HomeMy WebLinkAbout7116 Steer Blade Drv
►-1
99 92795-CAMDEN9
FOR:
11 ft, HOR-11ON
A0W.IWA:;�0
12602 TELECOM DRIVE, TAMPA, FL 33637
T4sl: (813) 740-9720 Fax-- (813) 740-9715
-STATE OF FLORIDA
CERTIF ED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
.p-RAMBUUDRIG COIN FER
7TB 11DInpp (21M)
-ALL IWAL AND WATR WXS
-OCCUPANCY - RESIDENTIAL, GROUP R3
'CONSTRUCTION TYPE - VB
-MM. INTEB[OR FINISH - CLASS B
'BASIC WIND SPUD - VUlt=150 MPH
Vasd=116 MPH
-EXPOSURE - B
'i-STORY RESIDENCE -
-2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL
AND STATE CODES
ABV.
A/C
ADJ.
DJ
ALT
AMP.
BD.
CL
CAB.
CLG.
cLR.
CONC.
CPT.
c.T.
D.
DILL.
D.G.
DIA.
DIM.
DISP.
DP.
DR.
D.S.
DTL.
D.W.
EA.
ELEV.
EQ.
EXH.
EXT.
F.GJFX.
F.G.
FIN.
PLR.
FLUOR
CDR
GA.
GAR. DISP.
GL,
GYP. BD.
H.B.
H.C.
HDR,
HOT.
INSUL OR HT
INT.
ABOVE
All CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTERLINE
CABINET
CLEAR
CLEAR
CONCRETE
CARPET
DcraE
DRYER
DOUBR
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELevnr[oN
EQUAL
EXHAUST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
F OTTIING�R
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LUM.
M.C.
MFR.
MIN.
M.T.
MTD.
MTL.
N.T.S.
O.C.
PL
P.B.
PH.
PLY.
PLYWD.
PR.
P.T.
R.
RAD.
RA.
REF.
RM.
SC
S.C.
S.D.
S.H.
SHT.
SHTHG.
SHWR.
SIM,
SL.
SL. GL.
STD.
SWS
TEMP.
T.O.C.
T.O.
T.O.P.
T.O.S.
TYP.
U.N.O.
V.P.
W.
1
u o.
WOW.
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
ONNOT TO
oN CENTER
PROPERTY LINE
PUSHBUTTONPG
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURNAIRGRB.L
REFRIGERATOR
ROOM
SOLID OPENINGREXT
R ECTOR
SMOKE DETECTOR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
SHEARWn
SHEAR WALL
SECTION
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OP SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPORPROOF
WASHER
WI
WOOD
WINDOW
I BRW��R
WROUGHT IRON
DATa
DOSN�S GN
OM/0
CONTROL DATE
ARCHITECTURAL SHEET # DESCRIPTION
OiQ6/g
ADDED ISm-C ENGMEERNG
PG Cl—COVER SHEET
PG GN-GENERAL NOTES
PG Al —FLOOR PLAN
PG A2D—FRONT AND REAR ELEVATION "D"
PG A3D—LEFT AND RIGHT ELEVATION "D"
El —ELECTRICAL PLAN
PG PS —PLUMBING PLAN
PG MI —MECHANICAL PLAN
PG DI —DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL LISTING
PG WAl—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6—WALL ASSEMBLY DETAILS
m'V2DAS
ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN
09/2DAS
FIXED DIMENSIONS FOR STUDY AND DINING ROOM
na2n9
REVISE SCIPT CALCS
Imn4ne
UPDATED LED LIGHTS PER O.R.ORTON
0/30/9
UPDATED LED DETAIL MgMILES PER DR. HORTON
11/mbn9
ADDED FOWDATION ON GARAGE BEARING WALL
62AT93W
UPDATED SIMPSON CONNECTORS I.L.O. LISP
OMMW
ADDED ism-D ENGINEERING
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4076
1
S .FT. CALL. S
REMOv£D STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS
3M✓Jm
ADDED FRONT ELEVATION x PER DRHORTON
�T FLOOR LIVING 2,834 So. FT.
GARAGE 61% Sa. FT.
ENTRY `b Sa. FT.
COVERED I" IW Sa. FT.
TOTAL 3,113 Sa. FT,
narlm
CHANKiED ROOM NAMES PER D.R. HORTON
01/21lII
REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE
ml/2�/21
REPATHED XREFS FOR THE 2m2m PESO
STRUCTURAL SHEET # DESCRIPTION
PG 91—FOUNDATION PLAN
PG SIJA—DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A—DETAILS
PG S2—LIFT BEAM PLAN AND NOTES
PG S2.1A—DETAILS
PG S3—FRAMING PLAN
PG S3.IA—DETAILS
PG S3.1B—DETAILS
PG SN1—DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL IdABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION)CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RR's IN WRITTEN/DRAWN FORMS IN A TIMMY
MANNER. AB DESIGN GROUP TADS NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32760
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA k: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-088-2828
FAX: 813 2812
IP
UDDM aLOTSILVERADO
LOT #18
BLK #13
ROJECT#
03719,000-18131
HOpEL:
2795-D
GAP.AGE BWn40:
LEFT
PAGE
COVER
SHEET
150 MPH E
GENERAL NGTES
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.
SIIE 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABIUTY AND SAFETY OF THE STRUCTURE DURING
8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN %:INCH GYPSUM BOARD OR EQUIVALENT.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.'
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3, MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
& WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SC,
PLUMBNO
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 (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 P3D05.2.
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.
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
EXTERIOR FIN00
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926-18b, ASTM-C1063-19a & 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.
FStE RESISTANT CONBTitUCT10N
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 11T GYPSUM BOARD. R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4' TYPE DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR SOFAIS
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) 71h EDITION, (2020)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
CONTROL DATE: 12/10/20 (RM)
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 327E0
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA N: 0003325 -
DRAFTING BY,
A.B. DESIGN GROUP
DRAFTING INC.
8439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 8134MG-2902
BUDDIV. & LOT:
SILVERADO
LOT #18
BLK #13
lemon CTAI
03719,000-18131
1L0p1Eu
2795- D
GARAGE 81rMG:
LEFT
PAGE:
GENERAL
NOTES
150 MPH . B
SQXT. CAM'S
IST FLOOR LIVING 2,836 SR FT.
GARAGE SIB SQ. FT.
ENTRT 65 SQ. FT.
COVERED LANAI 1°r3 SQ. FT.
TOTAL 3,113 SQ, FT.
00MtiIEJRA Dt1.f=GMDLW=
0=ED 8MIlIE FOR 11
MIXI GBIB
opB
801NIE
SOIE
OWHTNDOA
Ram
NDTIYE
FOODBE
MR WINDdU
10
5
249/-32b
CRITERIA
EXTERIOR SWING
18
5
23.4/-30.1
DR MIN. CRITERIA
SGD. MIN.
41
5
22.1/-41ID
CRITERIA
16010 CAD.
112
1 5
1 20b/-24.9
BASIC WIND SPEED MPH - 150 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=B, MEAN ROOF HT. = 14'-9"
PRESSURES HAVE BEEN MODIFIED PER FHCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONIZILDAIIIIIIIIII11M
SWIM AND SECURE
RADIUS CORNERS, SEE
COUNTER TOP
VARIES MATERIAL TO
PLAN
CABINETS.
BRACKET 4
INSTALLER SHALL
CLOCKING
INSTALL FLAT
ELECTRICAL CI<I
-�ESAR REINFORCING
KITCHEN
AT ENDS OF PARTITION
ARIE ! BRACKETS AS
BASES C
WALL
PJECESBARY.
T
2'Xb'X35.1/4'
LOW WALL
x
2'X6' STUDS
• 16, O.G.
W/ V2'
DRYWALL
TYP. CABINET SECTION
A ALE: NTS
II FLOOR PLAN NOTES II
- ALL DPBISIQM AM PROP? PACE OF 'I �i' EiLOCK WAJ-L
EDG
E GE OF FLOOR SLAB) TO PAGE OF L STUD UND.
ALL MTERIOR WALLS ARE 3 JV UND.
- DRYER YEN =D THSOU64 ROOF lvm,, NOT 6c4tew. D.
- AIR C.01941E660R SET CN 44'X44' POURED OOW— PAD.
PAD ISMING W PROM EDGE OF STILICTWSE.
- WE SHEET GN POR GONER& AND STANDARD BUILDING
NOTES.
. ALL HAISITABLE PRO" TO NAVE ARC FAULT CIR=T
aaelaas-T19t
- ALL PILL NEIGNT BLOCK WALLS BErMW FILLED CELLS
WITHOUT OPwMGe AM SHEAR WA' I a
FLOOR PLAN
SCALE: 1/4' • I'-0'
OPENING DTL.
B BGALE: V2 . I'-0'
1441 N. RONALD REABAN BLVD.
ORLANDO, FL 32750
PM: 407-7746078
FAX- 407-774-4078
www.abdosigngroup oom
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8138862628
FAX: 813888.2802
aunDiv. ae LoT.
14
SILVERADO
LOT ##18
BLK ##13
PROJECT*
03719,000-18131
mop2795-D
GARAGE BIW MG:
LEFT
PAGE:
FLOOR
PLAN
%k.150APH 4 B
FE
r-PA01/30/21
aCAL H: 1/4"=1'-O"
819mm
Al
REA OF ATTIC
= 3972 SQ. FT.
ET FREE VENTILATION AREA REQUIRED
= 11 300
EQUIRED VENTILATION AREA
= 3972 /300
= 13.24
ENTILATION AREA X SQ. INCHES PER FT. (144)
= 1906.56 SO, IN.
IIN. REQUIRED VENTILATION
= .SX 1906.56
1 UPPER PORTION OF ATTIC
OFF RIDGE VENTILATION AREA = 115 SCIIN. PER VENT
953.28 /115
TOTAL# OF VENTS REQUIRED = 8.28939
TOTAL#OF VENTS PROVIDED - 9
*AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
RYMER
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STONE VENEER TO ISE INSTALLED PER
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C COLUMN DTL.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwabdosigngroup.com
AA A: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813,888.2628
FAX 813988-2802
n � Ol/30/21
scAx c: 1/4"=1'-O"
aXMINI'r
A2D
W-4' BRG. HGT.o
9'-4' BRG. HGT.
OFF RIDGE VENT OPF RIDGE VENT OFF RIDGE VENT
OPF RIDGE VENT
F-11 FD-
L-11 El
----------------------- ----------------------------------------
LEFT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT
OFF RIDGE VENT
a ❑❑ 1:1F-1
D El E
� 9d
-------------------- ---------------------------------
io
RIGHT ELEVATION
TEXTURED FINISH
STCNE VENEER TO 15E INSTALLED PER
MANUFACTURER'S SPECIFICATIONS
9'-4' BRG. HGT.
,o9'-4' BF 3. HGT.
0'-0' FIN. FLR
-S GKAL21t=ZMIN.)
1441 N. RONALD REMAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA N: 0003325
mo
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813888.2628
FAX: 813-686.2802
Ot7HDM ae LOT,
SILVERADO
LOT #18
BLK #13,
PROJECT#
mopzLa
2795-D
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LEFT
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LEFT & RIGHT
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150 AN E B
ELECTRICAL LEGEND
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DESCRIPTION
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STANDARD SWITCH
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10v DUPLEX OUTLET (HALF OF OUTLET
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ERUPTER)
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ATED RECEPTACLE
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NT LIGHT
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CONCE PRE -IRE
AN WITH LIGHT (I CFM PER Sa FTJ
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• TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC
FAULT PROTECTED PER ELECTRICAL PROVISIONS
OF POOR '1th EDITION (2020) 4 NEC 210J2 2011
EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISMUA"Itt DISCONNECT TO BE LOCKOUT N
PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER ELECTRICAL
PROVISIONS OF SECTION MIN"3 FBCR Tth
EDITION MIS20).
• LAUNDRY ROOM RECEPTACLE SHALL DE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE
PER ELECTRICAL PROVISIONS OF FBCR ROUT ED
• ALL WORD TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F 1TH ED (2020).
• ALL LAMPS SHALL BE $ELECTED BY BUILDER
AND 15% OF I raiITWNG MUST BE ENERGY EFFICIENT
TYPE PER PBG. ENERGY CONSERVATION
(RESIDENTIAL ENERGY EFFICIENCY) 211V20. Tth
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PANEL: 8AGwp al. bmkw VOLTAGE: 120/240V-1 Ph MAIN: 150 Amp M.C.8
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® DOUBLE LAV.
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NOT TO 81CALJE.
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GENERAL NORM
A. ELECTRICAL MATERIAL& AND INSTALLATIONS SHALL
\ PRE•WIRED
OCIPLY ON ELECTRICAL PROVISIONS OF THE POOR 1TM
\ CLG FAN
E
]EDITION (2en®t LOCAL CODES. AND ALL LOCAL POWER
\
COMPANY REQIREMBW&
\
\
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L
NOW OTFEFUM.
BEDROOM
50a.
PROVIDE BO AMP, OM40 VOLT. I PNASB SEC WAWC
ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (OU N
I-L*" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE S
VO 401MM (AN.) N 2" DIA SCWMX LE 8O PVC
ELECTRICAL PLAN
`LBCTOCCOMPAER"4 °".D I°ED°HERO°
ELECTIePc COMPANY. caDROBUTE nitM THE ELecnaac
SCALE, 1/4' a I'-0'
COMPANY PRIOR TO BID.
------------1
------------
LED LIGHTING
@ DOUBLE LAV.
BATH 1
PROVIDE 302AP CU. TMW 4 1% CIA IN2• CONDUIT OR 9
RHO AL. TM/N - 1% CU IN 2.
CONDUIT OR 2(lo AL. "A
(CONDUIT TO TERMINATE ABOVE SOPPIT • OVER4ANW
COMBINATION LEpNnm
DISGONNBCT SWITCH AND
ELECTRIC MOTOR IN
NEMA 3R EN0.C&.00
NTBRSYSTBM BGNDNG
TEINMAL AT LOW
VOLTAGE CONNECTIONS
1 V CU SERVICE GROUND COMIECTED TO
CONCRETE ENCASED ROOTER STEEL PER
ELECTRICAL PROVI6101,18 OF THE REM TTM
EQL
SA)" DIA X 8 FT LON& COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7744078
FAX 407-7744078
wwwAbdeatgngroup.00m
AA S: 0003325
L
RAFTING BY:
DESIGN GROUP
AFTING INC.UMONT CENTER BLVD.SUITE 1004
A, FLORIDA 33634
: 8134MM-2828
: 813488.2802
>sUBDM a LOT:
SILVERADO
LOT #18
BLK #13
PR
OJZCT#
03719,000-18131
mopaz.
2795- D
GAJtAGs SWMG:
LEFT
L
TRICAL
LAN
H A B
D W 01/30/21
82iiEffiP
E1
NB
I Ell
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r—— — — — — — — — ---- -----i I
I I i
I I I
I I I
I I
I f I
a a
— — I
I I I
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I I '
`_ _________ _____�
12'-11' 12'-6- 22'-2'
in I I
42'X I I I III I I
60' I I II I I
C TUB I I III I I
O a l l I I
I 10 II s i I
I I r l I
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5'-8' 2'-V
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-----II� — ---IL ----------—B
------------
REF
R-PLUMD
p —
JI
KITCHEN 81K U/
AUTO VENTL-4r---jc
Y2'VTR
21 vm
2.
-------- OPT! 2' VT 1/2•
3.
2
299---__—2 UG 1, IIR' 112. 2' VTR LAY
�
1 1/2 2' VTR LAY
----------- -----� 3
LA 3' L.T. W. TUB
I i0 IIR LAY 3 RoUGW 11/2
TUB LAY
3' 2' 2'
3 3'
swum1 I/2'
I 25'-9' I 2'-6' 21'-9' BF1UlR WC p wrl 3'
3'
LAV
C I I AV. I CO
9 I I I
I 2' TO
v----------- -----J
_ 0 ----- PLUMBING RISER MAINF---
1- Q
------
I �
I a
IL
38'-8' 6'•11' 2'-6' 1'-II'
a
I -
I
I
I
HB
PLUMBING PLAN
E: 1/4 . 1'-0'
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774.6078
FAX 407-774-4078
www.abdosigngroup.com
AA N: 0003325
DRAFTING BV:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8188884828
FAXOLS-S -2802
SU13DIV. & LOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
03719.000-18131
MODEL:
"2795-D
GARAGE SWING:
LEFT
PAGE:
PLUMBING
PLAN
15 M H EXP B
[�%1i11
PRINT 01/30/21
DATE:
SCALE:
SHEET
P1
HVAC NOTES
m
MECHANICAL PLAN
SCALE, 1/4 • 1'-0'
I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAIS 4 MASTIC. AND
INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLOC. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL ESE APPROVED UL 161 CLAW I AIR DUCT AS PER NPPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL..
OR OTHER MATERIALS AS PER MC 1TH EDITION (2020) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN 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.
S. ALL FIRE RATED CEILINGS AND WALLS SMALL NAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH
EDITION (2020) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL.
PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOLIS.
ATTIC
AIR SUPPLY �
AIR
EVAP.
NOTE-
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
—
BROKEN LINE- RETURN TRUNK
l
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
®
T14ERMOSTAT
19
PASS-THRU AIR GRILL
EXTERIOR WALL
AIR RETURN SECURE
3/STRAP TO CONDENSER UNIT 61MPSON UJB ROLL STRAP
RUCTION AND LIQUID LINES
OR EQUAL
REFRIGERANT LINES
SECURE STRAP TO UNIT W/ (2)
EXTERIOR WALL 4' CONCRETE SLAB •6X1 1/4' SHT. MTL. SCREWS
1 3/4'PVC GCNDENSATEDRAIN LINE CONDENSER UNIT
d PVC SLEEVE TO LINES BELOW SLAB
T REFRIGERANT LINES TO CONNECTION TO PAD
%
RETURN CONDENSING UNIT NOTE,IA
TRAP DRAIN LINE AND TERMINATE OVER MAIN o 121 DRAIN RIA UR
IN AN APROVED DRAIN, AS PER OVER HEAD 12' FROM STRUCTURE
POOR 1T14 EDITION (2020)
MECHANICAL BLDG. CODE
SECTION 3012,4
HVAC DRAINS
SCORIATED NICKEL ///---FIN. FLOOR CO1 CO
. PLUG
BRONZE ERBUNK
FL. PL. / OR WALL I'-6'
SEE SPEC.
1'-81X6' CONC,
BRASS PLUG I PIN. GRADE
OR PAVING
FITTING OR EXTENSION TO
SOIL OR WASTE AS FITTING OR
WIL RED EXTENSION TO ROIL
OR WASTE AS
SEE
WADE 8240-K JOSAM 560M REQUIRED
INSIDE SERIES NICKEL DRA86 TOP
CAULK P.V.0 OPTI/SPEC
INV. �,INy,
SITE PLANT 617E PL,XN
FLOOR SLAB CLEAN -OUT (TYPN vEXT. GROUND CLEAN -OUT (TYPNT5
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX: 407-7744078
wwwAbdosigngroup.com
AAM: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813A88.2828
FAX: 813J1 266202
aUBDIV & LOT:
SILVERADO
LOT #18
BLK #13
]PR
OJ=T/f
03719,000-18131
"op2795-D
GARAGE awndG:
LEFT
PAGE:
MECHANICAL
PLAN
150 MPH EXP. B
2X4 TOP PLATE
PRE-PAB TRUES
IR' GLG. DOARD
1/2' ORYWALL T• r
SECURE SIT. —
PLATE TO SLAB
W/ N9d MASONRY
NAIL • 32' OG.
MAX
FIN. FLR
2X4 WCOO
STUDS e24'
o_
SLAB
STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
TYP. INT. WALL NON—BRG.
D1 SCALE, 3/4'•I'-D'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 9051.E
ROOF SHEATHING
THICKNESS AS PER
8 4EET SNI. SECURED
PER FASTENER
SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT POR LAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
5' DIA. SLEEVE,
DO NOT CUT
BOND BEAM -
SOLID GROUT
W/ (1)- 5
(2) COURSE
DO NOT CUT
THE BOND
BEAM
REBARS
Za PIPE THROUGH BOND BEAM
D1 SCALE- 3/4'•I'-V'
B" GYPSUM BOA
OR I/!' HIGH
STRENGTH CLG.
BOARD
SEE ENEMY CODE FORMS
INSULATION R-VALUES
REPERENCE STRUCTURAL
m. PER ELEVATION
TYP.
OH.
R-4.1 INSULATION —�
�WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Lx2 P.T. PURRING
STRIPS • 24. O.C.
8' cm
1/2' GYP. WL. BD.�
WOOD BASE
0'-®' FIN. Put _
. a
W/ WINDOW OPENING
n
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER PBCR 908.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. PLR
a.
B TYP. WALL SECTION
NO OPENING NOTE;
PER SECTION FBCR Wrpll - FOR
(I)I—STORY HIP BLOCK WALL 4R122,, Ag2-AYER UNDERLAYMENT
D1 SCALE 3/4'.r-C' SYSTEM IS REQUIRED. FOR ROOF
SLOPES OF 4.12 OR GREATER (1)
LAYER UNDERLAYMENT 18
PERMITTED BUT MUST BE PER ASTM
0226 TYPE 11, ASTM D 486S TYPE
IV, OR ASTM D 6151
w
i!i
I.�:�.T.T.Ti•.�:•:
e•�D:�:il�
'_III
e GAS UNE THRU BLOCK_ I
r\GARAGE DOOR JAMBS
llpy''a D1 SCALE: 1I/2'.I'-®'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNL SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
N"Pt MAD
cm m
,2X4 SPF 24' O.G. MAX. —
SECURE W/ (2) 12d NAILS
• EA END
2x 15LOCKNG 15ETUJEEN TRUSSES
.—PER STRUCTURAL DETAILS
STIFFISACK AT ALL UPRIG"
PER STRUCTURAL DETAILS
iA.A TRL"
CONT. 2x RAT RUN SECURED PER—/�
STRUCTURAL DETAILS J/
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
PER ELEVATION
Ir
\ 5/0' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
1/2' THICK, 2 COAT—
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0-0' FIN. FLR
a.
8' CMU v.
• 4
n W/ WINDOW OPENING
n
R-4.1 MSULATICN
WINDOW ATTACHMENT AS PER
MANUFACTURER SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS • 24. O.C.
1/2' GYP. M. BD.
WOOD BASE
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 90B.U.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNL
SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SWEAT14MG
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI.
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
cm
10 0'-0' FIN. PLR
a.
B TYP. WALL SECTION
NO OPENING
5 1—STORY GABLE BLOCK WALL
D1 SCALE 3/4'.I'-V'
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH:407-7748078
FAX: 407-7744078
www.aldesigngroup.com
AA M: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813886-2628
FAX: S134862802
SUDDIV 89 LOT:
SILVERADO
LOT #18
BLK #13
PROJTSCTp
1[OIRELa
2795— D
GARAGE SWING:
LEFT
PAGE:
DETAILS
150 APH 4A B
i
2X6 P.T. • CENTER OF DOOR HEADER SECURED
UV (1) V2• X 8' J-DOLT
W 4' MR E'bEp"ENT
UV 2' X 2' X VS' IUAGMM 4 NUT
OR
W/ (2) V2' X S' ANCHOR DOLTS
UV 4 MN V IMCtIM
UV YX 2'XN' uAGNER 4 NUT
III
SECURE 2" ON
AT TO MILK
m FLuV MASONRY
NAILS.
2. -m— DOOR EIJCIC SEGIIRD
E W (S) 1,12• X ►' J-DOLT OR AMCHIOR
DtiltOLTS, 4' MN EMBEDMENT, UV 2'
X 2' X V8' HASHER 4 NUT. (V WTHIIN
6' Q TOP, (V WITHIN 8. OF THE 01VL
(3) EVERY SPACED.
00
It
Is
O
R
OR
U
NOTES,
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WEIR
ftir-W N6TM1GTIeM AIW P90A6 IIT4lMSBMR
GARAGE DOOR
T BUCK ATTACHMENT
CALB N'•I•/
2X4, Iaa
SECURE TO BLOCK UV
SAW TAPCONS MN
GNAW SIZE .1,0 MN
HEAD SIZE J100
MN EMBEDMENT I VWJ
1UTFUN 8. OF EACH
END 4 W OC. MAX
SPACIN M
2X4, ME
SECURE TO BLOM
W/3116' TAPCONS MIN
SHANK SIZE J46 MN
HEAD SIZE 300
MN EMBEDMENT 1 V41)
WITHIN VCF EACH
ETD 4 16' OC. MAX
SPACMG.
2X4, 0111
SECURE TO BLOCK W
1/4' TAPCONS (MIN.
6HAW SIZE la MN
HEAD SIZE 300
MIN. EMBEDMENT 1 114')
UTWIN S' OF EACH
END 4 W OC. MAX
SPACING.
2X6. ® 2X6. m 2X6. SO
SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK
WK2) 3/16' TAPCONS 1110(2) WIG' TAPCON6 W/O) 1/4• TAPCONS MIN.
(MIN. SHANK SIZE J46 MIN. SHANK 612E J46 SHRANK SIZE AS MIN.
MN HEAD SIZE 300 MINI HEAD SIZE JIM HEAD SIZE 300 MN
S' cm MN E ISSIM ENT 1 V49 MIN. EMBEDMENT 1 1/4') EMBEDMENT 1 V4')
WT14IN V OF EACH END 8' cm WITHIN 8' OP EACH END S' CPU WITHIN V OF EACH END S, CMII
�� DI�YIINLL 4 W OC. MAX SPACING. 4 E' O.C. MAX SPACING. 4 16' OC. MAX 6PACING.
W P.T. OR DAW' MN N' DRYWALL W' DRYWWLL VJ' DRT'WALL
SECURE THM FRAME 4 a PX4' 2XS, I=I 1 ❑. 2X0, ® 2XS, CM
EXTEND 1-1/4• INTO P.T. NAILER SECUIE TO BLOCK I'X' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4'
BLS SAW U1/ 2) 3/16' TAPCONS P.T. NAILER WW2) SAW TAPCONS P.T. NAILER WW2) VW TAPID" P.T. NAILER
/MIN. SHANK SIZE 1411 DOOR " MN HEAD 0 � 300 (MIN. GNAW SIZE jo lMr' OGD. X 4' MN (MIN. SWANK SIZE J4b MN HEAD SIZE 9O0 DOOR CASING (MIN. SNAWK SIZE J-4b
MIN. HEAD 6I 300 11I6' OBUB, X 4' MR
MN HEAD SIZE 300 MN EMBEDMENT I V4') DOOR CAGING MN EMBEDMENT I V4•) MN EBEDMENT 11,141)
MN EMBEDMENT 1-114' WITHIN W OF EACH CND WITHIN v Or EACH ED VATNM 8. OF EACH END DOOR CASING
WITHIN 8' OF EACH END BOOR JAMB OR WINDOW 4 W OC. MAX 4 W OC. MAX 4 W OC. MAX
4 IBM Or
MAX SPACING ATTACH TO 2X PER SPACMG. DOOR JAMB OR WINDOW SPACING. SPACING.
MANUFACTURES OVAILS, ATTACH TO 2X PER ATTACW TO 2X DOOR JAB PERNDOW DOOR JAB X WINDOW
M ~ACTUE6 DETAILS. MANUFACTURES DETAILS. ATTACH T U 2X PER
MANIJrAC1URES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB
JAB (00 NOT EXCEED 1/4')
DOOR JAMB TO BLACK +3/4" OR +5/4"
r1 A TO BLACK +3/ " OR +5/4"
A
2" M
SECURE TO BLOCK UV
3/16' TAPCON6 MN
SHANK SIZE J45 MN
HEAD SIZE AM
MN EMBEDMENT 1 1/49
UIT14IN Se OF EACH
END 4 W OC. MAX
SPACING
2X6, m
SECURE TO BLOM
WW2) 3/16' TAPCON6
(MN am" size .146
MN HEAD SIZE 30O
MN EMBEDMENT I VW)
e. CMU
WRHM 8. OF EACH END
1 M' OC. MAX SPACING.
14• DRYWALL
2X& 1=1
F]
I'X4'
SECURE TO BLOCK
P.T. HALER
WW2) SAS' TAPCON6
MIN. SHANK SIZE J46
DOOR CABINS
MN HEAD SIZE JIM
MN EMBEDMENT 11149
WITHIN 8. OF EACH END
4 W OC. MAX
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MAMUPACTUES DETAILS,
NOTE. 6HM AS NEEDED TO PLUMS
JAMB (DO NOT EXCEED V49
DOOR JAMB TO BLACK +1 1/2"
R TO BLACK +1 1/2"
NOTE, 61,011 A6 NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLACK +1 15/16"
r:111INDOw TO BLACK +1 L5/18"
kl
2X4, SS
SECURE TO BLOCK W/
3/I6' TAPOONS (MIN.
SHANK SIZE .146 MN
HEAD SIZE 300
MN EMBEDMENT 1 114')
WITHIN S' OF EACH
END 4 W = MAX
SPACING.
NOTE, STRUCTURAL 2X MUST DE
2X6. m
ON OUTSIDE 4 GEMMED
SEC)RE TO BLOCK
THROUW NON-STRUCTURAL
WW2) SAW TAPCONS
3A6' TAPCON MN 1-1,14'
(MN SHANK SIZE JO
EMBEDMENT INTO BLOCK
MN HEAD SIZE SOD
MN EMBEDMENT I V49
WITHIN S' OF EACH END
N C'AJ
4 W OC, MAX SPACING.
112' DRYWALL
2XS, m
❑
SECURE TO BLOCK
I'X4'
WK2) fA6' TAPCONS
P.T. NAILER
MN SHANK SIZE J48
DOOR CAI I,O
MN HEAD SIZE JIM
MN EBEDMENT 1 VW)
WITHIN V OF EACH END
4 W OC. MAX
SPACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES, DETAILS.
NOTE, SWIM AB NEEDED TO PLUME
JAMS (DO NOT EXCEED 1/4')
DOOR JAMB TO BLACK +2 1/4"
y IIHdD011 TO BLACK +2 1/4"
NOTE, S 4M AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLACK +3"
r1T<TNt Win* sin nmrr *v"_
NOTE, SHIM A6 NEEDED TO PLUMB
JAB (DO NOT EXCEED VW)
DOOR JAMB TO BLACK +3 7/18-
'
V;.111DQDOR TO BLACK +3 7/18"
2X4. S0
2X4, SS
SECURE TO BLOCK W/
SECURE TO BLOCK UV
S/IB' TAPD" (MN
V4' TAPCONS MN
SHANK SIZE 146 MN
SHANK SIZE J" MN
HEAD SIZE 300
HEAD SIZE 300
MN EMBEDMENT 1 114')
MN EMBEDMENT 1 1/4')
UTWIN 8' OF EACH
WITHIN VOF EACH
END 4 W OC. MAX
END 4 10' Or- MAX
SPACING.
NOW. STRUCTURAL 2X MUST BE
SPACING.
NOTE, STRUCTURAL 2X MUST DE
2X6ON
®
OUTSIDE 4 SECURED,
m
ON OUTSIDE 4 SECURED
SECURE TO BLOCK
OCCURS
THROUGH NON-6TRUCTURAL
SEC.
SECURE TO BLOCK
THNROUGH NON-STRUCTURAL
W TA
3AB• TAPC,ON MN I.1W
WW2) V4' TAFCON MN
3A6' TAPCON MN 1-1/4'
IN. SHAW16M
W
MN SHANK SIZE .W
SIZE
EMBEDMENT INTO BLOCK
6H1A4K SIZE J46 MN
I
EMBEDMENT INTO BLOCK
MN HEAD SIZE 3"
HEAD SIZE 300 MN
MN EMBEDMENT I V4')
8' CI'1
EMBEDFIENT 1 V4')
S' OF EACH END
UTWIN W OF EACH END
8, cm
4 b' OC. MAX SPACING.
I/2' DRYWALL
4 E• OC: MAX SPACING.
y' DRYWALL
2XS, IEO
I'X4'
❑
2XS, 1=1
I'X4'
a
SECURE TO BLOCK
P.T. NAILER
SEGUE TO BLOCK
P.T. NAILER
WW2) WW TAPO"
DOOR CASING
UAW2) VW TAPCONS
P P.T. X W MN
MN SHANK SIZE J46
(MU. SWANK SIZE J46
MN HEAD SIZE .300
MN HEAD SIZE 300
MN EMBEDMENT 1 V4')
2ND 2X SECURE TO STRUCTURAL
MN EMBEDMENT I V49
DOOR CASING
UIT14M 8' OF EACH END
MEMBER WV(2A2d UTWIN 6'
WITHIN 8. OP EACH END
4 W OC. MAX
OF EACH END 4 W TO 8' OC. MAX
4 W OC. MAX
8PACMG.
6PACMG.
DOOR JAMS OR WINDOW
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
ATTACH TO 2X PER
MANUFACT13YES DETAILS,
MANUFACTURES DETAILS.
NOTE, 664M AS NEEDED TO PLUMS
NOTE. SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
JAMB (00 NOT EXCEED 1/49
DOOR JAMB TO BLACK +3"
DOOR JAMB TO BLACK +3 3/4"
�THmFmr-
TO RTnex sq_
` � A TO BLOCK
+3 3/4"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407-7744078
wwwsbdosl6ng(ouP com
AA S: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134UW2628
FAX: 813.886-2802
aUDDIV. As LOT:
SILVERADO
LOT #18
BLK #13
PRoilI IcT*
03719.000-180—
mop.zu
2795-D
GARAGE BVING:
LEFT
PAGE:
DETAILS
150 VRH E H
LM"
DATE:
01/30/21
NCALE: 1/4"=1'-O"
9*1x T
D2
PRODUCT APPROVAL LISTING SHINGLE (STANDARD)
FL#
MANUFACTURER
CATEGORY
DESCRIPTION
CODE VERSION
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13972.4
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
104S6.2
SIMPSON
STRUCT. COMP.
WOOD CDNNECTORS
2020 FBCR
1/31/2021
10456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10447.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
2/31/2021
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
2/28/2021
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FOCR
22/31/2021
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
1/31/2021
11496.S
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
11495.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
2/28/2021
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10S31.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 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
12/31/2D23
32SO2.1
PLY GEM
PANEL WALLS
SOFFIT
2020 FBCR
12/31/2023
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 FBat
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
15353-RS
MI WINDOWS& DOORS
WINDOWS
HORIZONTAL MULLIONS
2020 FBCR
12/31/2024
15353-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
CIAPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
12/31/2038
SS279.20-R6
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
15279.2-R6
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
23955.2
THERMA-TRU
EXT. DOORS
6'-8" EXTERIOR DOOR
2020 FBCR
12/31/2021
239SS.4
THERMA-TRU
EXT. DOORS
8'-0" EXTERIOR DOOR
2020 FBCR
12/31/2021
23956.2
THERMA-TRU
EXT. DOORS
6'-8" SWINGING EXT. DOOR W/SIDEUTE
2020 FBCR
12/31/2021
23956.5
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR W/SIDEUTE
2020 FBCR
12/31/2021
23956.4
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR
2020 FBCR
12/31/2021
10758-RB
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2020 FBCR
12/31/2024
15216-RS
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2020 FBCR
12/31/2023
3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
202D FBCR
8/17/2021
10477-RS
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
2020FBCR
12/31/2023
23265-RS
JAMES HARDIE BOARD
SOFFIT
2020 FBCR
12/31/2023
30310.1
IKO
SHINGLES
30 YEAR
2020 FBCR
12/31/2024
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 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0
W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2021
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32760
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813,886-2628
FAX: 813886-2802
>at"wrv. Jtt LCT
SILVERADO
LOT #18
BLK #13
Fmoj cT#
03719,000-18
� 72 95-D
OA1tA02 8VMC :
LEFT
PALM:
PRODUCT
APPROVAL
LISTING
150 MPH EXPMi
FEB 0 3
aTO I
O1/30/21
8CAL k 1/4"=1'-0"
s>l>Qr
D3
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS Td
BE WRED TIED TO LATH • V
OG. MAX(VERT1 NOTE, DO
NOT FASTEN CONTROL JOINT TO
11441.L EVEN IF STUD Ex,$Te
SEYCND EXCEPT STAPLES UV
SE•O✓f`Ml�CcNTR0.USEDJON .
OINISU4G O TEMP
INSTALLATION —�
FASTENERS TO BE SPACED
E I'Or— MAX VERTICALLY
k THICK D COAT CEMENT
PLASTER
URS LAYER V. PORTPIBBR
BUILDING PAPER
APPROVED METAL LATH
FASTENED ET' (VERT.)Or— MAX
AT SUPPORTS
BAUD LAYER 9,
Stucco IIFMAI•
WOW SHEATHN6
AN
01
E
LATH SMALL
SE CONTINU"
TMROUaoW
JOINTS BUT
BE $TOPPED AN
TIED AT EACH SIDE PROVIDE 2X4 BLOCKING
PER ASTM CIOIrA PLACED PLAT MAX. 6' TO 6'
\ CONTROL JOINT FALFROM C4ONTROL LS ON
WWEN
Nam,
ASTMM I = LATH TO BE NAILS CRC / STRUCTURAL STUD
STAPLES IN COMPLIANCE UV ASTM C166s
2. LURE TIES TO BE (NO. 16) OO41S' WIRE /
A SLOCCUG 6MOUN MAY BE IN ADDITION/ \
TO WALL STUDS RIMIRED PER PLAN
( „Mrr TYPE CONTROL JOINT
\11
OL.OLD tWIO.R.A
OL POLO k6tAlm .
M.A
LCRIAN.PT.•
aOw4n.".c
OLP0.D NYIO.R.A
1 Claw. n.a
FOLD
. 4r
•
OLICLp WMIO. R.A
1 CIMAIM . far.$
x CIIEA"E • Pf.O
4 MOLD F.T. C OV1IR "I.
6 TLL Pr. C TQR.MU
BOT,CM LLMtl.
if I".
r
O
BOTTOM
0.Atl6 wnR Tllwr
MALL MOLD. oQ
I==
NOgL
APPROVED dRLONO UAGLP
$HALL SE LAPPED A MINIMUM OF
6' • VERTICAL LAPS (ROLL
ENDS) a 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO SE TAPTX,1
WITH FORTIBER SIEATHNG TA
/ r I'!L LAP . METAL LA
LATH VERTICAL LAP TO SE i'
—
I METAL LATH
I
W S LAYER Ot
Stucco lu4AP
BUILDING G PAPERR"a1°EIS� /
JI
2
SCALE, l V_V-I'-O'
r MLx urx
ALL LM
VERTICAL LATH
& PAPER DETAIL
WOOD
d�L eHEAn
SIDE LAPS OF METAL
PLASTER EASE$ SMALL
SE SECURED TO SUILDI
RUAMI N6 ME'EERS. PAPEF
THEY SMALL BE TIED
WTM OA4TS-K (UI-MM) 6TIJIX:I
WERE AT INTERVALS NOT
MORE TWAIN S' (226-MMA
AS PER ASTM CIB61
QKIC KO UT
FOR REPAIR OF TEARS
Wm LAYERS, TEARS
LURE,
DETAIL
IN
M EE PATOED
W440M WRAP TAPE
PER MAN✓R. SRC, OR
REL 4 STICK
i' T14IC( 6 COAT C 911 NT
PLASTER
METAL LATH
U#D LAYER 4. POlirrPMR
EUILDIG PAPER
SMBATMIG
ALL FASTENERS (CLIPS;
6TRAPS. STAPLSW AS
REQUIRED TO SECURE
PIPE) LUTE TO FRAMN6
UPS LAYER 4, FORTRIOER
EULDNG PAPER
METAL LATH
6tir6' 6ELF-ADHERING MM SRANE
FLA6HIG OVER APPROVED
MOUSE Y4SAP.
RA6MINS to eX71Eo eulro Fuse
4'x4' SELP-ADHERING MEMBRANE
PLAMIN6 OVER APPROVED
NOISE WSAP.
PLASIRNM TO EXTEND ONTO PIPE
COW. BEAD OF SEALANT
AIR
COATING OVER 6TUCCO/
E TYP WALL SECTION)
SECTION bowww)"wid
Exterbruseolportian cementplaster
shall comply rAUI the application
reWir n is o1 ASTM C 92B180.
ImYLatlon of ezterbr Ialhkg arm hanIft
shell comply x1Ml ASTM C 10831a..
cr ASTM 1787.
4'x4' OW-ADFERING MENtiRAVE
PLASNIIG IUD FIOUSR
L
7� '�
ILRAP MATERTISILIEIAL)
W WP MATERIAL) OVER
APPROVED NOUN uMIrAP
FLASI4IG To EXTEND aNrO PIPE
I ::�:
I' OR LESS PIPE
::?
PENETRATION
:::Si iAifo::
CUT AND OVERLAP ONE SIDE OF-�
6ELF-ADFERNG MEMBRANE
FLA6MI4G
STEP 01
FIFE
WOOD SHEATHING
OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
9' THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER(CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOFAUALL SCREED
Z 5'X5' 'L' TYPE CONTINUOUS
F Z GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
iO WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
T
k��
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER
BUILDING PAPER)
METAL LATH
5TUCCo
6',*' 6ELP-ADFEI NG MEMBRAE
PLASHING (COMPATIBLE UV MOUSE
WfAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLAW" OVER APPROVED
M0118E ..Z.
FI.ASNIHIG TD EXTEND ONTO MPE
x—x—x—x
WOOD OR 7/Teo" ZIP WALL
5HEATHING
SELF-ADHE51VE FLASHING — — — — — —
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R103.1.1 / ASTM C-541-14a, MIN, 2.5 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
OF
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407.774,6078
FAX 407-7744078
www.ebdesigngroup.corn
AA e: 0003328
M
ING BY:N GROUPNG INC.T CENTER BLVD. SOAPRIDA 33634MG-26288862802
tf4t4l�
i
SUDDIV. do LOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18131
mopEI1
2795- D
GARAGE OWING:
LEFT
PAGE:
WALL
ASSEMBLY
D TA 51
15 M H XP.
INSTALL 6' SELF -ADHERING
MEI-CRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEA _E aF FLASHING TO BE.
I. BOTTOM, 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
�X-
E-Z BEAD ALL AROUND
..
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
'
APPLY SEALANT AT PERIMETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
ON A SIDES.Yi CAULKMG • JOINT
ALL ARg1�D
PER SECTION R .
Exterior lathing and Dlaetetm
BACKER ROD
( I
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
1
k:
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
orASTM 1787.
IUND LAYER 'I,.,,X'"�
STUCCO WRAP
HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER V, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT
(FRAME)
r
SHEAT14NG
P115ER
ING PAPER
CON8IUCTION
-METAL LATH
e' CMU VINYL CASING BEAD
1W RAISSED BAND
UEEP eCIQEBD
6' IUIDE STRIP SELF
ADHESIVE PLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK!
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR l/16' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-103.1.1 / ASTM C-84i-14a, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT
TOP 4 SIDES
@ DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGFI
WALL�1
6' SELF ADHESIVE —
FLASHING (INSTALL
PER MANUP. SPECS-)
BUILDMG PAPER
UNDER 'GMIICK FLASH'
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
`ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
_—V TO )J' MID -WALL
WEEP SCREED
WOO
C4"TRUCTICN
6' SELF-ADHESIVE
FLASHING V CMU
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
""— " "" "" �R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
SHEATHING
WRB LAYER 4, FORTIFIBER
BUILDING PAPER
METAL LATH
FASTEN TO WOOD STRUCTURAL
MEMBER • 1' OL. MAX
eii L
ADHESIVE FLASHING, CLEAN
MASONRY BBORE APPLYING
® HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
S'
WRB LAYER "I,
CUT OPENING IN
STUCCO WRAP
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
CUT 'X' INTO
WRB LAYER 01,
SELF -ADHERING
STUCCO WRAP
MEMBRANE FLASHIMG
APPLY SELF -ADHERING
WOOD SHEATHING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB
LAYER
STE Ip #1
STEP
02
APPROVED
HOUSEWRAP
IURB LAYER h,
BELOW
STUCCO WRAP
CUT SUCH THAT
9
APPLY 60 MN
SELF -ADHERING
NO MEMBRANE
GRADE 'D' FELT
®
MEMBRANE FLASHING
ENTERS BOX,
_
OVER
APPLY TO FADE
SELF -ADHERING
EDCsE
FLASHING OVER
APROVED
HOUSEWRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
STEP 03
STEP
114
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
(,
SECTION)
METAL LATH
STEP 05 STEP #6
(g) ELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7746078
FAX 407-774.4078
wwwAbdosigngroup.com
AA S: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813888.2628
FAX: 8134862802
9tMDM 111 IAT
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18131
�co>)parl
2795- D
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 AIPH EN. B
MOOD SH
CONSTRUCTION
'Yi HAT CHANNEL
TYPE 'X' DRYWALL
WOOD SHEATHING
WQS LAYER M,
STUCCO WRAP
i' THICK, 3 COAT C
PLASTER
WRS LAYER M,_y
STUCCO WRAP ,tea
b GAP INFIELD —�
(SHIOUNI FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
1OA DTL.® CANT.
SCALE, I IR' • I'-®
EXT. 91000 FRAM
W AIA
WRS LAYER h,
an -FLOOR DECKING
STUCCO WRAP
WRS LAYER n, FORTIFIBER
PRE-BNG'D TRIES
BUILDING PAPER
THICK 3 COAT CEMENT
14EAT4ERD.4AME R
PLASTER
MATHER RESISThE
6' SAP. 6 TOP OF WEEP SCREED
GeRtlER 4
TO SHEATHING BEHIND WEEP SCREED
r TWM 3 COAT OE'IENI
ASTE4'
POSITIVE DRAIN
WEEP 6CREEn
METAL LATH
-- ---
WOOD SHEAT14NG-
6' SELF-ADHEREING
FLASHINC4 WRAPPED
•� a TOP OP WEEP SCREED 4' PDSITIVa DNA
"y TO SHEATHING BELOW yes
\ WRS LAYER 9,
STUCCO UAEAP (SHOWN F
i SEPARATE
yC WPM LAYER 7, FORTIFIBER
m I BUILDING PAPER
:
-4- :' SELF-ADHEREING
FLASHING WRAPPED
! • CORDER OF CANTILEVER
IY°
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER M
3/4 RESILIENT
WEATHER RESISTIVE
HAT CHANNEL
BARRIER 4
VINYL CASING BEAD
i' THICK, 3 COAT CEMENT
PLASTER
9/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
%' THICK, 3 COAT CEMENT
(2) 2x12 HEADER
PLASTER
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11D DRIP EDGE
INSTALLATION
WOOD C046TRY—IT04
HEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER '4
VINYL n CASNG BEAD
J' THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE 'X' DRYWALL METAL LATH
W/TEXTURED 4 PAINTED
FINISHtNO
WOOD SHEATHING
J' THICK, 3 COAT CEMENTHEADERMEAM
PLASTER
VINYL CORNER BEADVINYL CORP. 4'
POSITIVE DRAM
wgze leas
VINYL CASING BEAD M FIELD
(SHOW FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@QRjE_EaGE INaIALLAILOIN
COLUMN SHEATHING
j
WEATHER RESISTIVE
BARRIER 9
. . ...... . . . .........
RESISTIVE
�,.
BARRIER
6' SAF. \
1RIE8
PEEL 4 STICCK
I Ya'xV 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
06' X 3' 26 GA GALV.
METAL DRIP EDGE
Ys' GAP FOR BACKER
SET IN FULL BED OF
EXTERIOR GRADE
ROD 4 SEALANT
MR SEALANT, P MIN,
DRY WALL
SPACE FROM DRIP
FACE TO TREX
%' THICK 3 COAT CEMENT
VINYL CASING BEAD
PLASTER
`
WATER PROOPMG ~14t
1JL{ 2
LAYER (2 LAYER PEEL
ON OF
4 STICK)
"001ra 'a.w"�I.o
ONLY)
PEEL 4 STICK
SUB FLOOR _
O CANTILEVER DRIP
EDGE
FINISH LAYER l2 LAYER
FEEL 4 STICK) -----
6' PEEL 4
STICK • DRIP L
EDGE TO Yf3 DECK
I fW 1/4' P.T. OR SIMULATED
WOOD (TREX) FILL
CONTINUOUS
WATER PROOFNG bt
LAYER (2 LAYER PEEL 4
STIOU WRAPPED FROM
BALCONY DECK TO
CANTILEVER
6' PEEL 4 STICK •
DRIP EDGE TO DECK—\
I' 114MER3 COAT CEMENT
VINYL SBSM BRAD
3' X 3' 26 GA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, JP MIN.
SPACE FROM DRIP
FACE TO TREX
Ys GAP FOR BACKER
ROD 4 SEALANT
WEATHER RESISTIVE
BARRIER 9
TWEATHER RE818TIVE
DARKER 2
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
V X 3' 26"GALV.
METAL DRIP EDGE
SET M FULL BED OF
8EALANTjV MN.
SPACE FROM DRIP
FACE TO TREX
WATER PROOFING 14t
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' 114ME 3 COAT CEMENT
PLAOTMETAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER '1
SEPARATE ACCEOWN
BALCONY DRIP
11 EDGE INSTALLATION
N OF
ONLY)
CONTINUOUS
Y4' GAP FOR SEALANT
OPT. BACKER ROD. -
MODIFIED W
3/4 RESILIENT
HAT CHANNEL
WREXTUNED 4 PANTED
FINISH
THICK, 3 COAT CEMENT
PLASTER
(WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER 2
EXTEC4&U N `NTH
COLUMRN SHEATHING
LE G E N D
6' SAP.
I,%'x3•'L'FLASHING
DRAINAGE PLANE (WR5
FULLY EMBEDDED IN
ROOF CEMENT
LAYER "I, STUCCO WRAP)
I K' X 3' 26 GA GALV.
METAL DRIP EDGE
WR5 LAYER 02 (FORTIFIBERSET - - - - -
LL BED Or
ANT,VMIN.
BUILDING PAPER)
SPACE FROM DRIP
PACE TO TREX. BEAD
METAL LATH x—x—x—x
WATER PROOFING lot
LAYER
lAPPED � 4
STUCCO
ICCK
BALCONY DECK TO
�nICK,VE
WOOD OR i/Uo' ZIP WALL
3 COAT CEMENT
PLASTER
SHEATHING
METAL LATH
WIOODSHEATHWx I SELF-ADHESIVE FLASHING
4' POSITIVE DRAIN
useP ArseEn
VINYL (SHOWN FOR CLARIFICATION OF
VINYLYL CASM BEAD SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11C EDGE INSTALLATION @ COLUMN
(W1"L" FLASHING
SCALE, NTS WOOD SHEATHING
2x FRAMING MEMBER
I' THI R3 COAT CEMENT
PLAS2 IV2• GQmrj gWBQ
FASTENED TO SHEATHNG
.�,.• a:•pr«r ; '> • V O.C. MAX.
C
WRB LAYER'L
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRS LAYER -2, PORTIFIBER
BUILDING PAPER
14A CORNER BEAD ® FRAME
2 I/2'
11,
CORNER BEAD
(FASTENER 4 SPACING a l' O.C.)
CMU
1/2' THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
/ 4 R�CORNER BEAD � BLOCK
WRB LAYER h,
STUCCO WRAP
!
WOOD SHEATHING
WRB LAYER 02, FORTIFIBER `
BUILDING PAPER
WR5 LAYER 01,
METAL LATH
;
I
i
STUCCO WRAP
i' THICK, 3 COAT CEMENT
i
WRB LAYER 02, FORTIF15ER
PLASTER
'
BUILDING PAPER
6'SELF-ADHERING
'
METAL LATH
FLASHIWa
'!I
J' THICK, 3 COAT CEMENT
'
(EXPLODED
EW FOR PLASTER
.,
CLARITY)
DRIP CAP
'
\
WINDOW FLANGE
WRB LAYER
h,
BTUCCQ, WRAP
jly\
F
WRB LAYER 02, FORTIFIBEFt
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
;
- 4
6'SELF-ADHERING
' �
FLASHING
! in
DRIP CAP
WINDOW FLANGE
15B CASING BEAD ® WINDOW
( FRAME, NO BAND)
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7748078
FAX 407-7744078
www.abdesigngroup.com
AA S: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813 188-2828
FAX:813488.2802
aUDDIV. to LOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
3719,000-18131
xopm,
2795- D
GARAGE BTIi1JG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 AWH E B
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER —.
META-
I
� 'I
T14ICK 3 COAT CEMENTi
-
i
4
PLASTER
r
i
r
e�4�I'
DRIP CAP
WINDOW FLANGE WRB LAYER h,
STUCCO WRAP
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIF15ER
BUILDING PAPER
METAL LATH
9' THICK, 3 COAT CEMENT
PLASTER
WQB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
THICle, 3 C\.OAT CEMENT
PLASTER ��_
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD C WINDOW
15C (FRAME, W/BAND)
WOOD SHEA
METAL LATH
Y.' GAP TYP
CASING BEAD
TO TRIM
IX TRIM MEMBER
• STUCCO TO
SIDING TRANSITION
SIDING
STUCCO
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRD LAYER 42, FORTIPMER
BUILDNG PAPER
WOOD SHEATHING
WRS LAYER M,
STUCCO WRAP
\— CASING BEAD
6' SELF-ADHEREING
FLASHING OR FEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
LLIDOD 6HEATNM6
IIRA 1^1816TIVE
MAIIII�R
/
`
1�l616TNe
/
\\
BARFICR
/
/
!1(r' X 1RY LAP BIDM6
/ /
6' - �
uw
/
Rr+a�
FBL�P i
� ` �.
URA�THM Ma6TIYR
BTARTtR BTRP
\
\� �\
Im"brIVE
eR
\ \
PLAGWri RWlG
\
\
—�
6ALVV METAL
6ALV'D METAL —
'�
'Z' R.AWING
'r R.ABHR16
. Y.• x u Am e�fn
DDOD�TRI�MBMEEM,BER
LA¢ \
/ WIYEOXD TRM F!I'TR
GAF %VC.AUUQNS
OR APPROVED SEALANT
CASING
SIDING TO STUCCO
® BLOCK TO FRAME
9 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER SECTION
R'103.11 / ASTM C-841-14a, MIN. 2.5 LBS.
PER SO. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCOWIGS RP CA
WOOD SHEATHING
WRB LAYER'2, FORTIFIBER
WO O"TRJCTION
BEYOND
5UILDNG PAPER
i
LAYER 01,
B
WOWWRB
WEATHM W61101elsrr.EO—
BARReR ,
W' THICK, 3 COAT CEMENT
PLASTER
I
STUCCO WRAP
WEATHERR INOTIVE-
BARBER a
1
.
WRB LAYER 62, FORTIF15ER
X 1 M BIDING
i
BUILDING PAPER
VINYL ANGLED
'
FLASHING
CASING BEAD
METAL LATH
VINYL CASING BEAD
1
6TARTeR6TRr—
J' THICK, 3 COAT CEMENT
—
(EXPLODEC)
VIEW FOR
PLASTER
wasw
;y CLARITY)
GALVD METAL —
,I
'Z' lLABHINb
Ii�oXo6�
E-2 S[dD VMYL CAI
(ww
ADD)
CASING BEAD ®
RAISED
`R-�-'D`""`
BAND (FRAME)
TM 3
17 A
BB"Elt-1'BIBnVe_
SCALE: I IR' • I'-0'
WE.eneR RSNBTIv!—
B.4RReR a
66'' ADHEN IG
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — • — - —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR 1/16' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — —
SEALANT
WING
2X FRAMING
MEMBER
SEALANT
WINDOW FRAME
t--o!
UNATHER ARNO h• [
6�ERABOVIN OPR.ABHW15MAAITN 1Ulit 4lBIBrIVE
WEATHER RNIBnVE
BARTER 4
GALVV METAL
WINDOW FLANGE
DER �IBnvE
nwli•vIR Row FLE) w PVC
BAa
SIDING TO STUCCO ` NA-mm BIBTIVs
® FRAME TO FRAME
TRANSITION
1A
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
. WRB LAYER 112, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/%' FLEXIBLE PVC BACKER ROD)
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Y4' GAP TYP J' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
\ E-Z BEAD VINYL CASING
2X FRAMINGIV (Wl%' FLEXIBLE PVC BACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN I
BUILDING
FLANGE 4 BUILDING WRAP
;
WRAP '
•------------------------------------------------------------------------------------------'`'
�EZ BEAD WINDOW CASING
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-774607E
FAX: 407-7744078
wwwsbdesigngroup.com
AA M. 0003325
DRAFTING BY:
A.B. DESIGN GRO]RLVD.
DRAFTING INC
[5439 BEAUMONT CENTESUTrE 1004
TAMPA, FLORIDA 33PH: 813888-262FAX: 8134IM280
aysaiv ae LOT:
SILVERADO
LOT #18
BLK #13
PltOJSCT#
03719,000-18131
Mopmu
2795- D
GARAGE 8WINO:
LEFT
PAGE:
WALL
ASSEMBLY
DETA
15WAH B
CUT NouSEURAP
AT 45' ANGLE
MODSIED T' CUT
N HOUSE~
LINE ar 99400w
omms
APPROVED WOWS~
OVER SEATHN6 OVER
WD sm WALL
STEP 1
EXTEND PL MN
r EELoW SILL
PLONELE RASINASWIN G
DO NOT SEAL EOTTCM
m
STEP 6
I'- RA1MLT
FOLD -UP 4 SOC
HarRRAP ?o
TUCKAD UNC
N HEAD
POLO IIOWEW
N AT JATlS 4
SLOPE SILL It
STEP 7
ALIEN RAMM
RV M. now OF
SILL Ito.
MCdIMSGLLT
/ASTEN PANND
EDOER?CAP
NAILS, STAPLSS)
PWALL DIF•OHrt
R M~ AS T
PLASHMIb AT TW
FOLD wouom R.AP
DORM 4 TA7
DIAIONAL CUT 4
ALIROS6 HEAD OF
SMIDQU
MULL S' MOE ADHESIVE -
BACKED RENEILE RA WO
MATERIAL OVER DRIP CAP
JOIN ?PROTECTO-WRAP
ST-70)d a EGUY)
STEP 8 '111�
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
�J SCALE: NTS
APPLY 081 WU ?O
C01AU SEALANT 4
RIND Am -LED
FLASHING ?LAN00
ANTE -SEAL RC-N
OR Saw z
SLOPE SILL TO EH
Molk
L IT IS THE Co TACTOM RIaFQMISILrY TO VERIFY
THE COMPATIENLnY OF ALL PRODUCTS NMWM6
HOUSEIIRAP. SEALANTS A SELF-AWSIRNO
R.ASHNO MATERIALS USED DURING CCHMTRI)CTION.
1. RMTALL ALL MATERIALS PER MAM PACT IR M
MINYMN SPECFIWTIRIS
SEALANTS MAY REACT ADVERSELY F NOT
=MPATIMI.S.
CLEAN AND SEAL JAMBI TO SILL JOINTS WITH
DOW IFS9 POLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
REIDAIR SCHEME SHOWN SHALL BE
RIPLEYENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION 5ELOW THE
WNDOW OPENING
INTERIOR PERIMETER OF WINDOW WITH
j ht Ilk THE CONTACTo1M RINNPOHIBIEILTY TO vlRFr
THE COMPATIBILITY OF ALL PRODUCTS NCWDN6
SEALANTS 4 SIW-ADHIERSLt PLA64M MATERIALS
USED DURING CONSTRIIOTICN
7. RASHMtl AT EXTE1001% MNPC M AND DOOR
OPENINGS SHALL EE INSTALLED N ACCORDANCE
MT4 MAINPACTERERS INSTALLATION SETRUCTIONS
AND APPROVED MT1400 U OF MC IMM
U IN ACCORDANCE WM MOMSTRATION
MAMPACTWR'S INSTALLATION AND FLASHING
IHMTRUCTICPA
W�RJItla. SEALANro MAY REACT ADVERSELY F NOT
COMPATIOI.l.
WALL FLASHING INSTALLATION
13 DETAIL MASONRY
SCALE. 3/IS'.1'-O'
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdosigngroup.com
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813888-2828
FAX 8134R76.2802
aVBDIV. ae LOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18131
mopml I
2795- D
GARAGZ 8WING:
LEFT
PAGMWALL
ASSEMBLY
DETAILS:
WINDOW
FLASHING
150 MPH EXP. B
J
\ \
gyro• TEXTURED
FINISH 0 WOOD,
/-------- .—__-... -- ._-_....+ ... T,i
-T {
\
2x6 SUB -BANS
1/2' TEXTURM
FINISH a CMU
x
x x x
W/I'x4' NOTCH ®
METAL LATH
x x x x x
r ------------ -- -- - --
!
;-4
r
END, WRAPPED IN
PEEL 4 STICK
METAL FASCIA WRAP
WOOD SHEATHING
x x x x x x
/
OIKL q u
x x x x x I-
I
I I'
DRIP EDGE
LAYER M, UM LAYER
STUCCO WRAP(PRAME ONLY)
x x x x x x x x x x x x
I�
\
I�
WRd LAYER 4, FORTIFIDER
x x x x x x x x x x x x x -
`
�. .... ___ - -- - -
-- ------ 1
�
TEXTURED I
FINISH WOOD I ��
1/2' TEXTURED
2X6 8LI6 BAND
"
�--- �
DUILOING PAPER
(FRAME ONLY)
RooPll� CEMENT
x x x x x x x x x x x x x =
x x x x x x x x x x x
FRAME OR CMU
FELT PAPER
x x x x x x x x x x
FINISH ® CMU /
DRIP EDGE
x x x x x x x x x x
DRIP EDGE
METAL FASCIA
WRAP FROM
'FROM
\�
aI �I
METAL K JCK OUT
x x x x x x x x
"-
(REFERENCE POINT
\
I
STUCCO, I' FROM
J.
'
SET
\ ------ -- -
WOOD WALL
- =
EXTERIOR WALL
\�
-, - -
METAL FLASHING, WRAPPED
(FRAME OR CMU)
I
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
�\ NOTE: NOTCH FOR 2X6
SUB BAND ONLY
ROOF KICK OUT REMOVED
2x SUB -BAND
FOR CLARITY
W/%'x4' NOTCH m
`\
END, WRAPPED IN
ROOF DECK (BEYOND)
PEEL < STICK
\\` DRIP EDGE, I' OFF WALL
*ROOF CEMENT
NOT INTO STUCCO)
ROOF EDGE
OMITTED FOR
\� I
'1/8' TEXTURED FINISH ®
CLARITY
WOOD, 1/2' TEXTURED
% FINISH ® CMU
SUB BAND DETAIL ® WALL
/
/ 2x6 SUB -BAND W/I'x4' NOTCH
END, WRAPPED IN PEEL 4 STICK
®E L V>4T f ON
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
®FLAN A
PRE-ENG'D TRUSS TO BE CUT A
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-0'
SCABBED TO TRUSS
W/12d NAILS &'-8'
O.C. MAX.
2x SUB -BAND W/lWx4'
NOTCH 0 END
AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
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
C7��x x x/
SUB BAND DETAIL® WALL
W/KICK- OUT
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/11¢'x4' NOTCH
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT 0
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BLw.
ORLANDO, FL 32780
PH: 407-774,W?S
FAX 407-7744078
www.abdeWgngroup•com
AA N: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813888.2628
FAX: 813888.2802
ommommmop
stmDly tk XJOT:
SILVERADO
LOT #18
BLK #13
PROJMT#
mo>pa'>�
2795- D
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LEFT
PA*mWALL
ASSEMBLY
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1 MP B
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30'-8"
19-4"
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10'-10"
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1117-3
7.8"
20'-0"
W-4"
13'-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 +-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH. THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
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.
11.01NDICATES #6 BAR, EIINDICATES #6 BARANDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90"
HOOK. BARS SHALL BE PLACED S 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: Pm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, STM 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 WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1.4xW1.4OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF,
T.O.F.
SHORT
LONG
FM-16xi8
16"
CONTINUOUS
18"
-
(2)#Vs
FMC-16x18
16"
CONTINUOUS
18"
-
e
#51N CURB
VARIES
F1-24x24
24"
24"
17'
s
s
- 8" BELOW GRD
TE-1
8"
SEE PLAN
8"
-
s
-
(. W
TE-2
8"
SEE PLAN
8"
-
s
_
-0"
CWC-12X12
12"
CONTINUOUS
17
-
s
#51N CURB
VARIES
F1-30X30
3lY'
30'
12"#68
(-)8"BELOW GRD
f2-30X30
30"
30"
12"
(3) #Sa
(3) #5's
- 12" BELOW GIRD
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdasigngroup.coIn
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:813�898.2828
FAX: 8134186.2802
aysan► er o""
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18
mopsmA
2795-D
GARAGE OWING:
LEFT
PAGE:
FOUNDATION
PLAN
150 Ift DA B
Dw 01/3%21
8CAI�:1/4"=1'-0"
SHEICT
s1
30'
MIN. EACH WAY
— MONOLITHIC FOOTING
Z.
Z
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
< IL
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
P
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0 a
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SPACING REQUIREMENTS
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8" CMU WALL
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8li)"CMU WALL
. f CORNER BARS, SAME SIZE AS LARGER BAR
I
2
m
IN FOUNDATION WITH 30" LEG EACH
m
*- V-(r
+- 0'1"
d . ' ' WAY AT ALL CHANGES IN DIRECTIONS
TOP OF SLAB
TOP OF SLAB
I % SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
. ,..��
- VARIE3
EXT. PORCH SLAB
SEE SLAB SCHEDULE
BAR SIZE 48 BAR DIA.
4" CHAMFER (1 STORY)
SEE SLAB SCHEDULE TOP OF GARAGE
" P I ' . ,ILL CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
WI 112" ISOLATION
JOINT (wMERE ♦ °. •
6" CHAMFER (2-STORY) #3 18"
#4 24"
EXT. PORCH SLAB
WI1/2'ISOLATION°°
4" CHAMFER (1STORY)
���'ttt—�" 8" CHAMFER (2-STORY)
APPLICABLE) z
SEE SCHEDULE
JOINT (WHERE
APPLICABLE)
-.
• • EE SCHEDULE
°
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD, BAR SIZE„
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY #T 4Y
iv
AND BAR QUANTITY
NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), LIND
%4_"�EXTERIOR
MONO—FOOTING%,IEXTERIOR
MONO —FOOTING
MONOLITHIC FOUNDATION
GARAGE scALE:aa"=)'-0"
CORNER BARS DETAIL
SCALE:
LAP TOP PLATE A MIN. OF 48"
GARAGE DOOR
RECESS
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
W
g j
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
t0 w B+
w=
W
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
vi y
Lu
WALL W/ SYP
W
O a I4//—SECURE
No 2 STUDS SEE PLANS FOR
SPACING. SINGLE BTM. PLATE ST. PLATE TO SLAB W!
CURB FOR
MASONRY
> NEW REINF. BAR
Oa, SECURED W/ 2- PART
TO2"xg" WEDGE ANCHOR W/ 2"
BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH
UNITS SET
2" CAPPED
0-EPDXY. MIN. EMBED
I
EPDXY 5-1 R" EMBED. MIN. 0 16" OC
AT ELEV:
GALVANIZED PIPE
8" UNO
SIMPSON SPH4 OR SPH6 MAX.
W/FLANGE 0 BASE
¢ 0 FOLLOW ALL MANF.
BTM AND TOP PLATE
N 0_ SPECIFICATIONS FOR
ANCHORS Wl' x 1 1/2'.
_ UBE AND
(
COMMON NAILS FILL ALL
m
PREPARATION OF
HOLE.
HOLES, DO NOT USE IOd w
W =
x W' SEE SLAB SCHEDULE
SECURE FLANGE TO
¢
RECESS AROUND GARAGE
SLAB Wi(4)1/4"X21/4"
o O
o'-o"
TAPCONS
TOP OFSLA13
DOOR OPENING
SCALE: 3/4"=V-0"
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
EQ. EQ. SEE SCHEDULE
LAP TOP PLATE A MIN. OF 49'
FOR WxD, BAR SIZE
AND NAIL W! 1 COMMON VERIFY HEIGHT
NAILS, 2-ROWS,,a" BTM.
AND BAR QUANTITY
LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN
ADDING BAR TO
r�_'�INTERIOR CURB FOUNDATION WOOD WALL
BOLLARD
MONOLITHIC FOUNDATION
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No2STUD8SEE
SCALE:34"=1'-0"
(W/UPLIFT)
5
6
PLANS FOR SPACING. SINGLE
SCALE: 3/4"=1'-0"
SCALE: 3!4"=1'-0"
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO
SLAB W110d MASONRY
NAIL 16" O/C STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
W UPLIFT IS PRESENT,
LAP TOP PLATE A MIN. OF 48"
w
AND NAIL Wl 16d COMMON
It 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
SPACING REQUIREMENTS
TOP OF SLAB
2x4 OR 2x6 WOOD BEARING
PROVIDE BLOCKING
Z
fH
n
WALL W/ SYP No 2 STUDS SEE
N
PLANS FOR SPACING. SINGLE
`rTd
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
SECURE ST. PLATE TO
SLAB W110d MASONRY NAIL
0.
e a
16" O/C STAGGERED.
m Lu
•s- °
ADDITIONAL METAL
CONNECTORS NOT
U
EQ. EQ. EE SCHEDULE
REQUIRED WHEN NO
= y
O
8" CMU WALL
FOR WxD, BAR SIZE
UPLIFT IS PRESENT.
+-0'-0'
POURED LINTEL CONT. (TYP.)
AND BAR QUANTITY
1' 8" CMU FILLED CELL(TYP.)
?•
INTERIOR CURB FOUNDATION WOOD WALL
8
TOP OF SLAB
SEE SLAB SCHEDULE
2X WALL FRAMING
scALE: 3l4"=r-Lr' (NO UPLIFT)
'-0"
TOP OF SLAB �--.._
.. n•
Z
SEE SLAB SCHEDULE
o
1/2" DIA. SIMPSON STS2 BOLTS 5"
MINIMUM EMBEDMENT INTO
�
"ISOLATED" COLUMN PAD
GROUTED CELL, 4"FROM ENDS AND
CENTERED UNDER WALL AND
°_�F—FOR
16" O.C. VERTICALLY MAX
POURED MONOLITHICALLY WITH
• — — FOUNDATIONAND SLAB
SEE SCHEDULEE
SCHEDULE
FOR WxD, BAR SIZE
WxD, BAR SIZE
AND BAR QUANTITY
✓ AND BAR QUANTITY
e• vARIE9 ••
�"�INTERIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO—
INTERIOR FRAME BRIG WALL TO
3' 3'
`� SCALE: 314"=1'-0"
(NO UPLIFT)
��
FOOTING AND COL. PAD
%1 BLOCK WALL CONNECTION
SCALE: 3l4"=1'-0"
SCALE: 3i4"=1'-0"
v �
L
SHOWER RECESS FOOTER
12
SCALE: t"=V-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32780
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
L AA #: 0003325
DRAFTING BY:
I
B. DESIGN GROUPDRAFTING INC.BEAUMONT CENTER BLVD.SUITE 1004MPA, FLORIDA 33634
PH: 813486-2628
FAX: 83.3-8862802
BVZi m & LOT
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18131
mop 95-D
GARAGE awING:
LEFT
PAGE:
DETAILS
150 MPH EXP. B
3'-8"
8'-8"
-0
15'-2"
19 -0"
22'-10" v
aP 26.8" b 15,.4"
4'-10"
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5" 0 i
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4'-O"
DOWEL PLAN
1'4" SCALE: 1/4"=1'-0"
i'-8"
19'-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PN: 407-7746078
FAX: 407-7744078
www.abdoWgngroup•com
AA k: 0003326
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33834
PN: 813488-2828
FAX: 8134MO.2802
sUBDIV. ae LOT:
SILVERADO
LOT #18
BLK #13
PnOJECT#
03719,000-18131
mop.m ?
2795-D
aAnAGM 8WIRG'
LEFT
PAOffi:
DOWEL
PLAN
15 H a B
TIE VERTICAL REBAR
HORIZATIONAL
EBW.:_."HOOK
/�_"O
GROUTED BOND BEAM
TIE VERTICAL REBAR
VARIES PER ELEV.
..
.dam_
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
—
2
a
a
o
0
< I •c
#5 BARS
•
y
Of
1
p-
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CLEAN OUT REQUIRED
Oa
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ao
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4
.•a TIE RTICAL REBAR
.e
a TO HORIZONTAL
FE]
REBAR W/10"HOOK
:-
BAR SIZE 48 BAR DIA.
1 0
°
Z
OU
#3 18"
#5 30"
CMU UNIT DIMENSIONS
'd ARE NOMINAL SIZES
ven>
OFFSET METHOD CONTINUOUS BARs—vE 48BARDA#7
as 35"
42"
HORIZONTAWERTICAL
HORIZONTAUVERTICAL
METHOD
#4 24"
#5 s0"
/�` MASONRY SYMBOLS
3 SCALE: 3/4"=1'-0"
REINFORCING
REINFORCING
#6
#7 42"
SCALE:
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH:407-774$0T8
FAX: 407-774-4078
www.abdsslgngroup.00m
AA #: 0003326
DRAFTBIG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SURE 1004
TAMPA, FLORIDA 39694
PH:SSS888-2128
FAX: 813886-2802
8XMDIV. de LiOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18
"c 2 95-D
GARAGE SUING:
LEFT
PAGE:
L15
DETAI PH EXP.' B
FRAMING NOTES:
�,.— -- ,."w. Ft6-1Tl----------------8F16.1TlOM--a--a---------r8F16-1TlOM/1B--.m.------- #�
1
ii 1
6�m
$
i
a
AH7
8F16-1T/OM/lB
$
q
10'.8" d
$
?
%
$
9
LL
$m
14
¢LL
q
f
o'
i
3
$
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o
$
$
$
$
$
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3
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$
1
$
6
$
a
Q$
1
�
�
x
' m
6
UNO, PROVIDE B81 WHERE
$
ROOF TRUSSES BEAR, TOP
e.{nq
`@
OF WALL EL. 9'-4", UNO.
5
i
a
G
i
�
1TRF14-
0M0B
d
*' 4"
v.
S
$
$
FH5
$
k 4
1
s
8F38.1 T/0M/OB
94"
�"'( 9
8F16-1 T/OM/OB
'q
$
�
8F36-i;OMAB
LIFT BEAM PLAN
SCALE: 1/4" = 1'-O"
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. 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.
B. 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 8
DESCFUPTION
REMARK
1Q
(2) 2X12
Q
(2) 2X8
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. - FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
(pet)
WH,
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MIO
SIZE
SPACING
B81
MASONRY
3000
Bx8
(1)#5
NIA
GROUTED SOLID
1441 N. RONALD REAQAN BLVD.
ORLANDO,FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoslgngroup.eom
AA #: 0003325
DRAFTING SY..
A.B. DESIGN GROUP
DRAFTING INC.
5498 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813486-2628
FAX: 813886.2602
aunDiv. at LOT:
SILVERADO
LOT ##18
BLK ##13
P1lOJWT#
03719,000-18131
95-D
GARAGE 81F] NG:
LEFT
PAGE:
LIFT BEAM
PLAN AND
N'
M H E B
MMMIN
NOTES TO THE INSPECTOR/CONTRACTOR
TYP. 8"x8" 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
PLACE STEEL 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
IGHT
aOF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"06"
io
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
I
#5 CORNER BAR W/ 30" LAP FOR EACH
OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
1#5
COURSE OF BOND BEAM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL. a„
/ A (-
6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
VERTICAL REBAR W/ 10" HOOK
_p9 QlGP- Bxl6 DBL. BOND TOP OF
BEAM W1(1) #5 BAR BOND BEAM
a EACH COURSE
'\O
8x8 BOND BEAM 7pp OF
W/(1)#5 BAR .4: BOND BEAM
30" TYPICAL
F = FILLED W/ GROUT
.�Y\O� U =UNFILLED GROUT SOLID FROM -*TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED LINTEL.
BEAM COURSE
#5 BAR IN BOND BEAM
SEE NOTE 5
p 8x8 PRECAST CONCRETE
A\N AGO 16-1 T/ 1
O
5 f�iL LINTEL W/ (1) #5 BAR (L2)
NOMINAL—�
(� EF LENGTH OF BAR=WIDTH OF MASONRY
Q�
CORNER
HEIGHT # OF #VS. TOP
0 OPENING-2"
IT IS THIS ENGINEER'S INTENT BOND SEAM COURSE ply 2 BEAM DESIGNATION
REINFORCING OF BOND BEAM
THAT XFXX - iT/1 M/OB INDICATES A DOUBLE BOND BEAM # OF *VS, BOTTOM 8x8 PRECAST CONCRETE SCALE: —=1'-0"
1
AND XFXX- IT INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP
AND XUXX - 1T/1MroB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL OF OPENING
AND XUXX - 1T/OMMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1.3116
SINGLE BOND BEAM
TAPCON OR DRIVE PIN (MIN
AT HIGHER ELEVATION
SHANK SIZEA 45 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
AS SHOWN
2X6 (MIN 2 X 3) 2-3116 TAPCON
PRECASTMIS
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE .300
SILL
MIN EMBEDMENT 1114")8"
LOPE
FROM EACH END AND 19'
ZI°
MI i-1/4"
EMBE ENTN
R
2x8 (MIN 2 X 3) 2-3/16
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZE.145 MIN HEAD
AS TO ALLOW BENT
SIZE ,300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
BAR TO BE PLACED IN
i/4") 8' FROM EACH ENO AND SECURE TO SHEATHING W/
/7116'OSB
UPPER AND LOWER #5 MIN. REQUIRED IN
18" O.C. MAX. MIN 1-114" MIN. 2-12d PER SILK. EA. END
VCMUWALL
BOND BEAM EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W/
SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
CORNER BARS
`F
ARCHWAY FRAMING DETAIL
AT CORNER STEP
SCALE:112"=1'-0"
5 SCALE: 3l4"=1'-0"
3
SCALE: 314"=1'-0"
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
THROUGH LINTEL.
� I
> I
I
SINGLE #5 CORNER I
BAR, 30.30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLEDLLED CELL BOND.BEAM
�
II I II
I
(I
II
II
8x8 CMU PIER
PROVIDE #5 BAR
W! SINGLE OR DOUBLE REINF. BAR(S),
AT EACH SIDE
SEE PLAN.
I I /
STEEL REINF. OF OF ELEVATION
ENSURE THAT PIER GROUTS BENEATH
BOND. BEAM CHANGE
LINTEL.
CHANGE IN
ELEVATION OF BOND BEAM
% SINGLE LINTEL, MULTIPLE OPENINGS
SCALE: 3/4"=V-0"
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7744078
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: 813488-2828
FAX: 8134M2802
dLTHDIV. at LOT:
SILVERADO
LOT #18
BLK #13
PROJECT#
03719,000-18131
mopmIa
2795-D
GARAGE 9wlr7G:
LEFT
PAGE:
DETAILS
15 PIB
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8)1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 WI 10d x 1 1/2' HOG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. 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 71W LONG, WITH WASHER C 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 V-O', FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER! ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES,
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
rn k k k k k n I A A I r � A n n A n n r N f7
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CJ3T N yyyN N ggpN p yyyY gggyY Ygq epY ggpY p N nngN qpY Y Y gAM pgp N p N CJ3
4 CJ5T ®i v 11 B I M p I . o v�]Cis
AH9
AH11
AH13
AH15
AH17
AH19
AH21
AH23
A
A
Al
Al
Al
A2
A2
A3
A4
A5
AS
AS
AH23A
AH21A
AH19A
AH17D
AH15D
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AH11D
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ttESl�ttl�i�i�! !$�itii�lttilt�l�il�sitt�ii� i1�! a i3®!
'YiA I
..........®.-----s..a.a:a.la .avava----
I I
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®.®.®.........z. . ------- vy-----=a.ava--
I
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.��
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v.m�a=a.®va®F®.—v:.sass:z a..os.. ------------- -
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v��vs�vovs®. �'.ma®v�va.ms. W z:sue:tea®va�yaviv..�as.®�
—6
L__ -_- I I
................ PREFABRICATED ROOF _.>. .. ::.asav®vv�yaz.�aa®.v.o .: vP
TRUSSES @ 24' O.C. MAX a a L—
viva.ava:a:a=a........ ...................
�fa.asama.aaas�.®va=a avava.-------ava.az
I I
�.l............ 6—..... ...a.........a.......
I I
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-----------------
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L — — — — _ — — — _ — — _ _ J
----------- as 3EARINALL)
ATTIC
ESS
2)HIOA (T'P
G W
.va•.ay.aysas �=.s=.a� a. as av�
sue=®v—=®.®.a.a.avv7--.a=a7
a:a. i va.w-----------
.a. ws. a.®. F
71
: a�1 � . _ ® FH7
7
CJ1
FRAMING PLAN
SCALE: 114" = 1'-0"
U 5 'lis
1441 N. RONAID REAGAN BLVD.
ORLANDO, FL 32750
PH: 407-7748078
FAX 407-774-4078
www.abdosigngroup•com
AA #: 0003325
DRAFTIN:INC.T CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813S88.2828
FAX: 8134IM21102
O
O
etMDIV & Loll:
SILVERADO
LOT #18
BILK #13
PRoJRCT#
03719,000-18131
mo� 795-D
GARAGE SWING:
LEFT
PAW&
FRAMING
PLAN
150 H A. B
FE
DARmT 01/30/21
.CALF: 1/4"=1'—O"
8191cw
S3
A41) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 1Od x 1 }" NAILS TO TRUSS
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12)16d x 1 J" NAILS TO TRUSS
DEL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 1 Od x 3 }" NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12)16d x 3 }" NAILS TO GIRDER
1x2, 2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W/ (3)16d
GALV. COMMON NAILS.
1x2 SECURED W/ 10d
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8" x 4'-0" MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE 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, 1_:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY)
1A 1B 1C TYPICAL TRUSS/
GIRDER CONNECTOR(S)
3/4" T 8 G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG FLOOR TRUSS
5/8" GYPSUM BOARD OR 1/7' HIGH
STRENGTH CLG. BOARD
SECURE TRUSS TO TOP PLATE wl (2)
16d TOENAILS
DOUBLE TOP PLATE
ENGINEERED WOOD TRU
® 24" O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR W ITH
(9)10d x 1 i" NAILS TO
GIRDER. PROVIDE 5"
MINIMUM CONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING, SEE
"ROOF/WALUFLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: APT SYP #22"x4",
6", 8" x 4'-0" MAY BE ADDED
W/ 1 Od NAILS, 2 ROWS, 3"
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
L-A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) r x 5" TITEN HD TO CMU AND (12) SOS
}" x 2 j' TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
1x2, 2x WOOD FASCIA (2) in x W TITEN HD TO CMU AND (18) SOS }" x
SEE ARCHITECTURAL 3" TO GIRDER
2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS. (2) j" x 5*TITEN HD TO CMU AND (18) SOS }' x 3'
Ix2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
EA
GALV. COMMON NAILS BEAM SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED
12" O/C SOLID, 8' EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LSS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
2A 2B 2C TYPICAL ROOF
GIRDER CONNECTOR(S)
LSTAI2 20 GAUGE
W/ 10dxtn HOG NAILS
@ EACH END. TOTAL OF 10
FLOOR
GIRDER
1TT4 W/ 5I8" A.B. WITH
AIN. 7" EMBEDMENT
TO SLAB 8 (18)16d x
2x4 OR 2x6 WOOD BEARING 2-in" 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
1/2" GYP. WL. BD.
.a.• 9 i.. .�.
%_'�GIRDER/WOOD POST CONNECTIONS
J SCALE: 3/4'=1'-0"
,/�FLOOR TRUSS CONNECTION @ L.B.W.
* SCALE:314"=V-0" (NO UPLIFT)
OUTER 9/3 OF
SPAN ONLY
BTM. -
PLATE
DEPTH 1/4'D
-HOLE EDGE >5/8"
-HOLE DIAMETER
< 2/5"D SGL. STUD
HOLE EDGE >5/8"
HOLE DIAMETER
< 3/5"D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
8 scALE:11n°=r-0scALE:11n"=r-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 BOLTIJ-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 WI (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 WI (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 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)16d GALV. COMMON NAILS.
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 3l4""=1'-0-0"
# 1100 UPLIFT SIMPSON -
HTSM20 W/1010d TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1000 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 1 Od TO
TRUSS AND (4)1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER 8 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
3 SCALE: 314"=1'-0"
6'-0" MAX (W/1X4)
OR 10'-0" MAX (WI2X4)
1 x4 DIAGONAL
BTM.CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
Ix4 BTM. CHORD BRACING 6-0" O/C —/ `-END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'4- O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BRACING
6 SCALE: 3/4"=1'-0"
5'EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
C� H�
SCHEDULE MIN PLAN
SEE SCHEDULE FOR BOLT SIZE
5 112" MIN. EMBED. (TYP)
SEE LEDGER SCHEDULE d
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
0°
LAP A MIN OF 4'-0".
3. ALL BOLTS TO HAVE WASHERS
Z
4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
m
CLOSER THAN 6' O/C.
5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4"
(2)_ PT
DIA, x 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
SIZE
BOLTSIZE
FEDGE&PAM
CBRRALSPACING
A
DOUBLE 2x8
in"
11.01
16" O/C
B
DOUBLE 2x8
3/4"
8" O/C
24" O/C
C
DOUBLE 2x10
in"
8""
16"O/C
D
DOUBLE 2x10
3/4"
8" O/C
24" O/C
E
DOUBLE 2xl0
3/4"
6" O/C
16" O/C
F
DOUBLE 2,12
3/4"
8" on
12" O/C
10 WOOD LEDGER DETAIL
SCALE: 314"=V-0"
(2) 2X4 No.2 SYP DIAG.
2x4 BLOCKING BETWEEN
BRACE W/ (3)12d 0 EA
TRUSSES WHERE
TRUSS (DIAG. BRACE TO
X-BRACING IS PRESENT AT
COVER 5 TRUSSES)
4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0' (1) -X" BRACE
SEAMS)
30'-1" TO 60'-0 (3) X' BRACE
SECURE 2x8 PT. PLATE
(1) "X" BRACE 0 CENTER
TO BLK WI 1n" DIA.
(2) "X" BRACE DIVIDED EQUALLY
ANCHOR BOLT W/ 2"
FROM CENTER TO END,
WASHER SET IN HIGH
2x WOOD FASCIA,
STRENGTH EPDXY 6"
SEE ARCHITECTURAL
MIN. EMBED. AT 32" OC
MAX.
PRE-ENG GABLE TRUSS
SECURE GABLE TO 2x8
P,T. PLATE W/ 12d'a 8"
STIFFBACK (AS PER
O.C. MAX
TRUSS ENG)
CONT. 2x4 SECURED Wl
(2)10d's @ EACH TRUSS
TO BE INSTALLED Q
10'-0" O.C. MAX.
SEE SCHEDULE FOR
BOND BEAM RED.
BLOCK WALL W/ GABLE END
PRE-ENGD TRUSS SCALE: 314"=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 FI AND F2 FORCES.
11 ALTERNATE MATERIALS
SCALE: 3/4"=1'-a'
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH: 407-774 6078
FAX: 407-774,4078
www.abdoslgngroup•com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: SISSM-2628
FAX: 8134388.2802
BUDDIV de LOT:
SILVERADO
LOT ##18
BLK ##13
PROJECT/4
mopmm u
2795-D
GARAGZ SVnNG:
LEFT
PAGE:
DETAILS
V.150AWH EA B
E
D W 01/30.
BCALM- 1/4"=1'—O"
8*1z=
s3.1A
FLOOR DECK
2z6 PT TERMINATION
2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3) l6d COMMON Wl (6) 3/16""x 4 TAPCONS
NAILPROVIDE 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: 3l4"=V-9'
SIMPSON H6 W/
(8)8d COMMON NAILS 2x STUDS
SIMPSON H6 W/ (8) 8d EACH ENO
COMMON NAILS, EACH
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
i
SIMPSON SPH4/SPH6 BTM.
FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1
GIRDER TRUSS 1l2" HOG NAILS
WALL FLOOR FRAMING,
2 TRUSS PARALLEL TO WALL
SCALE: 3/4"=1'-0
PLYWOOD SHEATHING,
SEE
"ROOFNVALUFLOOR
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
(2) SIMPSON OTC CLIPS Wl
SEE SCHEDULE (2) 3/16" X 1 3l4"
FOR BOND BEAMS
REQ. CONCRETE SCREWS INTO
CMU AT BLOCKING W/ 114"
8" CMU WALL. MAX, GAP FROM TOP OF
SEE PLAN FOR WALL TO BOT. OF VERT. REINF. WALL BRACING AT BLOCKING
NOW BEARING EXT. WALL
3
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x8 BLICNG BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES W110d 3" O.C. 1ST PLY
�
FLOOR DECK
2x4 CONT. WI (4)18d NAILS
(2) 2X4 No.2 SYP DU1G. WHERE X-BRACING IS PRESENT AT
INTO LEDGER AND 10d @ Y O.C.
#8 WOOD SCREWS
2x4 BLOCKING EA. BRACE.
NOTE:
0 TOP OF FLR TRUSS -
BRACE W/ (3) 12d � EA. 4'-0" D.C. (AT SHEATHING SEAMS)
STAGGERED UPPER PLY INTO 2x6
x 2" LONG @ 3" O.C.;
«(
TOENAIL INTO TRUSS W/ 4 16d
()
STRUCTURAL SHEATHING
(T OP 2X4 SUPPORTS ST.
TRUSS BRACE TO
BELOW
STAGGERED OFF
CENTERLINE OFF 2x6;
NAILS END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
COVER 5 TRUSSES
5 TRUSSES)
)
3/4" AS SHOWN
2x4 BRACE @ 48" O.C. w/ (5)12d
C. l (
1'a{" MIN. FROM 2ND. FLR,
FLOOR DECK
0'-0" TO 30'-0" (1)'X" BRACE
DBL 2X8 LEDGER
NAILS EA. END
LINE
2x6 CONT. W/ (8)16d NAILS
@ ST. OF FLOOR TRUSS
30'-1" TO 60'-0 (3) "X" BRACE
PRE-ENG GABLE TRUSS
"X"
TO CMU W/ 12" EXP. BOLT AT
8d RING SHANK NAILS IM 4" O.C. MAX
FOR
(1) BRACE @ CENTER
8" CMU WALL
AT 16" O.C. AND 8" FROM
INTO BLOCKING
(BT. 2X61S WALL
SHEATHING NAILER)
(2) "X" BRACE DIVIDED EQUALLY 2x SUB -BAND
STIFFBACK AT ALL
REINF PER PLAN
END W/ MIN 5-12"EMBED.
16d NAILS (� 8" O.C. MAX
FROM CENTER TO END.
UPRIGHTS OVER 4'-10" HIGH
PER ELEVATION
FLOOR DEC 14„
PER ELEVATION PER ELEVATION
1X2 FIRE -STOP
(AS PER TRUSS ENG)
LLO 3*S
0
- F-
PLYWOOD SHEATHING, SEE
NNL1110 PATTERN
"ROOF/WALL/FLOOR
3 U=
SHEATHING
O
Kw
FASTENER SCHEDULE"
PER ELEVATION
PER ELEVATION PER ELEVATION
SEE TYP. TRUSS CONNECTOR IN I
DETAIL FOR STRAPPING INFO.
2z4 P.T. CEILING
2q" M PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
PRE-ENGINEERED WOOD
CONNECTION PER
1x2, 2z WOOD FASCIA
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)1Sd ENGINEERED WOOD
12. O.C.
REPAIR DETAIL I F
FRAMING PLAN)
BONG BEAM REQ. BOND BEAM RED.
SIMPSON HETA-16 G
EVERY TRUSS (VERIFY
GALV. COMMON NAILS. TRUSSES 0 24" OIC,
1x2 SECURED W/ 1Od SUBMIT SHOP DRAWINGS
IX2 FIRE -STOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16 0
W/ TRUSS PLAN)
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
AT TRUSSES PARALLEL
32"O.C. MAX.
(VERIFY W/ TRUSS
SECTION DETAIL
12"O/C AND APPROVAL SECURED W/(2)12d's�
EACH TRUSS
TO EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
MASONRY BOND BEAM
SEE SCHEDULE
`J
GABLE END PRE-ENG-D TRUSS
scALE:3<°=r-0"
%PRE-ENG
FLOOR TRUSSES
7
6
W/ HIP RETURN SCALE:34"=1'-0"
SCALE: 3/4"=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) Q 24" O.C.
NOT SHOWN FOR CLARITY)
MAX
R E VATION
FOR STRAPPING
O
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2x8 PT. PLATE TO BLK
W/ TRUSS PLAN
TRUSS TO TOP PLATE
5/8" GYPSUM BOARD OR 12" HIGH
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
,
A-SIMPSON MTS12
STRENGTH CLG, BOARD
4x414x6 SYP NO.2
WASHER SET IN HIGH
,.,j
U < 990 LBS WI (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 WI (14)10d
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
GALV. NAILS EA. STRAP
2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
CONNECTION
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTM. PLATE TO BE PT.
LINTEL COURSE
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
• o•
SIMPSON SPH4 OR SPHB BTM
12" GYP. WL. BD.
:0:
AND TOP PLATE ANCHORS W/
10d x 1 12" COMMON NAILS
SECURE ST. PLATE TO SLAB W/
CONT. 2x4 SECURED Wl (2) 10d's EACH
FILL ALL HOLES, DO NOT USE
10dx3"
12"x9" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
TRUSSMOOD POST CONNECTIONS_
TRUSS TO BE INSTALLED @10-0"O.C.
MAX.
EPDXY 5-112" EMBED. MIN. @ 16"
�j
1 OCR 10b 1 OC
OC MAX.
SCALE: 3/4"=V-9'
GABLE END BRACING W/ PRE-ENG
�1
GABLE TRUSS @ CMU WALL
TRIM TOPoarcoNNECTNow
A - SIMP50N MTS-12 U <990 LBS W/ (14)10d GALV. NAILS.
B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS.
C - 2-PLY-SIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS Wl (16)
114N3"SDS, (1) 5/8" A.T.R. TO HOU4 AND (10)1/4" X 2 12" BOB TO POST
TRUSS
CONNECTION @ L.B.W.
�,-
b
POST TO SLAB CONNECTION
`9Q 9
SCALE: 314"=1'-0"
A&B - SIMPSON ABU44Z POST BASE dU:1,900 GA660 W/ 5/8 DIA. x 6" EXP. BOLT
SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 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 8 (26)16d x 2-12" NAILS TO POST.
1441 N. RONALD REAGAN BLVD.
ORLANDO,FL32750
PH:407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.com
AA 8: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8i3888-2828
FAX: 813888.2802
>lulmm de LOT
SILVERADO
LOT #18
BLK #13
PROJECT*
p2795— D
OARAGS 8Wl Cl-
LEFT
PADS:
DETAILS
150 H E
DAR * 01/30/21
OCALS: 1/4"=f-0"
BIHSST
S3.1B
w
FOR ASPHALT SHINGLE ROOF, USE MIN 7118" STRUCTURAL
SHEATHING EXP 1(24/16) or 15132" STRUCTURAL SHEATHING EXP 1
(32116), 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 20 BLOCKING ALL PANEL JOINTS W1 IN 4'
OF GABLE END.
SHEATHING
FASTENER SCHEDULE
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DMA.
TENSILE STR.
SHANK
ASTM
8d
RING SHANK,
2 3/9'
0.113
170,000
RING
RINGS
F1667
SCREW SHANK
PER INCH)
RSRS-01
8d
RING SHANK,
PNEUMATIC
2318"
0.113
F1667
SCREW -NAILS
RSRS-01
EXTERIOR SHEATHING
USE 112" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT
4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT B" O.C. AT
INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. 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 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD
ZONE 3,3e, 3r Sd NAILS (M 4" O.C. ON EDGE AND 4" O.C. IN FIELD
D
III
Z
0
w
QzQ,j
NO
Z
of
8d RING SHANK GUN NAILS N 4" O.C.
TOP & BOTTOM EDGES
J
Z r
2
2 O
I. IJ
z
RAFTER OR TRUSS
onnc cucerulur_
-_-Kim a:I �1
KUL) 511EAIHINDLATU1.1
AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP
BLOCKING @ 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
C. 8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
�NB 2" DECK SCREWS 0 6%8" O.C. MAX 0
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
TYP. EXT. SHEATHING ATTACHMENT
GABIF-EIO
i
1
Hw RODE ,Iw—,Il
FASTENER SCHEDULE
KUL) 511EAIHINDLATU1.1
AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP
BLOCKING @ 16" O.C. FIRST 4 BAYS WI (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
C. 8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
�NB 2" DECK SCREWS 0 6%8" O.C. MAX 0
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
TYP. EXT. SHEATHING ATTACHMENT
GABIF-EIO
i
1
Hw RODE ,Iw—,Il
FASTENER SCHEDULE
WINDOW AND
DOOR BU
K FASTENERS
FASTENER
__Tm
slxE
ttPE
SPACNxi
REMARKS
APPLICATION
9¢E
TYPE
SPACING
REMARN9
1#PT FURRINOTO
CA SF HARDENEDWL
a,
OAMGEDWRBUMC
111.Ow.
tAPCON MASONRY
I,_
11R"EMBED.,P DIST.,
MA90NRYI CCNC.
NAIL 11Ml'LONG.
TOMASONRYKiJNC.
.—ER
FASTENER
11/F'EDOE DIET.
9GD, AL. FXT.DOORB
tr PT,SEE NOTES
CASE HARDENEDCOIL
NAIl1 II LONG.
Y04
STAGGERED
WNaxYNN00fe FASTENED
INTO MA90NRT—o.
GAMGE DOOR &ICN
TO MASONRYIOCNC.
12'Dw. WI
WISHER
EXPANSroN BOLT
x1"O¢
1•EMBED.,f ENDMST„
3•EDGE 019T.
ww0oweucx
CASE HARDENEDCOl
vac
wlrmowmoow PA9TExED
aa:ru smAPTD
CONTACT THIS ENGINEER FOR SPACING
'
Ia PT, SEE NDTEB
NML1fYl LONG.
9TAGGEREO
HMO MABONRISY.ONG.
MASOKF!/COMIC.
REQUIREMENTS
FXT.SWNGD—t
(2)Y1aON
APCON
I11 EMBED. f END.
NONSEAPoNG WOOD
�!• EXPANSpN fEMBED.1'QN
BUCKh PT, SEE NOTES
NO WARMER
FA9TNER
1f OC
019T., 11?EDGE MST.
WALL TO WNC.SUB
W/WASHER eOLT 2f pC DI9T., f EDGE CST,
hRWWWW HICK 0.130'PAFAx1,F a'OIC TEND. OIfT.,11?
PTTO sIEELC0..,BEE WIW�ER 9TAGOEfEO EDGE DIET.
NOTE 8
NOTE8
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SE AS PER MANUFACTURER'S SPECS AND / OR NON
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 FICA OR THE SPACING DETAILED ABOVE
e. 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 C33IC33M MAXIMUM AGGREGATE SIZE SHALL BE 314".
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 EARTH OR WEATHER
NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF.
ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C.
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 402fS02-16 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 6
PROVIDE 84AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UHAEfMALL SUIBSONGROUND WHERE INDICATED ON
METAPE.
ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016. ASCE 7-16 AND AISC SPECIFICATIONS
SEAMS LAPPED 8 INCHES MID SEALED WITHRRI E
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORMWORK:
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 W 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, 71h EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE 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 TIE470WN3.
WELDED WIRE MESH SHALL BE ASTM A1054/AIO64M GRADE 65 AND BE PLACED IN ACCORDANCE WITH TH E
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-0" OC, EACH WAY.
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
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 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN LOADS:
W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS,
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION"
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Sf
P
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 paf TOP CHORD -ran-mn inert
REVIEW,
TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #8 BAR - 36"
WOOD TRUSSES.
10 psf BTM CHORD -noD-mnc l
#5 BAR - 30" 07 OAR - 42•
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADSFOR 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
F FRAMING FOR
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOTS IN ACCORDANCE WITH ANSUASCE 7 88: 1990.
15 pat TOP CHORD 20 PST TOP CHORD
(7 Psf w/ ASPHALT SHINGLES) (10 Pat .1140 GYPCRETE)
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 Paf BTM CHORD 5 psf BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD TO RESIST WIND UPLIFT: 10paf
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 80 paf
WALL'
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
STAIRS LIVE LOAD 40 paf
WIND: DEAD LOAD SPEED MPH 3-SECOND GUST
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
(ASCE 7- 020) EXPOSURE B, RISK CATEGORY IU
(FBCABLE
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LIVE LOADS: NHABITT
UNITIC
ATTIC TWITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, 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: 200paT GUARD IN -FILL COMPONENTS: 50pa1, PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICpsfLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
MASONRY:
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING REVIEW:
'SPECIFICATION MASONRY STRUCTURES- (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.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
ALL SHOP SHALL BE REVIEWED THE CONTRACTORS PRIOR TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fin - 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAW FIGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
SUBMITTED WILL . SHOP
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN WALL COLUMNS GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ASTM 0-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
FOUNDATION/ SITE PREPARATION: TYPE'M" OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pat, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION,
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHAM SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" d- PRIORTO THE ADDITION OF PLASTICIZER.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI318 AND ASTM C94/094MOR MEASURING, MIXING, TRANSPORTING,
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 13 SATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY
NON COMPLWNCE NTH THE ABOVE.
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS),
S FOR CONCRETE EXPOSED TO EARTH AN" WEATHER
1-1R" FORA6 AND SMALLER
2' FOR a AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3W FOR SUBS, WALLS AND JOISTS
1.1G" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SWILL BE ASTM
A36IA38M, Fy - 36 XM FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM
A500lASOOM, GRADE B, Fy = 48 kM. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =
35 Kal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL.
1441 N. RONALD REAGAN BLVD.
ORLANDO, FL 32750
PH:407-774-6078
FAX: 407-7744078
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DRAFTING INC.
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TAMPA, FLORIDA 33834
PW SL3b88.2628
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