 SCALE:3/4'•1'-0'
5/8' GYPSUM SOA
OR IR' HIGH
STRENGTH 'LG.
BOARD
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4J MBULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
I
REFERENCE
STRUCTURAL
W P.T. FURRING
STRIPS • 24' O.C.
eCMLI
IR' GYP. WL. SD. —
WOOD BASE
a.
e'a
° 4
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER PECK W5.1.1.
ROOF SHEATHING
TwImmSS AS PER
SHEET SNI.
SECURED PER
FASTENER' SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
IR' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
_ �0'-0' FIN. FLR-0' FIN. FLR
Q.
W/ WINDOW OPENING Bt.\TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION FBCR W5.1.1 - FOR
$ 2:12 TO LESS THAN
4 1—STORY HIP BLOCK WALL 4:1�2, AA (2))LLAYER UNDERLAYMENT
SCALE: S/4•.I'-O' SYSTEM 16 REQUIRED. FOR ROOF
SLOPES OF 4:12 OR GREATER (1)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM
D226 TYPE 11, ASTM D 4869 TYPE
IV, OR ASTM D 6151
r0 esu
M Iq! aw LK
B GAS LINE THRU BLACK
\lpyeaD WOW
FIBERGLASS SHINGLES
WITH UNDEI LAYMENT
AS PER FSCR W5.11
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
1.
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE -ENO. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
IR' THICK, 2 COAT--/--
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
8' CMU
■s,s�■i�ii�i:
Ima
�' nK'K DY OM1rN
Dr nAv.
r�es�DaY:n..� woan
a GARAGE DOOR JAMBS
D1 SCALE= 1 I/2'•I'-0'
—2X4 SPF 24' O.G. MAX.—�
SECURE W/ (2) 12d NAILS
• EA END
2x BLOCKING BETWEEN TRUSSES
--PER STRUCTURAL DETAILS
STBPSACK AT ALL UPRIGI'
PER STRUCTURAL DETAILS
PRE-ENG WD. TIRM
CONT. 2x RAT RUN SECURED PER—/
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
PER ELEVATION
\ 5/8' GYPSUM BOARD OR IR'
HIGH STRENGTH C -& BOARD
�W/ WINDOW OPENINGWINDOW OPENING
R-4J INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
*2 P.T. FURRING
STRIPS • 24' O.G.
IR' GYP. WL. SD.
WOOD BASE
FIBEF43LAOS SHINGLES
WITH UNDERLAYMENT
AS PER POOR 908JJ.
ROOF 844EAT14ING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNL SECURE PER
FASTENER SCHEDULE
ON SHEET SNL
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
B TYP. WALL SECTION
NO OPENING
5 1—STORY GABLE BLOCK WALL
D1 SCALE, 3/4'.i'-0'
0'-0' FIN. FLR
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-7746078
FAX 407-774.4078
www.abdosigngroup.com
AA 8: 0003326
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33834
PH: 813886-2628
FAX: 813888.2802
EtVHDM Ae LOT:
SILVERADO
LOT #7
BLK #14
PROJECT#
mopri:
2795—B
GARAGE EtTI/ING:
LEFT
PAGE:
DETAILS
150 MPH E . B
lQm
2X6 P.T. • CENTER OF DOOR HEADER DECLINED
W/ (U V2' X V J-BOLT
WV 4' MN EMBEDMENT
YV 2' X 2' X IA• U40M 4 NUT
OR
uV (2) 1/2' X V ANCHOR BOLT&
UV 2' X 7' X W WASHER 4 NUT
m
WCU E 2m4 ON
FLAT TO MILK
® UV MASONRY
NAL6.
2X6 GARAGE DOORJK WCUR D
WV (5) V2• X V J-BOLT OR ANCHIOR
® BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2-
X 2' X V&' WASHER 4 NUT. (U WITHIN
V Q' TOP. (1) WITHIN V OF THE BTM,
(3)EVENLY SPACED.
m
®
0
19
19
O
Cl
NOTES.
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MA1 PACTURNWS INSTALLATION INSTRUCTIONS WHERE
fiUrW WATIRICT1ON6 ARE MOIL 6TM MWMr
GARAGE DOOR
1 BUCK ATTACHMENT
YC•IlL N • ♦'
2X4. m
6ECUE TO BLOCK WV
DA6' TAPCON6 (M61
SHANK SIZE J40 MN
HEAD SIZE 300
MN EMBEDMENT 1 1/49
WITHIN V OF EACH
END 4 16' = MAX
6PACMG.
2X4,
SECURE TO BLOCK
W3116' TAPCON6(MIK
SHANK SIZE J45 MN
HEAD SIZE MW
MN EMBEDMENT 1 V4.)
UXT14M V OF BAC 4
END 4 I6' OG. MAX
SPACING.
2X4.
SECURE TO BLOCK W/
1/4• TAFCONS (MIN
SHANK SIZE J46 MIN
HEAD 612E 300
MIN EMBEDMENT 1 1/49
WITHIN V OF EACH
END 4 IS' O.C. MAX
&PACING.
2X6. ® 2X6, ® 2X6.
SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK
WK2) D/16' TAPCOM6 WK2) 3/16' TAPCON6 WV(2) 1/4' TAPCON6 (MN.
(MN GNAW SIZE J45 (MIN. SHANK 612E J48 DNNJC SIZE J46 MN
MN HEAD SIZE 30JV�49
MN HEAD SIZE 300 HEAD SIZE J00 MN
1' CMU MN EMBEDMENT I MN EMBEDMENT I I/4') EMBEDMENT 1 I/47
WITHIN V OF EACH e' CM WITHIN S' OF EACH END V CMU WITHIN *'OF EACH END
IO' I71�YYlALL 4 V' O.C. MAX SPA4 M' OL. MAX SPACING. 4 ID'Or- MAX SPACING, V CM
b,4 P.T. OR B/4"X4' MN 1/J' DRYWALL N' DRYWALL
SEGUE TNUU FRAME 4 I'X4' 2XS, ® 2XIN m 2XS, 12® 1/2' DRYWALL
EXTEND 1-1/4' INTO P.T. NAILER SECURE TO BLOCKih(4' 6ECURE TO BLOCK ❑ t'X4' SECURE TO BLOCK 1'X4'
BLOCKUV 3A6' WK2) W*' TAPCOMR.T. NAILER W/O) Ni' TAPCGNS P.T. NAILER WKII) V4• TArCON6 P.T. NAILER
TAMONSDOOR CASING (MN SHANK SIZE JlAi' 0621. X 4' MN MN SHANK SIZE J4& DOOR CASING (MN DRANK SIZE Joe
MIN. GNAW SIZE J4D MN HEAD SIZE 3MN HEAD SIZE !00 MN HEAD SIZE 3W 1/I6' OAS. X 4' MN
MN MAD SIZE 300 MN EMBEDMENT I DOOR CASING MN EMBEDMENT tV4') MN EMBEDMENT t 1 4')
MN EMBEDMENT 1-V4' WITHIN V OP EACH WITHIN V OP EACH BAD UUN14 &'OF EACH END DOOR CASING
WITHIN 8' OFH END DOOR JAMIS OR WINDOW 4 W OG. MAX 4 W O.C. MAX 4 I6'OG. MAX4 W OC. MAX SPACING ATTACH TO 2X P'ER SPACING.DOOR JAMB OR WA4DOW SPACING. DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW
MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER
MANUFACTURES DETAILS. M~ACTURES DETAILS. MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLU MD
JAB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3/4" OR +5/4"
Lwffl1► TO BLOCK +3/4" OR +5/4"
2X4• W
SECURE TO BLOCK III?
W*' TAPCON6 MN
SHANK SIZE J40 MN
HEAD SIZE 3W
MN EMBEDMENT 1 1/4')
WITHIN &' OP EACH
END 4 E' O.C. MAX
SPACING.
2)(,
SECURE TO BLOCK
WK2) 3/16' TAPC4"
MN SKINK SIZE J4&
MN HEAD SIZE -%M
MN EMBEDMENT 1 1/49
&, CMU
WITHIN V OF EACH END
4 W OC. MAX SPACING.
V2' DRYWALL
2X&, 1?r0
I•X41
SECURE TO BLOCK
P.T. NAILER
W/(2) 3/16' TAPCOND
MN MNANK SIZE Joe
DOOR CAsm
MN HEAD SIZE J00
MN EMBEDMENT 1 1,147
WITHIN &' M EACH END
4 A O.C. MAX
��
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES MAIL&.
NOTE, MAIM A6 NEEDED TO PLUMB
JAMS (00 NOT EXCEED V49
DOOR JAMB TO BLACK +1 1/2"
r)1RND_O1F TO BLACK +1 1/2"
NOTE, SHIM AD NEEDED TO PLUMB
JAMB (DO NOT EXCEED V49
DOOR JAMB TO BLOCK +1 15/15"
� t101f TO BLOCK +1 15/18`
2X4. m
SECURE TO BLOCK UV
3/16' TAFC." (MN
SHANK SIZE JO MN
HEAD SIZE 3"
MN EMBEDMENT 1 V4•)
WITHIN e' OF EACH
END 4 W O.C. MAX
SPACING.
NOTE. STRUCTURAL 2X MUST BE
2X6. m
ON OUTSIDE 4 SEGUED
6ECURE TO BLOCK
TWROU511 NON-6TRUCTUiA.
W02) 1/16' TAPCONM
DA&' TAPCON MN 1-1/4•
(MN &HANK 612E J45
EMBEDMENT INTO BLOCK
MN HEAD SIZE 300
MN CMBEDMER 1 1/4')
WITHIN V OF EACH END
&• CMU
4 10' O.C. MAX SPACING.
N' DRYWALL
2X1, m
❑
SECURE TO BLOCK
1'X4'
WK2) 316' TAPCOM
P.T. NAILER
MN SHANK SIZE J46
DOOR CASING
MN HEAD SIZE 300
N ME'IDEDIMBiT 1 V4•)
U114N V OF EACH END
♦ lb'Or- MAX
&PACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANFACTUES DETAILS.
NOTE. 6HIM A6 NEEDED TO PLUMS
JAMS (DO NOT EXCEED V49
DOOR JAMB TO BLOCK +2 1/4"
`�DOII TO BLACK +2 1/4"
NOTE, MAIM AS NEEDED TO PLUMB
JAMS (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +3"
t-.'mm
nmx To BLOCK +s"
2X4, 10
6ECURE TO BLOCK WV
DM• TAPCONS MN
SHANK SIZE J46 MN
HEAD SIZE 3"
MN EMBEDMENT 1 1/49
WITHIN V OF EACH
END 4 IS'Or- MAX
SPACING.
NOTE, 6TRUCTURAL 2X ('RUST BE
2X6. m
ON OUTSIDE 4 SECURED
6ECUIE TO BLOCK
THROUGH NON-6TRUCTURAL
WK2) W*' TAPCON6
3A6• TAPCON MN 1-1/4•
MN SHANK 61ZE J45
EMBEDMENT INTO BLocK
MN HEAD SIZE 3"
MN EMBEDMENT 1 V49
WITHIN &• OF EACH END
V CMU
4 W O.C. MAX SPACING.
V2' DRYWALL
2X0, m
SECURE TO BLOCK
WK2) 3/16' TAF'CONS
MN ON" SIZE J48
MN HEAD SIZE MW
MN EMBEDMENT 1 V41)
WITHIN V OF EACH END
4 ID'Or- MAX
6PAC61G.
NOTE. MAIM AS NEEDED TO PLUMS
JAMS (DO NOT EXCEED 1/49
I'X4'
P.T. NAILER
DOOR CASING
2NO 2X SECURE TO 6TRJCTURAL
MEMBER W/(LQd WITHIN V
OF EACH END 4 6• TO S' O:C. MAX
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANFACTU RS OETAL&
DOOR JAMB TO BLACK +3"
OrrrNnnn Tin Rrncrc +s"
NOTE. SHIM A6 NEEDED TO F W'B
JAMS (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 7/15"
WWOV TO BLACK +9 7/16"
2X4, IIIIII
SECURE TO BLOCK W/
1/4' TAPC4N6 MN
SHAK SIZE J4S MN
BEAD SIZE 300
MN EMBEDMENT 1 V49
WITHIN &' OF EACH
END 4 IS' = MAX
SPACING.
NOTE, &TRUCTURAL 2X MUST BE
2X6, =
ON OUTSIDE 4 SEGUED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
WK2) V4' TAPCON6 (MN
3/16' TAPCON MN 1414•
EMBEDI'ENIT INTO BLOCK
SHANK SIZE 340 MN
HEAD SIZE 3" MN
EMBEDMENT 1 V4')
V OF EACH END
®, cm
4 W D.C. MAX SPACING.
V2' DRYWALL
2XS. 1=1
PX4'
SECURE TO BLOCK
P.T. NAILER
WV(2) V4' TAPCONS
I' P.T. X 4' MN
(MN 8HANK SIZE Joe
MN HEAD SIZE 300
MN EMBEDMENT 1 V4')
DOOR CASING
WITHIN S' OR EACH END
4 10' O.C. MAX
SPACING
ODOR JAMS OR UANDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, 614IM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED V4•)
DOOR JAMB TO BLOCK +3 3/4"
n 1/iNDOW TO BLOCK +3 3/4"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774.6078
FAX: 407-7744078
Www.&bdeWgngroup.com
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33OU
PH: 813E862628
FAX: 8134188.2802
SILVERADO
LOT #7
BLK #14
PROJECTp
mopmu
2795- B
GARAGE awING:
LEFT
PAGE:
DETAILS
150 MPH H
PRODUCT APPROVAL LISTING
SHINGLE (STANDARD)
FL8
MANUFACTURER
CATEGORY
DESCRIPTION
VETS E CO
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/Z021
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2022
304S6.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.12
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
104S&LO
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
ZOZO FBCR
1/31/2021
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1Z/31/2D21
10447.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441A
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
2/28/2021
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1Z/31/2021
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
11496.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
11495A
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1Z/31/2021
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
2/28/2021
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1Z/31/2021
10531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
202D FBCR
3/31/2021
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
3/31/2021
10531.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
3/31/2021
7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2020 FBCR
1Z/31/2023
32S02.1
PLY GEM
PANEL WALLS
SOFFIT
2020 FBCR
1Z/31/2023
16503.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2020 FBCR
12/31/2023
12019.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2020 FBCR
3/2/2030
18644.2
MI WINDOWS & DOORS
FIXED GLASS
-
2020 FBCR
11/18/2022
17676.10
MI WINDOWS & DOORS
SINGLE HUNG
-
2020 FBCR
8/28/2022
15332-R6
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2020 FBCR
12/31/2024
153S3-RS
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2020 FBCR
12/31/2024
1S3S3-RS
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2020 FBCR
12/31/2024
15076-R6
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2020 FBCR
12/31/2021
5684.2-R9
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
12/31/203B
1S279.20-R6
CLOPAY BLDG. PRODUCT CO.
EKT. DOORS
SECTIONAL
2020FBCR
5/21/2028
1S279.2-R6
CLOPAYBLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
2395S.1
THERMA-TRU
EXT. DOORS
6'-8" EXTERIOR DOOR
2020 FBCR
12/31/2021
23955.4
THERMA-TRU
EXT. DOORS
8'-0" EXTERIOR DOOR
2020 FBCR
IV31/2021
239S62
THERMA-TRU
EXT. DOORS
6'-8" SWINGING EXT. DOOR W/SIDEUTE
2020 FBCR
12/31/2021
23956.5
THERMA-TRU
EILT. DOORS
8'-0" SWINGING EXT. DOOR W/SIDEUTE
2020 FBCR
22/91/2021
239S6.4
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR
20I0 FBCR
12/31/2021
1075E-R8
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2020 FBCR
12/31/2024
15216-R8
OWENS CORNING - RHINO UZO
ROOFING
UNDERLAYMENT
2020 FBCR
12/31/2023
3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2020 FBCR
8/17/2021
10477-RB
JAMES HARDIE BOARD
ARTISAN
2020 FBCR
12/31/2023
13192-R6
JAMES HARDIE BOARD
PLANK
2020 FBCR
12/31/2023
13223-RS
JAMES HARDIE BOARD
PANEL
2020 FBCR
12/31/2023
19901-R4
JAMES HARDIE BOARD
REVEAL
2020 FBCR
12/31/2023
13265-RS
JAMES HARDIE BOARD
SOFFIT
2020 FBCR
12/31/2023
30310.1
IKO
SHINGLES
30 YEAR
2020 FBCR
1Z/31/2024
158.1
CASTCRETE
STRUCTURAL
LINTELS
2020 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 2020 (7Lh EDITION) BUILDING CODE INFORMATION SYSTEM f
WWW.FLORIDABUILDING.ORG CONTROL DATE:01/28/Z021
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32780
PH: 407-774-6078
FAX: 407-7744078
www.abdeWgngroup.com
AA A: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134186-2628
64 FAX: 813.866-2802
"p
SIL ON. a 1.0
SILVERADO
LOT #7
BLK #14
03719,000-07
PllOd>QCTI/
mop2795- B
GA1tAGIS OWWO:
LEFT
PA*&
PRODUCT
APPRFEE
AL
LIST
1.5 H B
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS
BE UPED TIED TO LATH • 0'
OC. MAX (VERTA NOTE, DO
NOT FASTEN CONTROL JOINT TO
WALL Sym F aTI.D EXISTS
ISEYCND EXCEPT STAPLES Ulf
16
SSEA CO NTRROLJOINTTme USED, O TEMIP.
DURING INSTALLATION ------- N
FASTENERS TO BE 6PACCD
• 1' or— MAX VERTICALLY/
iRfTWI RS COAT CEMENT
WRB LAYER %PORTPIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED oT' (%lMJ QJM MAX
AT SUPPORTS
UM LAYER %
STUCCO WRAP
IIIOOD SMEATMNG
LATH SMALL
00 C0NTNUOL16
TFRouaM
JOTS BUT SMAi
BE STOPPED 4
TIED AT EACH SIDE. PROVIDE 2X4 BLOCKS
PER ASTM CIOIS IN,PLACED FLAT MAX V TO 8'
PROM CONTROL JOINT WEN
\ CONTROL JOINT PALLS ON
L PA6T&Mft FOR LATH TO BE NAILS OR\ •� i / STRUCTURAL STIR
STAPLES IN COMPLIANCE W/ ASTM CIOSS
2. WIRE TIES TO ISE (NO. W OAS415' URE /
A ISLOCCMG 6MOUN MAY BE IN ADDITION/ \
TO xur l STUDS REQUIRED PER PLAN
O"M" TYPE CONTROL JOINT
OL FOLD 4alARD • PI. A
OLow-p NWIp.
A.A
L OEAM • Pr. •
a ORIIAN . pr. c
OLP"NIYRO•PI.A
L LTRRAY • PT. W
POLO
• Ar •
® LP0.O NIYO •R.A
L 01111AN • Ff. C
4. Few PR. C oVRR PT.
a TILL PL C 70=1111/
NA
V-1 lit
.oTTaNR
Rmm wTa TOW
su1 as o, m2
tl01 (3T.
Lam
APPROVED BUILDING WPLLIP
SMALL 190 LAPPED A MINIMUM OP
A' • VERTICAL LAPS (ROLL
ENDS) 3 •' • MORI7.CNTAL LAPS.
ALL SLAMS NEED TO I* TAPED
WITM PORTIBER SHEATHING TAPE
IX Xr—X cxl
LATH VERTICAL LAP TO ISE V
IT METAL LATH
UR6 LAYER R.
STUCCO WIRtAP
1 B0=004 PAPER FIBER/
JII
2 SCALZ 110-0-0'
r PAST LAM
LAP. •' OVAR
ALL Ld'
SIDE LAPS OF METAL
PLASTER BASES SMALL
BE 6ECWED TO
PRAMNIS MREW.
THEY SMALL BE TED
BEIUEEN SUPPORTS
WITN OE415-N (191-MM)
WIRE AT INTERVALS NOT
MORE THAN V (220-MMA
AS PER ASTM CW63
® KICKOUT
,PA,RQ,�,
IRE LAYERS. TEAM
DETAIL
M
MAY Of PATCHED
UYMOJSE WRAP TAPE
PER MANUP SPEC. OR
PEE(. 3 6TICC
: THICK S COAT CEMENT
PLATER aRMIU Vr 3 COAT
eIINeT twTSR rwU
WRD LAYER 4, PORTPERERI
OIIILDIiG PAPER M M'E ONLY)
STUCIRE LAYER'(
a—vm K uR K.
NE oI
LAP LATRRN M aULAMtl ~
owR IVI,L1tl RLMNBL ATOP
«. ow I •�P
RRM'E on cm
IlxfBaOR
•' Ted WALL R.W" y
xILRCIR FLA*" (R!
oEG1U
IQT INOEtATTE1f
WtllJ1 RP�W �� R��i/o A aORCM Q ItlCP 1
TLNJ. IMIgYIG710R1R
OPP mom WPLAP T.
OR
WOOD
6MEATI
BUILDI
PAPEP
6TUOC
p TMICC, 'J COAT CEMENT
PLASTER
METAL LATH
WM LAYER 4. POW19MCM
BUILDING PAPER
INSTALL FASTENERS (CLIPS:
STRAJM, STAPLES) AS
REQUIRED TO SECURE
IMPS/ WIRE TO FRA MM
Wle LAYS! 4, PORTIFIEER
WIXOM PAPER
METAL LATH
S'x1' SELF-ADMERNG MENERANB
PLASHING OVER 4'x4'
4'x4' SELP-ADMERING M@'ERME
PLAS14M OVER APPROVED
MOUSE I~.
LEASHING TO EXTEND ONTO PIPE
W CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSBIRAP AIR
INFILTRATION BARRIER OVER
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER R ISE'� IIIRn
e oerlor use or pasxna wmem pesro
shall-t of the a C 926 18
requlrerreMs of ASTM C 92fLieD.
Imlelatim or sxterlor lathing wO RaMr19
shall o ply TAh ASTM C 106XI9a,
or ASTM 1787,
4'x4'
Y OR LE" PPE
PENETRATION
CUT AMC) OVERLAP ONE GIVE O'-
SELF-ADRERENG MB'ERME
PLAGMUIG
STEP 01
WOOD SHEATHIWs
OR CMU
WRIS LAYER 'I,
STUCCO WRAP (FRAME ONLY)
'J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
'METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/UJA .L SCREED
S'X V 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DEGIG, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
4•
►E���Sil
W��
TAIL (F
LEGEND
FLASHING, (071PATIBLE W) MOUSE
WRAP MATERIAL) OVER 4'x4'
SELF-ADNEIRINS, MEMBRANE
PLASHING OVER APPROVED
MOUSE WRAP.
PL,ASMM/r TO EXTEND ONTO PIPE
CUT AND OVERLAP am 610E OF
6ELP-ADNERPJG N'ER'RIRAME
FLASHING
1
DRAINAGE PLANE (UJR5
LAYER 01, STUCCO WRAP)
UJR5 LAYER 02 (FORTIFI5ER - - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
UJOOD OR 71/161 ZIP UJALL
SHEATHING
5ELF-ADHE51VE FLASHING - - - - - NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-103.1.1 / ASTM C-841-14a, MIN, 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-1744078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 336M
PH: 813-088.2828
FAZ:8138862802
BvsDIV. el LOT.
SILVERADO
LOT #7
BLK #14
PRGJECT#R
03719,000-07141
mopELA
2795- B
GARAGE SITING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 JWH E B
INSTALL V SELF-ADHERMG
MEMBRANEFLASHMG OVER
TOP, SIDE($) AND BOTTOM
FLANGES O'NON-MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO DE,
L RO'tTOM. 2_ SIDES. 9_ tOP
VENT CAP IS TO BE SET IN BED
..,:.k..
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO DE
TOOLED 60 AS TO DEFLECT
1
WATER AWAY FROM JONTB.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
F
APPLY SEALANT AT PERIMETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
� LAIdL BNGD�S, Yi CAULKING • JOINT
A
I
I
PER SECTION R D3.
EXtalor lathing eTM daetsrYw
BACKER ROD
I I
Exterior use of Portland cement plaster
shah comply with the application
requirements of ASTM C 926-18b.
,X.
K:
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
LLIFB LAYER 01,F
,.x�,
STUCCO
HOODED VENT
.'X.
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WPM LAYER 4, POWPI15ER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT
(FRAME)
:1 SHEATHING
LAYER 'I,
CO WRAP
LAYER 4, FOR'TIFIBER
WOOD —
CCNSTUCTICN
-METAL LATH
a' OM VINYL CASING DEAD
6' RAISED BAND
V TO Jr Men-n—,_
WEER &CREED
6' WIDE STRIP SELF
ADHESIVE FLANS, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 62 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR 1/16' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-14a, MIN. 2B LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT*
TOP ! SIDES
6B DRYER VENT (BLOCK)
BUILDMG PAPER
OVER 'QUICK
FLA6H'
PIPE THROUGH /
WALL
1
6' SELF ADHESIVE -
FLASWING INSTALL
PER MANUF. SPECS.)
15UILDNG PAPEI
UNDER 'QUICK FLAS
AIVENT PENETRATION
ri SCALE: N.T.B.
ELEC. METEI
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL FOR TO
ELEC. METER INSTALLATION
`ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
LURE, LAYER 01,
STUCCO WRAP
WRB LAYER n, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
36' TO Ni' MID -WALL
WEEP SCREED
6' SELF-ADHESIVE
FLASHING
WOOD FRAMED
-L � I WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (U 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 LARGER THAN THE ELEC,
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
��`")ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
LURE, LAYER 01,
STUCCO WRAP
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE '0'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
WOOD SHEATHING
LAYER 01,
STUCCO WRAP
LAYER tl, FORTIFIDER
BUILDING PAPER
METAL LATH
wow CONSTRUCTION-FTM�18 • OOOODD
FASTEN TO WOOD STRUCTURAL
k MEMBER • T Or— MAX
a' CM
7f,• To1f' nID.wALL
wEEP er�aD
6• WIDE &TRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYM
V FINISH • MALiON11Y
® HORIZONTAL WEEP SCREED
FRAME TO BLOCK)
6•
WRB LAYER N,
STUCCO WRAP
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
STEP S STEP #&
n9 ELECTRICAL RECEPTACLE
LATH
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078.
FAX- 407-7744078
www.abdosigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81341188-2828
FAX: 813-886-2802
aUBDTV. & LOT
SILVERADO
LOT #7
BLK #14
PROJECT/F
03719,000-07
mop72 95-B
Gw>ttwGIC BWMG:
LEFT
PAGE
WALL
ASSEMBLY
DET S
150 PH 1EXP. B
WOOD SHEATHIN
WOOD
CONSTRUCTION
is' HAT CHANNEL
TYPE 'A' DRYWALL
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
J* THICK
PL.d,B R3 COAT CEMENT
WRS LAYER 9,_y
STUCCO WRAP `
EXT. wow FRAMED
WALL
UIRB LAYER 9,
SM4%.COR [P)MG10NG
COLUMN SHEATHING
STUCCO WRAP
AT14ER RESISTIVE
WRB LAYER R, FORTIFIBER
PRE-ENGT7 TRUSS
` > BARRIER 9
BUILDING PAPER
{ .,
WEATHER RE616TIVE
i' THICK, 3 COAT CEMENT
WEATHER RESISTIVE
BARRIER M
BARRIER 4
PLASTER
WEATHER RESI6iIVE
=
i' RAF. \
6' S.A.F. • TOP OF WEEP SCREED
BARBER R
J'TWICK3 COAT
STICK
TO SHEATHING BEHIND WEEP SCREED
RIES
�"
116x3E8 p.Ka
4' POSITIVE DRAIN
METAL LATH
FILLY EMBEDDED
I.rCp �4r-.eepn
—_ --
WOOD S{EATHING --
IN ROOF CEMENT
IN X 3. 26 GA GALV.
METAL DRIP EDGE
yROD
SET N FULL DED OP
\`
EXTOR GRADE
EXTERIOR
DRY WALL
44 SEALANT
SEALANT, K' MN.
SPACE FROM DRIP
6' SELF-ADHERENG
FLASHN WRAPPED
FACE TO TREX
.� �� \ •TOP OFF DEEP SCREED
A• POSITIVE DRAIN
I' THICK 3 COAT CEMENT
VINYL r-wnWNG GLAD
TO 614EATWM BELOW
wEE► S[..REED
"TER
\
1
WATER PROOFING
UIRB LAYER 9,
STUCCO WRAP
NO GAP IN Iq[LD
(SNOWN POR CLARIFICATION OF
)dNYL.CA�G.CE92
LAYER !2 LAYER PEEL
.. 'I
SEPARATE AGOESSOR S, OILY)
STICK)
r-011iw.aa,w'"�
WAD LAYER 42, FORTIFIBER
BUILDING PAPER
PEEL 4 STI«
I
FLOOR
, 6' SELF-ADHEREING
® �
FLASHING WRAPPED
�J
! • CORNER OF CANTILEVER
1 J2n
0 CANTILEVER DRIP
EDGE
NO GAP INFIELD —�
(SHOWN FOR CLARIRICATION OP
FINISH LAYER f7 LAYER
3' X 3126 GA. G.ALV.
SEPARATE ACCESSORIES ONLY)
PEEL 46
METAL DRIP EDGE
CASING BEAD
SSET EEALANT)fBED OF
MK
DTL. ® CANT.
i' PE4 EL 4
STICK •DRIP
SPACE FlR M DRIP
10 A
�..
EDGE TO
FACE TO TREX
SCALE. I I/2'•I'-®•
DECK
Y,i GAP FOR BACKER
NOTE:
INXI W P.T. OR SIMULATED
ROD 4 SEALANT
FILL�s
wwoMETAL
LATH: LATH TO 5E PER SECTION
Ir�
R'1m31.1 / A5TM C-841-14a, MIN. 2.5 L55.
LATER PROOFING PE
LAYER l2 LAYER PEEL 4
r
BARRWEATHIER RESISTIVE
BARRIER 9
PER 5Q. YARD (UTILITY OR NOMINAL
STICK) WRAPPED FROM
BALCONY PE«To
WEATHER RESISTIVE
BARRIER -
CANTILEVER ..
LATH DOES NOT MEET SPECIFICATIONS)
i' PEEL 4 STICK .
DRIP E TO
DIE« ME1'101R.4fE,
OD
SUD FOR
� RI OVER DP
WOOD CONSTRUCTION
®®
3' X 3' 26 GA Q.ALV.
METAL DRIP EDGE
SET IN REL BED OF
WEATHER RESISTIVE
I JL'XI V.' P.T. OR SSIULATE
WALANT•V MN
BARRIER N
WOOp (TREX) FILLER
SPACE PROM DRIP
3/ I RESILIENT
HEATHER RESISTIVE
CONTIHM)OW
FACE TO TREX
vINYL cAeWNa. I3Em
HAT CHANNEL
BARRIER 02
V GAP FOR MA«E
ROD 4 SEALANT
WATER PROOFING 14L
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
VINYL CASING BEAD
i' THICK, 3 COAT CEMENT
PEEL 4 STICIG
3/4 RE8ILENT
STICK) WRAPPED PROM
BALCONY PECK TO
PLASTER
NAT CHANNEL
CANTILEVER
COAT CQ'ENT
�
NB' TYPE 'X' DRYWALL
METAL LATH
Allq�(3
W/TEXTURED 4 PANTED
Wppp SHEATHING
METAL LATH
FINI6HI
S/6' 1YPE x' DRYWALL
WOOD
WOOD SHEATHING
I' THICK, 3 COAT CEMENT
(2) 2x12 HEADER
XTURTD 4 PANTED
WEATHER RESISTIVE
PLASTER
FINISH
BARRIER 9
WEATHER RESISTIVE
i' THICK 3 COAT CEMENT
BARRIER .2
VINYL CORNER BEAD
4' POSITIVE DRAIN
I.ree Srrecn
PLASTER
VINYL CORNER BEm
4�' EPPOSIT�� WN
VINYL GASM BEAD
NO GAP IN FIELD
VINYL CASING BEm NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES, ONLY)
SEPARATE ACCESSORIES ONLY)
O11 D DRIP EDGE
BALCONY DRIP
11 EDGE INSTALLATION
INSTALLATION
SW TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
]' THICC, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CONSTRUCITON
-WEATHER RE616TIVE
BARRIER 9
-WEATHER RESISTIVE
BARRIER -2
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
�•V:!B G INS
CONTINUOUS
Y4' GAP FOR SEALANT
OPT. BACKER ROD. -
MODIFIED 9D
3/4 RESILIENT
HAT CHANNEL
W/TEXTURED 4 PANTED
FINISH
a' THICK, 3 COAT CEMENT
PLASTER
WEATHER RE616TIVE
BARRIER 9
WEATHER RESISTIVE
BARRIER ►2
EXTERIOR COLUMN
COLUMN 6HEATHIN6
6' SAP.
I J6'x3' 'L' FLASHING
FULLY EMBEDDED N
ROOF CEMENT
1)6' X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)P MIN.
SPACE FROM DRIP
WATER PROOFING Ist
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
JTHICI R3 COAT CEMENT
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
�RC 14PreEn
LEGEND
-
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER
5UILDING PAPER)
METAL LATH
STUCCO
WOOD OR-111ro" ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING
vINTL G018VER aem (SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
(W/"L" FLASHING)
SCALE. NTS UJOOD SHEATHING
2x FRAMING MEMBER
i' THICK, 3 COAT CEMENT
PLASTER
21/2'
r_nSMI IWA1
FASTENED TO SHEAT14NO -
• T' = MAX.
��. WOOD SHEATHING
— METAL LATH
WRB LAYER 4, RmTIFIBER
BUILDING PAPER
SFQRNER BEAD ® FRAME
k 2 1/2' k
CORNER BEAD
(FASTENER 4 SPACING w l' O.C.)
CMU
1/2' THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
/ 4 R�CORNER BEAD � BLOCK
W2B LAYER 9,
STUCCO WRAP
WRS LAYER 92, FORTIFIESER
BUILDING PAPER ----N,
METAL LATH
d' THICK 3 COAT CEMENT
PLASTER
VSELF-ADHERINCs—
FLASHING
WINDOW FLANCsE
WIC LAY
BUILDINGS
METAL L<
a' THICK,
PLASTER
VSELF-,
FLASHIM
DRIP C,
WINDOW
i
5B CASING BEAD ® WINDOW
FRAME, NO BAND)
x—x—X—X
SHEATHINCs
UJIRB LAYER h,
STUCCO UJRAP
UJRB LAYER 02, FORTIF15ER
BUILDINCs PAPER
METAL LATH
LODED a' THICK, 3 COAT CEMENT
FOR PLASTER
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-7746078
FAX: 407-7744078
www.abdeslgngroup.com
AA S: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CQiTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33BU
PH: 813886-2628
FAX: 813486.2802
BUDDIV. is LOT:
SILVERADO
LOT #7
BLK #14
PROJMCT#
03719,000-071
MopEL.:
2795- B
GR AAGE FINING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 Ift EXAj
WOOD SHEATHING
WRB LAYER h,
STUCCO WRAP
WRB LAYER 02, FORTIP15ER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
VIEW FOR
CLARITY)
WRB LAYER 9,
STUCCO WRAP
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIRBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
WINDOW FLANGE '
CASING BEAD Ca? WINDOW
15C (FRAME, W/BAND)
METAL LATH
WRB LAYER h,
STUCCO WRAP
WOOD SHEATHING
WRB LAYER 02, FORTIFISER
BUILDING PAPER
i
I
WRB LAYER 01,
J' THICK, 3 COAT CEMENT
1
STUCCO WRAP
PLASTER
'
WRB LAYER 02, FORTIFIBER
VINYL ANGLED
BUILDING PAPER
CASING BEAD
VINYL CASING BEAD
i
METAL LATH
�THICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
PLASTER
CLARITY)
CASING BEAD ® RAISED
17A BAND (FRAME)
SCALE: 11/2' • I'-0'
Y; GAP TYP i' THICK 3 COAT CEMENT
f
ASNG BEAD PLASTER
TO TRIM METAL LATH
IX TRIM MEMBER
s STUCCO TO
SIDING TRANSITION WRD LAYER 02, FORTIFISER
BUILDING PAPER
SIDINCs_ WOOD SHEATHING
WRB LAYER M, \ \ WRB LAYER 01,STUCCO WRAP IS
WRAP
CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
918—
CASING BEAD
(CROSS SECTION)
—
BEYOND
V
WOOD 6/EAIWMO
IIEATN@R RESISTIVE
ISAFIRIER 9
i
ATHERER M&16r A
ING,
LAFLASHING, s
^
�ER WeISTIVE
'
\\ \\
WEAIATHER IW616TW
STARTER STRIP
1 ��
s!. W eELF•ADHERNG
1
FLASHING
OALV'D METAL
GALV'DFLASMETAL
'z' FLASMSIO
HING
LUX It
CASM
tAIP VB T
tmalG,
SIDING TO STUCCO
® BLOCK TO FRAME
��� TRANSITION
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-14e, MIN. 2B LBS.
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
UIOOO SHEATHING -
UNIATIMIR BARRIEft�! eleTly
R RESISTIVE
BARRIER
Male sroo
•-AOVERNG
FLAGWING
STARTER eTRIP—
OALVO FETAL
2' R.ASMNG
FIA814M RING
— UEATMER RBMSTIVE
BARREN M TO LAP
Y MN. ApOVE TOP
'\ OF W FLASMNG
7
r BANNER I4iReISTIVE L WEATHER RESISTIVE
BANNER a
OALYP FETAL
FLASMNO
("EMOTIVE
SIDING TO STUCCO \-R�T"mmi le-m-
® FRAME TO FRAME
TRANSITION
1 a7
LEGEND
DRAINAGE PLANE (CURB
LAYER 01, STUCCO WRAP)
WRB LAYER e2 (FORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR 1/16' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — —
THICK 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
i
WINDOW FRAME
WRB LAYER "1, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/%, FLEXIBLE PVC BACKER ROD)
WRB LAYER h, STUCCO WRAP,
WRAPPED AROUND FRAMING MEMBER
Co' SELF ADHESIVE FLASHING
2X FRAMING WOOD SHEATHING
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
Y4' GAP TYP J' THICK, 3 COAT CEMENT
/CASING BEAD PLASTER
SEALANT 1 , / , TO WINDOW METAL LATH
WRIS LAYER 02, 1 ///-- BUILDING PA R
WOOD SHEATHINGFOR71FIBER
WINDOW FRAME
i
Vi
I
WRB LAYER 01,
STUCCO WRAP
i
6' WIDE PEEL 4 STICK I
OVER FLANGE ;
WINDOW FLANGE 1
E-Z BEAD VINYL CASING
2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD)
MEMBER *APPLY FULL BED OF SEALANT BETWEEN
BUILDING FLANGE 4 SUILDING WRAP
WRAP
�� Z BEAD WINDOW CASING
1441 N. RONALD RFAGAN BLVD.
ORLANDO,FL32760
PH: 407-774,6078
FAX: 407-7744078
www.abdesigngroup.com
AA A: 000332E
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813388.2828
FAX: 813S8B-2802
musurV. a 2.0
74
SILVERADO
LOT #7
BLK #14
PlltOJZCT*
03719,000-07141
molpa�
2795- B
GARAGE 8TfWo:
LEFT
PAGE
WALL
ASSEMBLY
DETAILS
%,,15VWPH FAF. H of
NAILNO PLAMM
JAMBS
EXTEND PL PLASM
MN
R' BELOW 6"
FLEXIBLE PLASHBN6
DO NOT SEAL BOTTOM
FIN
STEP 6
B'IPORAIELY PLO-W N SCgIS
OUSEBRAP (OR
xx RA• UNDER)
L HEAD
TOLD MOUSE~
N AT JAMBS N SILL
SLOPE SILL RO. TO EXTERIOR — \
STEP 2
STEP 7
ALION Fl.A.SHN6
W INT. EDGE OP
SLL RO.
MECHANICALLY
FASTEN PAMm
EDS. (CAP
NA-S. STAK"
INSTALL OWYM
PLASHBNO AT THE
Pow NOUSEIRAP
DOYN N TAPE
DIAGONAL ONT
ACROSS HEAD CF
WIOW
STEP 8
NSTALL V BIDE AONS" -
BAOCED FLEXIBLE PLASMS
MATEEAL OVER OW CAP
JONr(NBOTCCTO-&RAP
IST-2404. AY EQ I V)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
SCALE: NTS
APTLY ON IOU (OI
EQUAL) SEALANT A
KAO, APPLIED
FLASHING (LAIC*
WHIM -SEA. RC-N
OR EQIALA
SLOPE SILL TO D(
hmm
I. IT E THE CONTACTORS MOP"IIWLTr TO VERE'Y
THE COMPATIBILITY OF ALL PRODUCTS FIOWDNG
HOUSEWRAP. SEALANTS N SELF-AC4- R
RASHIND MATERIALS USED OUPIM CONSTRICTRQL
2. INSTALL ALL MATERALS PER MANIACTUPOM
WRITTEN SPECIICATIONS
SEALANTS MAY REACT ADVERSELY IF NOT
CO PATICLE.
AND SEAL JAMB TO BILL JOINTS UMTH
DOW IIEE FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
REPAIR
PAIR SCHlM SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOW& WITH
EVIDENCE OF WATER NTRAHON BELOW THE
WINDOW OPENING
REAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
LL IT I& THE COWACTOS MSPONSIOILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS NCLUVM
SEALANTS 4 Mtl.F-ADWWWO PLASHNB MATERIALS
USED DUW6 COHMTRI0Tx*L
2. PLASMNO AT EXTERIOR WINDOWS AND DOOR
OPENRGS SMALL EE NSTALLED N ACCORDANCE
WITH MNtFAOTUSRY INSTALLATION INSTRUCTIONS
AND APPROVED METHOD U OF PDC RTOSSJ
U N ACCORDANCE MTN FENESTRATION
MANUFACTURERS INSTALLATION AND HL.4SHNG
NSREDflON&
W&RSEOa SEALANTS MAY REACT ADVERSELY IF NOT
WALL FLASHING INSTALLATION
13 DETAIL (MASONRY)
SCALG 3AS'•I'-O'
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-77443078
FAX: 407.7744078
www.abdoo4gngroup.com
AA 0: 0003326
III DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862828
FAX: 8134MG-2802
IP
VSD2V. & LOT:SILVERADO
LOT #7
BLK #14
ROJL'CT#
03719,000-07
mol?.LT Z
2795- B
GA AGE 81FMC:
LEFT
PAGIQ
ASSEMBLY
DETAILS:
WINDOW
FLASHING PH
15
1/8, TEXTURED
FNISH • WDOD,
""- "-------- -- " "-"--- - - `
S - 7- '' ' 2x6 SUB-BANb
U2' TEXTURED
FINISH • CMU
J
/ 71 j W/I'x4' NOTCH ®
METAL LATH
r"--"---
"- - � END, WRAPPED IN
PEEL 4 STICK
METAL FASCIA WRAPOR
W SHEATHING
�—
cm
J
I
1' DRIP EDGE ,P\
LAYER
&TUUCCO WRP(PRAME ONLY)
E
/ j \
=
WRB LAYER 4, FORTIFIBER
"-- -----------------------------
"" "- ;
I/8 " '1/8' TEXTURED I \\
BUILDING PAPER
(FRAME ONLY/
FINISH IN WOOD I \
2X6 Sue BAND
RooFING CEMENT
\
I i/8 In' TEXTURED
FINISH 0 CMU j \
DRIP EDGE
\
\�\
\
METAL FASCIA
/ WRAP /6' FROM
\ O
\\ C PL AN B
METAL KICK OUT
{ STUCCO, I' FROM
\
�" i I WOOD WALL
\
EXTERIOR WALL
\
\\\
(FRAME OR CMU)
NOTE: NOTCH FOR 2X(o
\
SUB BAND ONLY
ROOF KICK OUT REMOVED
.\
\\ FOR CLARITY
ROOF DECK (BEYOND)
\\`
\ DRIP EDGE, V OFF WALL
\�
(NOT INTO STUCCO)
``�
I
1/8' TEXTURED FINISH 0
/WOOD, 1/2' TEXTURED
FINISH o CMU
2x6 SUB -BAND W/I'x4' NOTCH
END, WRAPPED IN PEEL 4 STICK
®ELEVATION
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
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 x x x '-i.
x x x x x x x x x x x x x
FRAME OR CMU
x x x x x x x x x x x
x x x x x x x x x x
'
FELT PAPER
x x x x x x x x x x
DRIP EDGE
x x x x x x x x
(REFERENCE POINT
x x x x x
ONLY. FOR WALL OFF
x
SET OF COMPONENTS)
-
METAL FLASHING, WRAPPED
MIN. Y4 ABOVE BOTTOM OF
-
DRIP EDGE
2x SUB -BAND
WA'x4' NOTCH •
END, WRAPPED IN
PEEL 4 STICK
"ROOF CEMENT w
ROOF EDGE
OMITTED FOR
CLARITY
SUB
BAND DETAIL® WALL
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/V4"x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT e
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH:407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
8439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81341186.2628
FAX: 8134W2S02
RE
aVHDIV. 49 IAT:
SILVERADO
LOT #7
BLK #14
PItoimcT*
03719,000-07
mol?zx.:
2795- B
GAP.Aas awnva:
LEFT
PAom'WALL
ASSEMBLY
DETAILS:
UB— BAND
H EN. B
SLAB
' 1 '
30'.8"
19'-4"
27'-2"
1V-0'
jr4r
-191
— — —
TE-1
— —
— —�. .
`
I—`\\`c`
—
—
4'-0"` ,
Y
3'-r
10'-4"
8'4"
F2-30X30I
m
SLAB
a w
0
I'L-
4" PVC
CHASE
F1-30X30
y
O `\\
.314
(Z ,`,
1 iV
1" PVC CHASE
�
FM-18X18
ladd
O
``,
\`�
FOR ELEC.
EXTEND
ISLAND
SLAB 1 1/2"
L1
22'-2"
aoocco_=o==
=cc0000 oa
T o�
13'-r
\ SLAB
`\\
I
L TE-1
I
\`
\`
-31&*.dk ILu
ml
?
%N%
\\
"-
F
12
4
\\
,
Im
M
1.1
I
I
20'-8"
29'4"
I
I
I
I
.I
I
I
lV
r
TE2
I
I.
I
�
I
(
I
, I
IA-51124X24
@I�
/2*
'-3"
2 -8"
2.8"U18'-10"
a2
1I
m
D/2"�
M_16X,6
111""
CON .
2 0" ,0
•
2
SLAB
m
4
R
w W Im
a
1
FM_1 18
F1-24X24
FM-16X18
— —
—
-7 1/2 4
UU
-
N
Y
----
FM-118
6X--'_'—
1.1
LL
�.
Y
TE1
,4.
5,-0.
20'-0"
9'4"
7'.8"
, T-0"
50'-0"
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 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
I1.GINDICATES #5 BAR, GINDICATES #6 BAR,IIIINDICATES #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 TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,D00 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR W WM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7tt1 EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARKS
6x6 W I AXW i A OVER
GENERAL
312"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
RNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" L G EACH WAY.
WIDTH
LENGTH
THICKNESS
BOTTOM REINF,
TOPREINF.
T.O.F.
SHORT
LONG
NFMC-16x18
16"
CONTINUOUS
18"
-
(2)#69
18"
CONTINUOUS
18..-
s
#51N CURB
VARIES
24"
24"
12"
a
s
- "BE
8"
SEE PLAN
1.-
(-)0'-4"
8"
SEE PLAN
8"
s(-
'-0"
12"
CONTINUOUS
12"
a
#51N CURB
VARIES
F1-30X30
30"
30"
12"
(3)#5's
(3)#5's
(-)8"BELOW GRD
F2-30X30
30"
30"
12'.
(3)#5s
(3)#5'e
(-)12"BELOW GRD
FOUNDATION PLAN
SCALE: 114" =1'-0"
JA41 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwsbdeslgngrouP.com
L AA #: 0003325 -
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813486.2628
FAX: 81343SS-2802
avHDiv ae LOT.
SILVERADO
LOT #7
BLK #14
PROJECT/
03719,000-07
mops L•
2795-B
GARAGE aw:NG:
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH E B
30"
MIN. EACH WAY
MONOLITHIC FOOTING
}
STEEL REINFORCING IN GROUTED
_
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
(L
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
..� '•• "
o a
SPACING REQUIREMENTS
L
N
1.: fitr
v
a
¢
FM
a
0: cn - z
8" CMU WALL
0co
O
8"CMU WALL
.. I , . CORNER BARS, SAME SIZE AS LARGER BAR
O m
Z
IN FOUNDATION WITH 30" LEG EACH
+- 0'-0"
It TOP OF SLAB
`- a-0'
TOP OF SLAB
a WAY AT ALL CHANGES 1N DIRECTIONS
' SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
a
EXT. PORCH SLAB
SEE SLAB SCHEDULE
BAR SIZE 48 BAR DIA.
4" CHAMFER (I STORY)
•
EXT. PORCH BLAB
- IARI S
SEE SLAB SCHEDULE TOP OF GARAGE
. I
o I CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
W/ 1/2" ISOLATION
JOINT (WHERE � �. �
6" CHAMFER (2-STORY) 18"
#4 24"
W/ 1/2" ISOLATION
I 4" CHAMFER (I-STORY)
1 . 8" CHAMFER (2-STORY)
"`
..
APPLICABLE) z
SEE SCHEDULE '�` 30"
JOINT (WHERE
APPLICABLE)
Z
sss"'----" a
• ♦ EE SCHEDULE
a.
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
g
FOR WxD, BAR SIZE „
.
g
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
fv
AND BAR QUANTITY
AND BAR QUANTITY
NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO
#T 4
EXTERIOR MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
1
SCALE: 3/4"=V-0"
2
� GARAGE scALE: 3/a'•=1•-0"
CORNER BARS DETAIL
3 SCALE: 3/4"=1'-0"
GARAGE DOOR
LAP TOP PLATE A MIN. OF 48"
RECESS
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
Iy,
g j
LAP TO OCCUR OVER STUD OF WALL WI PLAN
tow B+
w=
Lu
2.4 OR 2.6 WOOD BEARING PROVIDE BLOCKING
h
w
WALL W/ SYP
w
O h I
y
No 2 STUDS SEE PLANS FOR
SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/
CURB FOR
MASONRY
NEW REINF. BAR
O IL SECURED W/ 2- PART
1/2"x8" WEDGE ANCHOR W/ 2"
TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH
UNITS SET
2"CAPPED
a g EPDXY. MIN. EMBED
PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC
Zip, AT ELEV:
GALVANIZED PIPE
� � "8, UNO
SIMPSON SPH4 OR SPH6 MAX.
0'-0"
W/FLANGE Q BASE
¢� O FOLLOW ALL MANF.
BTM AND TOP PLATE
N SPECIFICATIONS FOR
ANCHORS WI tOd x 1 112"
_ USE AND
I
COMMON NAILS FILL ALL
PREPARATION OF
CD HOLE,
HOLES, DO NOT USE 10d W
��
x T, SEE SLAB SCHEDULE
SECURE FLANGE TO
<
RECESS AROUND GARAGE
SLAB W/(4)1/4" X 21/4"
o O
+- 0'-0"
TAPCONS
"'
TOP OF SLAB _.;.•.:.:. -
,1 DOOR OPENING
•.
4" CHAMFER (1-STORY)
• ° < . —�
8" CHAMFER (2-STORY)
EQ. EQ. EE SCHEDULE
LAP TOP PLATE A MIN. OF 48"
FOR WxD, BAR SIZE
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
AND BAR QUANTITY
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
ADDING BAR TO
INTERIOR CURB FOUNDATION WOOD WALL
BOLLARD
MONOLITHIC
FOUNDATION
200R 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP NO2STUDSSEE
SCALE:34"=1'0
(W/UPLIFT)
5
c
V
PLANS FOR SPACING SINGLE
SCALE:34"=,'-0"
SCALE:34"=1'-0
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO
SLAB'MASONRY
NAIL I O/C STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
to UPLIFT IS PRESENT,
LAP TOP PLATE A MIN. OF 48" ��.
w
AND NAIL W/ 16d COMMON
SEE SLAB SCHEDULE
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
Q
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
CELL SEE PLAN FOR SIZE AND
+- 0'- '
SPACING REQUIREMENTS
TOP OF SLAB -
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
Z
G
WALL WI SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE OBL. 70P PLATE
SECURE ST. PLATE TO
SLAB WhOd MASONRY NAIL
G (L
,
4 - -
16" O/C STAGGERED.
m W
ADDITIONAL METAL
CONNECTORS NOT
U
0.
EQ. EQ. EE SCHEDULE
REQUIRED WHEN
0 N
8"CMU WALL
WxD, BAR SIZE
UPLIFT IPRESENT.T.FOR
i, Z
• ", POURED LINTEL CONT. (IYP.)
AND BAR QUANTITY
8"CMUFILLEDCELL(TYP.)
��e''
INTERIOR CURB FOUNDATION WOOD WALL
- TOP OF SLAB
SEE SLAB SCHEDULE
2X WALL FRAMING
SCALE: 3/4"=1'-0" (NO UPLIFT)
(/�-.-+�--��
�I'
+- p'-0"
TOP OF BLAB
-'a •
Z
?
- •- SEE SLAB SCHEDULE
o
1/2" DIA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
CENTERED UNDER WALL AND
•rAND
16" O.C. VERTICALLY MAX
-�-'POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
SEE SCHEDULE
,terEDULE
FOR WxD, BAR SIZE
BAR SIZE
AND BAR QUANTITY
UANTITY
e' VARIES 8'
INTERIOR FOUNDATION
WOOD
OPL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
3' 9'
9 SCALE: 3/4"=1'-0"
FT)L
10
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 314"=1'-0"
't S
11 SCALE: 3t4'=V-0"
t+Iwwwr. ��I�
L
SHOWER RECESS FOOTER
12
SCALE: 1"=1'-W
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7744f078
FAX 407-7744078
www.abd"gngroup.com
AA IF: 0003325
DRAFTING BY:
LTAMPA,
B. DESIGN GROUP
DRAFTING INC.
BEAUMONT CENTER BLVD.
SUITE 1004
FLOFUDA 33634
PH: 813-886-2628
FAX: 813888.2802
aUNDM & LOT
SILVERADO
LOT #7
BLK #14
PROJECT#
03719,000-07141
mo� 95-B
GARAGM aMNO:
LEFT
PADS:
DETAILS
150 JIPH EM B
3'-6„
15'-2"
22'-10" iv
W 2V-8" 15'-4"
-v
4'.10"
o �
c�
9
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'v
a' e" v
DOWEL PLAN
1'-0• SCALE: 1/4" = 1'-0"
1'-8"
18'4"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7748078
FAX 407-7744078
www.abdosigngmup.com
L AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BWD.
SUITE 1004
TAMPA, FLORIDA 33834
PH: 81341864628
FAX: 8134M2802
> tMDIN. & LrOT
SILVERADO
LOT #7
BLK #14
PROJWT1/
03719,000-07
Mopzu
2795- B
GAAAGE 8VnKG:
LEFT
PAGIC:
DOWEL
PLAN
150 PH Fjft B
TIE VERTICAL REBAR
BAR WI 10" HOOK
GROUTED BOND BEAM
/�E
TIE VERTICAL RE BAR
VARIES PER ELEV.
_
°
TO HORIZONTAL
REBAR
�_
GROUTED BOND BEAM
Z °
VARIES PER ELEV.
(••
a
%
a
•
#5 BARS
•
1
Em
10-HOO
5
mzc
..
_
•O
• �.._
17
O CLEAN OUT REQUIRED
F77
OR INSPECTION
O cz��
m
La
O
0'-0" FIN. FLR.
O
TIE ERTICAL. REBAR
j
TO HORIZONTAL
❑ o
BAR SIZE 48 BAR DIA.
�c -
°
Z�
fOJ
#3 18
#5 30"
CMU UNIT DIMENSIONS
`d ARE NOMINAL SIZES
OFFSET METHOD CONTINUOUS
#6 36"
#T 4r
HORIZONTAL/VERTICAL
HORIZONTAL/VERTICAL
METHOD
H
MASONRY SYMBOLS
3 SCALE:3/4'-V-a'
REINFORCING
n
L
REINFORCING
SCALE:3/4"=1'-0"
SCALE: 3/4"=l'-0"
14M N. RONALD REAGAN BLVD.
ORLANDO, FL 32780
PH: 407-7748078
FAX: 407-7744078
www.abd"gngroup.com
� AA 8: 0003326 -
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
8439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA. FLORIDA 33634
PH: 813888.2928
FAX: 813.8862802
FRAMING NOTES:
sci
----- N
— — — — — — — — — — — — — SF16—l—T10—M/-0B — — — — — — — — — — — — — — — 8—F 1-6 —1Tl-0M/l B -------�e
8F16-1T/OM/16
LIX222222222��El
10
6
%
lk
UNO, PROVIDE BB1 WHERE
ROOF TRUSSES BEAR, TOP
OF WALL EL. 9'4', UNO.
A
8RF14-
1T/OM/08
8F36-lT/OM/IB
- — — — — — — — — — — — — — — — — — — — — — — — —
8F36-1T/OMtOB
9'4" 8F161Tl0M/08
ul
LIFT BEAM PLAN
SCALE: 1/4" - V-0"
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETAl 6 W/ (9) 1 Od x 1 1/2" HDG NAILS,
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 Wf (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD:
SIMPSON HI OA OR LGT2 W/ 1 Od 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
MANUFACTURERS SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4').
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER 0 16" O.C.
11, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DIESOF"PTION
REMARK
I
(D
(2)2XI2
(D
(2) 2X8
BEAM SCHEDULE
0'd&2M INDICATES OPENING BELOW / T.O.B. =TOP OF BEAM/ S.O.L. = BOTTOM OF LINTEL I T.O.A. =TOP OF ARCH I T.O.S -TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
fe
(Pei)
SIZE
W�KH'
REINFORCEMENT
STIRRUPS
REMARKS
STM.
TOP
MID
SIZE
SPACING
Bei
MASONRY
3000
8x8—
1 (1) #5
NIA
—
GROUTED SOLID
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL32750
PH: 407-774-6078
FAX- 407-7744078
wwwAbdosigngroup.com
AA #: 0003325
DRAFTING BY:,
BY
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONr CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SIM34186-2628
02] 1314RMS-IN2 FAX: 8 : 8
rexmDlv. A. L07N
SILVERADO
LOT #7
BLK #14
JPRoJzcT#
03719,000-07
2795-B
GARAGE 8TnNG:
LEFT
PAGE:
LIFT BEAM
PLAN AND
NOTES
15V*H ENA B
NOTES TO THE INSPECTOR/CONTRACTOR TYR B"XB"
1. PLACE LINTEL ACROSS TOP OF OPENING.
BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL
PLACE STEEL HEIGHTE 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
aG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
V� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"xt6"
5. COINCIDE WITH A LINTEL THE BOND BEAM
LOF THEDOUBLE
#5 CORNER BAR W/ 30" LAP FOR EACH
p` COURSEBREAM IS OMITTED AND A LINTEL IS PLACED. THE STEEM L
1#5
COURSE OF BOND BEAM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
/ A 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP.—
VERTICAL REBAR W/ 10" HOOK
�Q
PO��G / DBL. BOND P OF
BEAM W/ #5 BAR BOND BEAM
BEAM
�\Q��" � EACH COURSE
• G 8x8 BOND BEAM T P OF
BOND BEAM
��30"TYPICAL
• TG�\� WI (1) #5 BARI-ON
F� F=FILLED W/ GROUT
I .Y\NFILLED GROUT SOLID FRTOPNOMINAL LINTEL TO TOP OOFOPENINGWIDTH
'#5
# OF #5'S, IN E BOND BEAM, IF FILLED
BEAM COURSE
BAR IN BOND BEAM
SEE NOTE 5
16-1 T/1 8x8 PRE -CAST CNOMINAL—��
LINTELW/(1)#5MASONRY
LENGTH OF BAR OFHEIGHT
# OF #5S, TOPCORNER OPE"'NG-2"BEAM DESIGNATION
IT IS TH13 ENGINEER'S INTENT BOND BEAM COURSE ORREINFORCING
THATXFXX-IT/1 WDS INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST C1
OF BOND BEAM
AND XFXX- 1TNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEFERSCALE:
3/4"=1'-0"
ITIS THIS ENGINEERS INTENT TO PLAN FOR LO
AND XUX%- 1T/iMIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED T�
LINTEL OF OPENING
ANDXUXX- IT/OMXIB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3) I-W16
SINGLE BOND BEAM
TAPCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION
SHANK SIZE.145 MIN HEAD
WINDOW
SIZE .300 MIN EMBEDMENT 1
SINGLE BOND BEAM
1/4') 8" FROM EACH END AND
AT LOWER ELEVATION
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
#5 BAR BENT
SHOWN
31M„
2x6 (MIN 2 X 3) 23/18 TAPCON
PRE-CAST4.
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE .300
SILL
MIN EMBEDMENT 1 1/4") 8"
SLOPE
FROM EACH END AND 18"
7C'
1-114"
;7119'OSB
%
EMBEDMENTN
R
2x8 (MIN 2 X 3) 2JI18
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AS TO ALLOW BEM
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
BAR TO BE PLACED IN
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
UPPER AND LOWER #5 MIN. REQUIRED IN
18" O.C. MAX. MIN 1-114" MIN, 2-12d PER BLK. EA. END
BOND BEAM EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W/
SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
CMU WALL
SILL CONSTRUCTION
CORNER BARS
4
ARCHWAY FRAMING DETAIL
AT CORNER STEP
3
SCALE: 1 tl2"=1'-0
C
5 /4"=1'-0"
SCALE: 3
SCALE: 3/4"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
� I
> I
I
SINGLE #5 CORNER
BAR, 30x3O TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
6
II I II /
I
I�
I�8x8
I)
CMU PIER
PROVIDE #5 BAR
W/SINGLE OR DOUBLE REINF. BAR(S),
AT EACH SIDE
SEE PLAN.
I /
STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND. BEAM CHANGE
LINTEL
CHANGE IN
ELEVATION OF BOND BEAM
-1
%1 SINGLE LINTEL, MULTIPLE OPENINGS
v SCALE: 3/4"=1'-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7748078
FAX: 407-774.4078
W W W.abda9Igngroup.com
AA #: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886.2628
FAX: 813886-2802
BUDDIV. & L/07:
SILVERADO
LOT #7
BLK #14
PRGJECT*
03719,000-07
mopzu
2795-B
GARAGE SWING:
LEFT
PAGE:
DETAILS
150 MPH E^ B
FRAMING NOTES: y,
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES.2.
SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: CJtKl�
ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENERCJ3Tpwp
SCHEDULE.
Y x M N N x q a N p p x a N x w a
C,13
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULEMEETING
THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5T
n n 16 •d
CJ5
MANUFACTURERS SPECIFICATIONS.iAt
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
AH7
to
ARE TO BE GALVANIZED. .1
1
5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED. AH9
.�_•_• a_ a_ s -._ a_._ s_._ a a I
777-74 —1- +.T.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
I - -
CONCRETE LINTELS. AH11
;=Am ; mi6ma a! !■ ;
7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
I 3
CLEAR SPAN OPENINGS.
`-----------
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). AH13
=a ;iili lala i!i!;!i!a!i!;!i la�lila a!i!;!
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
'Sip I I
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15
----------- >_ m
._._m_--- _.I_: ._:_m_._._6
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
I
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL. AH17
a_•_a_--a_s_s _s_.-._m_m_.I ::.m�s_._•_a_P
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED AH19
`_`-`_` •-s_'a_. m_: _._•_. _ . _ : ®s : m _ . ae . al _ p
FASTENER, ZF 72 P8S36,.177""x27/8" LONG, WITH WASHER @16"O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT. AH21
.- s_ s_•_._._._._ a_._. ._ml_•_._._ s_._.s®6
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
I
RATIONAL ANALYSIS.
I
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23
_ r
.:. _ • - . ®- _ . �::r � . _ a _ . _ ml_ • .. _ • _ s _ . _ .22
NOTED OTHERWISE.
I ATTIC I
A
m_mm_._a_a_.-- L-+i-I._._._ _._. _•I_s_._a_s_m_._�
I I
TRUSS MANUFACTURER / ENGINEER NOTES:
I I
- - - - -, - - - - - - - - - - - - - - - - - - - -
AlAt
>,_a_mm�:gyp®._._:_:asm® a_._a_ammmmaa-.-._._a::
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.) Al.
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND AT ACCESS
a : s:®p z� •_._m_•®s a_a_._.®s .._a_._._.
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 Al
NI_ a_ s_. 6_ s:®._ s_ s_ s seas s _ a _- _ s _ m s®
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. A2
i ul I I
LU
�_._a_m_Is_aaaNea_s_a_. a_•_._--s-�_s_•_. _6
A2
�_._a_a:.o•_._.sas =- .me.•_._s_m-d...._._6
I------------i I
A3
._._-----_a_._._--- ._a_s_..®-- .._._._r
PREFABRICATED ROOF i I
A4
TRUSSES 0 24" O.C. MAX L
._m. a_._._._._._._: ._._._._ a_._ a_ a_...
A5
�_.>_:moss---- .s_._a_ ._a_•_a_a_._a_._ma -
A5
i I
6_._...... s_.._--- ._._._----.-s_s_._m
I I
AS
.�_a_a..... s_..._s:.- _a_a_._s_----s_. a._.
I
AH23A
I
�_._._sm--s>_s�s_._m_s-._a-s_._m
I I a�Q
AH21A
,a_a_._s._a_--ammom_._._m
L- - - - - - - - - - - - - - - - - J
AH19A
a_._a_.-s---m: a_.saa.zssas a_:_..s:.s®s_a_:
AH17A
a-•_a_a_ --'•ems yT (2)H10A (TYP @• la .sv�\ a_a_a_..s
IC
BEARING WALL)1
AH15A
a_a:a_:ACCESS ,_•
a .7 ._
._._m_: m
(
AH13A
s_._._s_. _._s_._s_a_ I _•� a_._._._•
J
AH11A
._._._• _a_.:m_. _a_. •_._._.
AH9A
a_._a_ ._._m_•_s_s •_._s_s
1B -- 1A•
1A
AH7A
1A
t
.1
C
m_._m_
:_ sy�p N N N N N N• y
s_._s_a
B
tl N N q p
N gg
w
g
C
a_a_s_ m
_-----
--
. •
BGE
FRAMING PLAN
CGE
--------
SCALE: 1l4" = 1'-0"
2XI2 TO 4x4 "T w/
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwAbdeslgngroup.com
AA9:000332B
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33834
PH: 813888-2628
FAX: 813406.2902
IP
T.VRDM & LOSILVERADO
LOT ##7
BILK ##14
ROJECTI►1
03719,000-07
mop'z :
2795-B
GARAGE EWWO:
LEFT
PAGE:
FRAMING
PLAN
150 MPH EXF. B
A41) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 } NAILS TO TRUSS
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12)16d x 1 }" NAILS TO TRUSS
DBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-0) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 1 Dd x 3 }" NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12) 1Sd x 3 }" NAILS TO GIRDER
1 x2, 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
GALV. COMMON NAILS.
tx2 SECURED W/ 10d
GALV. COMMON NAILS
12"O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4".
S", 8" x V-9' MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX, TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS,
ENGINEERED WOOD
TRUSSES 0 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY)
B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
S
113 1C TYPICAL TRUSS/
GIRDER CONNECTOR(S) - -
314" T 8 G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
5/8" GYPSUM BOARD OR 1/2" HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE W/ (2)
16d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD TRU
0 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
2x WOOD FASCIA SE —'
SEE ARCHITECTURAL �t
2x SECURED W/ (3)16d
GALV. COMMON NAILS. MASONRY BONI
lx2 SECURED W/ 10d
GALV. COMMON NAILS BEAM
12"0/C SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFANALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
S", 8" x 4'-0" MAY BE ADDED
W/ IDd 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 HD TO CMU AND (12) SDS
}" x 2 }" TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
(2)} x 5" TITEN HD TO CMU AND (18) SDS }" x
3" TO GIRDER
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
(2) J" x 5—nTEN HD TO CMU AND (18) SDS }" x 3"
SCREWS TO GIRDER (EACH TIEDOWN)
ENSURE THAT CELLS ARE GROUTED
SOLID, 8" EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
2A 2B 2C TYPICAL ROOF
GIRDER CONNECTOR(S)
20 GAUGE
d/2 HOG NAILS
A END. TOTAL OF 10
FLOOR
GIRDER
UT A.B. WITH
MSEDMENT
TO SLAB 8 (18)16d x
2x4 OR 2x6 WOOD BEARING
2-12" NAILS TO POST.,
WALL W/ SYP No 2 STUDS SEE
POST TO SIT DIRECTLY
PLANS FOR SPACING. SINGLE
ON SLAB
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
. n•
12" GYP. WL. BD.
�1GIRDER/WOOD POST CONNECTIONS POST CONNECTIONS
.a<
%,,FLOOR TRUSS CONNECTION @ L.B.W.
'* SCALE:3/4"=1'-0" (NO UPLIFT)
NOTCH DEPTH 1l4•D
HOLE EDGE >5/8"
HOLE DIAMETER
< 2/5•D SGL. STUD
OUTER 1/3 OF
SPAN ONLY
HOLE EDGE 1518"
01
BTM. OLE DIAMETER
PLATE < 3/5•D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
8 SCALE: 1 1/2"=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) 3/4— 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) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"• SIMPSON TITEN BOLTIJ43OLT, 5"
MIN. EMBED (36) i6d GALV. COMMON NAILS AND (12)16d GALV, COMMON NAILS.
E - SIMPSON HGUS283 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) l6d GALV. COMMON NAILS.
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 3/4"=1'-0"
# 1100 UPLIFT SIMPSON
HTSM20 W/1010d TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
COW POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 IDd 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 8 2" APART
REPAIR OF MULTIPLE
3 MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4"=1'-0"
6-0" MAX (W/1X4)
OR 10'-0" MAX (W/2X4) le
(2) 2X4 No.2 SYP DIAG. —
BRACE W/ (3)12d 0 EA.
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
0'-0" TO W-0" (1) W BRACE
W-1"TO W-0 (3) W BRACE
(1) "X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA, -
SEE ARCHITECTURAL
ix4 DIAGONAL
PRE-ENG GABLE TRUSS—�
BTM, CHORD
BRACING, SEE
STIFFBACK (AS PER
PLAN FOR LOCATION
TRUSS ENG)
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
tx4 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 WI (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD /�
INTERSECTION TYP. /1 BTM" CHORD BRACING
SCALE: 3/4"=1'-d'
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
�CHEDULE.
SCHEDULE NEW.
SEE SCHEDULE FOR BOLT SIZE
SEE LEDGER SCHEDULE W
5 12- MIN. EMBED. (TYP)
1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE
PLACED INTO GROUTED CELLS, 8" ALL AROUND
BOLT.
Z
2. END OF FRONT AND REAR LEDGER SHOULD
LAP A MIN OF 4'-0".
3. ALL BOLTS TO HAVE WASHERS
=
4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
°D
CLOSER THAN 6" O/C.
S. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
(2) _ PT
DIA, x 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
FSMMVXM
CENIIM %M
A
DOUBLE 2a8
12"
8" 0/C
16" O/C
B
DOUBLE 2x8
314"
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 200
14"
6" O/C
i6" O/C
F
DOUBLE 2xl2
3/4"
6" O/C
1 12" O/C
10 WOOD LEDGER DETAIL
SCALE: 3/4"=P-0"
SEE SCHEDULE FOR
BOND BEAM REQ.
20 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
4'-0" O.C. (AT SHEATHING
SEAMS)
SECURE 2x8 PT. PLATE
TO BLK W/ 1/2" DIA.
ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
O.C. MAX
CONT. 2x4 SECURED W/
(2)10d's Q EACH TRUSS
TO BE INSTALLED
10'-0" O.C. MAX.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 34'=1'-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, F1, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO Fl AND F2 FORCES.
11 ALTERNATE MATERIALS
SCALE:
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngmup.com
AA #: 0003325 -
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 330M
PH: 813888-2628
FAX: III!= d802
91USDIV a# XJDT:
SILVERADO
LOT #7
BLK #14
PROJMCT#
03719,000-07141
mop2795-B
GARAGL' 8WING:
LEFT
PAGL':
DETAILS
150 PH EVIII, B
FLOOR DECK
2x6 PT TERMINATION
2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16'*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
1 SCALE: 3/4"=1'-0"
SIMPSON H6 WI
(8)8d COMMON NAILS 2x STUDS
SIMPSON HB W/ (8) Bd EACH ENO
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/ 10d x 1
GIRDER TRUSS 1/2" HDG NAILS
/
WALL FLOOR FRAMING,
2 TRUSS PARALLEL TO WALL
SCALE: 3l4"=1'-0
PLYWOOD SHEATHING,
SEE
"ROOFANALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
2x4 BLOCKING AT ENGINEERED WOOD
24" O.C. wl (2)12d TRUSSES 0 24" O/C,
TOE NAILS EA. SUBMIT SHOP
END TO TRUSS DRAWINGS FOR REVIEW
AND APPROVAL
SEE SCHEDULE (2) SIMPSON OTC CLIPS W/
FOR BOND BEAM (2) 3I76" X 1 3/4"
REQ. CONCRETE SCREWS INTO
CMU AT BLOCKING W/ 1/4"
8" CMU WALL. MAX. GAP FROM TOP OF
SEE PLAN FOR WALL TO BOT. OF
VERT. REINF. WALL BRACING AT BLOCKING
3 NOW BEARING EXT. WALL
SCALE: 3 4"=1' 0
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x6 BILKING BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES W/ 10d 3" O.C. 1ST PLY
FLOOR DECK
2x4 W/ (4)16d NAILS
(2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 10d O.C.
#6 WOOD SCREWS
2x4 BLOCKING 0 EA, BRACE.
NOTE:
op OF
TOP Of FLR TRUSS
BRACE W/ (3)12d EA. 4'-0" O.C. (AT SHEATHING SEAMS)
STAGGERED UPPER PLY INTO 2x8
N
x 2" LONG (D O.C.; NI
TOENAIL INTO TRUSS W/ 4 16d
()
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS BT.
TRUSS (DIAG. BRACE TO
BELOW
O
STAGGERED OFF
NAILS END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
COVER 5 TRUSSES)
CENTERLINE OFF 2x6;
3/4" AS SHOWN
2x4 BRACE � 48" . w/ (5)12d
O.C./ (5
MIN. FROM 2ND, FLR.
FLOOR DECK
0'-0" TO 30'-0" (1) "X" BRACE
DBL 2X8 LEDGER
NAILS 0 EA. END
LINE
LINE
2x6 CONT. W/ (8)16d NAILS
@ BT. OF FLOOR TRUSS
30A- TO 60'-0 (3) `X" BRACE
PRE•ENG GABLE TRUSS
8" CMU WALL
TO CMU WI 1/2" EXP. BOLT MI
8d RING SHANK NAILS 0 4" O.C. MAX
(BT. 2X61S FOR WALL
(1)'OC` BRACE CENTER
"X` BRACE DIVIDED EQUALLY
REINF PER PLAN
AT 16" O.C. AND 8" FROM
INTO BLOCKING
SHEATHING NAILER)
(2) 2x SUB -BAND
FROM CENTER TO END. STIFFBACK AT ALL
END W/ MIN 5-112" EMBED.
16d NAILS ((E 8" O.C. MAX
UPRIGHTS OVER 4'-10" HIGH
1X2 FIRE -STOP
(AS PER TRUSS ENG)
PER ELEVATION
FLOOR DEC l4"
PER ELEVATION PER ELEVATION
IV
LLO
~z
PLYWOOD SHEATHING, SEE
NAIUNO PATTERN
"ROOFNVALL/FLOOR
3 �x
SHEATHING
O
FASTENER SCHEDULE"
PER ELEVATION
PER ELEVATION PER ELEVATION
SEE TYP. TRUSS CONNECTOR IN
DETAIL FOR STRAPPING INFO.
2x4 P.T. CEILING
PRE-ENGINEERED WOOD
24
FLOOR TRUSSES (SEE
PRE-ENGINEERED WOOD
1x2, 2x W000 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
1z O.C.
REPAIR DETAIL I F
FRAMING PLAN)
BOND BEAM RED. BOND BEAM REQ.
SIMPSON HETA-16 G
EVERY TRUSS (VERIFY
GALV. COMMON NAILS. TRUSSES @ 24" OIC,
1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
1X2 FIREBTOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16
W/ TRUSS PLAN)
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AT TRUSSES PARALLEL
32"o.c. MAX.
(VERIFY W/ TRUSS
SECTION DETAIL
2' O/C AND APPROVAL SECURED W/(2)12d's�
MASONRY BOND BEAM EACH TRUSS
TO EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
SCALE: 314"=V-0"
c PRE-ENG FLOOR TRUSSES
' SCALE: 3/4"=1'-0"
V
W/HIP RETURN
SCALE: 3I4"=1'-0"
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES —�•-_.
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO BAYS 4'-0` O.C. (AT
O PRE-ENG'D
WOOD
SEE SCHED. BELOW
ROOF TRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 24" O.C.
NOT SHOWN FOR CLARITY)
MAX
FOR STRAPPING
PER EL VATION JAI
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2x6 PT. PLATE TO BLK
W/ TRUSS PLAN
TRU88 TO TOP PLATE
5/8" GYPSUM BOARD OR 1/2" HIGH
W/ 1/2"DIA. ANCHOR BOLT Wl 2"
A • SIMPSON MTS12
STRENGTH CLG. BOARD
4x4/4x6 SYP NO.2
WASHER SET IN HIGH
-
U < 990 LBS W/ (14)10d
SECURE TRUSS TO TOP PLATE wl (2)
WOOD POST TO
STRENGTH EPDXY 6" MIN.
GALV. NAILS.
16d TOENAILS
SLAB. SEE
EMBED. AT 32" OC MAX.
B - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2x8 P.T.
U . 1420 LBS W/ (14)10d
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
GALV. NAILS EA, STRAP
2x4 OR 2x6 WOOD BEARING
CONNECTION
WALL W/ SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTM. PLATE TO BE PT.
LINTEL COURSE
PROVIDE DBL. TOP PLATE
•
PROVIDE BLOCKING
o•
"
�,.
SIMPSON SPH4 OR SPH6 BTM
1/2" GYP. WL. 80.
0 -
AND TOP PLATE ANCHORS W/
10d x 1 IQ" COMMON NAILS
SECURE ST. PLATE TO SLAB W/
CONT. 2x4 SECURED WI (2) 10d's (g� EACH
FILL ALL HOLES, DO NOT USE
10dx 3"
,/2^xg" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
V TRUSS/WOOD POST CONNECTIONS
TRUSS TO BE INSTALLED 019-0"D.C.
MAX.
EPDXY 5-1/2" EMBED. MIN. G 16"
10 1 10b 1 0c
OC MAX.
SCALE: 3/4"=V-0"
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
'`
!a•
TrAM TO POST OONNEC„ON
O
SCALE: 3/4"=1'-0"
a
A - SIMPSON MTS-12 U < 990 LBS Wl (14)10d GALV. NAILS.
-• a
B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS.
C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16)
1/4'k3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10)1/4" X 2 1/2" SOS TO POST
TRUSS
CONNECTION L.B.W.
9a gb
POST TO SLAB CONNECTION
SCALE: 3/4"=V-0"
A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA, x 6" EXP. BOLT
SIMPSON ABU46Z POST BASE-U2,300 G:10,335 W/ 518 DIA, x 6" EXP, BOLT
C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, 7"
EMBEDMENT TO SLAB 6 (26)16d x 2-1/2" NAILS TO POST.
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH:407.774.6078
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:813888.2628
FAX: 8138862802
etmDIV. at LOT
SILVERADO
LOT #7
BLK #14
PROJECT#
03719,000-07
moP2795—B
GARAGE 8wLr7G:
LEFT
PAGE
DETAILS
in MP B
DAM
T 01/01/21
8CA* .1/4"=1'—O"
sHm=
S3.1B
FOR ASPHALT SHINGLE ROOF, USE MIN 7116- STRUCTURAL
SHEATHING EXP 1(24/16) or 15W STRUCTURAL SHEATHING EXP 1
(32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132"
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND
EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN
NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'
OF GABLE END.
SHEATHING
FASTENER SCHEDULE
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DNA.
TENSILE STR.
SHANK
ASTM
8d
RING SHANK,
23/8"
0,113
170,000
RING RINGS
F1667
SCREW SHANK
PER INCH)
RSRS-01
Sd
RING SHANK,
PNEUMATIC
2319'
0,113
F1667
SCREW -NAILS
RSRS-01
EXTERIOR SHEATHING
USE 1/2" COX OR 7116" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT
4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUR SPECS.) SEE DETAIL.
ZONE 1: Sd NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2n, 2r: 8d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD
ZONE 3,3e, 3r. 8d NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD
Sd RING SHANK GUN NAILS 0 4" O.C.
TOP & BOTTOM EDGES
w
3 v:
(W(��
CC
LL'
Y C
wC
pC
RAFTER OR TRUSS
onnc cuceruwr ��
s
HWYAHeAIHINV l TVUI
AND ENDWALL BRACING
FOR GABLE END FRAMING
NTF• GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 21
BLOCKING PER NAILING SCHEDULE
8d RING SHANK GUN NAILS
SEE 'ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
#8 2" DECK SCREWS N 6"-8" O.C. MAX Q
EDGES & 12" O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
I. . . . . . . . . I
TYP. EXT. SHEATHING ATTACHMENT
GABIE-Ero
i
Hw aaoP X--{
FASTENER SCHEDULE
HWYAHeAIHINV l TVUI
AND ENDWALL BRACING
FOR GABLE END FRAMING
NTF• GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 21
BLOCKING PER NAILING SCHEDULE
8d RING SHANK GUN NAILS
SEE 'ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
#8 2" DECK SCREWS N 6"-8" O.C. MAX Q
EDGES & 12" O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
I. . . . . . . . . I
TYP. EXT. SHEATHING ATTACHMENT
GABIE-Ero
i
Hw aaoP X--{
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
FASTENERS
FASTENER
APPLICATx]N
812E
TYPE
SPAONG
REMARKS
APPUC m
512E
TYPE
I SPACING
REMARKS
1M P}NRRNG To
CASE HARDENED oox
.—a--
•Ow.
TAPCONMA9IXAY
8,�
11?EMBED., r END O-,
MASONRYICONC,
NML 11IT LING.
8,
TO MASONRY/CONC.
NO WA9NER
FASTENER
11/TEOGEOEIT.
9GO, N.fxT.0000.5
CASE HAapENFO COIL
9•G'G
WMDGWNOOIM FASTENED
GAMGE DOOR BUCK
1?OM W/
E%PANSx]N BOLTrEMBEDGEDIET.
it PT, SEE NDTEB
NNL1 UY LdJG,
STAGGERED
INTO MASdiRTIWNC
TO MA9WIRV/GONG.
WASHER
3•EDGE 05T.
wsexevecac
usE HARDENED coB
o-oc
wNDOWNOIXLPASTENFD
METALsmAPro
CONTACT THIS ENGINEER FOR SPACING
1.Pr, sEENrnEB
NAIL1 arLONc.
sTAGCEaeD
INTO MASDNavrcGNc.
MASDNRY/cGNo
REQUIREMENTS
ExT.9WwG DOOR
R)
E..
NON-BEAWNC WODO
1? E%PAN <•EBBED.rEM
BUCNLPT SEE NOTES
NO WASHER
FASTNER
1Y qC
DIET„i-EDGE DIST.
WALLTo CONC, 91A8
WI WASHER Bq.T ?<pC 013T„Y EDGE DIET.
w' w'�� B.IOB•PAf •21AT YOIC r _E DIST.,._
M TO STEEL COL., eEE 1STAGGERED EDGE DIST
NOTES
1 STAPLES 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 MANUFACTURERS SPECS AND / OR NQA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M MAXIMUM AGGREGATE SIZE SHALL BE 3W,
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
WOOD:
ARCHITECTURAL MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT
PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO FROTH OR WEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF,
ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
TO
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7I1 EDITION
ALL EXPOSED EDGESOF CONCRETE ARE BE CHAM'ERED 31t.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
ACI 318-14, BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 84All CONTINUOUS POLYETHYLENE VAPOR BARRIERADHMEMBRANE UNDER ALL SIABS-0NC�ft0UfN7 WHERE INDICATED ON
ELASTICITY=1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-le AND AISC SPECIFICATIONS
PROVIDES SEAMS TAPPED B POLIES ADD SEALED WITH
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORMWORK:
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN %* 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 2020, 781 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
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2'
IS COMPLETE. IT IS THE CONTRACTOR'S 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 A10e4/AIO64M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
WOOD TRUSSES:
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
BE SUPPORTED WITH 2• CHAIRS SPACED T-O' CC, EACH WAY.
SPECIFICATIONS FOR
DESIGN SHALL
70 BE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESINALGNS SIGNED AND
STRESS -GRAPE LUMBER AND ITS FASTENINGS'BY THE NFLO TRUSS DESIGNS SHALL BESIGNED
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
O
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
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 A61SA615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A618
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
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-WCOD TRUSS CONSTRUCTION%AND 'SCSI LATEST EDITION"
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 -CONNECTED
20 psf TOP CHORD-rloR-m .-.t
REVIEW.
TYP. MIN LAPS SHALL BE A9 FOLLOWS: W BAR - 25' #8 BAR - 38"
WOOD TRUSSES.
10 psf BTM CHORD-nolwxlcunBnt
45 BAR - 30" #7 BAR - 42"
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSVASCE 7 88: 1990.
psf TOP CHORD per TOP CHORD
7 e<w/ASPHALT SHINGLES 10 Tw/NO GYPCRETE
(7 (1
(n ) ( vs )
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 psf BTM CHORD 8 psf BTM CHORD
THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD 70 RESIST WIND UPLIFT:. tOpsf
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 60W
WALL.
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
WIND: DEAD LOAD SPEED 020) MPH 3-SECOND GUST
B, RISK CATEGORY IN
(ASCE 7-IT
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
HAS STSUREORAGE: UNINHABITABLE ATTIC WITH LIMITED
13LE(FBC ATTIC WITEXPHOUT
LIVE LOADS: UMNFIABITABLE ATTIC WITHOUT STORAGE:
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
WITH
20psf, ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: SOpef, PASSENGER
AND DECKS: NTS:
WITHOUT THE APPROVAL OF THE ENGINEER
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40ps(, SLEEPING ROOMS: 3OW, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
4OW
MASONRi/•
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' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
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
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
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
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 7-16 COMPONENT
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90GRADE ftn = T000 PSI. BLOCK SHALL BE PLACED USING
,
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30DO 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 V TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT,
FOUNDATIOW SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING
TYPE "M' OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SU"RADE 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-1557. TREAT ALL
CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT EEO -TECHNICAL ENGINEER TO VERIFY
REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
LAP VERTICAL RE13AR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O.
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
STRUCTURAL STEEL:
BE MADE BY THE GE0.TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCRETE:
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A50OZM, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM
ASOO/ASOOM, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B. TYPE E OR S. Fy =
2,800 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE
35 kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoCRTO
OTHER BOLTS SHALL BE ACCORDSTM 25CEWIM BOLTS TURNED ELEMENT. BOLTS
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED YN- PRIORTO THE ADDITION OF PLASTICIZER.
HWITHWASHERSUNOEHOD.
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 MID ASTM CW94M OR MEASURING, MXING TRANSPORTING,
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL,
ETC. CONCRETE TICKETS SCOW. BE TIME-STAMPEDWHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE NIX UNTIL IT L9 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE S A DELAY IN SUCH THAT A BATCH IS FELD FOR LONGER THAN 90 MNUTE9, 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 THE ABOVE,
1
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)
B. FOR CONCRETE EXPOSED TO EARTH ANDIVRWEATFER
1-1rC FOR #6AND SMALLER
2' FORM AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4" FOR SLABS, WALLS AND JOISTS
1-17 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
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