HomeMy WebLinkAboutBuilding PlansF
2 6 0 5 _J1 A Y, _41L)_
A .
1430 CULVER [DRIVE NE, PALM BAY, EL 32907
cal: (321) 733-7092 Fax= (321) 733-7972' n,CO ehance de
1
Univer alEngineering
s Sciences
0
STATE
OF FLORIDA
DESIGN
CRITERIA:
CERTIFIED BUILDING CONTRACTOR:
-FWFmA BURDING CODE, RMKWrIAL,
7TH EDITION (2020)
-AIL LOCAL AND STATE CORES
DR HORTON
HOMES
-OCCUPANCY
- RESIDENTIAL, GROUP R3
1430
CULVER DRIVE NE
CONTRUCTION
-MINSINTERIOR FINISH
- CCLLASS B
PALM
BAY, FL 32907
-BASIC WIN) SPEED
- Vult=160 MPH
TEL:
(321) 733-7692
-EXPOSURE
Casd=124 MPH
FAX:
(321) 733-7972
1—STORY RESIDENCE
-2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
® STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
MICHAEL C. ANDERSON
AR No. 173,05
�2
A.B. DESIGN GROUP, LLC
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH, FL 32937
Tel: (321) 802-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (ASA
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) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
CONSTRUCTION BASED ON THE DRAWING SET.
N
SQ.l' 1 •
CPLW'S
IST FLR LIVING
1104
SQ. FT.
2ND FLR LIVING
IrPOI
SQ. FT.
TOTAL LIVING
2605
SQ. FT.
GARAGE
437
SQ. FT.
PORCH
43
SQ. FT.
COVERED LANAI
80
SQ. FT.
TOTAL 3165 SQ. FT,
A/C VOLUME 22403 CU- FT.
ABBREVIATIONS
ABV.
ABOVT
iAV.
LAVATORY.
A!C
AIR CONDITIONING
LLiM.
LUMINOUS
AD.I.
ADJUSTABLE
M.C.
MEDICINF. CABINET
AFT.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
M.T.
METAL THRESHOLD
C.I.
CENTER LIME
MTD.
MOUNTED
CAB.
CABINET
MTL.
METAL
CLG,
CEILING
N'.T.S.
NOT TO SCALE
C LR.
CLEAR
O.C.
ON CENTER
CONC.
CON('RETE
PL
PROPP.RTYLINF
C-PT.
CARPET
V.B.
PUSH BUTTON
C.T.
CERAMIC TILE
PH.
PHONE
D.
DRYTR
PLY.
PLATE
DBL.
DOUBLE
PLYWD.
PLYWOOD
D.G.
DUAI. GLAZED
PR.
PAIR
DIA.
DIAMETER
P.T.
PRESSURE TREATED
DIM.
DIMENSION
R.
RISER
DISP.
DISPOSAL
RAD,
RADIUS
DP.
DEEP
R.A.G.
RTTUR N AIR GRII.1.
DR,
DOOR
REF,
REFRIGERATOR
D.S.
DOWNSPOUT
RM.
ROOM
DTL.
DETAIL
R.O.
ROUGH OPENING
D.W.
DISHWASHER
S.C.
SOLID CORE EXT DR
EA,
EACH
S.D.
SMOKE DE IECTOR
ELEV,
ELEVATION
S.H.
SINGLE HUNG
EQ.
EQUAL
SHE.
SHEET
EXH,
EXHAUST
SHTHG.
SHEATHING
EXT-
EXTERIOR
SHWR.
SHOWER
F.G.. EX.
FIXED GLASS
SIM.
SIMILAR
P.G.
FUF,L GAS
SL.
SLIDING
FIN.
FINISH
SL. GL.
SLIDING GLASS
FLR,
FLOOR
STD,
STANDARD
FLUOR
FLUORESCENT
SwS
SHEAR WALL
FR. DR.
FRENCH DOOR
SECTION
FTG.
FOOTING
TEMP,
TEMPERED GLASS
GA.
GAUGE
THK.
THICK
GAR. DISP.
GARBAGE DISPOSAL
T.O.C.
TOP OF CURB
G.F.I.
GROUND-FAULTCIRCUIT
T.O.P.
TOP OF PLATE
INTERRUPTER
TO
TOP Of SLAB
GL,
GLASS
TYP.
TYPICAL
GYP. BD,
GYPST TM BOARD
U.N.C.
UNLESS NOTED
I1B.
HOSEBIB
OTHERWISE
H.C.
HOLLOW CORE
V.P.
VAPOR PROOF
HDR.
HEADER
W.
WASHER
HGT.ORFIT
HEIGHT
W,
WITH
INSUL.
INSULATION
WD.
WOOD
INT.
INTERIOR
WDW,
WINDOW
W'H
WATER HEATER
W1_
WROUGHT IRON
REVISIONS
DATE DESCRIPTION
06/28/11 2-STORY CMU CONVERSION
12A5/11 APPLIED COMMENTS FROM M. SEAY
01/15/18 BID SET ISSUED
02/1340 ADDED ELEV. U 4 'K' WITH SIDING PER MARK. 50WES
02/20/16 BID SET RE -ISSUED
04AIAB FOOTING REVISIONS PER M. FSOWES
08A1118 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL
01/26A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI2A
02/26A9 PLAN MAINTENANCE
03/29A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR
04/25AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON
04/25AS REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE
04/26A9 UPDATED LEDGER BOLT SIZE 4 SPACING
06A9A9 REVISED I-JO15T LAYOUT
06/21A9 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BOWES
OW13/19 LEDGER BOLT SPACING REV15EC,
11/15A9 ADDED COCOA PLUMBING RISER
01/01/20 REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
05/11/20 REVISED STAIRCASE AND STAIR SECTION DETAIL
01/01/11 2020 FBC UPDATE
INDEX OF DRAWINGS
ARCHITECTURAL SHEET # DESCRIPTION
PG Cl—COVER SHEET
PG GN— GENERAL NOTES
PG Al —FIRST FLOOR PLAN
PG AIA—FLOOR PLAN SECTIONS/DETAILS
PG A2—SECOND FLOOR PLAN
PG A3G—FRONT & REAR ELEVATIONS "G"
PG A4G—LEFT & RIGHT ELEVATIONS "G"
PG E1—FIRST FLOOR ELECTRICAL PLAN
PG E2—SECOND FLOOR ELECTRICAL PLAN
PG Pl—FIRST FLOOR PLUMBING PLAN
PG P2—SECOND FLOOR PLUMBING PLAN
PG Ml—FIRST FLOOR MECHANICAL PLAN
PG M2—SECOND FLOOR MECHANICAL PLAN
PG Dl—DETAILS
PG D2—DETAILS
PG D3—DETAILS
PG WAl—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—NOT USED
PG WA5—NOT USED
PG WA6—WALL ASSEMBLY DETAILS
STRUCTURAL SHEET #
PG Sl-FOUNDATION PLAN
PG SIAA-DETAILS
PG S1.2-FIRST FLOOR DOWEL PLAN
PG S1.2A-DETAILS
PG S2-FIRST LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S2.2A-SAFE LOAD TABLES
PG S3-FIRST FLOOR FRAMING PLAN
PG S3.1A-DETAILS
PG S3.1B-DETAILS
PG S3.1C-DETAILS
PG S4-SECOND FLOOR DECK PLAN
PG S4.2-SECOND FLOOR DOWEL PLAN
PG S5-SECOND LIFT BEAM PLAN AND NOTES
PG S5.1A-SAFE LOAD TABLES
PG S6-ROOF FRAMING PLAN
PG SN1-DETAILS
DESCRIPTION
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTHDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECTS(:
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
COVER
SHEET
60 MPH EXP.
ARCHrrECT-
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
r
ETA 03/03/21
"A/4"=1-0
SHEET
CI
GENERAL NOTES
BITE WORK
TIMBER
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL(FBCR)
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT)
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS
ARE
UNDER
HEREIN:
FBCR 7TH EDITION (2020) UNO.
2 REFER TO THE CIVIL DRAWINGS FOR LOCATION
OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
2.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DE13RIS'3Y
FINISH GRADES, PLANTING AND IRRIGATION
C. SOUTHERN PINE INSPECTION BUREAU:
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTEC
IONIS
SHALLBE
1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN. STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK
ARCHITECT,
E. APA - THE ENGINEERED WOOD ASSOCIATION:
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'/2 THE HORIZONTAL
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4.
THE CONTRACTOR MALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TC
THE
ATTENTION
OF THE ARCHITECT IN WRITING AND WRITsTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WIT
THEWORK.
5. ALL BACKFILL AT STRUCTURES SLABS STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
R OMISSIONS
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES 0a
IN THE
AND COMPACT TO 95 /o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. THE
3 MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTR
CTI
NAND/OR
BUILDING SITE SHALL BE KEPT DRY 50 THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5.
TION PROCEDURE
THE ARCHITECT/ENGINEER SHALL NOT BE .RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION
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.
5, WALL SHEATHING SHALL BE PER STRUCTURAL SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6.
THE STRUCTURAL DESIGN 1S BASED 0 THE I TERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THECO
TRACTOR
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT : SQ.
SHALL SOLELY BEAR THE RISK FOR PR I VIDIN� ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
8. EXCAVATIONS TO BE A MINIMUM OF 3 0 BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMRE ANENT MEMBERS A"COMPLETELY INSTALLED.
!
PLUMBING
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION A5 PER ALL LOCAL AND STATE
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS,
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3 „ SCHEDULE 40 INSULATED WITH „ AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM /< PVC /z
( )
8.
CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH
THE C
ECT/ENGINEER.
10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION; INCLUDING ALL APPLICABLE STATE, AND C C
5. ALL`CLEANOUTS SHALL BE FLUSH WITH GRADE
9.
NO STRUCTURAL MEMBERS ARE TO BE '!CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
'COUNTY BUILDING AND ZONING CODES.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
'
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2.
GARAGES AND CARPORT$
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP'
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
1.
GARAGE DOOR
DRAWING,
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
B. DETAIL TO BE' SUPPLIED BY GARAGE DOOR SUPPLIER
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
C. ' DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
EXTERIOR WALL COVERINGS
2.
AS PER SECTION R302 5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
1
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
PURPOSES S HALL NOT BE PERMITTED. OTHER OPENINGS THE GARAGE AND RESIDENCE SHALL BE
QUIPPED
WITH
OF COMPLIANCE SHALL ISSUED TO`fHE
H TERMITE PROTECTIVE TREATMENT A CERTIFICATEC
APPLICATION OF T ET
H WALL F COMPONENTS ACCORDANCE WITH 1:2 2 A MODIFIED BY FBCR
E 5 OR COM 0 ENTS AND CLADDING LOADS IN ACCOR ANC TH FBCR TABLE R30 O S
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOOR
NOT LESS THAN
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
TABLE R, MANUFACTURED SOFFITS SHALL BE TESTED AT 1,5 TIMES THE DESIGN PRESSURE
301.2 (3 )
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
'
1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
`
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
EXTERIOR FINISHER
3.
AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THEWALLS OR CEILINGS SEPARATING THE
„
AND CONSUMER SERVICES."
AGRICULTURE A GO SU S
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, /THICK, OVER FRAMED WALLS
DWELLING FROM THEaGARAGE SHALL BE CONSTRUCTEb OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1"
MIN. RIGID
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENI
GS INTO
THE
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
GARAGE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787.
4.
AS PER SECTION R302.6 & TABLE R302.6:: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS
TTIC
AREA BY NOT
3. LATH &ACCESORIES PER ASTM-C-1063-19a & R703:7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALLBE
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT.
_
1" FLASHING HORIZONTAL LATH AND PAPER DETAILS
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATIONS
ALL
LSO BE
PIPE PENETRATION DETAILS Reviewed VENT PENETRATION DETAILS
PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT.
compliance
-- WEEP SCREED DETAILS universatEngmLrenng CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS ONETMA sciences-- DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERK)R CEILINGS
t EXTERIOR CEILING TO BE 1/2 GOLD BOND BRAND EXTERIORSOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE (ETA PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
FT 0 HE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHERCONSTRUCTION 0 PHASE SERVICES AND THAT SUCHSERVICESWILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS AND
FOR CONSTRUCTION NOBSERVATION.
C
CONTROL DATE: 12/10/20 (RM)
j 2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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ARCF11I L I
STATE OF F I_ MD
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MAR 0 y 202
'WI 'HAEL C. ANDERSC)r
AR NO 17305
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03/03/21
4A DATE:
SCALE: 1/4" 1'-O"
t..
SHEET
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w1
GROUND
WIND DESIGN
SEISMIC
SUBJECT TO DAMAGE FROM
WINTER
ICE BARRIER
FLOOD
AIR
MEAN
SNOW
aFEEDd
TOPOGRAPHIC
DESIGN
WEATHERING'
FROST LINE
TERMITE
DESIGN
UNDERTLAYMENT HAZARDS a
FREEZING
ANUAL
LOAD
(MPH)
I EFFECTS"
CATAGORYr
DEPTH"
I
TEMP'
REQUIRED"
NDEX'
TEMP?
NA
160 C
NA
I NEGLICsABLE
NA
VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.9.4
'-10"
10'-0"
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BEN
4",
1'-41,
ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FISC R302.105
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GABLE R(X)FS
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FIGURER 1.2(77)
COMPONENT AND CLADDING PRESSURE ZOi4ES
I
12�1.4
1
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ROOOOMG
I e
15'4' CLG.
I
-7'-21
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39'-8"
/91 a/1�C9_CL
LIVING
ROOM
8'-8' CLG.
r
21' -10'
r,,
STAIR DATA
16 RISER a 1.54'
15 TREADS a 104
Br
II I
III
FLEX minv 0 FOYER
8'-8' CLG. III °' 8'-8' CLG.
III
III 3068
III W/12"
III F� TRANS
2'-10"
8) 3052-SH 0"
5 la
`3 - -
&'-a' CLG.
0 —
'-4" 5'-4" 4'
I8 _�
_ 2'-8
� 3052-SH
C/-OCCC
12'-41
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8'-8' CLG.
t•:<
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...
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PER BLDG.
CODE
;9
Nt
� I
GARAGE
8'-8' CLC% a�
F�
--------------------
20 -/-'
J
v; N
COWPONEff AND CLADDING WIND LOADS
BASIC WIND ERPOSLI E FOR 3 SECOND GUSTS
0113 K+B
AID TYPE
SQUARE
FOOTAGE
ZONE
180 WH WIND NO
RBIAHCS
MIN. WINDOW
10
5
31/-50
CRITERIA
EXTERIOR SWING
IS
5
36/-41
DR. MIN. CRITERIA
an.D. MIN.
41
5
34/-43
CRITERIA
16010 O.H.U.
112
5
31.0/-34b
12'xI2` SOFFIT
1
5
313/-49.9
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DAIB GVW21
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
Reviewed for Code
Compliance
Universal Engineering
hu Sciences
FIRST FLOOR PLAN
SQ.FT.
CALC. S
IST FLR. LIVING
2ND FLR LIVING
1104
1501
SQ. FT.
SQ. FT -
TOTAL LIVING
GARACsE
PORCH
COVERED LANAI
2605
431
43
80
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
3165
SQ. FT.
A/C VOLUME
22403 CU. FT.
SCALE: 1/4' = 1'-0'
NOTE:2-STORY GYPSUM BOARD
OPENINGS BETWEEN THE GARAGE t RESIDENCE SHALL BE
EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1%'
(35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
DOORS NOT LESS THAN 146'(35mm) THICK, OR 20-MINUTE
FIRE -RATED DOORS
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE E ITS
ATTIC AREA BY NOT LESS THAN 1/2'1121mmJ GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS
THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT
UNDER STAIR PROTECTION:
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED
SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1
- EGRESS NOTE: DO NOT SHUTTER FRONT DOOR. FRONT ENTRY
DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED.
- REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE OF R-13.
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
OFr=NING
OVERHANCs
SEPARATION
U-VALUE
SHGC
I
�'-0'
iv-w
32
Z5
35
79
3
I'-V
10'-9'
35
79
I.-b.
b3
32
35
79
MASONRY/FRAME
WALL LEGEND
8'-8' BLOCK WALL
LINO ON PLANS
BRCS. HGT. VARIES
8' BLOCK WALL
UN.O ON PLANS
BRCS.
INTERIOR
BRCS. WALL U.N.O.
ON PLANS
1
4' INTERIOR N
LOAD BRCS. WALL
UN.O. ON PLANS
-ALL INTERIOR
DOORS TO BE 6'-8'
-ALL EXTERIOR
DOORS TO BE 6'-8'
UNLESS NOTED
OTHERWISE
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SiTHDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR PLAN
60 MPH EXP.
ARCHffECT-
F FLOF
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE: 03/03/21
SCALE: 1 /4"= V— 0"
SHEET
Al
°
f
> 1 4
DSL.
TOP
PLATE
0
°
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4
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a
(2) LAYERS OF 3/4' PLYWOOD
OR (2) LAYERS OF 3/4' SUE
A T T FLOOR MATERIAL RIPS FOR
11--11
SECURE TREADS TO STRINGER SOLID NAILING
W/(3)18 3' SCREWS • EA
STRINGER UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
/
42' H_ 1/2
/
a
WALL W/
CAP
/
W r
i
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/
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/
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io
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0
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SLEEPER INTO SLAB WITHIN 8'
OF EACH END, 32' O.G. MAX
42' HIGH
HALF WALL
W/ CAP
3/4' TtG SUB FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
/ PRE-ENG'D�
FLOORING SYSTEM
/
FRAMING SHEOR
NOTE:
STAIRS RISERS TO CONFORM TO FECR
STAIR DATA:
-ITH EDITION (2020)
16R a "I.54'
MIN. TREAD=IO' MAX. RISFR--1 3/4'
15 TREADS a
31AW MAX. VARIATION IN
10'+ 1° NOSINCs
RISERS/TREADS ADJACENT TO EACH
OTHER 3/8' MAX. VARIATION IN ANY
RISER/TREAD HANDRAIL CIRCULAR
CROSS SECTION DIA. TO BE 1 1/4' +-1/4'
OR PROVIDE EQUIVALENT
GRASPAEILITY WINDERS- MIN. W WIDE a
NARROW END MIN. II' WIDTH w 12' FROM
NARROW END 34' MIN. HANDRAIL HGT.
NOTE:
-ENCLOSED ACCESSIELE SPACE UNDER
STAIRS SHALL HAVE WALLS, UNDER
STAIR SURFACE AND ANY 50:,'FFITS
PROTECTED ON THE ENCL05ED SIDE
WITH I/2' GYPSUM EOARDS. FECR 302.1-
STAIR SECTION
C SCALE: I/2'=1'-0'
0'_r, ,IN. F!R.
FIN FLR.
HANDRAIL a 36'
W/ 2X4 RE-IN509
rHE CLEAR SPACE BETWEEN
rHE HANDRAIL AND THE WALL
5HALL 5E NO LESS THAN 1 1/2"
AS PER F5CR R311.1.8.2
MOTE:
-IANDRAIL ENDS SHALL 5E
RETURNED TO THE WALL OR
rERMINATE INTO A NEWEL
COST.
NOTE:
I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A
DIAMETER OF 14"± 2" OR A NONCIRCULAR CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND
A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES
SHALL HAVE A MINIMUM RADIUS OF 1/8".
2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF
FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE
SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 160-1.8.1 / F.5.C- 2020
HANDRAIL SECTION
;M
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 J
SWBDIV. 6a LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEI.
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FLOOR PLAN
SECTIONS
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 2103
DATE: 03 / /
SCALE: 1/4"=1'-0"
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GARAGE SWING:
All
RIGHT
r
PAGE:
I
SECOND
FLOOR PLAN
`s160 MPH EXP.
SHINGLE
INGLE
ROOF ------`
FYPON IS'X50'
DECORATIVE
SHUTTER OR
EQUIVALENT
r
2ND fLR.
BRCS. HGT.
d
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NOTE: WALL FENESTRATION FLASHING AS PER FSCR R103A
OFF RIDGE VENT
2ND
BRG. HCsT:
I I
I I ❑❑I
"I I
r4--
I
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i
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i
.I Reviewed for Code
Compliance
Universal Engineering
Sciences
12
i
5
15'-5" 2ND FLR_
�BRCs. HCsT:
�II-01
FF
JvL%,EAJR%, ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
3 (L
-V10'-O 3/4" 2ND FLR.
FIN. FLR./BRCS. HC:7.
5 5 CLCs. HCsT.
0'-01, FIN, FLR.
MODEL 2605-HAYDEN-4EHB {2; Story)
AREA OF ATTIC
- 1541 SQ. FT.
NETFREE VENTILATION AREA
REQUIRED
1/ 300
REQUIRED VENTILATION AREA
= 1541 /300
- 5.14 SQ. FT,
5.14
= 739.68 SQ. IN.
MIN.REQUIRED VENT]LATION
= .4'X 739.68
IN UPPER PORTION OF ATTIC
= 295.872SQ. :IN.
(BALANCE TO BE PROM DE D IN
SOFFIT V ENTS)
OFF RIDGE VENTILATION AREA
= 138 SQ. IN. PER VENT (net free area)
TOTAL#OF VENTS REQUIRED
= 2.14
TOTAL#OF VENTS PROVIDED
= 3
SOFFIT VENTILATION AREA
7 SQ, IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
42,27
'.194 H WY A1A, SUITE 301
NDIAN HARBOUR BEACH,
FLORIDA 32937
PH. 321-802-3591
www.abdesigngroup.com
" 0003325 "
SLTHDIV. & I.O'1° `
GREEKSIDE
PHASE 2 I
LOT #16
PROJECT:
04321.200 016R1
MODEL
4EHB
"2605-HAYDEN"
GARAGE SVPINTG:
RIGHT
PAGE:
FRONT &
REAR
ELEVATION "Cx"
E
,60 MPH FX�F
ARCHfTECT•
STATE OF FLORIDA
MAR Q J?
MICHAEL C. ANDEE 20M
AR NO 17305
PRINT BATE: 03 03 21
.3CALE: 1 /4" =1' — 0"
Q13II$EET
A3 G
FLR-
'..-
Bi?Cs: NCxT.
SRCs- HGT.
—1-011
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A
12
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12 -
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Ira'-0 3/4" 2ND FLR.
4
----
--- - -----
-�------•-----
--
---
---- --
FIN. FLR./BRCS. NCzT.
FIN. FLRJBIR s. 1-1C:T.
h S'-S" SRCs. PGT.
S -8 GLCs. } CsT.h_
•
-
— - — - - — - — - — -
I
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I
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I
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0'-0" FIN: FLR.
0'-0'FIN. FLR. I I _ -- — - — -
— - — - - — - — - — -
— - — - — -
LEFT
I� �L�E VA7� IC C� lr
SCALE: 1/4 = 1'-0'
TEXTURED FINISH
Reviewed for. Code
Compliance
-
Universal Engineenng
Sciences.
-
..
a
12
OFF RIDGr- VENT �S
+
IS'-S' 2ND F,LR.
�1811 2ND
FLR.
ERGs HGT.
b
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11.011
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12
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0 0 3/ D
12
-------
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--- -
4 10'-0 3/4"
-
2ND FLR.
--- -
--------
I
FIN. FLR:
FIN. FLR
5�
S'-S' GLCs
HCsT.
5RGs HGT.y
-
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-
----------------
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0'-0" FIN. FLR
I 0 0 FIN.
FLR.
RIGHT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINIS
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH
FLORIDA 32937 '
PH: 321-802-3591
9 www.abdesigngroup.com
AA #: 0003325
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GARAGE SWING.
RIGHT
F
PAGE:
RIGHT &
LEFT {
ELEVATION "C
I:t�6n MPH 1�'�''
�
r
STD A
MAR 0 9 2021
NINAEL C. ANDERSON r
?�
RINT DATE: 03 03 21
SCALE: 1/4"=1'-0"
SHEET �
A 4-,G
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SMGLE POLE
„
4
110V OUTLET
-��
110V OUTLET
1/2OF OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
INTUI D WIGRND
INTPTER (TAMPERER
ERU
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
WP
EXT. TERPROOF
CAROJND
GFI
OUTLET
INTERRUPTERT
,M.
SWITCH
SWITCH
3-WAY OF'ER
W4
SWITCH
4-WAY OPER
s
WALL MOUNTED
LIGHT
CEILING LIGHT
CL
LED CLG LIGHT
O,,
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
LIGHT
u
ORECESSED
CAN
®
VENT. FAN
I CRM PER Sa Fr.
VENT. FAN
W/LIGHT
1 CFM PER SO. Fr.
`
VANITY LIGHT
FIXTURE
(GMC'S TOO BY
BUILDER)
RES
FLUORESCENT
WRAP
®
LIGHT
AROUND
AROUND
(RECESSED)
4-X2WRAP
FLUORESCENT
®
LIGHT
ARDUNCENT AROUND
(SURFACE MNT.)
2'FLUORESCENT
f
4'FLUORESCENT
p p
--ram-�
IIO a
W TRACK LIGHT
PANEL
OWN
METER
O81:).
SMOKE DETECTOR
WB/AHAgpwIRE
r�
WALL MOUNTED
BATT. BACK-UP
I I
SMOKE DETECTOR
W/ HARDWIRS
15/COCQ„�
CAF49M MONOXIDE
SMOKE DETECTOR
BATT. BACK-UP W/
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FRDM WALL
...
PENDANT LIGHT
NATURAL GAS
I-V
OUTLET
e�TELEPHONE
JACK
WH
WATER HEATER
iWITION SOURCE
TO 5E ELEVATED
DISCONNECT
AIR CONDITIONING
SEE AHU
AIC
DISCONNECT
ONE'
THIS 614EET
TELEVISION JACK
CEILING BOX REQUIRE
TO Be SUPPORTED IN
O
J-BOX
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
I CTION
CEILNG BOO REQUIRE
TO BE SUPPORTED IN
CEILING FANLIGHT
ACCORDANCE W/ Box
MARKED AS SUCH FOR
N CTION
24' ESCENT
LIIGGHT STRIP
nnnnAn
36' INCANDESCENT
o
LIGHT STRIP
nnn�
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
.... KP
OPT. SECURITY
KEYPAD
.. ®� P.E.
PUSH-BUTTON
FOR CHIMES
USE, PORT
* LOCATION OF TV JACK$ 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION
MEETING.
ALL 15 a 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF Fes.
1TN EDITION (2020) a NEC 21012 20-t EDITION.
*20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
' BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION M15013 MCR TTH EDITION (2020).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR TTH ED (2020).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR TTH ED (2020).
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
T5% OF LIGHTING MUSt BE ENERGY EFFICIENT TYPE PER
ERr ENERGY CONSERVATION (RESIDENTIAL E FRGY
EFFICIENCY) 2020 nth EDITION R4041
00— — — — — — — — COVEM
LMAI
CEILING MTD.: I �•` '%) I
LIGHT TO SE I I
INSTALLED, I
PROVIDE I I
J-SOX FOR I ��
OPT. FAN
Ell
I PRE -OARED
WP Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE:120/ 240 V -1131h MAIN: 15OAmp M.C.B
FEEDER 3-#1 CuTHWN&1-#6Cu(G)in11/2 C. OR 3- #2/0 AL THWN & 1 #5Cu(G)in11QTC
wi•e POle ` Ski Description Watts Circuit circuit Watts Description Bkr Pole Wire
# 11 1 20 Exterior Receptacle GFI for TUG 1200 1 1 1 2 1 Ispace
-#I 2 20 Irrigation Fuirp - 1000 3. 4 1 Ispace
5 B 6240 A/C C. U:.: 40: 2 #8
Space _— 7 8
PANEL A
0 0 PANEL: 42 crt, breaker VOLTAGE: 120/ 240 V 1Ph. MAIN:. 150Amp M.L 0.
FEEDER 3-91 CuTHWN&1-#6Cu(G)in11/2"G OR 3-#2/0ALTHWN&1-#6Cu(G)in1112 C,
DMGr11 GLG FAN
ROOM )ROOM`♦ ;
>
I PCLG FAND #5 �♦
6, �„ I BDRM.2
I'
GFI
1 / 0
L L SLUITCH IN \�
CABINET ------
OUTLET
I'
Ii I I I FOR DUJ /TO 2ND FL. I I
FORVENTI l e I I GFI SWITCH 5/rNA O i I BATH
El
OR MICRO 0 tt L ----= I
—
I I I I I
L ! L
-- I I I I I I L
GFI
`\{ i\
-1—
❑
—
PAN.
I +t �` GFI * 44'
GFI 44' S. FOR
LUH
0 OPF i
S/CO
GARAGE
DOOR
1-'-
_
I I
l
Is — _ _
I
t
BOLLARD
AS REQ.
OND.
t
PER BLDG.
�
CODE
FL>gX 10
KEYLESS
L ♦♦J
III '�
FIXTURE
-1
METER
PRE -WIRED
FOYERGFI
z
VERIFY
GLG FAN
III l
GARAGE
ILI
LOG.
111 1
DOOR
0
PREWIRE
GARAGE,
IRRIGATION
OUTLET v
P.S. FOR t \
48' AFF-
'
I CHIME ♦
♦
I
El
El
PORCH `
_
0
�0 ------
COACH
LIGHT
FIRS
- FLOOR ELECTRICAL
PLAN
SCALE: 1/4'
1
3 1
LED
LIGHTING
C�
I GLE LAV.
BATH 02
W T
Pole
Bki
Description
# I:'_
1
20
Shall Appliance
# 12
912
# 11
1
1
1
20
20
20
Microwave / Hood GFI
Small Appliance � _ _
Refngerator
# 12
1
20
Dining Receptacles AFCI
# I,
1
20
Bath GFI Receptacles
#14
1
15
Foyer/ Flex / Hall AFCI
15
Living Rm, Lanai Kitchen, Din Lts AFCI
Space
#14
1
15
5D & C/O AGO --- -a
Space
# 14
1
1 5
Bedroom #F27 Bathroom St2AFCI
#14
1
15
Bedroom #3 AFCI
#14
1
15
Bedroom #41.Opt. Bed #5/Opt, Lott AFCI
#12
1
20
Exterior Lights and Recept GFI
Space
Space
Space
Space
#8
2
35
A/C A. H. U
(Heater 5 KVA at 65%)
Load subject to demand factor calculations / line(
Vatts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
'
1
1600
1
2
8000
Range
50
2
#6
1800
3
4
1500-
- 5
6 -
_F 4500
Water Heater
25-.
2
#10
1500
7
8
1500
9
10
1 1200
Disposal GFI
20
1'
#12
9
1200
11
12
1500
Dishwasher GFl
20
1:
#12
900
13
14
5000
Dryer GFI
30'
2
#10
900
15
16
17
18
1500
Washer GFI
20
1
#12
900
19
20
1000
Garage Door -Opener GF1
20,
1
#12
21
22
1200
Garage Lts.&Receptacles GFI
20
1
#12
900
23
24
900
Owners Suite AFCI
15
1
#14
900
25
26
900
owners Bathroom AFCI
15
1.
#14
I
900
27
28
1200
2nd poor Hall] ST0 2nd FL. Ln/ Lauri. AFCI
20
1
#12
I
1000
29
30
1000
Imgationcontrds only
20
1
#12
Demand Factor Calculations
Total toad subjectto demand factor 45500
First -1 WOO watts at 100% 10000
Remaining veatts at 409d� 14200
Total AIC load 11765
Total Connected Load Walls 35965
Tot;I Amps rioafts 1240 volts) 149.9.
Reviewed for Code
Compliance
Universal Engineering
Sciences
Space
Space j
Space
27900 Load subject to demand factor calculations I line
ABBREVIATIONS:
.AFCI: ARC FAULT CIRCUIT INTERRUPTER "I
NC: NON -COINCIDENT LOAD [;
GFI: GROUND FAULT INTERRUPTER I'
I
LOAD CALCULATION IS BASED ON AfC NON -COINCIDENT LOAD
General Lighting & Receptacle Load'
/C Square Feet 2605
il Lts S' Rec 3 W / Sq. Ft, 7815
3 at 65W/Light at 100% 195
n
PROVIDE 34/0 CU, THWN + I% CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/0 AL. S.M.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVEWANG.)
150 AMP ELECTRICAL RISER
NOT TO SCALE.
COMBINATION SERVICE
150 AMP
DISCONNECT SWITCH AND
120/240 VOLT
GENERAL NOTES:
O
ELECTRIC METER IN
I PHASE
A ELECTRICAL MATERIALS AND INSTALLATIONS $HALL
NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL FWDVI81ONS OF THE FBCR TTH
PANEL
EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
150A2P
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
MCB
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EOWPMETNT
--� 1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE EMCR 9TH
EDITION (2020). '
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
2�
a �P
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH. 1
FLORIDA 32937
PH: 321-802-3591 ,
Www.a bd esigngrou p.com
AA #: 0003325'
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LOT #16
PROJECT:
04321.200 016R1
MODEL
4EHB
"2605—HAYDEN"
L60MPH
SWING:
HT
PAGE:ST
OR
RICAL
AN
EXP. C!
ARCHITECT=
STATE OF FLORIDt
arnna•m,
ATE: 03/03/21
SCALE: 1/4"=11- 0"
SHEET
E I
I
U
M
ELECTRICAL LEGEND
SYMBOL
DE1-INITION
NOTES
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
I10V OUTLET
1/2OF OUTLET WIRED
TO SWITCH
GFI
IIOV OUTLET
maui—ice
INTERU D R (TAD FAULT
INTERUPTER (TAMPER
RE818TANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
^ �} WP
EXT. WATERPROOF
GROUND FAULT
—�F GFI
OUTLET
INTERRUPTER
SWITCH
6
SWITCH
3-WAY OMR-
64
SWITCH
4-WAY OPER
1-0
WALL MOUNTED
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VP
LED VAPOR
PROOF LIGHT
V�
VAPOR PROOF
>
LIGHT
ORECESSED
CAN
eVENT.
FAN
1 CP-I PER SQ FT.
VENT. PAN
ULIGHT
1 CFI•I PER 8Q. F(.
VANITY LIGHT
FIXTURE
(SPEC'S TBD BY
BUILDER)
FLUORESCEN,
2-BULB WRAP
®
LIGHT
AROUND
(RECESSED)
FLUORESCENT
2-BULB WRAP
®
LIGHT
AROUND
rsuRFACE MNT.)
21FLUORESCENT
4'FLUORESCENT
4'-TRACK LIGHT
0
PANEL
METER
BAIT. BACK-UP
OSMOKE
S.D.
DETECTOR
w/ HARDWIRE
WALL MOUNTED
BATT, BACK-UP
SD.
SMOKE DETECTOR
W/ HARDWIRE
S/GO
CAMM MONOXIDE
SMOKE DETECTOR
HBO
BATT. BACK-UP W/
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LE88 THEN 4'
FROM WALL
PENDANT LIGHT
L^
NATURAL GAS
Il/
OUTLET
TELEPHONE JACK
WATER NEATER
IGNITION SOURCE
DISCONNECT
TO BE ELEVATED
AIR CONDITIONING
TO �HU UNIO.
A
DISCONNECT
THIS
TELEVISION JACK
CEILING BOX REQUIRED
OJ-BOX
TO BE SUPPORTED IN
ACCORDANCE W1 BOX
MARKED AS SUCH FOR
INSMCTION
CEILING BOX REQUIRE
TO BE SUPPORTED IN
CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
n
^n�
24' INCANDESCENT
LI�CsFIAT
n nCG�
36' INCANDESCENT
LIGHT STRIP
[f [) [)
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KP
KEYPAD
P.D.
PUSH-BUTTON
FOR CHIMES
� ►
um PORT
• LOCATION OF TV JACKS E PHONE OUTLETS E FANS TO
BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION
MEETING.
'+ ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL'PROVISIONS OF FFCR
1T44 EDITION (2020) 4 NEC 21012 2011 EDITION
+ 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI s ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIK CAPACITY OF
50 OFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MI50T3 MOR NTH EDITION (2020).
+ LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
+ WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBC:R'ITH ED (2020).
+ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR'tTH ED (2020).
+ ALL LAMPS SHALL BE SELECTED BY BUILDER AND
I OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
pw'kr ENERGY CONSERVATION (RESIDENTIAL ENERGY`
EFFICIENCY) 2020. IW EDITION R404.1
e
I I
L— — — — — — _ — —
SECOND FLOOR ELECTRICAL PLAN
SCALE: 1/4' = I'-0'
Reviewed for Code
Compliance
Universal Engineering
ID Sciences
--------- \\
I I
II
V 7
LED LIGHTING
Cap DOUBLE LAV.
BATH "3
I
I
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°
I
I
e
I
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'
I
1
LED LIGHTING
@ DOUBLE LAV.
BATH "1
I
I
LED LIGHTING
SINGLE LAV.
BATH 04
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. as LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SRWING:
RIGHT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
60 MPH EXP.
ARCHITECT --
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03 03 21
SCALE: 1/4"=1'-0"
SHEET
E 2
Reviewed for Code
Compliance
Universal Engineering
hu Sciences
FIRST FLOOR PLUMBING PLAN
SCALE: 1/4 V-0°
(ALTERNATE RICsHT)
PLUMBING R
Z'.
ER DIAGRAM
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
Ill AA #: 0003325
SXMDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEILIii.
4EHB
"2605- HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
PLUMBING
PLAN
60 MPH EXP.
ARCHfTECT
STATE OF FLORIDA
J �
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 1i
I PRINT
DATE: 03/03/21
SCALE: 1 /4"=1' — 0"
SKEET
PI
n
3
y
i
L------_---
SECOND FLOOR PLUMBING PLAN
SCALE: 1/4 = V-0'
I
eed for Code
�"Pliance
naarsai Engiceneering
Sciens
Reviewed for Code
COmPliarice
Universal En
gineennED g
Sciences
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT*
04321.200 016R1
MODEL
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SECOND FLOOR
PLUMBING
PLAN
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
MICHAEL C.AAND66
AR NO 17305
TE DA03/03/21
SCALE: 1 /4"=1' - 0"
SHEET
P2
LANAI
DINING
ROOM
m
LIVING 12'
ROOM F\
IOx,& '
120 CFM
I
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I II 1
II 1
• � 0 1401 GFM�
0 0 _® 1 1 1 ----
10X6 1
120 CFM 1
KITCHEN I
—� 1 124
10X6
5 CFM 16
1411
lox& 4'
120 CFM aX4
6' 5 GPM
III
10" III
0 FLEX 12Xs
fi PASS
rHI�J
III FOYER
III
III
nl
I
I
1 PORCH
I Ell,
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BEDROOM #2
ioxry
120 CFM
12Xa
I0X6
t ------------
II II III III III II I THRU
120 CFh1
®45 c8 FM 0
3'
...-
. Reviewed for Code
COmphance
BATH #2 \ universal Engineenn
WH Sciences g
STOR. o_ .) ■
GARAGE
FIRST FLOOR
MECHANICAL PLAN
SCALE: 1/4 = V-0'
R-VALUE SCHEDULE
FLOOR
SLA5 ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
R-4.1
FRAMED WD - ADJACENT
R-13
FRAMED WD - EXTERIOR
R-13
cE1uNG
UNDER ATTIC
R-30
SLTBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
MECHANICAL
PLAN
60 MPH EXP.
PRINT 3 03
DATE: 021 / /
SCALE: 1 /4"=1' - 0'
SHEET
m i
■
4
G
L---------J
SECOND FLOOR
MECHANICAL PLAN
SCALE: 1/4 V-0'
Reviewetl for Code
Compliance
Universal Engineering
Sciences
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"f 2605- HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
MECHANICAL
PLAN
60 MPH EXP.
PRINT DATE: 03 03 21
SCALE: 1/4"=1'-0"
SHEET
M2
2X4 TOP PLATE
PER FLR
PLAN
1/2' CLG.
1/2' DRYWALL
SECURE BT. —
PLATE TO SLAB
W/ 10d MASONRY
NAIL 1111 32' O.G.
MAX
J
PRE-FAB TRUSS
2X4 WOOD
STUDS ®24'
O.G.
SLAE
NOTE: STUDS iN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' D.C. `OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" D.G.
TYP. INT.,WALL (NON—BRG.
SCALE: 3/4' = I'-0'
FIBERGLASS SHINGLES -
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNi. SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS —
MTL. DRIP EDGE —
2x FASCIA PER —
ELEVATIONS
VENTED SOFFIT —
3 5/8' OR 5 3/8,
1/2' DRYWALL
TOP CHANNEL (25
GA.)
3 5/8' OR 5 3/8,
METAL STUDS 24' O.C.
1/2' DRYWALL
20 GA METAL t0 BE
INSTALLED IN WALLS
3 5/8' OR
RECEIVING UPPER/
5 3/8'
LOWER CABINETS
BOTTOM
AND TUB/SHOWER 25
CHANNEL
GA. METAL TO BE
(25 GA.)
INSTALLED IN ALL
SECURED
OTHER WALLS. STUDS
TO CONIC
TO BE SPACED 16'
FLOOR W/
O.G. AT 2ND FLOOR
3/4' PAF E
WALLS ADJACENT TO
TO D
STAIR WELLS AND
FLOOR
FL OR W 1
BATHROOM WALLS W/
TILE FINISH
SCREW
WOOD BASEBOARD---.
5/8' GYPSUM BOARD
OR 1/2' HIGH
STRENGTH CLG.
BOARD
PER VAT ION
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
mOLPER ELEVATION
?YP.
i
— R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T- FURRING
STRIPS 0 24' O.G.
1/2' THICK, 2 COAT PORTLAND 8' CMU
CEMENT PLASTER APPLIED I/2' GYP. WL. BD-�
DIRECTLY TO MASONRY WOOD BASE
0'-0" FIN. FLR.,
1—STORY FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1A (NON-BRG. )
D1 SCALE: 1/2'=1'-O'
5" DIA. SLEEVE,
DO NOT CUT
2A PIPE THROUGH BOND BEAM
D1 SCALE: 3/4'=1'-0"
FIBERGLASS SHINGLES —�
WITH UNDERLAYMENT
FIBERGLASS SHINGLES
AS PER FBCR 905.1.1.
WITH UNDERLAYMENT
ROOF SHEATHING
AS PER FBCR S05.1.1.
THICKNESS AS PER
ROOF SHEATHING
SHEET SNi. SECURED PER
THICKNESS AS PER
FASTENER SCHEDULE
SHEET SNi.
SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
REFERENCE
ELEVATIONS
STRUCTURAL
VENTED SOFFIT
PRE-ENG TRUSS
WALL SHEATHING
THICKNESS AS PER
MTL. DRIP EDGE
SHEET SNi. SECURE PER
FASTENER SCHEDULE
2x FASCIA PER
ON SHEET SNi
ELEVATIONS
PRE-ENG. GABLE TRUSS
VENTED SOFFIT
e
WEEP SCREED
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
14
Atl .e e
a. d
a'M
d .
a.
) WINDOW OP_8NING TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION FBCR 905.1.1 - F0;2
ROOF SLOPES 2.12 TO LESS THAN
5 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT
D1 SCALE: 3/4'=r-0' SYSTEM iS REQUIRED. FOR ROOF
SLOPES OF 4:12 OR GREATER, (1)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST 5E PER ASTM
D226 TYPE f I, ASTM D 4869 TYPE
IV, OR ASTM D 615-t
Po
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COATS
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
9" -
AX.
CAULK AND SEAL
GAB LINE
NOT CUT I k PVC SLEEVE FOR GAS LINE
50NID �-0' au
4M 1R' GYP. WL. BD.
BARS WDD ease
a a
4
2B GAS LINE THRU BLOCK
D 1 SCALE: 1/2'.1'-®'
ig
Reviewed for Code
Compliance
Universal Engineering
Sciences
,----2X4 SPF 24' O.G. MAX.
SECURE W/ (2) 12d NAILS
* EA. END
2x BLOCKING BETWEEN TRUSSES
--PER STRUCTURAL DETAILS—
AT ALL UPRIGHTS
PER STRUCTURAL DETAILS
PRE-ENG WD.TRUSS
---_ kPB:R ELEVATION_
CONT. 2x RAT RUN SECURED
STRUCTURAL DETAILS
SEE ENERGI' CODE FORMS F,
INSULATION R-VALUES
PER ELEVATION
— 5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS A 24' O.G.
1/2' GYP. WL. BD.
WOOD BASE
1/2' THICIe, 2 COAT -
PORTLAND CEIIENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
GALV. STEEL
L
TRACK BRACKETS
FASTENED TO
WOOD JAMB PER
PRODUCT
GALV.STEEL—
APPROVAL REa.
VERTICAL TRACK
BY MAUR
FASTENED TO
TRACK BRACKETS
W/ PRODUCT
APPROVAL lea
CORNER BEAD
e' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2xb P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REd
SEALANT4
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
s ) GARAGE DOOR JAMBS
D1 J SCALE: 1 1/2"=1'-0"
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
\ -MTL.
`2x
DRIP EDGE
g
Ax.
FASCIA PER
ELEVATIONS
VENTED SOFFIT
VWALL 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
a'
CMU
0'-0" FIN. FLR 4Lff
-
�0' 0' FIN. FLR
8' CMU a d e a a
4.
a d
da
A W TYP. WALL SECTION NNDOW OPENING
OB
OPENING
6 1--ST0RY GABLE BLOCK WALL
D 1 SCALI=: 3/4' =1'-0'
Note: WALL FENESTRATION FLASHING PER FBCR 103.4 -
Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to
prevent entry of water into the wall cavity or penetration of water to the building
structural framing components. Self -adhered membranes used as flashing shall comply with
AAMA -111. All exterior fenestration products shall be sealed at the juncture with the
building wall with a sealant complying with AAMA 500 or ASTM C920 Class 25 Grade NS
or greater for proper joint expansion and contraction, ASTM G1281, AAMA 812, or other
approved standard as appropriate for the type of sealant. Fluid -applied membranes
used as flashing in exterior walls shall comply with AAMA -114. The flashing shall extend to
the surface of the exterior wall finish.
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
rDATE• 03/03/21
SCALE: 1/4"=1'- 0"
SHEET
D 1
b
5
4
x
,
•
P.
0
I
e
u
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
AS PER FBCR 905.1.1.
ROOF SHEATHING
ROOF SHEATHING
THICKNESS AS PER
THICKNESS AS PER
SHEET SNI. SECURED
SHEET SNI, SECURED
PER FASTENER
PER FASTENER
SCHEDULE /
SCHEDULE
ER_ PRE-ENG WD. TRUS
PER
PRE-ENG WD. TRUS
�El_EVATION 24' O.G. MAX.
LEVATION
24' O-G. MAX.
METAL DRIP EDGE
METAL DRIP EDGE '
BATT INSULATION
BAT7 INSULATION
REFER TO ENERGY
REFER TO ENERGY
2x FASCIA PER
C ALLS FOR VALUES
CALCS FOR VALUES
ELEVATIONS
2x FASCIA PER H
5/8, GYPSUM BOARD ELEVATIONS o.�.
5/8' GYPSUM BOARD
VENTED o.�.
OR 1/2' HIGH STRENGTH
OR OR 1/2' HIGH STRENGTH
SOFFIT TYP-
CLG. BOARD VENTED
CLG. BOARD
IX2 FIRE -STOP SOFFIT
lx2 FIRE -STOP
REFERENCE
STRUCTURAL `_
R-4.I INSUL. REFERENCE
-4.1 INSUL.
STRUCTURAL
z
z
Q
z
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Z
n,
>
W
WINDOW ATTACHMENT
RI
AS PER Reviewed for Code
MANUFACTURES compliance
LLI
SPECIFICATIONS Universal Engineering
Sciences
y <
-REFERENCE
5;
3/4' T k G SUBFLOOR
STRUCTURAL
GLUED AND NAILED
3/4' T t G SUBFLOOR
AS PER NAILING
1/2 THICK, 2 GOAT tN q
GLUED AND NAILED
I/2' CHICK, 2 COAT
7
z
SCHEDULE
PORTLAND CEMENT ��,
AS PER NAILING PORTLAND CEMENT
SCHEDULE
PLASTER APPLIED - w
PLASTER APPLIED
111 Q
DIRECTLY TO / to
DIRECTLY TO
u>i 4
MASONRY m
MASONRY
w m
ER
ER
IX2 FIRE -STOP
!ELEVATION IX2 FIRE -STOP
LEVATION
SEE STRUCTURAL
SEE STRUCTURAL
ER
-ELEVATION
ER
LEVATION
5/8' GYPSUM BOARD
5/8' GYPSUM BOARD
OR 1/2' HIGH STRENGTH CLG.
OR 1/2' HIGH STRENGTH
`
BOARD
,:
CLG. BOARD
R
,..
LEVA710N
IX2 FIRE -STOP �,
IX2 FIRE -STOP
\`
R-4.1 INSUL.
R-4.1 INSUL.
�
N
O
•`•
Q
Q
>
>
I
�
lu
W
".---WINDOW
ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
/
REFERENCE STRUCTURAL
1/2' THICK, 2 COAT
1/2' THICK, 2 GOAT
PORTLAND CEMENT .'
t
IX2 F.T. FURRING PORTLAND CEMENT
IX2 P.T. FURRING
PLASTER APPLIED r
STRIPS + 24' O-G. PLASTER APPLIED
STRIPS 6 24' O.G.
DIRECTLY TO
DIRECTLY TO
8' CMU
MASONRY /r
8' CMU MASONRY
1/2' GYP. WL. BD.
1/2' GYP. WL. BD.
WOOD BASE
WOOD BASE
1X2 FIRE -STOP
IX2 FIRE-STOP--�
4- _ - 4. _
a
id.
m.
GRgp6 ".. .4 CsRA9 d"..
LSE L1TdE
< 4°
lA W WINDOW OPENING 1B WITHOUT WINDOW OPENING
2-STORY FIRST FLOOR BLOCK
SECOND FLOOR BLOCK
SCALE: 3/4'=1'-O'
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
1"2605-
UBDIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #16
ROJECT#
04321.200 016R1
ODEL:
4EHB
HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
MICHAEL CM�D VERSO� AR NO 17305
PRINT
DATE: 03/ 03/ 21
��
SCAT: 1/ 11=1'-01,
SHEET
�2
a
TOP-
2X6 P.7. • CENTER OF: DOOR HEADER SECURED
W/ (1) 1/2' X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X I/8' WASHER 4 NUT
OR
W/ (2) 1/2' X 8' ANCHOR BOLTS
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/8' WASHER a NUT=
SECURE 2x4 ON—V
FLAT TO BLK
W/ MASONRY
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR a
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2-
X 2' X 1/8' WASHER 4 NUT. (U WITHIN
8' OF TOP, (1) WITHIN 8' OF THE BTM,
(3) EVENLY SPACED.
® 1111
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
BUCK ATTACHMENT
D3 SCALE: yr-r-0'
Ix4 P.T. OR 5/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-1/4' INTO
BLOCK W/ 3/16'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-1/4'
WITHIN 8' OF EACH END
4 19' O.C- MAX SPACING
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE% SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47
DOOR JAMB TO BLOCK +3/4" OR +5/4"
A WINDOW TO BLOCK +3/4" OR +5 4"
2X4:
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN W OF EACH
END 4 18' O.G. MAX
SPACING.
2X6:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 15' O.C. MAX
SPACINGS.
L� B' CMU
1/2'DRYWALL
❑' I'X4'
P.t. NAILER
DOOR CASING:
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
A
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47
DOOR JAMB TO BLOCK +I. 1/2"
D WINDOW TO BLOCI£ +1 1/2"
2X4: 1011
SECURE TO BLOCK W/
3/16' TAPCONS (MIN..
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CIE
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
8' CMU
4 18' O.C. MAX SPACING.
2X8: ®
0
1/2' DRYWALL
SECURE TO BLOCK
1'X4'
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHANK SIZE .145
1VI6' OS$. X 4' MIN.
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
DOOR CASING
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
DOOR JAMB OR WINDOW
ATTACH 70 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +1 15/16"
1PW TO BLOCK +1 15/16"
2X4: CM
SECURE TO BLOCK W/
3/ffi' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN W OF EACH
END 4 18' O.G. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
OUTSIDE 4 SECURED
2X6: CEO
THROUGH
THROUGH NON-STRUCTURAL
SECURE TO BLOCK
SEC
SEC
3/16' TAPCON MIN. 1-1/4'
TAPCO
W1(2SIZE
EMBEDMENT INTO BLOCK
-145 (MIN. SHANK
MIN. HEAD SIZE 300
MIN_ EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
8' ,CMU
4 V O.C. MAX SPACING.
1/2' DRYWALL
2X8: CEO
SECURE TO BLOCK
I'X4'
❑
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHANK SIZE .145
DOOR CASING -
MR HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB
JAMS (DO NOT EXCEED 1/41)
DOOR JAMB
TO BLOCK +2 1/4"
TO
BLOCK +2 1/4"
L�NWINNDDOW
2X4: IZII
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE AS MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.C. MAX SPACING-
2X8:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/41)
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
2X4: IM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 V O.G. MAX
SPACING.
2X6: CED
SECURE TO BLOCK
W/(2) I/4' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
8' CMU
WITHIN 8' OF EACH END
4 18' O.C- MAX SPACINGS.
on
❑
I/2' DRYWALL
2X8:
I'X4'
SECURE TO BLOCK
P.T. NAILER
W/(2)1/4' TAPCONS
DOOR CASING
(MIN. SHANK SIZE .146
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX
DOOR JAMB OR WINDOW
SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/45)
DOOR JAMB TO BLOCK +3"
E
2X4:
SECURE TO BLOCK W/
3/IW TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 IS' OZ. MAX
SPACING.
2X6: CM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .149
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEIM
SECURE TO BLOCK
WK2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MR HEAD SIRE 300
MIN. EMBEDMENT 1 I/4')
WITHIN W OF EACH END
4 18' O.C. MAX
SPACING.
fnVi Reviewed for Code
Compliance
Universal Engineering
bw Sciences
B' CMu
1/2' DRYWALL
1'X4'
P.T. NAILER
-1/16' O.S.B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 7/16"
v WINDOW TO BLOCK +3 7/16"
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.C. MAX
NOTE: STRUCTURAL 2X MUST BE
SPACING.
ON OUTSIDE 4 SECURED
2X6: CHM
THROUGH NON-STRUCTURAL
SECURE TO BLOCK
3/16' 7APCON MIN. 1-1/4'
W/(2) 1/4' TAPCONS (MIN.
EMBEDMENT INTO BLOCK
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
8' CMU
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
1/2' DRYWALL
4 18' O.C. MAX SPACING.
❑ I'X4'
2X8: CEM
P.T. NAILER
SECURE TO BLOCK
DOOR CASING
W/(2) I/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
2ND 2X SECURE TO STRUCTURAL
MIN. EMBEDMENT 1 1/4')
MEMBER WK2)I2d WITHIN 8'
WITHIN 8' OF EACH END
OF EACH END 4 6' TO 8' O.G. MAX
4 18' OZ. MAX
SPACING — —
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
l8' CMU
1/2' DRYWALL
❑ I'X4'
P.T. NAILER
In P.T. X 4' MIN.
u / DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
_ _ _ __ _ MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB . .r. _ T NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47 JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
F NDIIW TO BLOCK " nHWINDOW TOBLOCK +3 3/4"
p }' DRYWALL
IX FURRING
sa::v:xnr••::
w
RIP 2XI0 TO
DOOR W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
K RE UIREMENTS
KTA
2194 H WY A1A. SUITE 301
INDIAN HARBOUR BEACH.
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
STATE OF FLORIDA
�MICHAEL C. U091
MSON
AR NO 17305
PRINT DATE: 03/ /
03 21
SCALE: 1/4"=1'-0"
SHEET
�3
W
4
'
e
,
e
O1. FOLD INWARD • PT. A
OI. FOIL INWARD • FT. A
2. CREASE • PT. D
FO
O
1. FOLD INWARD •
O
L FOLD INWARD • PT. A
FT. A
7. GMASE 0 IT. D
7. CREASE • PT. D
3. CREASE • Pr. C
3. CREASE a Pr. G
4. FOLD PT. C OVER PT.
B TILL PT. C TOUGFES
BOTTOM FLANGE
® ®FOLD
all.
FAA" L WATER TIGHT
c
® KICKOUT
DETAIL
SEAL. FOLD, QQ
HCM CUT.
TRICK, 3 COAT CEMENT
PLASTER (FRAME), 1R' z COAT
CEMENT PLASTER XMIu)
�WRB LAYER w!, FORTIFIBER
BUILDM PAPER (FRAME ONLY)
UPS LAYER "I,
STUCCO WRAP rpwimE ONLY)
LAP LAYERS !912 BUILDING WRAP
OVER NAILING FLANGE, STOP
WRB APPROX I K' ABOVE
SHINGLES (FRAME ONLY) Al.
FRAME OR CM)
EXTERIOR
� ROOFiL°1L SC�ED � �
s
Sz5 WALL FLABHMG yl
a0
= Kim -our FLASHNG ('SEE
DETAIL)
FELT AYMENi
WATER TIGHT SEAL OR
SOLDDO NOT OUT
ER
Lsi-eAn-iSHEATHING,mEc"ANICALLY
yOj NOTALL KICKOUT
SHINGLE ROOFING
rtO�
FLASHING AT BOTTOM GF ROOF 4
W@;LL NTERMCTIONS
DRIP EDGE= OVERLAP 3'.
EXTEND 1/2' BELOW
FASCIA WRAP
FASTEN 4' O.G. MAX
IOD SHEATHING
2 CMU
5 LATER 01,
XCO WRAP (FRAME ONLY)
THICK:, 3 COAT CEMENT
ASTER (FRAME), 1/2" 2 COAT
'1ENT PLASTER CCMU)
:TAL LATH (FRAME ONLY)
P WRB 4 TAPE Ovr iR
)OF/WALL SCREEL:
<5' "L" TYPE CONTINUOUS
liLV. METAL FLASHING
AIL TO ROOF DECK:, NOT
(LL SHEATHINC%)
AP SHINGLE - DO NIOT NAIL,
STALL WITH ROOF DEMENT
:)OF PER ELEVATIONS
5" L" FLASHING
N.T.S.
Reviewed for Code
Compliance
Universal Engineering
ED Sciences
DRAINAGE FLANE (WR5
LASER #1/ STUCCO WIRAf=)
UWR5 LA*rER *2 (1=0fRT11=13EF—.—.—.—.—.—
BUILDING FAFER)
1�-fETAL LATH x x x x
STUCCO °
a'
WOOD OR 1/16" ZIP WALL
SHEATHING
SEL1=-ADHE5IVE FLASHING — — - — — —
NOTE:
1"IETAL LATH- LATH TO PE i=ER SECTION
R103.1.1 / )45T1'l C - 04 1-14a) 1„1 IN. 2.5 L5S.
fi E R SO. %rAfRD ( UT I L I T�T' OR N01„1 INAL
LATH DOES NOT 1"1EET SFECII=ICATIONe)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
IIIIIIIII
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHrrECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03/ 03 21
SCALE: 1/4"=1'-0" 1
SHEET
1
I
II
LEGEND
DRAINAGE PLANE (WRB
LAYER #1, STUCCO WRAP)
WRB LAYER #2 (FORTIFIBER — — — — —
BUILI' )ING PAPER)
METAL LATH x—x—x—x
WOOD OR 'i/16° ZIP WALL
SHEATHING
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)
FINISH
6' SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
TOP d SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL1
(V SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEf
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
METER FIELD
=Y LOCATION
Y STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RfGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
"' "" "�' 1�11 R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
::0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
WOOD
CONSTRUCTION
8' CMU
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
,/--WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
/—�/B' TEXTURED
FINISH a WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER a l' OZ. MAX
Ye' TO,4' MID -WALL
WEEP SCREED
F J
V WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH a MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
Reviewed for Code
Cempliance
Universal Engineering
Sciences
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 41,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
WRB LAYER 01,
STUCCO WRAP
5TEF *I
-
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STF #3
0
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
5 T E F #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
SfiP 1*5 STEP #ro
OELECTRICAL RECEPTACLE
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
mmoillill
SXMDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO T7305
PRINT DATE: 030321 / /
SCALE:1/4" V-0"
SKEET
R
u
LEGEND
DRAINAGE RLANE (UJRB
LATER #1, STUCCO WRAP)
UJRB LATER #2 (FORTIFIBER
BUILDING FADER)
METAL LATH x x x x
STUCCO
UJOOD OR -1/1ro" ZIP UJALL
SHEATHING
SELF-ADHESIVE FLASHING — — — — —
2 1/2 "
CORNER BEAD
0=ASTENER 8 5FACING 6 i" c'..).C.)
(14B�CORNER BEAD
CMu
1/2 " TN I CK, 2 COAT CEMENT
PLASTER AFFLIED
DIRECTLI' TO MASONRY
05) BLOCK
Reviewed for Code
Compliance
Universal Engineering
Sciences
8xmDIV. 7
LOT:
CREEKSIDE
PHASE 2
LOT #16
IPROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHITECT
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 03 21
DATE: /
SCALE: 1/4 1'—Orr
SHEET
W A3
0
A
0
I
i \
00
T
fi- '
2x6 SUB -SAND
i
W/1 "x4" NOTCH a
a
--
END, WRAPPED IN
N
FEEL 4 STICK
�
METAL FAS CIA WR P
p,a
I
DRIP EDGE 1�
�
I \
;x:
-1/8" TEXTURED I �`
-
°
FINISH 17 WOOD I
2X6 SUB BAND
1/2' TEXTURED
FINISH e CMU
ii
:!
METAL FASCIA �1
WRAP Ys FROM 1
((� )FLAN
!;
STUCCO, 1" FROM
a
� WOOD WALL
p
I EXTERIOR WALL
(FRAME OR CMU)
NOTE: NOTCH FOR 2X(o
-SUB BAND ONLY
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (5EYOND)
DRIP EDGE, 1" OFF WALL
NOT INTO STUCCO)
\
\� I
1-1/5" TEXTURED FINISH Q
/ WOOD, 1/2" TEXTURED
FINISH w CMU
2x6 SUB -BAND W/1"x4" NOTCH a
END, WRAPPED IN PEEL 4 STICK
)ELEVATION-
METAL FASCIA WRAP 1" OFF
WOOD WALL. SUS BAND 2"
Y.`
OFF WOOD WALL
0
C
1/8' TEXTURED
FINISH ® WOOD,
1/2' TEXTURED
FINISH s CMU
METAL LATH
WOOD SHEATHING
OR CMU
WRB LAYER *I,
STUCCO WRAP (FRAME ONLY)
WRB LAYER *2, FORTIFIBER
5UILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
—PRE-ENG'D TRUSS TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
—2 "x4"x4'-m"
SCABBED TO TRUSS
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OMITTED FOR
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2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
60 MPH EXP. C
ARCHrTECT
MAR 0 9 2021
MICHAEL C. ANDERSON
L AR NO 17305 J
PRINT 2103
DATE: 03 / /
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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
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS
10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
1 LDINDICATES #5 BAR, MINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90'
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12 SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30' #6 =36"), AND REINFORCING SHALL BE CONTINUOUS,
13 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE
14 VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
_ rl C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
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TOP OF r 15 STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE
ILL SLAB AB LL REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
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2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH:321-$02-3591
www abdesigngroup.00m
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Compliance
Universal Engineering
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2194 H WY A1A, SUITE 301
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MODEL:
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GARAGE SW:[NG:
RIGHT
PAGE:
IC1
DETAILS
60 MPH EXP. C:`
....
ARCHITECT
ATE OF FLORIDA
MAR p g 2021
MICHAEL C. ANDERSON
AR NO 17305
rT'=R—T.NT
DATE•
03 03 21
SCALE:
1/4"=1"-0"
SHEET
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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) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A ORLGT2 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 MASONRYfBEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS. 1
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARINGI (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC 1N NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNQER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND`
APPROVAL`. a
10 PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH- HILTI X-ZF, POWD�R ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x2 718" LONG, WITH WASHER @ 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.
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SIZE &
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ABBREVIATIONS
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MARK
DESCRIPTION
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SIZE
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REINFORCEMENT
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2194 H WY A1A, SUITE 301
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FLORIDA'32937
PH: 321-802-3591
www.abdesighgroup.com
AA #: 0003325 AS
,,X
I % 'n '1./ 13Di V.GPiG 4
k CREEKSIDE
PHASE 2' 1
LOT # 16
a
IF'ROJECT 1
°_04321.200/016R1 t
1 NIODEXz
4EHB r
2605—HAYDEN" t
GARAGE 87MNG
f
RIGHT
:IPAGE: 6
FIRST FLOOR
LIFT BEAM
PLAN AND
NOTES(1
1,160 MPH EXP.
�0®
STATE OF FLORIDA
a�
E
kk
MAR 09 2021
MICHAEL C. ANDERSON
AR NO 17105
DATE: 03/03/21
SCALE:1/4" 1'-0" ,
'SHEET ff a
fi
i
71
9 -
a
#5 CORNER BAR W/30" LAP FOR EACH
COURSE OF BOND BEAM
i e
VERTICAL REBAR W/10' HpOK
a
#5 BAR IN BOND BEAM J
CORNER
REINFORCING OF BOND BEAM
SCALE: 3/4"=V-0"
SINGLE BOND BEAM
AT HIGHER ELEVATION
SINGLE BOND BEAM
AT LOWER ELEVATION
#5 BAR BENT
ASSHOWN
O
OPEN FACE SHELL SO
AS TO ALILOW BENT
BAR TO BE PLACED IN
UPPER AND LOWER #5 MIN REQUIRED IN
BOND BEAM EACH CELL HOOKED IN
TOP BOND BEAM W/
STANDARD ACI HOOK
CORNER BARS
AT CORNER STEP
3 SCALE: 3/4"=1''-O"
NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x6"
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM _1#5
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
$„
�G PLACE STEEL 3. PLACE MASONRY UNITS A., REQUIRED TO ACHIEVE THE REQUIRED BEARING
HEIGHT.
�OF 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"xl6" �p
P 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
COURSE OF BOND BEAM IS OMIITTED AND A LINTEL IS PLACED. THE STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5
TOP OFTHE LN LINTEL.
6. UNO COMPOSITE MASONRY BEAM 1S TO BE NOT LESS THAN 16" DEEP. B
/ \IN%1 �o
L P6S�F�GQ 8x16 DBL. BOND Trn ` OF
BEAM W/ (1) #5 BAR.:. L'ONU < <,AN
�\O EACH COURSE
• \aG 8x8 BOND BEAM TOP OF
• 019 W/ (1) #5 BAR BOND BEAM ..
F = FILLED W/ GROUT
U = UNFILLED GROUT SOLID FROM AIITOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
# OF #5'S, IN 2ND BOND
WIDTH % BEAM. IF FILLED LINTEL
Il/ BEAM COURSE SEE NOTE 5
16-1 T/1 M/LIB 8x8 PPE CAST CONCRETE
LINTEtNOMINAL �� LENGTH OF BAR = VIADTH OF MASONRY
Q HEIGHT # OF #5'S, OPENING 2"
TOP
6
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION
THAT XFXX - 1T/lM/0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE. SCALE: 3/4"=1 -0"
AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER
IT IS THIS ENGINEER'S INTENT
TO PLAN FOR LOCATIONS
AND XUXX - 1T/1M/0BINDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP
AIN—
LINTEL OF OPENING
AND XUXX - 11/0M/013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
WINDOW
PRE CAST • 3 11A
Q Q
WINDOW z
SILL —
SLOPE
M
TYPICAL MASONRY WINDOW
4 SILL CONSTRUCTION
SCALE 1 1/2"=1'-0"
SINGLE #5 CORNER
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
P �
PROVIDE #5 BAR
AT EACH SIDE
STEEL REINF. OF OF ELEVATION
BOND.BEAM CHANGE"
CHANGE IN
7 ELEVATION OF BOND BEAM
SCALE: 3/4"=1'-0"
;F
de
Sa
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
\I MCM
FARIMERSPACING
de =2' MIN, 2 4" MA
sa=2JMIN, '
\�
s=1}"M 2 M
_ IN, 2 M
de =2 IN, 2 AX
s. = 2 4" 9" MAX
= MIN, 2, AX*
a=" MIN, 2 2" M
de'=2"MIN, 24'.MAX219 .
s.=2y' MIN, 9"MAX
s, =1 Z" MIN, 2.12" MAX*
ea=4"MIN, 212'MAX
'• ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
• ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 4" OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE:
d. = END DISTANCE r
sa =SPACING BETWEEN ADJACENT FASTENERS
\=GE
W
SrACING BETWEEN ROWS OF FASTENERS
DISTANCE
Z8DCUBLE
*MUST HAVE 2 OR MORE LONGITUDINAL
ROWS OF NAILS
STUD W/ 10d NAIL ATTACH NT
SCALE: N.T.S.
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA'32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
ORM
000000013
11111
auBDIV. Be LOT:
CREEKSIDE
aI
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
k
RCHITECT:
OF FLORIDA
MAR 0 9 2U21
LC. ANDERSON
NO 17305
PRINT 03 03 21
DATE: /
SCALE:1/4"=V0"
SHEET
S2•IA
0
e
3
I
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE
LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
LOADS FOR
SAFE UPLIFT LOADS FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
818-OB
18-1TAB
0-1T/OB
1TAB
1T/OB
-1T/OB
TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
1T
BJ16-1T
8/20-1T
8/24-1T
8128-1T
8/32-1T
8/8-1B
16-1T/1
1TMB
1TNB
1T/1B
-1TNB
inn
af1e-n
arm-2T
am4-n
&2s-n
&w-zr
T-W PRECAST
1436
952
3114
4217
5321
6426
7531
V-6" PRECAST
689
1024
Y-6" PRECAST
1569
3524
4394
5263
6132
7001
2465
6113
6365
7708
9031
10000
1589
3524
4394
5263
6132
mot
4'-W PRECAST
1065
700
2305
3125
3945
4785
5587
4'-0" PRECAST
514
763
41-0" PRECAST
1383
3000
3815
4670
5325
6079
1981
8113
7192
8524
7627
8751
1383
3060
3815
4670
5325
0079
4'-0" PRECAST
819
533
1770
24M
3033
3666
4300
4'-6" PRECAST
398
591
4'-6" PRECAST
1207
2562
3375
4043
4711
5379
ins
5743
7547
6752
6541
7565
1207
2707
3375
4043
4711
5379
5'-4" PRECAST
931
1247
1999
2580
3123
38M
4249
5'-4" PRECAST
411
411
_
5'�" PRECAST
1016
"m
2374
2944
3513
4064
1319
4460
7198
7342
5780
6259
1016
2278
2838
3399
3961
4084
5-10" PRECAST
817
1024
1631
2090
2549
3009
3470
5'-10" PRECAST
340
339
5'-10" ! PRECAST
909
1499
1971
2443
2915
3387
1161
3093
5877
6036
6548
5776
929
2080
2593
3107
3620
4133
6'-0" PRECAST
692
1139
32V
3031
3707
4383
5598 061
6'-6" PRECAST
410
721
6' -6" PRECAST
835
1201
1578
1955
2332
2709
1139
3227
4
7054
10000
8825
835
1888
2329
2790
3261
3712
T-0" PRECAST
670
938
2498
2205
208
3191
3685
T$" PRECAST
303
534
7'-6' PRECAST
716
900
1161
1462
1743
2025
938
2498
3408
4884
7067
6472
727
1624
2025
2426
2827
3228
, W- 4" PRECAST
428
833
1593
2204
2481
2818
2621ggg
-0 " PRECAST
192
384
9'-4 PRECAST
454
586
767
948
1129
1310
639
1674
2298
3081
4099
4
572
1318
1643
1969
2164
2519
10'-6" PRECAST
388
487
1247
1787
1904
2163
2028
10'-0" PRECAST
151
301
_ -
10'-0' PRECAST
356
488
612
755
mg
1042
550
1407
189T
2781
3222
3784
�
430
1180
4oe
1472
530
1783
853
1710
m
1989
672
11'�4" PRECAST
330
544
1312
1742
2252
2868
3830
1114" PRECAST
132
417
11'14" PRECAST '
5"
1312
1742
2252
2868
3552
466
383
1042
366
1372
478
1843
587
1470
698
1710
783
12'-0" PRECAST
308
507
1210
1596
2048
25M
3191
12'-0" PRECAST
111
370
12'-0" PRECAST
507
1210
1596
Z048
2586
3171
440
840
1300
1580
1314
1476
IT-4" PRECAST
270
433
1045
1385
1732
2157
2535
A
1314" PRECAST
82
298
13'-" PRECAST
308
303
393
484
575
645
414
1045
1385
1732
2316
2805
396
279
780
278
1057
380
1312
443
1071
526
1203
am14'-0"
PRECAST
254
368
978
1272
Iwo
1988
2279
14'-0" PRECAST
71
293
14'-0" PRECAST
390
978
1272
low1950
2389
378
717
961
1192
975
1133
14-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14 $" PRESTRESSED
N.R.
283
' "
14 $ PRESTRESSED
239
422
506
626
746
865
458
1079
1429
1824
22T7
2712
248
663
980
1237
1474
1715
15'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
15'-0" PRESTRESSED
N.R.
252
15'-4" PRESTRESSED
224
387
464
574
084
793
412
1014
1340
1703
2118
2513
230
610
900
1134
1363
1572
1 T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
1 T-4" PRESTRESSED
N.R.
183
1 T-4" PRESTRESSED
187
326
385
451
567
680
300
856
1121
1413
1739
2047
192
506
720
501
1135
1312
IW-40 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19'-4" PRESTRESSED
N.R.
148
19'-4" PRESTRESSED
162
268
348
430
513
595
235
736
959
1200
1467
1716
186
429
623
am
950
1098
27141 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21'-4" PRESTRESSED
N.R.
125
_
21'-4" PRESTRESSED
142
219
306
381
454
527
16O
598
833
Iwo
1168
1468
142
373
537
690
816
943
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22-0" PRESTRESSED
N.R.
116
22'-0" PRESTRESSED
137
�-
290
359
428
497
165
550
784
992
1203
1381
137
358
513
659
779
900
241-W PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
24'-0" PRESTRESSED
N.R.
91
_
2N-V PRESTRESSED
124
174
245
302
301
418
129
450
654
824
1014
1147
124
319
465
581
687
793
-ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTrS MAY 2015 EDITION -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
AND CASTCRETE MAY 2015 EDITION.
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #. 19-0130.13
LyReviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605- HAYDEN"
GARAGE S`fMG:
RIGHT
PAGE:
SAFE LOAD
TABLES
60 MPH EXP.
ARCHITECT
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE• 03/03/21
SCALE: 1/4"=V-0"
SHEET
S t e 2 A
8
J,
GIRDER/TRUSS ". TRUSSESW/2X4.
FRAMING NOTES:
/2X6:BOTTOM BOTTOM CHORD
HOR
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 LTA2W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS FILL ALL HOLES.
2xa sAB NAILED To DIAGONAL T
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
TRUS BOTTOM BRACING/BOTTOM
SCHEDULE.
ENDJACK CHO D WlMIN (4) 10d CHORD BRACING
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
WHERE APPLICABLE NAILy FOR EACH
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
CHORD CONNECTION
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
DISSIMILAR BOTTOM CHORD BRACING ® END
ARE TO BE GALVANIZED. I
A
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED. 1
1;
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
TRUSSES W/2X4 GIRDER/TRUSS .TRUSSES W/2X4.
BOTTOM CHORD
7, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
BOTTOM CHORD W/2X6 BOTTOM
CHORD
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 ENGINEERS REVIEW AND
DIAGONAL 2x4 SCAB NAILED TO IAGONAL
VWIMIN
APPROVAL..
BRACING/BOTTOM TRUSS.BOTTOMCHOR BRACING/BOTTOM
10d NAILS CHORD BRACING
Ee
10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSS S
CHORD BRACING FOR C
FOR EACH CHORD
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF,I POWDER ACCTUATED
CONNECTION
FASTENER, ZF 72 P8S36, 17711 ° z 2 7/8" LONG, WITH WASHER @ 16' O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
DI55IMI H TTOM CHORD BRACING @ MID RUN
UNLESS OTHERWISE SHOWN DIFFERENT.
B
12. WOOD BEARING WALLS AND HEADEgS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0 , FINISH FLOOR. UNLESS
NOTED OTHERWISE.
14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING
SHOWN ON THE FRAMING PLANSAND DETAIL ARE DRAWNAS A DIAGRAMMATIC
PURPOSES FOR MINIMUM SPANS AND MAXIMUM $PACING. THESE DRAWINGS ARE
INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY
REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN THE FIELD. FIELD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN
THESE MINIMUM AND MAXIMUM TOLERANCES. ADJUSTMENTS IN THE FIELD ARE
ACCEPTABLE FOR FIELD COf DITIONS SUCH AS INTERFERENCES WITH TRUSS
WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT THE CONTRACTOR SHALL PLACE
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
n
TRUSS MANUFACTWRER If ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/A 2x6 BTM. CHORD {MIND
2 COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND, CQFFERS 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 x
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE: COLUMN.
COLUMN SCHEDULE
SIZE &
BASE PLATE OR,
REMARK
MARK
4X6 (3 YF-5-x'I) SYP:
HTT4 W/5/8" CIA x 5"
5/S3 1A
WD-1
PT., WOOD POST
EXP, BOLT
CUNT ROL DATE 010112FIC
CONNEROR SCHEDVIE
Miifk USE
SIMPSON
MTet USP
SIMPSON
UPL1,
GRAVITY
DES,
UPLIR
GRAVITY
FASTENER
FASTENER
DES
1450
1811IXI ])}Fd 2RLY,EMIifD
B 1p ]1/] 1-PLV, JR)IN ONLY EMHEDF'
XTA]b]8
1625
META-16
JN13/2"]PLY,
1]2J 10.r ]1/21PLYEM@ED9
(9)IN1. 11/2'1-0LYf1AtlE04
(2)HTA yr IB
3A30
(2)MET0.16
1985
(10110d%11/2 FIELYEMUE04"
(4130tl 111E ]PLY, 1%11 c2.PLY EMB6Dr1"
H TA Ifi
18]0
XETA-I6
]830
,(B)16tl
(IOR104 111E 13)IW 2RLY, EMBED4"
IAI lOtl 11/z'1-P LY, (81E02 PLY EMBED4"
PTA 20
]R]p
HIA-20
1810
2p35
FONT x 1112, I-PLq EMBED4'
11DI INE .1 N' I11j.EED4
' ZSOD
I30116A 2 PLY EMBED4"
III) 16d2PLY, EMBEDP
12 HIA-20
2430
(2)XETP dU
lGT-2
1885
BLKI+1 /4 3 WetlgQ Bo4tA M1 WCGfDOR)10d.
(]) i/4 x21/4"TRIN,]NUJDD Fd
LUGT-2
1655
LGT35052i
348U
CONC 14f 3/8 %5 Wtd ge'B IltAIVhFrI WOOD(12)W525
(]215051/4 x3'TO 610.1111i ('l 3/8 x5'iDVN XO
WALL
LVOi.3
33g0
DETAL-z0.
z400
116)-] tlxl1/2,1 PLY AITfRNA1L USE OF I21.HI A.2DACCEPTABLE
(18 10tlx]]/2,1PLY ALTERNATE USE Of (2) HFTA
OAC(ER
BIE
DHTA 20
NED
(15/e ATp. INXIGXSTRENGTX EPO%V(MIN.IY' FM3fOL(2211. TO WOW
(1)5/8"kTI INN 17 STRONG FH EPDXY (MIN, 12
f NNEDl(2 .)]03TO
WOOD
MUGTIS♦
3y4s
MGT♦
39 F5
W00018J 10Q MASONRY(23/4 ATR
(2)3/4AT.R.HIGHSIRE YGTH f FORT (MI91
FMBfDL(1
) 1W TO WOOD
NIF 1+
95]5
XGT-2♦
10690
T/4 TR
1. HIROH
12) /4 AT A.INSTREYGTX EPOKY (MIN 122
MUk0 E1,1
)1W TUMVOD
H,16T3..
98Of.HGT-3♦
1069p
WWU 811M MASON RY(21 A
]x1p PAl1A1LELTO WALL
PARALCV
LIA2
1210 PARALUELTOWALL
: MR PERPE NOICLWR TO
(10)INN 11/2 '(1011M
1112"
LPTA
]4] D Pf WR TOWNIE
WALL
(il.ti/H ATR INXfGX STRENGTH EPDXY TMIN-12"EMBED), I41ITU TDP/IS) 10d FX( V(12) ILL MCC OF TRUSS :(1)5/BA.T.RINHIGH
STRENGTH EPDXY (MIN. 12
M0kDR, (]6
SD51/M1 x3
0UGT15
3.
VOf
4MD
]l(LS
(z15/B ATR INHIGX STRENGTH EPDXV (MIN.12"EMBEMe(BpN
IZS/8" A.T. C I N HIGH STRENGTH EPDXY (MIN. 12
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22 4A
I-----=--1
FIRE
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L---------�
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�I
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�I
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1 GT 1 3/4" PLYWOOD
yq �e i DRAFT STOP
PILAN VIEW
DRAFT STOP
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_ DETAILS
11 11 �if 11 n 11
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4 J6I,STUDUNDER II II II
--- J4 =_=d1 III II EACH JOIST II
•1 I I I I u u l I I I Reviewed
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-2 Compliance
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WALL W/DBL. LI PROVIDE DRAFTSTOPPING II
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EACH JOIST u
u 1 LIMIT AREA TO 1000 S.F.
PER FBCR 302.12 II
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C J 1 E _ �- Cl 1 E 9B 10B 8
11 EJ2
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FIRST. FLOOR FRAMING PLAN
SCALE: 1/4" = 1'. 1-JOIST
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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PAGE: .:
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FIRST FLOOR
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ARCHfTECT.
STATE OF FLORIDA
Ia
Ui
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FI
13
MAR pp�gg 990p991�
C EL C. ANDERSON „ MI HA
w AR NO 17305
PRINT
DATE: 03/03/21 "
SCALE: 1/4"=1'-0"
SHEET I,
I
fi
S 3
4{
I 9
I.1
A
I
ENGINEERED WOOD
TRUSSE
PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBI
OP "ROOF/WALL/FLOOR
DRAWINGS FO
REV EW SHEATHING
AND APPROVAL
FASTENER SCHEDULE"
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
g
(9) 1 Old x 1 Z' NAILS TO TRUSS
. PLYWOOD SHEATHING, SEE
1 SIMPSON HETA16
( )
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
'ROOF/WALUFLOOR
TRUSS ANCHOR
WITH
NOTE: A PT SYP #2 2" x 4",
16d x 1 i NAILS TO TRUSS
THING
SHE(12)
<
(9)10dx1J'NALST
6", 8" x MAY ADDED
2"
DBL STRAP, 1 EACH SIDE WRAPS UP AND
FASTEN R SCHEDULE"
GIRDER. PROVIDE
5'Q
Wf tOd NAILS, 2 ROWS, 3"
NAILS, O
OVER TRUSS (NOT SHOWN)
MINIMUM CONCRETE
O/C TO FACILITATE ONE
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
NOTE: APT SYP #2 2° X
EMBEDMENT. USED PIN
ADDITIONAL PLY MAX. TO
' (16) 10d x 3 4' NAILS TO GIRDER AND
E
6"; 8"k 4'-0" MAY BE ADDED
CONJUNCTION
HEAVY UPLIFT
ITH
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
(2) SIMPSON HETA16 TRUSS ANCHORS
W/ 1-0d NAILS, 2 ROWS, 3'
CONNE`CTOR
WITH (12) 16d x 3 Z" NAILS TO GIRDER
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
001
ACCOMMODATE TRUSS
A-(1) SIMPSON LGT3-SDS2 5 GIRDER TIEDOWN
1 x2, 2z WOOD FASCIA
ANCHOR REQUIREMENTS.
I WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SIDS
SEE ARCHITECTURAL
` 4" x 2 g' TO GIRDER
2x SECURED W/ (3) 16d
GALV. COMMON NAILS.
ENGINEERED WOOD
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
1X2 SECURED W/ 10d
TRUSSES @ 24" O/C,
2X WOOD FASCIA
(2) }" x 5" TITEN HD TO CMU AND (18) SIDS 4' x
GALV. COMMON NAILS ;
SUBMIT SHOP DRAWINGS
SE EC
SEE
URA
3" TO GIRDER
12" O/C
FOR REVIEW
CURE
2x SECURED
(3) 1 d
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
AND APPROVAL
GALV. COMMONNAILS.
(2) 21" x 5"TITEN HD TO CMU AND (18) SDS 4' x3"
1x2 SECURED
/10d
MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMONNAILS
BEAM ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM
12" O/C
SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
SEE SCHEDULE
A ALLOWABLE UPLIFT = UA 810 LBS, L:770 LBS (1 PLY)
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) ,
B ALLOWABLE UPLIFT = U:2365 LBS, L'1430 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN)
C ALLOWABLE UPLIFT = U!2705 LBS (2 PLY)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
TYPICAL
TRUSS/',
1a 1b 1c
BQALE 3/4"-'°"
TYPICAL ROOF !
GIRDER
CONNECTOR(S)
2a 2b
2c
SCALE: 3/4{,-0"
GIRDER CONNECTOR(S)
{
SERIES
BACKER BIM
7HKMEB8
4500
3/4' WOOD PANELS:
6000
(2) 1/2" WOOD PANELS
60
(2) 1/2" WOOD PANELS
90
2x LUMBER
A
3/4" T & G SUBFLOOR GLUED AND
SCREWED,AS PER SCHEDULE
— P 1-JOIST '
5/8" GYPSUM BOARD OR 1/2 HIGH
STRENGTH CLG. BOARD
SECURE I -JOIST TO TOP PLATE
w/ (2) 2d TOENAILS
6 i
— DOUBLE TOP PLATE
Q
— 2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL TOP PLATE
— PROVIDE BLOCKING
— 1/2" GYP. WL. BD.
a.
I -JOIST CONNECTION @ L.B.W.
4 SQALE: 3/4"= ,_D,, (NO UPLIFT)
NOTCH DEPTH 1/4"D
HOLE EDGE >5(8"
T HOLE DIAMETER
2/5*D SGL. STUD
OUTER 1/3OF
SPAN ONLY
HOLE EDGE>5/8"
_ r
0111,
BTM. 1
HOLE DIAMETER
PLATE <3/5*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
8
LST 12 20 GAUGE
W/ 1 dx1/ HDG COMMON NAILS.
@ EACH E ND TOTAL OF 10
\C�
BACKER RM
THKXNE88
4500
3/4" WOOD PANELS
6000
(2) 1/2" WOOD PANELS
60
(2) 1/2" WOOD PANELS
90
2xLUMBER
LVUI-JOIST WITH
BACKER BLOCK
HTT4 W/5/8" A.B.WITH
MIN. 7" EMBEDMENT
TO SLAB & (18) 16d x
2-1/2" NAILS TO POST.,
POST TO SIT DIRECTLY
ON SLAB
. a a
d
a a °
;1e
x
LVL/WOOD POST CONNECTIONS
<
A -SIMP ON I S1.S1/16 G < 1400 LBS U 70 LBS W/ 2 3/4"° WEDGE-BOLT/J-BOLT 5" MIN.
EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
B - SIMPSON IUS2 37/16'G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
C - SIMPSON MIU3 56/16 G <,2900 LBS, U < 210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
EMBED (24) 166 GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NAILS TO JOIST
FL#17241
D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 3"
MIN. EMB D (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
FL#25749
E - SIMPSON MIU4 75/15 G <I3455 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN.
EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/2" GALV. NAILS TO JOIST
FL#17241
WOOD LEDGER
9 ATTACHMENT DETAIL
SCALE: 3/4"=1 -0
J (
I,
a
6-0" MAX (W/1X4)
OR 10'-0" MAX (W/2X4)
c
C,
# 1100 UPLIFT SIMPSON
HTSM20 W/10 1 Od TO
TRUSS AND (4) 1/4"x21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 10d TO
TRUSS AND (4) 1/4"x21/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHO
3
SCALE: 3/4"=1'-0"
1x4 DIAGONAL
BTM. CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
d,`t \�
1 x4 BTM. CHORD BRACING 6-0" O/C
V/ /
END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING
END TYPE CONDITION, IF
1 Y-O" O/C MAXSECURED W/ (2)1 Od
DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP.
/+
BTM. C ORD BRACING
G
6
SCALE.3/4
i
24
24" MAX w/ I JOIST
B" END
8" MAX.
SPACING
END w/I-JOIST
RU sB
T
-
OF HEATHING
TYP.
TYP
SPACIN
SEE FRAMING PLAN
�YP
END OF
MAX
MAX
MAX
LEDGER BD.
1/2" EXP. (2) 2X8 SYP P.T.
FROM
W
(2) 2X12 SYP P T.-
—3/4" EXP.
BOLT/J-BOLT W/2". LEDGER BOARD
EDGE:
LEDGERBOARD TO
BOLT/J-BOLT W/2".
WAS HER & 51/2" TO BE USED
1. ENSURE THAT EXP
BE USED WITH IJOIST
WASHER & 5112"
MIN EMBED. (TYP) WITH WOIST
BOLTS/J BOLTS ARE PLACCC
r{
MIN. EMBED. TYP
(TYP)
INTO GROUTED CELLS, 8 ALL
AROUND BOLT.
FRONT
2 SPLICE OF FRONTAND RE4R
�' LCDGCRLEDGER
SHOULD LAPAMIN 017
Z_
4 -0".
-
- Z
of
3, ALL BOLTS TO HAVE WASHERS4.
A
EXP. BOLTS/J-BOLTS SHOULD
(2)2X12
NOT BEANYC OSER THAN.'
L
SYP: PTfZ
o/c.ao'—
5, ONLY LEDGER IN DIRECT(2)
2X8
(REAR LEDGER) WIiH
REARSYP
iCONTACT
PTCMU
REQUIRED TO BE P.T.
' ` LEDGER
FLOOR JOIST LEDGER SCHEDULE
MARK
SIZE
BOLT S1ZE
I BNDSPAGNG
CENiRALSPxm
A
B
Ara
DOUBLE SYP 2x8
1/2"
8" MAX.
24" O/C MAX.
DOUBLE SYP 2x12
(2) 3/4'
� 8' MAX.
24" O/C MAX.
I -JOIST WOOD LEDGERDETAIL
SCALE.
3/4"= V-0"
(2) 2X4 No.2 SYP DIAG. —
BRACE W/ (3)12d @ EA.
TRUSS (DIAG. BRACE TO
COVER 5 TRUSSES)
0 0" TO 30'-0" (1) "X" BRACE
30 l" TO 60'-0 (3) "X" BRACE
(1) "X" BRACE @ CENTER
(2) "X" BRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCIA,
SEE ARCHITECTURAL
PRE-ENG. GABLE TRUSS
STIFFBACK (AS PER
TRUSS ENG)`
SEE SCHEDULE FOR
BOND BEAM REQ.
2X4 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS. PRESENT AT
4'-0" O.C. (AT SHEATHING
SEAMS)
SECURE 2x PT. PLATE
TO BLK W/ 1/2" DIA.
ANCHOR BOLT W/2"
WASHER SET IN HIGH
STRENGTH EPDXY 6"
MIN. EMBED. AT 32" OC
MAX.
SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
O.C. MAX
CONT. 2x4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
10'-0" O C MAX.
Reviewed for Code
1B Compliance
Universal Engineering.
Sciences
r7� BLOCK WALL W/ GABLE END
,,� PRE-ENG'D TRUSS
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FO
R ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 H1 OA 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 F1 AND F2 FORCES,
ALTERNATE MATERIALS
SCALE: 3/4"=1'-0"
® I
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591'
www.abdesigngroup.com
AA # 0003325
CREEKSIDE
`
PHASE 2
LOT #16
PROJECT*
j
04321.20 016'El
MODEL
4EHB
"2605—HAYDEN"
GARAGE SWING
RIGHT
PAGE:
P`
DETAILS
(I —JOIST)
L
60 MPH EXP.
ARCWi 7
STATE OF FLORIDA
t<1
m
i"
MAR 0 9 2021
MICHAEL C. ANDERSON PR
AR NO 17305
PRINT 03 03 21
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
S3. 1 L 1
SIMPSON H6 W/ (8) 8d
COMMON NAILS. EACH
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
.. SHEATHING
m
SIMPSON H6 W/
(8)Bd COMMON NAII S
EACH END
' JiivlrouiN orn4jor,-� u-- i,
-JOIST LVL PLATE STRAPS W/ 10d x 1
1/2" HDG NAILS
WALL / FLOOR FRAMING,
I -JOIST PARALLEL TO WALL
PRE-ENG GABLE TRUSS —
' 2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'4' O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
2X4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR
LOCATION
SECURE 2x6 PT. PLATE TO BILK
W/ 112" DIA. ANCHOR BOLT W/ 2�
WASHER SET IN HIGH
STRENGTH EPDXY 6" MIN. I e!//^~`�
EMBED. AT 32" OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
a
r
i
SCALE: 3/4"=1'-0"
CONC.POURED
LINTEL COURSE
PRE-ENG'D WOOD
TRUSS (TYR) @ 24" O.C.
MAX
FOR STRAPPING '
VERIFY
W/ TRUSS PLAN
�— CONT. 2x4 SECURED W/ (2) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
SCALE: 3/4"=V-0"
8" CMU WALL—
REINF PER PLAN
PER ELEVATION
(2)2x4"P-T. W/ -
MASONRY NAILS
@ 12" O.C.
1X2 FIR=-STOP-
rr
y
r r
#8 WOOD SCREWS x 2"
LONG @ 3" O.C.;
STAGGERED
#81h'00D SCREWS I
AS SHOWN NI
x LONG @ 3" QC.;
1 F.s;(�ERED OFF
DBL. SYP #2 LEDGER.
I (r) I FRUNE --
T SCHEDULE.
SEE BOLT
'0" PS SHOWN
I
10lS3.1 A.
I
8" CMU WALL
REINF PER PLAN
_
PER ELEVATION
-
-
p
; z
N SCREW PATTERN
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co
15
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i
PER ELEVATION
N
mm -
m z
DBL 2X12 SYP #2 LEDGER. SEE
2x4 P.T. CEILING -
24" M
-JOIST (SEE
FRAMING PLAN)
BOLT SCHEDULE. 10/S3.1A.
NAILER W/
MASONRY NAILS
@ 12" O.C.
4'.
SECTION DETAIL
1X2FIRE-STOP
- '
SECTION DETAIL
AT I -JOISTS PERPENDICULAR
AT
I -JOISTS PARALLEL
TO EXTERIOR WALL
TO
EXTERIOR WALL
3
SCALE: 3/4"=1'-0"
SCALE 3!4"=1'-0"
STRAP TRUSS TO PL.
SEE SCHED. BELOW
TRUSS TO TOP PLATE
A -SIMPSON MTS12
U < 990 LBS W/ (14) 10d
GALV. NAILS
B - (2) SIMPSON MTS12
U < 1420 LBS W/ (14) 10d
GALV. NAILS EA. STRAP
SIMPSON SPH4 OR SPH6 BTM
AND TOP PLATE ANCHORS W/
10d x 1 112" COMMON NAILS
FILL ALL HOLES. DO NOT USE
10dx3"
- PRE-ENG ROOF TRUSS
5/8" GYPSUM BOARD OR 1/2" HIGH
STRENGTH CLG. BOARD
-- SECURE TRUSS TO TOP PLATE wl (2)
16d TOENAILS
- DOUBLE TOP PLATE
-- 2x4 OR 2x6 WOOD BEARING
WALL W./ SYP No 2 STUDS SEE_
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT
PROVIDE DBL. TOP PLATE
-- PROVIDE BLOCKING
112" GYP. WL. BD.
- SECURE BT. PLATE TO SLAB W/
1/2"x9" WEDGE ANCHOR W/ 2"
WASHER SET IN HIGH STRENGTH
EPDXY 5-1/2" EMBED. MIN. @ 16"
OC MAX.
a -
a_�J
Q <
. • a a
9y9bTRUSS CONNECTION @ L.B.W.
a A SCALE 3/4"=1'-0"
Reviewed for Code
Compliance
Universal Engineering
1B Sciences
PRE-ENG
ROOFTRUSS
4x4/4x6 SYP NO. 2
WOOD POST TO
SLAB. SEE
SCHEDULE
BELOW FOR
CONNECTION
FL#17239
o po
0
/�+ TRUSS/WOOD POST CONNECTIONS
10a 10b 1 Oli SCAI F' 3/4"=V-0"
TRUSS TO POST CONNECTION
A - SIMPSON 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 VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16)
1/4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X 2 1/2" SIDS TO POST
POST TO SLAB CONNECTION
A&B - SIMPSON ABU44Z POST BASE <U:1 T900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT
SIMPSON ABU46Z POST BASE <U:2,300 G 10,335 W/ 5/8 DIA. x 6" EXP. BOLT
C - SIMPSON HTT5 POST ON ;LAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7"
EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST-
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
(I- JOIST)
60 MPH EXP.
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
f
RINTATE• // NO3 03 21
CALE: 1 /4"=1' — 01
SHEET
S3.119
i
i
VTCR SPACING (1) AT EACH
VTCR , AND 6'-0" O.C.
SIDE VIEW
PRE-ENGINEEREu
SS CONNECTION
rl)A�IIEY�
.T.S.
z
Reviewed for Code
(B Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
CREEKSIDE
PHASE 2
�F
LOT #16
PROJECT#
04321.200 016R1
MODEL
4EHB�
2"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
�I
r
DETAILS
L60 MPH EXP. C"
ARCHrrECT
STATE OF FLOE
MAR 0 9
MICHAEL C. ANDEI
AR NO 1730!
PRINT 2103
DATE: 03 / /
SCALE: 1/4;1=1'-0'1
SHEET
3 e 1 1
i
•
e
e
I
i
I
SECOND FLOOR DECK PLAN
SCALE: 1/4" = T-0"
C9
0
Reviewed for Code
Universal Phance
Engineering
G9 Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT:
04321.200 016R1
MODEL:
4EHB
"2605- HAYDEN"
GARAGE SVPING:
RIGHT
PAGE:
SECOND
FLOOR
DECK PLAN
60 MPH EXP.
ARCHrrECT-
STATE OF FLORIDA
MAR 0 9 2021
MMAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03 03 21
SCALE: 1 /4"=1' - 0"
SHEET
S 4
A
A
li
1
i
i
c
ZD
N
N
C?
O
n
M
N
in
N
(V
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Reviewed for. Code
Compl,a❑ce
Universal Engineering
Sciences
SECOND FLOOR DOWEL PLAN
SCALE: 1/4" = T-0"
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
sysDiv q
CREEKPHASLOT PROJECT#
04321.200MODEL4EH"2605—H
GARAGE S VfMG:
RIGHT
PAGE:
SECOND FLOOR
DOWEL PLAN
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
/� � //�
MAR 0 g 2021
MICHAEL C. ANDERSON
AA NO 17305
PRINT
DATE: 03 03 21
SCALE: 1/4"=1'-0"
SIMET
S`-1r�j
. 2
m
I
l
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) 10d x 1 1/2" HDG NAIL'S, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS FILL ALL HOLES
2. ALL PLYWOOD FOR WALL ANO 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 �A" ).
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 REVIEWAND
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, .1�7" ° x 2 7/8" LONG, WITH WASHER @ 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'-O", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
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) 10d x 1 1/2" HDG NAIL'S, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS FILL ALL HOLES
2. ALL PLYWOOD FOR WALL ANO 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 �A" ).
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 REVIEWAND
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, .1�7" ° x 2 7/8" LONG, WITH WASHER @ 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'-O", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
;HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
O
(2) 2X8
f
BEAM SCHEDULE
IOP
INDPCATES OPENING BELOW / T.O.B. , TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. =TOP OF ARCH /T.0
S =
OF SLAB
ABBREVIATIONS'' E.E. = EACH END, O/C = ON CENTER, F-E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
Pc
(psi)
SIZE
W'xH,
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x16
—
(1) #5
(1) #5
N/A
—
GROUTED SOLID'
BB2
MASONRY
3000
8x8
—
(1) #5
—
NIA
—
GROUTED
SOLID
SEE SHEET
S5.1A FOR
SAFE LEAD TABLES
OEM
8F 16-1 T/OM/OB
8F 16-1 T/OM/OB
8Fl6-1 T/0M/0B
0
1
ti
rl ARE
GT
—
\
al
"
U.N.O: PROVIDE BB2 WHERE
ROOF TRUSSES BEAR,
TOP OF WALL EL18'-8"
e:.
a
�a
GT
v
o
1,
O
GT
8F16 lT/OM/OB
1
-
o
F`
2.1
_
I
8F16-lT/OM/OB
8F16-1T/OM/OB
'
I
.., ... __
J....
SECOND
FLOOR
LIFT
BEAM
PLAN
SCALE: 1/4" = V-0"
' Reviewed for
Univef cmPhanc
sal Engin- ,r
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH. 321-802-3591
www. abdesigngroup.com
AA #: 0003325
r'
1
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x
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7
(
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,T7t'E3DIV. 8e LOT:
CREEKSIDE!
PHASE 2
LOT #16
PROJECT#
04321.200 016R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
LIFT BEXINl
PLAN
60 MPH EXP.
AR FirmcT:
STATE OF FLOIRJ
MAR 0 g 2021
( fCHAEL C. ANDERSON
AR NO 17305
mr-ma-,m,:
PUNT DATE 030321 / /
SCALE: 1 /4"=1' - 0'
SHEET
S 5
s
8
`
a
0
Q;
E
a
M
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
$U8
�-OB
16-1T/OB
1T/OB
1T/OB
iT/0B
2-1T/(
818-1B
16-1T/1B
1T/16
1T/1B
8-ttH6
-1T/I
3'-6" PRECAST
1436
952
3114
4217
5321
6426
7631
2465
6113
6385
7708
9031
10000
V-0" PRECAST
1065
700
2305
3125
3945
4765
5587
1961
6113
7192
8524
7627
8751
4'-6" PRECAST
819
533
1770
24M
3033
3066
4300
1625
5743
7547
6752
6541
7505
64" PRECAST
931
1247
1999
25W
3123
3688
4249
1319
4460
7196
7342
5780
0259
V-10" PRECAST
817
1024
1631
2090
2R9
3009
3470
1161
3693
5877
6036
6548
5776
PRECAST
692
1139
3227
3031
3707
4383
5061
1139
3227
4598
7054
10000
8825
PRECAST
570
938
2498
2205
2�8
3191
3685
938
2498
3408
4864
7067
6472
PRECAST
428
833
1593
2204
2481
2818
2821
639
1674
2298
3081
4099
4899
10'-6" PRECAST
388
487
1247
1767
1904
2163
2028
550
1407
1897
2781
3222
3784
1 V-4' PRECAST
330
544
1312
1742
2252
2868
3630
644
1312
1742
2252
2868
3552
12'-0" PRECAST
308
507
1210
1596
1 2048
2586
3191
507
1210
1596
2048
2588
3171
13'4" PRECAST
270
433
1 1045
1365
1732
2157
2535
414
1045
1385
1732
2316
2605
14'-0" PRECAST
254
388
978
1272
1606
1986
2279
390
978
1272
1608
1950
2389
14'-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
458
1o79
1429
1824
22- 7
2712
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
412
1014
1340
1703
2118
2513
1T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
0
300
855
1121
1413
1739
2047
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
235
736
959
1200
1467
1716
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
180
598
833
1038
1168
1468
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
165
550
784
992
1203
1381
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
129
450
ON
824
1014
1147
SAFE LATERAL
LOADS FOR
SAFE UPLIFT LOADS FOR
8" PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
8/8-1T
8/16-1T
=&-IT
8124-1T
6/28-1T
8/32-1T
8/8-2T
6/1s 2T
6n0-2T
8124-2T
8r28-2T
6min
3'-0" PRECAST
689
1024
T-6" PRECAST_
150
3524
43M
5263
6132
7001
150
3524
43M
5263
6132
7001
4'-0" PRECAST
514
763
4'-0" PRECAST
1363
3060
3815
4570
5326
6079
1383
3060
3815
4570
5325
6079
4'-0" PRECAST
398
591
4'-6" PRECAST
1207
2582
3375
4043
4711
5379
1207
2707
3375
4043
4711
5379
V-40 PRECAST
411
411
5'4" PRECAST
1016
1806
2374
2944
3513
4084
1016
2276
28M
3399
3981
4084
5'-10" PRECAST
340
339
V-10' PRECAST
-
909
1499
1971
2443
2915
3387
929
2060
2593
3107
3620
4133
V-6" PRECAST
410
721
6'-W PRECAST
835
1201
1578 1
190
2332
2709
835
1868
2329
2790
3251
3712
T-0" PRECAST
303
534
7'-6" PRECAST
716
Owl
1181
1462
1743
2025
727
1624
2025
2426
2827
3228
91- 4" PRECAST
192
384
91-4" PRECAST
_
454
588
767
90
1129
1310
572
1318
1643
1969
2164
2519
10'-0" PRECAST ,
151
301
101-V PRECAST
356
468
612
755
899
1 1042
504
1160
1472
1763
1710
1989
11'-4" PRECAST
132
417
11'-4" PRECAST
4W
406
530
on
777
872
466
1042
1372
1643
1470
1710
12'-0" PRECAST
111
370
12'-0" PRECAST
383
366
476
587
698
783
440
940
1300
1560
1314
1476
13'-4" PRECAST
82
298
lT-4R PRECAST
3W
7
393
484
575
645
396
780
1057
1312
1071
1203
14'-0" PRECAST
71
293
14'-0" PRECAST
_ -
09
378
378
717
717
981
981
19
7192
975
975
13
1133
14'-8" PRESTRESSED
N.R.
283
14'PRESTRESSED
2
422
626
746
865
24-8"
6
_
_663
8O
9W
1237
1474
1715
1640PRESTRESSED
N.R.
252
16 4" PRESTRESSED
224
387
mm
574
684
793
230
616
908
1134
1353
1672
lr 4" PRESTRESSED
N.R.
183
_
17'4" PRESTRESSED
187
326
1
680
192
506
20 7
20
50 1
1135
1312
19'4" PRESTRESSED
N.R.
148
194" PRESTRESSED
162
266
348
430
513
595
166
429
623
803
950
1098
21'-4" PRESTRESSED
N.R.
125
21'4" PRESTRESSED
142
219
308
381
454
527
142
373
537
O0
818
943
22'-0" PRESTRESSED
N.R.
116
=-ON PRESTRESSED
137
228
290
359
428
497
137
3M
513
No
779
900
24'-0" PRESTRESSED
N.R.
91
r2i-V—PRESTRESSED
124
174
245
302
360
418
124
319
455
581
687
793
- ALL VALUES TARN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITII
AND CASTCRETE MAY 2015 EDITION.
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 19-0130.13
I
MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED P
- PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
Reviewed for Code
Compliance
Universal Engineering
bu Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #16
PROJECT
04321.200 016R1
MODEL:
4EI
"2605—HAYDEN"
160
ARAGE SWING:
RIGHT
PAGE:
SAFE LOAD
TABLES
MPH EXP.
ARCHIITECT-
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
rS
RINTATE• 03 03 21CALE: 1/4"=1'-0"
SHEET
S5. 1
IN
{
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) 10d x 1 1/2" 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 REQUIREMENTSOF AFG-01 AN[:) 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 WEAE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAM,§ WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS ,
7. BOTTOM OF LINTELS ARE TO BE PLACED ATOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING k4' ).
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE ,
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER6THE 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 TOO AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-$F POWDER ACCTUATED
FASTENER ZF 72 PBS36, .177' ° x 2 718" LONG, WITH WASHER @ 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.
M
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXdESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.) '
2. COORDINATE AWATRAY/OOFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS ANb 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- i
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
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ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
1A
T
19 Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA541'
bgPH: 321-80f-3591
www.adengroup.com
AA #. 0003325�
mmmmmm
'3
�a
ro
rl
4
ZE.r
.1S'ryFa
CREEKSIDE
PHASE 2
LOT #16
I
PRO JEC T�jil
04321.200 016R1
MODEL
4EHB
"2605—HAYDEN"
s
GARAGE SWING:
r
RIGHT
PAGE:
F'
ROOF FRAMDING
PLAN
NOTES
I
�U 60 MPH EXP. Cl
,.
ARCHr ,`T-
8140 E_OF FLORIDA
MAR 0 ` -1621
MICHAEL C. ANDERSO
AR NO 17305
ISCAL :1'/4 i'—O"
�SHEET I'
s
I
I
GABLE - END
B
�7
c
'Ca 2E O D
l7 S7 l7 . i7 C7 T7 l7 T7 T7
0 0 0
CP T7 �7 l7 l7
3
HIP ROOF
ROOF WIND DESIGN PRESSURES g
NET (GROSS) ASCE 7-16
ZONE 1 = 58.00 PSF (68.00) ZONE 3
= 66,50 PSF (76.50)
ZONE 2e = 66.50 PSF (76:54)s ZONE 3e
= 76.60 PSF (86.60)
ZONE 2n = 76.60 PSF (86.6Q) ZONE 3r
= 91.70 PSF (101.70)
ZONE4r = 76.60 PSF (86.6�)
A = 4'-0" END ZONE DISTANC
BASIC WIND SPEED: 160 MPH',
L EXPOSURE CATEGORY: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: +/- 0.18
4
ROOF awlrrlRAOM ROOF/ WALL/ FLOOR
FOR ASPHALT SHINGLE ROOF, USE MIN 7116" STRUCTURAL
SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 SHEATHING
(32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32"
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND FASTENER SCHEDULE
EDGE SPACING) SEE DETAIL..
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' NAIL REQUIREMENTS
OF GABLE END.
SIZE
HEAD
LENGTH
DIA "
TENSILE STR
SHANK
ASTM
8d
,RING SHANK,
2 3/8"
0.113
170,000
RING
(16-20 RINGS
F1667
RSRS-01
SCREW SHANK
PER INCH)
8d
RING SHANK,
2 3/8"
0.113
F1667
PNEUMATIC
RSRS-01
SCREW -NAILS
EXTERIOR SHEATHING
USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT
4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & RAFTER OR TRUSS
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING
INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING: SYSTEM
(INSTALLED PER MANUF. SPECS.) SEE DETAIL
0.x
Z
ROOF SHEATHING A7TACHEII M SPACING ° d
ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6' O.C. IN FIELD m
ZONE 2e,,2n, 2r: 8d NAILS @ 4":O.C. ON EDGE AND 4" O.C. INFIELD
ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O-C. IN FIELD
Al BUILDING LENGTH U
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED ROOF SHEATHING LAYOUT
AND ADHERES TO ASCE 7-16 AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTEtlI.GABLES-DROP GABLE END & (1) ADD'L DROPPED
s : 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 W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
v
J_
Q
Z W
Z 0
0 LU
O
YU
Q U
=0
Co
0
z
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES (a
J
—a
e
C8d RING SHANK GUN NAILS e
SEE "ROOF SHEATHING ATTACHMENT"
TABEE FOR FIELD SPACING
TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
S IEATHING
Lu of 0 #8 2" DECK SCREWS @ 6"-8" O.C. MAX @
rU) W EQGES & 12" O.C. MAX IN FIELD. UNTHREADED
Y SHANK TO EXTEND BEYOND THICKNESS OF
LLU U SUB -FLOOR SHEATHING
qo
a
TYP.'314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
TYP. EXT SHEATHING ATTACHMENT ,
J
Q
Z
Z
' 0
Y W
Q L—L
= z
� CJ
Z Orr
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM IO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
WOOD:
A R c H IT E c T S
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EA "CH OR WEATHER
NON -BEARING WOOD
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS, AND OTHER
ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 202Q 7th EDITION
ON STRUCTURAL
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314".
ALL WOOD FOR BEAT
318-14, BUILDING CODE REQUIREMENTS
LS, E
CRIPPACI
FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDES -MIL CONTINUOUS POLYETHYLENE VAPOR BIPPIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
ELASTICITY =
ELASTICITY = 1,400.0
D7esiDRAWINGS.
STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
SEAMS LAPPED6INCHES AND SEALED WITH 9DHESIVE TAPE.
PRESSURE TREATEEGYCOLD-FORMED
SHALL BE RATED TO
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
'FORWWORIG :
CORROBORATE TETI
- .April 21, 2021
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 R
-
EXCEPT WHERE'A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CCNSTRUCTED IN ACCORDANCE VNITH ACI 347.LATEST.
W/ DOT SHALL BE HE
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK:
CONTAINS MORE TH,
Planning & Development Services
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
Building & Code Regulation Division -
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PE
2300 Virginia Ave.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOI AI'ON, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
DE SOLID BLO;
Fort P1erCe;:FI. 34982
OF THE WORK
S C' ARE NOT PART OF THE STRUCTURAL PLAN AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING
SYP
- - -
ON THE TYPE OF CONSTRUCTION THESE I E.PAS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
(772)462-2172
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
RE: Permit #
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH:
AT BEARING LOCATII
DURINGERECTION THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
WELDED WIRE MESH, SHALL BE ASTM Al0641,n,1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
WOOD TRUSS:
D.R. Horton Homes
Creekside Lot 16
B TEMPORARY RACING, GUYS OR TIE -DOWNS.
'
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BI}: NE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL
-
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
BE SUPPORTED WITH 2" CHAIRS SPACED 3 0" DC, EACH WAY
TO BE DESIGNED AN
STRESS -GRADE LUN
Response Letter -
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. -
::
SEALED BY A PROFS
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATE;
- . For the above listed project, the plans indicate 7/16"roof sheathing on Sheet SNL-......
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTMA615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
MEETING THE REQUI
_
This is an error on the plans. The correct callout shall be-19/32" sheathing thickness and -
p g
GRADE 60 IN MASONRY DEFORMED BARS, FRI F- FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
ACI
the correct reference for wind pressures is ASCE 7-16 reference.
DESIGN LOADS:
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE`
-
I
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR ME
AND VERTICAL BARS. SHALL LAP 6 x:BAR NO. IJNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
COMMENTARY AND I
ROOF LIVE LOAD FLOOR: LIVELOAQ 40psf
REVIEW
WOOD TRUSSES.
20 psf TOP CHORD -non-concurrent /
TYP. MIN LAPS SHALL BE AS FOLLOWS:. #4 BAR - 25 #6 BAR - 36"
10 psf BTM CHORD -non-concurrent
#5 BAR - 30". #7 BAR - 42"
TRUSS MANUFACTUI
"
PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH Gl
` DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF
15 pef TOP CHORD 20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) (10 psf wl No GYPCRETE) '
ALL VERTICAL REINFORCING BARS IN CIVIL' CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS
10 psf BTM CHORD 5 psf BTM CHORD
P
BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
THICKENED SLAB, B -
we
Reviewed
wed f or Code
DEAD LOAD TO RESIST WIND UPLIFT 10psf
:•
MINIMUM 101NCH HOOKS OR BENDS ANDSHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHAL '
Compliance
universal Enerieenng
BALCONY LIVE LOAD 60 psf -
WALL.
TRUSSESIGIRDERS
'
- Sciences
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAY( '
=
WIND DEAD LOAD SPEED MPH 3-SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, F
(ASCE 7-16 (.FBC R2020) EXPOSURE C, RISK CATEGORY Ip
20)
LAYOUT, SPANS & A
LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE:. 1Opsf, UNINHABITABLE ATTIC WITH LIMITED
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUC
HABITABLE ATTICS ATTICS SERVED WITH FIXED STAIRS: 30 sf, BALCONIES (EXTERIOR).
STORAGE' 20psf,. p -
WITHOUT THE APPROVAL OF THE ENGINEER. -
STRUCTURAL ENGIN
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
PROVIDE ENGINEER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM. 40psf, SLEEPING ROOMS: 30psf, STAIRS
'
MASONRY:
PLAN SHOWING CON
Should you have any questions, please feel free to contact me.
40psf
MASONRY CONSTRUCTION AND MATERIALS SHALL. CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESS
SHOP DRAWING REVIEW:
"SPECIFICATION MASONRY STRUCTURES (TMS 402 BUILDING CODE. REQUIREMENTS FOR MASONRY
THE HURRICANE STI
S1riCOrely;
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT.
STRUCTURES AND SPECIFICATIONS FOR MASONRY NRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
CONSTRUCTION SCI
-
OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE
_
-"- �"
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 STRI
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED. IN CONFORMANCE WITH ASTM G90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATE
CLADDING VM-
- —�
N D UNCHECKED. SHOP DRAWINGS IN THE FORM
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE.RETUR E U
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS. TO BOTTOM OF TIE BEAMS BEFORE
.AND
ALL TRUSS TO TRU.,
rt -
APR
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
:-
_._ J- -
- _
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28.DAYS, UNLESS
'
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED., UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNIATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318".
VIBRATION
- �'-�
"'--IC�$el C. AnderS81,7"_
WRITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A. SLUMP OF 8" TO 10". USE ONLY MECHANICAL
:
FIfbY'i(l`sC.''-iCh'Lt17305
TO CONSOLIDATE GROUT..
FOUNDATION/ SITE PREPARATION:
TYPE "M" OR "S" MORTAR SHALL BE USED EXGLUSIVELY ON THIS PROJECT, MORTAR SHALL. BE
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED. TO A DRY DENSITY OF AT LEAST 95% OF THE
SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO -
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL
CELLS TO BE FILLED.
2194 Hwy AIA, Suite 301 Indian aBeach, FL 32937 -Phone: (321) 802-3591
SOIL FOR TERMITE PROTECTION ��
www.abdesibdesigngroup.com
---
FILL CMU CELLS SOLID WITH GROUT ATALL C:II_LS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF ANINDEPENDENT GEO-TECHNICAL ENGINEER TO VEf,2,!
REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION' EFFORTS. LOCATIONS FAILING TOMEETTHE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
LAP VERTICAL. REBAR 6 X BAR NO. BAR DIAMETERS)., U.N.O.
° .a„
tx �
(48
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THATTHE
F) Cj
`''
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURALSTEEL:.
" "#'''""'r"`'
- BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL. STEEL SHALL COMPLY WITH THE
`I wool
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
STJ$DIV. 8C LOTT.
CONCRETE:
STRENGTHS AS
9TH EDITION, BY. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM
fl
CREEKSIDE
CONCRETE SHALL ACHIEVE MINIMUM.28 DAY COMPRESSIVE FOLLOWS:
A36/A36M,Fy =36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM
"
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A531A53M, GRADE B, TYPE E OR S, Fy =
SHALL BE CONCRETE IN THE SHOP.
Er
PHASE 2
BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB
35 ksi. TUBE AND PIPE COLUMNS -FILLED
Reviewed
3,000 PSI REGULAR WEIGHT FOR
for Cade
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
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
Compliance LOT ,y�116
Universal Engineering II
Sciences
CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" +/- PRIOR TO THE ADDITION OF PLASTICIZER.
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
PFiO6]JECT#
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM :C94/C94M OR MEASURING,. MIXING, TRANSPORTING,
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
04321. 200 016R1
ETC. CONCRETE TICKETS. SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. 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
!
MODEL:
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
^ '�I u R
4 E H I3
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
..
NON COMPLIANCE WITH THE ABOVE
"2605-HAYDEN"
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
-
GARAGE SWING:
A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)',
P
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:
-
T� rj''I
RIG H
RIGHT
1-11T FOR #5 AND SMALLER
-
i
2" FOR #6 AND LARGER
f
C FOR CONCRETE NOT EXPOSED TO WEATHER
PAGE:
3/4".FOR SLABS, WALLS AND JOISTS
-
C )
1-VT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
a,
IT C
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE
TYPE
SPACING
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
1x2 PT FURRING TO
CASE HARDENrD COIL
81 O/C
GARAGE DOOR BUCK
114" DIA.
TAPCON MASONRY
8" O1C
1 112" EMBED., 4" END DIST.,
MASONRY I GONG
NAIL 1 1/2 LONG
TO MASONRY/GONG.
NO WASHER
.FASTENER
1 1f2" EDGE DIRT.
SGD, AL EXT DOORS
CASE HARDENS I
9" O/C
WINDOW/DOOR! FASTENED
GARAGE DOOR BUCKONC.
3/8" DIA. OR
O/C (3/8'' DIA)
4 EMBED., END DIST,
ix PT SEE NOTE
NAIL 1 1!2 LOW;,
STAGGERED
INTO NIASONRYlCONC.
TO MASONRY/GONG
12"DUI.
EXPANSIONBOLT
24
24 O/C (1l2". DIA)
E
3" EDGE DIST.
wl WASHER
WINDOWBUCK
—
CASE HARDENED COIL
91,01C
WINDOWIDOOR/FASTENED
METAL STRAP TO
CONTACT THIS ENGINEER FOR SPACING
1x PT, SEE NOTE
NAIL UTLONO
STAGGERED
INTO MASONRYICONC.
MASONRY I CONC,
REQUIREMENTS
EXT. SWING DOOR
(2) 3116"DIA. —
."TAPCON"OIC
1 112" EMBED, 8" END.
NON -BEARING WOOD
112""
EXPANSION
4" EMBED. 4" END
BUCK 2x PT, SEE NOTE 6
NO WASHER
fASTNER
181,
DIST2" , i 1EDGEDIST.
WALL TO CONC. SLAB
W/ WASHER
BOLT
24O/c
"
DIST., 3" EDGE DIST.
2x PT WINDOW BUCK p.138 PAF x 2 1/13
9" O/C . 4" END. DIST; 1 1/2"PT
_
TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST
NOTE6
NOTES
1. STAPLES SHALL NOT BE USED FOF. ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL. BE. HI LTIIX-ZF HEAVY. D!1TY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5.. FASTENER SPACING FOR THE BUCK'S SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL, BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME 1x MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPC:ONS OR PAF TO THE SUBSTRATE.
1��•
60 MPH EXP
ARCHITECT
STATE OF FLORIDA
`
MAR 0 0 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE 03/03/21
SCALE: 1/4"=1'-0"
"°"` EMET
Planning & Development Services Department
Building & Regulations Division
"
Product Review Affidavit
FL # or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
Manufacturer
Glass Description
Method Of Attachment
Building Design
Product Design
APPROVAL REVISION
DATE
Pressure
Pressure
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 11/4" minimum embed. Into substrate. Locate anchors as
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and
Non Impact
shown in elevations and installation dmasonry details.For anchoring through frame into mason
(+38) J (-48)
(+50) / (-50)
Doors
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
embed. Into substrate. Locate anchors as shown in elevations and installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. Locate anchors a5 shown in
installation details.For anchoring through frame into masonry / concrete use 1/4"
MI Window and
ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/
FL15353.2
R5
12J31/2024
Vertical Mullion
5764
Doors
Non Impact
1" min. edge distance. Locate anchors as shown in installation details.`
(+38) / (-48)
(+48,1 / (-48.1)
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
Doors
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+38) / (-48)
(+60) / (-60)
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
FL15332.2
R6
12/31/2024
Sliding Glass Door
Series 420 Aluminum SGD
Doors
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+33) / (-41)
(+48.2) J (-48.2)
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @jamb, 4" each side
Opaque single
of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb.
FL20461.17
R6
12/31/2021
door with transom
Smooth Star
Therms-Tru
N/A
Min. embedment of all anchors to be 1 1/4"
(+36) / (-47)
(+47) / (47)
FL16107.3
R13 (R14)
12/31/2038,
Double Garage
16.2x7 73 W6
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
(+29) / (-35)
(+36) / (-42)
PENDING APPROVAL
Door
3/8" Simpson Titen heavy duty screw anchor with*l 1/8" OD washer into grout filled
CMU with min. emben of 23/4", min. edge distance of 4" and min. end distance of 4".
Double Garage
Max fastener spacing of 20". 3/8" dia. X 3"long lag screws with 1" OD washers with a
FL8248.11
R20
12/31/2023
Door (ALT)
8024
Wayne Dalton
N/A
1 9/32' thread penetration into seasoned dry wood supporting structure.
(+29) / (-35)
(+34.4) / (-38.3)
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb
FL14170.7
R14 (R15)
12/31/2023,
Double Garage
Series 170-175, 177, 180-
Overhead
N/A
and bracket location. 2 3/4„ min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
(PENDING APPROVAL)
Door (ALT)
185,187
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per
shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from eacl�end and 1/2"
FL30310.1
RI
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
above each cutout, Drive nails straight so that nail head is flush with, but not cutting
N/A
N/A
into shingle surface.
Miami -Dade approved corrosion risistant tin caps and 12 ga, 1-1/4" annular ring
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the
field.
FL1S216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
FL5259.1
R32
12/23J2023
Underlayment
(Alternate)
Polystick IRXE
Polyglass USA
N/A
Self adhesive
FL17322.1
R7
12/31/2024
Underlayment
(Alternate)
weatherivaster loo
Atlas Roofing Corp
N/A
Self adhesive
_
FL34546.1
R1
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Selfadhesive
-
(,alternate)
FL27076.16
Rl
3/28/2023
Underlayment
Weather Armor S13-1
APOC
N/A
Self adhesive
(Alternate)
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A
Install per manufacturers recommended requirements.
N/A
N/A
F119567.2
R2
9/21/2026
Off Ridge Vent
MMI
MILLINUM METALS
N/A
Instal
per manufacturers recommended requirements.
N/A
N/A
(ALTERNATE)
FL33919.1
R1
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
install
per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+157) / (-46.1)
12/31/2023,
Install
per manufacturers recommended requirements.
FL15272.1
R4 (RS)
(APPROVAL PENDIN4)
Soffit (Alt)
T2
Alside
N/A
(+31.6) / (-38.8)
(+75) / (-75)
1/4"k 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed
N/A
(+47) / (-53)
Less than 6' span
panel MFG.
screw or all thread but with wing nuts,
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/ 2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be headed
N/A
(+45) / (-50)
6' span or more
panel MFG.
screw or all thread but with wing nuts.
FL1714�.1
RS
6/27/2021
Zip System
Wall Sheathing
Hu�gr
N/A
Install per manufacturers recommended requirements.
N/A
N/A
Sheathing
James Hardie
Install per manufacturers recommended requirements.
FL13192,2
R6
12/31/2023'
Lap Siding
Cemplank
Building Products,
N/A
FL139;�_1
1
ESR=�336
R7
1/1/2055
(Joists (2 Story
BCI
N/A
Install per manufacturers recommended requirements.
Only)
CONTROL DATE 3.30. 11
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
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SUSDW. & LOT:
ST LUCIE
COUNTY
MASTER PA
PROJECT*
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
%160 MPH EXP. C
A4a -04"n0
�dipo,J
reel
O� idly
yb
ARCHITECT:
STATE OF FLORIDA
APR 16 2021
MICHAEL C. ANDERSON
AR NO 17305 moof
PRINT
DATE: 03.30.21
SCALE: 1/4"=1'--0"
SKEET
PAI JILE COPY