HomeMy WebLinkAboutBuilding Plans2605 A I\\\
1430 CULVER [DRIVE NE, PALM BAY, FL 32907
Tel= (321) 733-7092 Fax: (321) 733-7972
Reviewed for Code
Compliance
LM Universal Engineering
Sciences
' STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
1430 CULVER DRIVE NE
PALM BAY, FL 32907
TEE,: (321) 733-7092
FAX: (321) 733-7972
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX �F DRAWINGS
-RD10A BUIMING CODE, RESIDENTIAL,
7TH EDITION (2020)
-ALL LOCAI. AND STATE CODES
-OCCUPANCY - RESIDENTIAL, GROUP R3
-CONSTRUCTION TYPE — vB
-MIN. INTERIOR FINISH - CLASS B
-BASIC WIND SPEED - Vult=160 MPH
Vasd=124 MPH
- EXPOSURE - C
-I-STORY RESIDENCE -
-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
ABV. ABOVE LAV. LAVATORY
A/C AIR CONDITIONING LUII. LUMINOUS
ADJ. ADIIJSTABLE M.G. MEDICINFCABINET
AT.T. ALTERNATE, MFR. MANUFACTURER
A'vTP. AMPERAGE, MIN. MINIMUMPG
BD BOARD M.T. METAr.TIRESHOLD
CA CENTER TINE MID MOUNTED
MTL. NOTAI.
CAB. (FILING
cLc, CEILING N.rs. NOT TO SCALE
CLR. CLEAR O.C. ON (ENTER
CONC CONCRETE PI. PROPERTY' LINT
CPT
CFRA r P.B. PUSH
C.T. cRAMICTIE PH PHONE
D DRYER PI.r. PLATE
DBL. DOUBLE PTYAiTJ PLYWOOD
D.G. DUAL GLAZED PR. PAIR
niA. DIAMETER P.T. PRESSURETREATFD
DIM. DISPOSAL RAT)R. RISER
D1SP, DISPOSAL RARAl)rus
DP, DEEP R.A.G. RFTTRNAIR GRILL
DR. DOOR RTT. RFFRIGERATOR
D.S DO«WSPOUT RM ROOM
DTL, DETAIL Ro ROUGH OPENING
D W DISHWASHER S c SOLID CORE FXTDR
EA. EACH S.D. SMOKE HI:rECTOR
E SH SINGLE Hi"`' SHT SHEET
EQ. EQUAL
EXH. EXHAUST SHTH(i. SHEATHING
EXT EXTERIOR SHWR. SHOWER
F.G. FX. FIXED GLASS SIM. SIMILAR
F G. FUEL GAS Si- SLIDING
PIN. ETNIsx sL cL. sr.rnwGGlass
PLR, FLOOR STD. STANDARD
FLUOR. FTJTORFSCENT SWS SHEAR WALL
FR. DR. FRENCH DOOR SECTION
FTC. FOOTING TEMP. TEMPERED GLASS
GA GAUGE THK THICK
GAR. DISP, GARBAGEDISPOSAL
G.F.I. GR OUNll-FAULT CIRCUIT LO_P. TOP OF PLATE
CIE, T.o.C. TOP of Ct PLAT
TJPTEx T TOP OFSLAB
L. GLASS
GGLLASS SS TYR P. TYPICAL
GYP_ BD- GYPSUM BOARD U N O. UNLESS NOTED
H.B. HOLLOW OTHERWISE
H.c. HEADER CORE V.W, VAPOR PROOF
HDR. HEADER w. wnsxER
HGT.ORITT HEIGHT W' WITH
NSUL. INSULATION WD. wool)
NT, INraxloR W WA )ow
,H WATER HFArex
W.I. NVROUGHT IRON
DATE
DESCRIPTION
0628/IT
2-STORY CMU CONVERSION
ARCHITECTURAL
SHEET
DESCRIPTION
12A5111
APPLIED COMMENTS FROM M. SEAY
Cl-COVER SHEET
PG CI- GENERAL NOTES
PG Al -FIRST FLOOR PLAN
PG A1A—FLOOR PLAN SECTIONS/DETAILS
PG A2—SECOND FLOOR PLAN
PG A3H-FRONT & REAR ELEVATIONS ""
H
PG A4H-LEFT & RIGHT ELEVATIONS "H"
PG El -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
01/15/18
51D SET ISSUED
02/13/18
AppED ELEV. 'J' t 'K' WITH SIDING PER MARK BOWES
02/20/19
BID SET SE -ISSUED
04AIAB
FOOTING REVISIONS PER M. BOWES
08A1/I8
ADDED VALLEY FRAMING DETAIL, UPDATED B
BOLLARD DETAIL
0126/19
DETAIL- 'ADDING BAR TO BOND BEAM' AppEp TO 51.2A
0226A9
PLAN MAINTENANCE
0329/19
REVISED LINTEL SIZE A7 FRONT ENTRY POOR
' STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
MICHAEL C. ANDERSONUALELEVATION
AR No. 17305
A.B. DESIGN GROUP LLC
r
2194 HWY Al A, SUITE 301
INDIAN HARBOUR BEACH FL 32937
e
Tel: (321) 802-3591
SQ.FT.
CALL. S
0425AS
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON
0425AS
REVISED HVAG VOLUMES ONSQFT GALL SCHEDULE
IST FLR LIVING 1104 SQ. FT.
2Np FLR LIVING 1501 SQ. FT.
TOTAL LIVING 2605 SQ. FT.
GARAGE 431 SQ. FT.
PORCH 111 SQ. FT.
COVERED LANAI 80 SF
Q. T.
TOTAL 3233 SQ. FT.
A/C VOLUME 22403 CU. FT.
0426/19
UPDATED LEDGER BOLT SIZE t SPACING
06A9A9
REVISED I -JOIST LAYOUT
06/21/19
ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK 50WES
09/13/19
LEDGER BOLT SPACING REVISED
II/15/19
ADDED COCOA PLUMBING RISER
01/01/20
-
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
05A1/20
REVISED STAIRCASE AND STAIR SECTION DETAIL
01/0121
2020 F5C UPDATE
STRUCTURAL SHEET
DESCRIPTION
PG S1-FOUNDATION PLAN
PG SI AA —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 54.2-SECOND FLOOR DOWEL PLAN
PG S5—SECOND LIFT BEAM PLAN AND NOTES
PG S5.1A—SAFE LOAD TABLES
PG SIS-ROOF FRAMING PLAN
PG SNl-DETAILS
DRAWING CONTRACT DOCUMENT
/
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
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
ONSTRUCTION BASED ON THE DRAWING SET.
_ —
—
—
—
-
- -
---
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 #17
PROJECT#
04321.200 017R1
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
rsciar i 21 04
DATE: 03 / /
1 SCALE: 1/4" V-0" 1
SHEET
CI
II
GENERAL NOTES
1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL
(FBCR)
SITE
1.
W=
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
7' US E R
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
FBCR 7TH EDITION (2020) UNO.
ARE
UNDER
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
HEREIN:
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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEB
ISBY
FINISH GRADES, PLANTING AND IRRIGATION.
C. SOUTHERN PINE INSPECTION BUREAU:
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS
SHALL BE
I. 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, 1F DIFFERENT CONTACT THE
D TRUSS PLATE INSTITUTE:
1, 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 10
W
RK
ARCHITECT.
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANI/2 THE HORIZONTAL
i
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO
HE ATTENTION
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
PROCEEDING WITH
OF THE ARCHITECT IN WRITING AND WRITTEWNSTRUCTIONS SHALL BE OBTAINED BEFORE PROC
THE
�ORK.
5.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
THE CONTRACTOR WILL BE HELD RESPO
i kSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSION
IN THE
AND COMPACT TO 95% MAXIMUM
DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. 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 CONSTRUCTION
AND/OR
BUILDINGS SHALL BE KEPT DRY SO 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,
ARCHITECT/ENGINEER SHALL NOT BE
RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES
TEC NIQUES,
6.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
5.
THE
OR THE FAILURE OF THE BUILDER TO CA
RRY 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 IS BASED ON THE
INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE
CONTRACTOR
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT S Q.
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
8.
EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
PLUMBING
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 Fi 960 FITTINGS,
I
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH /2"AMAFLEX.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITE
CT/
NGINEER.
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, CITY AND
i
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED,
COUNTY DES DING AND ZONING C I BULCODES:
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30051
GAMES AND CARPORTS11.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
8. FIXTURE SU i PPLY SIZES SHALL CONFORM TO FBCR SECTION P2'903.
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 JUUNZ'jUPPUtK
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 TOIWOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
EX I Mrim TWA" COVERIM
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
2.
AS PER SECTION R302.5,1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING 1
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
THE WALLSfOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIP
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
ED WITH
LESS THAN
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
EXTERIOR FINISHES
3.
AS PER SECTION R302.5,2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARAI
ING
AGRICULTURE AND CONSUMER SERVICES.-
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED 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 OPENINGS
INTO
THE
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE,
GARAGE.
2. STUCCO OR 1 PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
4.
AS PER SECTION R302,6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA
BY NOT
ASTM-0926- 11 8b, ASTM-Cl063-19a & ASTM-C1787.
3. LATH & ACC'ESORIES PER ASTM-C-1 063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
13E
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
SEPARATED FROM ALL HABITABLE ROOMS
ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
1" FLASHING HORIZONTAL LATH AND PAPER DETAILS
WHERE THE SEPARATION IS A FLOOR-CEILINGI
ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
A
-SO BE
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM
BOARD OR EQUIVALENT.
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl063 -19a AND R703.7.
Reviewed for code
. comPliance
Univers I Engineering
FIRE RESISTANT WNSMUCTM a
91
: Sciences
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7,
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS,:! THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS).
CONSTRUMNIOBSERVA11011111
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDERS/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 12/10/20 (RM)
2194 HWY Alk SUITE 301
INDIAN HARBOUR BEACH,
I
FLORIDA �2937
PH: 321-SOF-3591
www,abdesigngroup.com
AA #: 0003325
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04321.200/017R1
MODEL:
4EHI3
"2605-HAYDEN"
GARAGE SWING:
RIGHT
]PAGE:
GENERAL
NOTES
60 MPH EXII
ARCHIITECT-
STATE OF FLOPoDA
MAR 09 2021
kdX-1-LAEL C. ANDEFWN
AR NO 17305
Z-JMJLNM A
DATE: 03/04/21
SCALE: 1/4"--1'-0
SHEET
M��
,ROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM
SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITI
LOAD lMII EFFECTS" CATAGORY DEPTH
NA 160 C NA NEGLIGABLE NA VERY HE
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBG R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.105
Q
WINTER ICE BARRIER FLOOD AIR MEAN
DESIGN UNDERTLAYMENT HAZARDS FREEZING ANUAL
TEMP• REIQUIRED" INDEX' TEMPI
42 NA jsEEbUFI NA NA .
27-10'
411
LM
8VECI I
101-011 I 1' 8" 151-41,
I
n II SG.D i 4.11.5. 53 (2) 3052-SH I2I r—npI
1 2-71-411
I
R00 MGI
1 9 LIVING -1
I
ICU
cowomw AND CLADDI'IC WI'D LOADS
MW %W EzrO M FOR 3 SECOND GISfs
Qaffm SOUAI ZOI'E 18 WH WIND (VIA
AND TIDE FOOTAGE v .. i
MIN. WINDOW
10 31/-50
CRITERIA
�..1..
EXTERIOR SWING——n
DR. MIN, CRITERIA IS 5 36/-47 ;I
S.G.D. MIN. 41 5 34/-43
CRITERIA
16010 O.H.D. 112 5 31.0/-34.6
12'xl2" SOFFIT 1 5 313/-49.c3
BASIC WIND SPEED MPH = 160 (71t)
IINTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=C, MEAN ROOF HT. = 123'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(9020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONIRGL DA7B 0VW21
SQ.FT.
CALL. S
1ST FLR LIVING
1104
80. FT.
2ND FLR LIVINGI
1501
$0. FT.
TOTAL LIVING
2605
SQ. FT.
GARAGE
431
SQ. FT.
PORCH
III
SQ. FT.
COI LANAI
80
SQ. FT.
TOTAL
3233
SQ. FT.
A/C VOLUME I
22403 CU. FT.
8'-&, CL . ROOM - iv v I n _.
SOFFIT INSTALLATION IS TO BE PER
a 71-2" 3'-8" 5 _81 3'_811 6 _IO11 31_8 g _01 .
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVI
DED BY T
m I HE
I -I BUILDER WITH PRODUCT APPROVAL
l a I I ti (2) 2068 AND NOA SUBMITTALS.
Q I Y° I I POST
O O cn o is V I G M I I 1 G I V �� TUB/
BATH HWR FIRST FLOOR PLAN
I I I I I-
I 0 m
I 8 -8 CLG, i . I co U SCALE:1/4'
I I I L I I a) NOTE:
m I I I I I I ry 2-S LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
0 - m DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
2868
x - -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
3'-0" 2' 8" 81-0° I 4'-0" j1 3'_8" 5'-4 31-4" 5'-8" 3' 0 -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
2868 SC W.H. H.B. EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM)
I PT i STAIR DATA 201 IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT
1REF1 --- 16 RISER 6 IB4' LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
3-SH 11
, I ASH G 15 TREADS 10' BOLLARD -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS
_-- ONP. ATTIC AREA BY NOT LESS THAN Vz'(12.1mm) GYPSUM HOARD APPLIED
`ySQ' TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
B PER BLDG. SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS
II CODE THAN %'(15.Smm) TYPE X GYPSUM BOARD OR EQUIVALENT.
-01 _II 5 -5 -UNDER STAIR PROTECTION:
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
III GARAGE UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS.
`Q fua GIIIv 0 FOYER 8'-8' CLCx FBCR 2020 (-ITH ED.)302.1
8'-8' CLG. III m 8'-8' CLG - EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY
III DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED.
III 3068 - REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES.
1 MASONRY/FRAME
WALL
�LEGEN-t1ID-
11II_lJl
W-8' BLOCK WALL
UN.O ON PLANS
BRG. HGT. VARIES
8' BLOCK WALL
UNA ON PLANS
BRG.
INTERIOR LOAD
BRG. WALL U.N.O.
ON PLANS
4' INtO N
LOAD BRG. WALL
U.N.O. ON PLANS
-ALL INTERIOR
DOORS TO BE
-ALL EXTERIOR
DOORS TO BE 6'-8'
UNLESS NOTED
OTHERWISE
III
III
W/12'
F� TRANS
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
211011
_ I.
16'-011 10
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
i4S
R VALUE OF R-13.'
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
Re tl for
Coc cn
•
0
SPACE.
U^Ive seMPiiance de
I
5 (2) 3052-SH
y1_811 ,1-411
❑I I' 0 1I
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
8cil ceseer' 9
n n
PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR
PORCH
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
0
8'-8' CLG.
16'-0" X 7'-0' O.H.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
`9
IEll
— — —
— — — — — — — — — — — — — — — — —
U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
-FETFEET
0
"
SPECIFICATIONS
OWNING OVERHANG SEPARATION
U-VALUE
SHGG
1_4
I
1_01
411
51_411
1_411
T-0' 10'-6'
32
.25
1'-0' 101_9,
35
79
151-4.'
201-411
1'-0' 10'-9'
35
.29
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181.011
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35
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SUBDIV. & LOT:
CREEKSIDE
PHASE 2
3
LOT #17
.I
PROJECT#
04321.200 017R1
MODEL
w
4EHB
"2605-HAYDEN"
GARAGE S WING:
a
RIGHT
PAGE:
FIRST
FLOOR (PLAN
60 MPH EXP.
ARCHFIECT
STArr
TE OF FLORIDA
'S
d
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
Zi 034 21
DA"
SCALE:0"
SHEET
At
4
DBL.
TOP
PLATE 0
BAR DETAIL
a
ARCH DTL.
(2) LAYERS OF 3/4' PLYWOOD 42' HIGH
OR (2) LAYERS OF 3/4' SUB HALF WALL
A H U FLOOR MATERIAL RIPS FOR W/ CAP
SOLID NAILING 3/4' TtG SUB FLOOR
SEGUE TREADS TO STRINGER
W/13r8 3' SCREWS • EA GLUED i SCREWED
STRINGER UNTHREADED SWANK PER FASTENER
TO EXTEND BEYOND THICKNESS SCHEDULE THE CLEAR SPACE BETWEEN
of SU$—FLOOR SHEATHING 0'-0 3/4" 2ND FIN. PLR.1 1/2 n THE HANDRAIL AND THE WALL
/ D MIN- SHALL 5E NO LESS THAN 1 1/2"
/ HANDRAIL is 36'
AS PER F5CR R3111,13.2
W/ 2X4 RE-INFORCINCa
/ FLOORING SYSTEM
/ (SEE FLOOR NOTE:
42' H. 1/2 / FRAMING SHEET) HANDRAIL ENDS SHALL 5E
n e CAP WALL
/ NOTE: RETURNED TO THE WALL OR
STAIRS RISERS TO CONFORM TO F$CR
wr STAIR DATA: 1TH EDITION (2020) TERMINATE INTO A NEWEL
:1 LLjz z 3/4PKAGI� / I6R o 154' MIN. TRI Im' MAX. RISER=1 3/4'
I" MAX. / ,5 TREADS a 3/16' MAX. VARIATION IN POST"
r NOSING O„ / RISERS/TREADS ADJACENT TO EACH
10 + I NOSING OTHER 3/8' MAX. VARIATION IN ANY
w MIN. RISER/TREAD HANDRAIL CIRCULAR
ll r / S T O R . CROSS SECTION DIA. TO BE 1 1/4' +-1/4'
/ OR PROVIDE EQUIVALENT NOTE.
/ 3-2x12 SYP STRINGER GRASPA$ILITY WINDERS— MIN. 6' WIDE •
NARROW END MIN. 11' WIDTH • 12' FROM I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A
/ REINFORCED W/2X4 SPF NARROW END 34' MIN. HANDRAIL HGT.
W/CONT. BEAD OF DIAMETER OF I�"t 2' OR A NONCIRCULAR CROSS SECTION WITH A
/ IOL-40OOR ADHESSIMILA E PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4" AND
PL-4®m OR 811"IILA� • dQ�
Q m EA HORIZONTAL RUN *ENCLOSED ACCESSIBLE SPACE UNDER A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES
Q p / STAIRS SHALL HAVE WALLS, UNDER SHALL HAVE A MINIMUM RADIUS OF 1/8'.
/ 2 X 4—INFORCING STAIR SURFACE AND ANY SOFFITS
10 4 v PROTECTED ON THE ENCLOSED SIDE
• EA. 2 X 12 STRINGER WITH la' GYPSUM BOARDS. F$cR 302.1. SECURE wnzd 6'-8' o.C. 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
O'-O" FIN. FLf. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
2X4 ATTACHED w/ 12X
MASONRY NAILS + 2X4 P.T. STRESSES- PER SECTION 1607.8.1 / F.S.C. 2020
SLEEPER INTO SLAB WITHIN 8'
OF EACH END, 32' O.G. MAX.
STAIR SECTION EANDRAIL SECTION
C SCALE: In'=1'-ra' D LE:3/4"=1'-0'
Reviewed for Code
Compliance
Im Universal Engineering
Sciences
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 #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FLOOR PLAN
SECTIONS
DETAILS
60 MPH EXP.
ARCHrrECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
ratiaar a DATE: 03 04 21
SCALE: 1 /4"=1' — 0"
SHEET
Al A
12'-0" 21-411 v 11'-411 2'-4"
17'-4" 14'-0" 2'-0"
s 3052-SH 3052-SH
T ♦ ECsRESS (2) 3052- N EGRESS
' I -
�,,
I� I
I-
I
BED ROOM #4L UMG ® BEDROOM #5 ry
I
IN
C(Ol
m � I 4E
-
3'-4"
vtol-0 3'-8" 4'-0" 12_- 4'-2 - G V
ry
BATH M _V IC ' El
r OPT ° PTA
T 1 T N I D. ii irI Lu. I
ml'I %8 HB/ S
,n Lu
A IR-I—
B @ _L----------ice
r n '!) b� WIC. f 22'X36T1 I d� 0
o "� 8'-8' CLC#. ATTIC I I co
r 4�GC J I —�'
- �� — — — — — - ��� i Reviewed for Code
IR iSHI 3 SH universal
Compliance
I W.C. 0 n i
I Universal Engineering
G 'I Sciences
3' BEDROOM! #1 o
31_011 _ ii
4i_40 2-loll v /i_/J IIC 8141- OCLCs.
"---
BEDROOM #3 ® BATH #1
8'-8' CLG. 8'-8' CLG. O
N IJaL
® V
I� a�L) -
°� - Z
( �u 0
`id) q�
® (2) 305
RE2-SH
EGRESS
cl \'L%/ IN
�I c.
-1
'
IW
Dew
e 9
o 0
LINE OF IST FLOOR 8
052-81-1
EGRESS
3052-514
ECsRESS
2040-SI-4
I TEMP
0' 0"
S'-0"
5'-4"
7-4
, _0
0
13'-4"
2'-4"
2'-4"
8'-0"
13'-8"
18'-0"
21'-8"
39'-S"
SECOND FLOOR PLAN
SCALE: 1/4 = 1'-0'
SECOND FLOOR PLAN
SCALE- 1/4 = I'-0'
-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 A50VE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED BY THE HVAC CONTRACTOR AND AID 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 wsPECTIVE PRODUCT
SPECIFICATIONS
■o■��p0
■v■��00
■m■��0m
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 #17
PROJECT
04321.200 017R1
MODEL
4E I
"2605-HAYDEN"
GARAGE S WING:
RIGHT
PAGE:
SECOND
FLOOR PLAN
60 MPH EXP.
ARCHfTECT
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03 04 21
SCALE: 1/4"=1'-0"
SHEET
A2
SHINGLE
ROOF
FYPON 16'X48"
DECORATIVE
SHUTTER OR
EQUIVALENT
15'-8" 2ND FI R73 _
BRG. HGT. �C
FYPON ---�
BKTIIXI-I
OR
EQUIVALENT
6' RAISED
BAND '3/
P.
10-0-0 3/4
2ND FIN. FLR.
8'-8" BRG. HGT.b _
6 FNTRY� 1
I I
I I
48 I
A I I
4' RAISED TYP. I I
BAND (TYP.) I
I
8' RAISED I I
BAND (TYP.) I
0'-0" FIN. FLIR-,., _
I5'-8" 2ND FLR.
i
i
i
I
I
I
10'-0 314" 2ND FLR _
FIN. FLfR./BRG.
5'-8" CLG- HG- _
4B
A I
TYP. I
I
I
I
I
0'-0 FIN. FLr-�_ -4
Im
1-rkl
oil
INN
ii
FRONT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
NOTE: LUALL FENESTRATION FLASHING AS PER FBCR R103A
OFF RIDGE VENT
12
5
02(g'-S" BLDG, H4-T.
o18'-8" 2ND FLR.
- BRG. HGT. --
011
4' RAISED
/^BAND
6' RAISED
BAND
0'-0
73/411
2ND FIN. =i R --_
-�8'-8" CI-G. -GT.
�Y OPT. COACH
LIGHT
0'-0" FIN. FLR.
5'-8" 2ND FLR-
---RG. Hit:
-0I1
f—
LEILA
-----_---_ --_� -- - r - 01_0..'.-0 3/4" 2ND FLR-
---
FIN FLR-/5RG. HGT.
08'-8" CLG. I-!,sT.
TYP.
I
I
I
READ ELEVATION
SCALE: 114 = I'-0' TEXTURED FINISH
$V-0" FIN. FLR.
MODEL 2605-HAYDEN-4EHB (2-Story)
AREA OF ATTIC = 1541 SQ. FT.
NET FREE VENTILATION AREA
REQUIRED 1/ 300
REQUIRED VENTILATION AREA = 1541 /300
= 5.14 SQ. FT.
5.14 = 739.68 SQ- IN.
MI N. REQUI RED VENTI LATION = .4X 739.68
IN UPPER PORTION OF ATTIC = 295.872 SQ. IN -
(BALANCE TO BE PROVIDED IN
50FFIT'VENTS)
OFF RIDGF VENTILATION AREA - 138 SQ. IN. PER VENT (net Free area)
TOTAL#f OF VENTS REQUIRED 2.14
TOTAL ItOF VENTS PROVIDED = 3
SO71TVENTILATIONAREA 7 SQ. IN.PER ,LINEAR FT(net free
area)
LI N EAR FEET OF SOF FIT REQU IRI 42..27
byReviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigrrgrou p.com
AA #: 0003325
SXMDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FRONT &
REAR
ELEVATION "H"
60 MPH EXP.
ARCHrmcT:
STATE OF FLORIDA
MAR 0 g 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 03/ / 04 21
SCALE: 1/4"=1'-0" 1
SHEET
i ASH i
IB -8" 2ND FLR.i,
BRCS. NCxT.
10'-0 3/4" 2ND FLR._
FIN. FLR.BRCz. HC:T.
GLCs. PGT.i
0'-0" FIN. F-LR.y
2ND FLR. _
BRCS_ H—
10'-0 3/4" 2ND FLR.y _
N.
FLR.
5'-8' BRCS. HGT.�— _
9 ENTRY�F-
0'-0" FIN. FLR.
L1EFT ELEVATION
SCALE: 1/4 = I'-0' TEXTURED FINISH
]SIGHT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FIN15H
DOWN
'FON
11 OR
%LENT
2ND FLR.
HGT.
3/4" 2ND FLR.
LR./BRG. HGT,
BRCS. HG,T.
TRY
FIN. FLR.
8" 2ND FLR.
Cs. HGT.
-0 3/4" 2ND FLR.
FLR.
3" GLG. HGT_
0" FIN. FLR.
Reviewed for Code
09 Compliance
Universal Engineering
Sciences
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 #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
WI GARAGE SNG:
RIGHT
PAGE:
RIGHT &
LEFT
ELEVATION "H"
60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
MAR AN 2021
MICHAEL C. DERSON
AR NO 17305
r"Jjm A
DATE: // 03 04 21
SCALE: 1/4"-1'-0"
SHEET
4 H
ELECTRICAL LEGEND
SY/M50L
DEFINITION
NOTES
—per
aW.✓'
125V OUTLET
20 AMP SINGLE POLE
)
x 110V OUTLET
110V OUTLET
12 OF OUTLET WIRED
TO SWITCH
GPI
IIOV OUTLET
EQUIPED W/GRND FAUL
INTERUPTER (TAMPER
RESISTANT I T'PE)
220V OUTLET
(4) WIRE CONNECTION
-. WP
EXr. WATERPROOF
GROUND FAULT
GFI
OUTLET
INTERRUPTER
SWITCH
.r_.
SWITCH
3-WAY OPER.
�d
SWITCH
4-WAY OPER.
WALL MOUNTED
LIGHT
t)
CEILING LIGHT
O
` LED CLG LIGHT
O VP nW
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
"
LIGHT
ORECESSED
CAN
VENT. FAN
I I CFM PER SFT.
Q.
...
PI
+
VENT. FAN
W/LIGHT
Q.
1 I CFM PER SFT.
'
VANITY LIGHT
FIXTURE
"�71PF-C'S TRIP BY'
1 BUILDER)
FLUORESCENT
2-BULB WRAP
LIGHT
AROUND
(RECESSED)
FLUOIIRGHTENT
ES
WRAP
ARDUN
AR P
(SURFACE MNT.)
2' FLUORESCENT
xgg
4' FLUORESCENT
yi
4'TRACK LIGHT
PANEL
METER
SMOKE DETECTOR
W/ HARD SUP
WALL MOUNTED
BATT, BACK-UP
S.D
SMOKE DETECTOR
W/ HARDWIRE
® S/CO
CARBON Ma-40XIM
SMOKE DETECTOR'
CZM50
GATT. BACK-UP W/
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
NATURAL GAS
I V
OUTLET
tom:
TELEPHONE JACK
HEATER
➢ ' 'WATER
DISCONNECT
70 BE ELEVATED
TO E 21
I
A/
AIR CONDITIONING
DISCONNECT
FUND.
SEE
I
THIS SHEET
I,
TELEVISION JACK
�F
CEILING BOX REQUIRED
O
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
J-BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED
TO BE SUPPORTED IN
CEILING FAWLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
LIGHT STRIP
nnnnnn
36' INCANDESCENT
LIGHT STRIP
nnnnnnnn
o
�
48'INCANDEBCENT
LIGHT STRIP
k
FLOOD LIGHT y
OPT. SECURITY
KP
KEYPAD
PUSH-BUTTON
,...FOR CHIMES
USB PORT
LATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO
E;VERIrIED
B• HOMEOWNER PRE -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF FBCR
TTH EDITION (2020) 4 NEC 210.12 201-1 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 MI5013 FBCR TTH EDITION (2020).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT-NTERRUPTER PROTECTION FOR
PERSONNEL
• RI SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR TTH ED (2020)
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 7TH ED (2020).
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
F.Ba ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2020- nth EDITION R404J
co
CEILING MTD.
LIGHT TO SE
INSTALLED,
PROVIDE
J-BOX FOR
OPT. FAN
0
QMG
ROOM i ROOM
I PRE -WIRED
Ck I CLG FAN
CA51NEt ��--
i I I f OUTCET FOR DW /t0 2ND FL.
UVENT I ( I I GFI SWITCH
FOR
OR MICRO Q It ® ( / -----
/ I I
L L
I I
PAN. I -
a
i CaFI.44' GFI a 44'
I
I
—. I
I
—
�
III tl
ai l
FLEX
111
`
III
PRE -WIRED
III
III / FOYER
CLG FAN
lilt
P$. FOR I \
CHIMES �
i
-- PORCH
------
PRE41RED
CLG FAN
i
bki62
11W r )
P.B. FOR
GARAGE
DOOR
I
II
KEYLESS
FIXTURE
GzFI 8
GARAGE
DOOR
PREWIRE
GARAGE
O
WH
BOLLARD
AS REQ.
PER E5LD0.
CODE
---------------
COACH
LIGHT
FIRST FILMOR ELECTRICAL PLAN
SCALE:: 1/4' = 1'®4/7)'
I� li_ r 1i13r �I
I I
c
LED LIGHTIN G1
C� SINGLE .A V .
5 AT 4
METER
FIELD
VERIFY
LOC.
GFI
IRRIGATION
OUTLET ,s
48" A.F.F.
WP Panel MAIN . A
PANEL: 8/16wp crt: breakerVOLTAGE: 120/ 240 V -1Ph MAIN: 150'Amp M.0 B
FEEDER: #1CuTHWN&'1 #6 CU (G) I n 1 1/2" C.OR 3=#2/0ALTHWN&1-#6Cu(G)'in1112 C.
,
I
i
:Wire
Pole
Bkr
Description
Circuit.
Watts.
:Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GPI for TUG
2
Space
:#12
2
20
Irrigation Pump
mm_
4
Space
6
6240
A/C: C. U.
40
2
#1
Space _......
8
PANEL -A
PANEL: 42 o t. breaker VOLTAGE': 120 / 240 V =1Ph MAIN: 150Amp M.L.O.
FEEDER: 3-#1CuTHWN&1 #6Cu(G)m11/2"C OR 3-#210ALTHWN&1-#6Cu(G),in11/2"'C.
Wire
Poo le
Bkr
Description
Watts
Circuit
1
Circuit
Watts
Description
Bkr
Pole
Wire
1500
1.
2
8000
Range
50
2
#6
# 12
'1
20
Microwave/ Hood GFI
1800+
3
4
#12
'1
20
Small Appliance
1500
5.
6
4500
Water Heater
25
2
#10
#12
1
20
Refrigerator
1500s
7
8
#12
#12
1
1
20
20.
Ching ReceptaclesAFC1
Bath GFI Receptacles.
1500
9
1 11
10
1200.
Disposal: GFI
20
1
#12
1200
12
1 1500
Dishwasher GFI
20'
1
1 #12
#14
1
15 ,
Foyer / Flex / Hall AFCI
900
1 13
14
5000:
Dryer GFI
30
2
'.#10
:#14
1
15
Uung Rm Lanai Kitchen Din Lts AFCI
9D0
15 -
16
Space
17
1s
1500:
Washer:GFI
20.
1
#12
#14
_ 1
15
SD&C0 AFCI
9DD'
19
20
1000"
Garage' Door Opener GFI
20
1:
#12
Space
21
22
1200'
Garage Lts & Receptacles GFI'
20
1
#12
#14
1
1 15
Bedroom #21 Bathroom #2 AFCI
900
23
24
900
Owner's Suite AFCI
15
1
#14
#14
1
15
Bedroom #3 AFCI
900.....
25
26
900 ....
Owner's Bathroom AFCI
15
1
914....
#14
'1
15.
Bedroom ,#4 fOpt Bed#5= Opt., LoftAFCI
900
27.
28
1200
2nd Floor Nall/ ST D 2rd FL Lrv.l Laura AFCI
20
1
1 #12
:#12
1
20
Exterior Lights and Redept GFI
1000
29
30
1000
Imgatien :controls only
2D
1
:#12
Space
31
32
Space
Space
Space
',..''
34
Space
W
36
Space
Space
37
38
Space
#8
>
35
A/CH.:U
A
u
(Heater5'KVAat65(u)
5525__.
39
40
Space....
41
42
Space.
Load subject to demand factorcatculations Mine
17660
27900'
Load: subject todemslid factor calculations I line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON-COfNCIDENT LOAD
GFI• GROUND: FAULT INTERRUPTER
Total load subject to demand factor
45500
First 10000 watts at 100%
10000
Remaining watts at4Gw
14200
Total AJC load
11765
LOAD CALCULATION 1S BASED ON AIC NON -COINCIDENT LOAD
Total Connected Load Watts
35965
Total Amps(watts 1240wlts)
149.9
-
Reviewed for Code
Compliance
Universal Engineering
Sciences
General Lighting & Receptacle Load
Total A/C Square Feet
2605
General Lts & Rec 3 W J Sq. Ft.
7915
Hi -Hats 3 at 65W/Light at 100%
195
8010
General
Lights &
Rec -
(Watts)
Ckts# ai#s/e
TgtaI watts
Genera{ Lts & Rec Panel A
ill
3281
8010
150 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH
EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHNnWWN LINLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
PROVIDE ISO AMP, 120249) VOLT, 1 PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-12" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PVC
CONDUIT UNLESS SERVICE 18 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 30210 CU, THWN + MS CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT OR 2/9) AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.)
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 31Q ENCLOSURE
150A2P
M
TELEPHONE SERVICE
ENTRANCE
E=lFgIENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
a/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
—► 104 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR TTH
EDITION (2020).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
1111111
1_a&TE: 03/04/21
SCALE: 1/4"=1'—O"
STREET
El
a
ELECTRICAL LEGEND
5YM150L
DEFINITION
NOTES
125V OUTLET
20 AMP SINGLE POLE
ISDV OUTLET
110V OUTLET
OUTLET WIRED
TO SWITCH
T S
GPI
110V OUTLET
EQu1PEv wERNE
INTERUPTER (TAMPER
RESISTANT TYPE)
E0
220V OUTLET
(4) WIRE CONNECTION
WP
EXT. WATERPROOF
GROUND FAULT
GPI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER.
�{
SWITCH
4-WAY OPER.
WALL MOUNTED
1-0
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VF
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
eVENT.
FAN
I CFM PER SQ FT.
VENT. FAN
W)LIGH7
1 Cp'7 PER 8Q. FT.
VANITY LIGHT
FIXTURE
(SPEC'S TIED BY
BUILDER)
4'ES
FLUORESCENT
WRAP
®
LIGHT
AROUND
D
(RECESSED)
4
FLUORESCENT
WRAP
®
AROUND
AROUND
(SURFACEMNT-)
21 FLUORESCENT
4' FLUORESCENT
I�--,�- -1
4' TRACK LIGHT
0
PANEL
own
METER
BAIT. BACK-UP
OSMOKE
S.D.
DETECTOR
W/ HARDWIRE
WALL MOUNTED
BATT, BACK-UP
SD
SMOKE DETECTOR
W/ HARDWIMEE
S/GO
CARBON MONOXIDEd
SMOKE DETECTOR
COMBO
BATT. BACK-UP W/
WAIDWIRE
INTER -CONNECTED
8HALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
NATURAL- GAS
Il/
OUTLET
tTELEPHONE
JACK
WATER HEATER
IGNITION SOURCE
DISCONNECT
TO BE ELEVATED
AIR CONDITIONING
TO BE 210V UN.O.
DISCONNECT
SEES AHU ON
THISHEET
TELEVISION JACK
CEILING BOX REQUIRED
O
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
J-BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX ICI
D IN
TO BE SUPPORTED IN
X4e
I CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
DESCENT
24' INCANDESCENT
�nng
STRIP
n n n n n n
36' INCANDESCENT
o
LIGHT STRIP
nnn
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KEYPAD
P.B.
PU814-5UTTON
FOR CHIMES
�---►
U55 PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRr—UITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF FBCR
9TH ITION (2020) 4NEC 210.12 2011 ITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• WI + ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 OEM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION MISO13 FBCR 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 FBCR NTH ED (2020).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR 1TH ED (2020),
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
K9G ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2020, 9Lh EDITION R404.1
I
I— — — — — — — — — — — — — — — — — — — — — —
SECOND FLOOR ELECTRICAL PLAN
SCALE: 1/4' = 1'-0'
—--------\\
IDo L
I
1
o�
LED LIGHTING
C� DOUBLE LAV.
BATH "3
Reviewed for Code
ID Compliance
Universal Engineering
Sciences
II
I
I
I
I
I
a
I
I
I
I
�
I
\------'
LED LIGHTING
DOUBLE LAV.
BATH "1
I
I
I
I
11'
I
LED LIGHTING
@ SINGLE LAV.
BATH "4
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. ec LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
MICHAEL C ANDERSDN
AR NO 17305
PRINT DATE: 030421 / /
SCALE: 1/4"=1•-0"
SHEET
E 2
2194 HWY A1A, SUITE 301
MDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
PLUMBING
PLAN
60 MPH EXP.''
ARCH7CT
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
r"j.jm i
DATE: 030421 / /
SCALE:1/4"=1'-0"'
SHEET
pI
F
i
L— — — — — — — — — — _ — — — — — _ _ — — _ _
SECOND FLOOR PLUMBING PLAN
SCALE: 1/4 = V-m'
Reviewed for Code
Compliance
Universal Engineering
Sciences
SUBDIV. & LOT-
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEX •
4EHB
"2605-HAYDEN"
GARAGE S WIN4
RIGHT'
PAGE:
SECOND FLOOR
PLUMBING
PLAN
60 MPH EXP.
A.RCHUECT
STAu'E OF FLOR
MAR 0 g
MICHAEL C. ANDEF
AR NO 17305
DATE: 03/04/21
SCALE: 1/4"=V-0"
SHEET
�2
SiJBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
MECHANICAL
PLAN
60 MPH EXP.
PRINT 0!�04]�21"
DATE• SCALE: 1/SHEET
1\/�
0 El Ell 0 0 0 0 0
I I
I I
I I
0
I
EI
I
5'
I
+
6 I
10x6
-15 CFM
10X( I
20GF
1 GX&
20F
® ®
S
PASS
PASS
S' I
Reviewed for Code
Compliance
Universal Engineering
THRU
THRU
4'
Sciences
3,3 50
5 CFM
I
r
8X
45 CFMN
i i IG
I III II
L TM
I/
1:=== JF
8X4 5'
CFM
------- �45
— —
0
F— 4E� CFM I
+
xro
4FM o
L!
1201
�— J I
5' '15 CFM
5 CFM
I
4 ° 45 CFM loxrb°
5 CFM
.
CFM
El
F�
a
I
O
I 3'
I
45 CFM
0
I
I
12' I I
I I
6
I
16
I
I
0 0 O 0
O 0
0
I—
— — — — — — — — — — — — —
I
— — — — — — — — — — — J
SECOND FLOOR
MECHANICAL PLAN
SCAL3=: 1/4 = V-0'
SVSDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SECOND
FLOOR
MECHANICAL
PLAN
60 MPH EXP.
PRINT
DATE: 03 04 21
SCALE: 1 /4"=1' — 0"
SHEET
2
GI A TG
PER FLR
PLAN IV
1/2' CLG_
1/2' DRYWALL
SECURE BT. —
PLATE TO SLAB
W/ 10d MASONRY
NAIL a 32' OG.
MAX
0'-01
FIN. FLR
165
2X4 WOOD
STUDS e24'
O.G.
SLAB
NOTE. STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' O.G.
TYP. INT. WALL (NON-BRG.
SCALE: 3/4' =1
3 5/8' OR 5 3/8'
1/2' DRYWALL
TOP CHANNEL(25
GA.)
3 5/8' OR 5 3/8"
I/2' DRYWALL
METAL STUDS 24' O C.
20 GA METAL TO BE
INSTALLED IN WALLS
3 5/8' OR
RECEIVING UPPER/
5 3/5,
LOWER CABINETS
BOTTOM
AND TUB/SHOWER 25
CHANNEL
GA. METAL TO BE
(25 GA.)
INSTALLED IN ALL
SECURED
OTHER WALLS. STUDS
TO GONG
TO BE SPACED 16'
FLOOR W/
O.G. AT 2ND FLOOR
3/4' PAF E
WALLS ADJACENT TO
TO WOOD
STAIR WELLS AND
FLOOR W/
BATHROOM WALLS W/
1/4" WOOD
TILE FINISH
SCREW
WOOD BASEBOARD-�_
1-STORY \-FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1A (NON-BRG.)
D1 SCALE- I/2'=1'-0'
FIBERGLASS SHINGLES
BOND BEAM
SOLID GROUT
W/ (0- "5
(2) COURSE
2A)PIPE THROUGH BOND BEAM
D1 J SCALE: 3/4"=1'-0"
WITH UNDERLAYMENT
FIBERGLASS SHINGLES
AS PER FBCR S05.1.1.
WITH UNDERLAYMENT
ROOF SHEATHING
AS PER FBCR S05.1.1.
THICKNESS AS PER
ROOF SHEATHING
SHEET SNi.
THICKNESS AS PER
SECURED PER
SHEET SNi. SECURED
5/8' GYPSUM BOARD
FASTENER SCHEDULE
PER FASTENER
OR 1/2' HIGH
SCHEDULE
STRENGTH CLG.
BOARD
REFERENCE
PER ELEVATION
STRUCTURAL
PRE-ENG TRUSS
SEE ENERGY CODE FORMS FOR
PRE-ENG TRUSS
INSULATION R-VALUES
REFERENCE STRUCTURAL
MTL. DRIP EDGE
MTL. DRIP EDGE
1 _m,
PER ELEVATION
2x FASCIA PER
2x FASCIA PER
ELEVATIONS
p
ELEVATIONS
VENTED SOFFIT
R-4.1 INSULATION
VENTED SOFFIT
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' OG.
1/2' THICK, 2 COAT PORTLAND
8' GMU
CEMENT PLASTER APPLIED
1/2' THICK 2 GOAT PORtLANp
��
DIRECTLY TO MASONRY
CEMENT PLASTER APPLIED
1/2' GYP. WL. BD.
DIRECTLY TO MASONRY
WOOD BASE
0'-0' FIN. FLR
0'-0' FIN. FLR
_OL
°
A
'aa
-.A
e
'
W WINDOW
OPENING TYP.
WALL
SECTION
H
B
NO OPENING
►•10TE;
PER SECTION FBCR 905.1.1 - FOR
ROOF SLOPES 2:12 TO LESS THAN
5
1-STORY HIP BLOCK
WALL
4.12, A (2) LAYER UNDERLAYMENT
p� SCALE: 3/4'-1'-0'
SYSTEM 15 REQUIRED. FOR ROOF
SLOPES OF 4.12 OR GREATER, (I)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM
D226 TYPE 11, ASTM D 4869 TYPE
IV, OR ASTM D 615-7
a
FIBERGLASS SHINGLES—\
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNi
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT-
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR_Jh
8' CMU =
9 11
MA;
13 -��CAULK AND SEAL
TIN
GAS LM
NOT GUT B ER I;' PVC SLEEVE FOR GAS LINE
BOND s cm
4M ems-- In' GYP. III.. 50.
BARS WOOD SAW
a.•
AV
a'
2B GAS LINE THRU BLOCK
D1 SCALeI U7'-I'-ID'
�--2X4 SPF 24' O.G. MAX.—�
SECURE W/ (2) 12d NAILS
a EA. END
2x BLOCKING BETWEEN TRUSSES
--PER STRUCTURAL DETAILS-
-STIFFBACK AT ALL UPRIGHTS —
PER STRUCTURAL DETAILS
-PRE-ENG WD. TRUSS
PER ELEVATION
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR -
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.C.
1/2' GYP. WL. BD.
WOOD BASE
1/2' THICK, 2 COAT -
PORTLAND CEMENT
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 REQ
CORNER BEAD
e' Cm SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REQ.
SEALANT
BACKER ROD
WEATHER STRIP
MOULDM6 ALL
AROUND MY
DOOR MANUI=d
OVERHEAD DOOR
BY OTHERS
3 ) GARAGE DOOR JAMBS
D1 I SCALE: 11/2'=1'-0'
Reviewed for Code
Compliance
Universal Engineering
EY Sciences
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05-1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNi.
SECURED PER
FASTENER SCHEDULE
MTL. DRiP EDGE
5 2x FASCIA PER
Ax. ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
r: ON SHEET SNi.
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
a:
a:
8' CMU
_ L 0'-0' FIN. FLR.
d ^ °_
°
a d°
A W WINDOW OPENING n TYP. WALL SECTION
NO OPENING
n1-ST0RY GABLE BLOCK WALL
SCALE: 3/4' =1' -O'
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 800 or ASTM C920 Class 25 Grade N5
or greater for proper joint expansion and contraction, ASTM C1281, 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 714. 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 #17
PROJECT
04321.200 017R1
MODEL•
4EHB
"2605-HAYDEN"
GARAGE S WING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 214 0
DATE: 03 / /
SCALE: 1 /4"=1' — 0"
SHEET
D
i
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
AS PER FBCR 505.1.1.
ROOF SHEATHING
ROOF SHEATHING
THICKNESS AS PER
THICKNESS AS PER
SHEET SNI. SECURED
SHEET SNI. SECURED
PER FASTENER
PER FASTENER
SCHEDULE
SCHEDULE
PRE-ENG WD-TRUSS
P'ER
PRE-ENG WD. TRUSS
*ER
EVAtION 24' O.G. MAX.
ELEVATION
24' O.C. MAX.
METAL DRIP EDGE
METAL DRIP EDGE
GATT INSULATION
GATT INSULATION
REFER TO ENERGY
REFER TO ENERGY
2x FASCIA PER
GALLS FOR VALUES
GALCS FOR VALUES
ELEVATIONS
2x FASCIA PER H
0
5/8' GYPSUM BOARD ELEVATIONS
, ,
5/8' GYPSUM BOARD
� P
1/2' HIGH STRENGTH
OR TYf=.
OR 1/2' HIGH STRENGTH
SNOVENOD
GLG. BOARD VENTED
GLG. BOARD
1x2 FIRE -STOP SOFFIT
1x2 FIRE -STOP
REFERENCE
STRUCTURAL
R-4.1 INSUL. REFERENCE
+
-4.1 INSUL.
STRUCTURAL
z
a
�
N
w
�
Or
Q
w
g..
Reviewed for Code
w
WINDOW ATTACHMENT Compliance
w
AS PER Universal Engineering
W
MANUFACTURES sciences
w
W
SPECIFICATIONS
a°
REFERENCE
`
3/4' T 4 G SUBFLOOR
t.
STRUCTURAL
GLUED AND NAILED
a
3/4' T 4 G SUBFLOOR
AS PER NAILING
i/2' THICK 2 GOAT tV 1=
GLUED AND NAILED
1/2' THICK, 2 COAT
a�
Z
SCHEDULE
w q
PORTLAND CEMENT tl >
AS PER NAILING PORTLAND CEMENT
SCHEDULE
PLASTER APPLIED
PLASTER APPLIED
DIFrEGTLY TO iu
DIRECTLY TO
w -
MASONRY
MASONRY
p�E�R
.
m
R
IX2 FIRE -STOP
VAtION IX2 FIRE -STOP
S
LEVATION
SEE STRUCTURAL
SEE STRUCTURAL
•• •
ER
ER
LEVATION
LEVATION
+`:
5/8' GYPSUM BOARD
:;
5/8' GYPSUM BOARD
OR 1/2' HIGH STRENGTH GLG.
OR I/2' HIGH STRENGTH
BOARD
,;
CLG.50ARD
ER
_
LEVATION
IX2 FIRE -STOP
IX2 FIRE -STOP
R-4.1 INSUL.
R-4.1 INSUL.
O
�
Q
�
>
w
w
w
CIL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE STRUCTURAL
1/2' THICK, 2 COAT -_""
OAT
1/2' THICK, 2 GOAT
a
PORTLAND CEMENT 4
1x2 P.T. FURRING PORTLAND CEMENT
1x2 P.T. FURRING
PLASTER APPLIED
STRIPS + 24' O.C.PLASTER APPLIED
STRIPS 24' O.C.
DIRECTLY TODIRECTLY
To
8' GMU
MASONRY
S'GMU MASONRY
�
1/2' GYP. WL. BD.
1/2' GYP. WL. BD.
WOOD BASE
WOOD BASE
IX2 FIRE -STOP
IX2 FIRE -STOP
atl ' . °
Q
. sd A.
LI1N
a.
<_
a;
lA W WINDOW OPE
NING 1B WITHOUT
WINDOW
OPENING
2-STORY FIRST FLOOR BLOCK
SECOND FLOOR BLOCK
SCALE: 3/4'=I'-0'
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 #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
n2605—HAYDEN"
160
ARAGE SWING:
RIGHT
PAGE:
DETAILS
MPH EXP.
ARCHITECT
STATE OF FLORIDA
MAR 0 g 2021
MICHAEL C. ANDERSON
AR NO 17305 .411
PRINT DATE: 03 04 21
SCALE: 1/4"=1'-0"
SHEET
�2
TOP:
2X6 P.T.. CENTER OF DOOR HEADER SECURED
W/ (1) 1/2, X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/8' WASHER 4 NUT
OR
W/ (2) 1/2' X 8' ANCHOR BOLTS
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/5, WASHER 4 NUT-7
'SECURE 2x4 ONE'
0 FLAT TO BLK 0
W/ MASONRY
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
0 W/ (5) 1/21 X 8' J-BOLT OR ANCHOR (]
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2'
X 2' X 1/5' WASHER 4 NUT. (U WITHIN
8' OF TOP, (1) WITHIN 8' OF THE BTM,
(3) EVENLY SPACED.
0
IN
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 18' O.G. MAX SPACING
0
A
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
BUCK ATTACHMENT
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 1/49
DOOR JAMB TO BLOCK +3/4" OR +5/4"
ti WINDOW TO BLOCK +3/4" OR +5/4"
2X4: CM
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH
END 4 IS' O.C. MAX
SPACING.
2X6: 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 IS' O.G. MAX SPACING.
2X8: CIM
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 18' O.C. MAX
SPACINGS.
aB' CMU
1/2' DRYWALL
I'X4'
❑
P.T. NAILER
DOOR CASINGS
DOOR JAMB OR WINDOW
ATTACa TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 1/2"
D WINDOW TO BLOCK +1.1 2"
2X4:
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END a 18' O.G. MAX
SPACING.
2X6: 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 18' O.C. 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 18' O.G. MAX
SPACING.
B' CMU
❑
1/2' DRYWALL
I'X4'
P.T. NAILER
T/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 1/49
DOOR JAMB TO BLOCK +1 15/16"
C WINDOW TO BLOCK +1 15/16"
2X4:
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X(P: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCON5
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING
2X8: CEM
SECURE TO BLOCK
W/(2) 3/1W TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-5TRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
e' 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 1/4')
DOOR JAMB TO BLOCK +2 1/4-
WINDOW TO BLOCK +2 1/4"__
2X4: CM
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN W OF EACH
END 4 IB' O.G. MAX
SPACING.
2X6: ME
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN W OF EACH END
4 18' O.C. MAX SPACING-
2X8: cmm
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 18' O.G. MAX
SPACING.
8' CMU
❑ 1/2' DRYWALL
,'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 1/49
DOOR JAMB TO BLOCK +3"
E
2X4: CE
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.G. MAX
SPACING_
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCON5
(MIN. SWANK SIZE .145
MIN. HEAD SIZE 300
MIN_ EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.C. MAX SPACING:.
2X8: CSM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
8' CMU
1/2' DRYWALL
10
P.T.-T.
NAILER
DOOR CASING
2ND 2X SECURE TO STRUCTURAL
MEMBER W/(2JI2d WITHIN 8'
OF EACH END 4 6' TO 8' O.C. MAX
�— DOOR JAMB OR WINDOW
ATTACH TO 2X PER
NOTE: SHIM AS NEEDED TO PLUMB MANUFACTURES DETAILS.
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3"
,:
F
2x4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN OR OF EACH
END 4 18' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
WK2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 1/4' TAPCONS
(MIINL SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN W OF EACH END
4 18' O.G. MAX
SPACING.
B' CMU
r1/2' DRYWALL
I'X4'
P.T. NAILER
1/16' 0.5.15. X 4' MIN.
z— 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"
G 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
SPACING.
2X6: CM
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/40)
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(.2) 1/4' 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.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
I —NI a' CMU
1/2' DRYWALL
11 I'X4'
P.T. NAILER
1' P.T. X 4' MIN.
U 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 3/4"
n WINDOW TO BLOCK +3 3/4"
Reviewed for Code
Compliance
Universal Engineering
Sciences
CMU
j' DRYWALL
------- IX FURRING
`RIP 2XIO TO
DOOR 8-1/81W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
OKREQUIREMENTS
N.T.B.
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. a b d e s i g n g r o u p. co m
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHfTECT-
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDEF
AR NO 17305
r1s`i', A DATE: 03 04 21
SCALE: 1 /4"=1' — 0"
SHEET
�3
OI. FOLD INWARD • PT- A
OL FOLD INII141D •
PT- A
2. 0111EASE • PT. B
3. CREASE. PT. C
i
SHINGLE ROOFING
DRIP EDGE. OVERLAP 3,
EXTEND 12'15ELOW
SHEATHING, MECHANICALLY
FASTEN 4' O,C. MAX.
OL FOLD INWARD • PT. A
2. CREASE • PT. B
LA
®
L FOLD INWARD • Pr. A
2. CREASE • PT. B
S. CREASE • PT. C
4. FOLD PT. C OVER Pr.
B TILL PT. C TOUCHES
BOTTOM FLANGE
}' TI 10e, 3 COAT CEMENT
PLASTER (FRAMER,, 12' 2 COAT
CEMENT PLASTER (CMU)
///---UM LAYER 02, FORNFIMIER
/ SUL01ING PAPER (FRAME of LY)
UAFB LAYER;
STUCCO LAM;
(FRAME ONLY)
LAP LAYERS OF BUILDING WRAP
OVER NAILMG FLANGE, STOP
WI® APPROX. I N ABOVE
SHINGLES MRA Ei ONLY)
FRAME OR CMU
EXTERIORSCREED
�{—Sxb WAN- FLASI-IMG
i
FASCIA WRAP
IClac-CUT FLAS14W, roe
DETAIL)
-_ L WATER TIGHT
SEAL. FOLD. QQ
hQL CUT.
n KIC KO UT
DETAIL
A
I I
WOOD SHEATHING
OR CMU
WR5 LATER $1,
STUCCO WRAP (FRAME ONLY)
J" THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WR5 E TAPE OVER
ROOF/WALL SCREED
S
z 511X5' "L" TYPE CONTINUOUS
GALV. METAL FLASHING
z (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
7) L ) )
(:
5 N.T.S.
ROOF PER ELEVATIONS
FLASHING
Reviewed for Code
1B Compliance
Universal Engineering
Sciences
LEGENITJ-
DRAINAGE PLANE (UJRB
LAYER °I, STUCCO WRAP)
WRB LATER 1*2 (FORT11=15ER
BU ILD INCH P4PER)
1�CETAL LATH X X X X
STUCCO a...;..:... , .
a
WOOD OR -i/1ro zIP WALL
SHEATHING
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
r'IET)4L LATH: LATH TO 5E PER SECTION
R103-1.1 / )4STl l C-841-14a/ 1"IIN. 2.5 L5S.
PER SO. �T ARD (UTILIT'' OR NOi„IINAL
LATH DOES NOT 1"IEET SPECIFICATIONS)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP.
ARCHRECT:
STATE OF FLORIDA
MAR 0 g 2021
MICHAEL C. ANDERSON
AR NO 17305
r"&A� `
DATE: 030421 /
SCALE: 1/4"=1'-0" 1
SHEET
WAI
T.
LEGEND
DRAINAGE PLANE (WRB
LATER 01, STUCCO WRAP)
WRB LATER 02 (PORTF15ER — - — - — - — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO � • e
•�I� •- - ' %////////////
6EL1=-ADHE5IVE FLASHING — — — — NOTE -
METAL LATH: LATH TO BE PER SECTION
R-103.1.1 / ASTM C-54-1-14a, MIN. 2.5 L5S.
PER 5Q. TARD (UTILITT OR NOMINAL
LATH DOES NOT MEET SPEC11=1CATION5)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL
1
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
ELEC. METEF
VERIFY LO
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP E SIDES
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT) WOOD
CONSTRUCTION
SEALANT
$ GMu
TOP E SIDES
T (BLOCK) :.
F_ — 7
r- -�
A VENT PENETRATION
SCALE: N.T S.
/AMM A I Cl i4<t L1= I V I=
STUCCO SCRATCH COAT
E 1 COAT OF PAINT W/5,4C<-
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 BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
'°' �� At c-' ice" '�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
COM80 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 'M,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEURAP
BELOW
CUT SUCH l
NO MEMBFe
ENTERS E
APPLY TO F
E
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
ST F #1
STF *13
WOOD SHEATHING
WR5 LAYER "I,
STUCCO WRAP
WRf3 LAYER n, FORTIFIBER
BUILDING PAPER
METAL LATH
-1/8' TEXTURED
FINISH ® WOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER ® 7' O.G. MAX
V TO J¢' MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
FINISH 4P
76 HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
WRB LAYER 01,
STUCCO WRAP
CUT "X' INTO
SELF -ADHERING
MEMBRANE FLASHING:
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB
LAYER "1
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5T f= *'F-�
(:) C� ELECTRICAL
c
IIn
57f=:> ;*2
I
WRB LAYER 01,
STUCCO WRAP
SELF-ADHERING
MEMBRANE FLASHING
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
STEF
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TF #6
RECEPTACLE
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
Si7HDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MO DEL:
4EHB
f'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
rimAsm • 2104
DATE: 03 / /
I SCALE:1/4"=1'-0"'
m
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB,
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
60 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
/ A /
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 04 21
DATE: / /
SCALE: 1/4"=1'-0"
illi
�, 'g
a
2x6 SUB -BAND
W/1 "x4" NOTCH a
END, WRAPPED IN
R=1=1 4 STICK
DRIP EDGE
1/8" TEXTURED
FINISH a WOOD
1/2' TEXTURED
FINISH @ CMU
METAL FASCIA \
WRAP Yell FROM \\
STUCCO, 1" FROM \
WOOD WALL \
� 1
EXTERIOR WALL \
\
(FRAME OR CMU) \
NOTE: NOTCH FOR 2X6
SUB BAND ONLY
�ELEVATION_
�= I AN]
METAL FASCIA WRAP
2X6 SUH
\
\
\
Q
m�
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, 1" OFF WALL
tNOT INTO STUCCO)
�— 11/5" TEXTURED FINISH
WOOD, 1/2" TEXTURED
FINISH 6 CMU
�— 2x6 SUB -BAND W/Vx4" NOTCH
END, WRAPPED IN PEEL 4 STICK
\ —METAL FASCIA WRAP 1" OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
'1/8' TEXTURED
FINISH ® WOOD,
1/2' TEXTURED
FINISH ® CMU
METAL LATH
WOOD SHEATHING
OR CMU
WR5 LAYER *I,
STUCCO WRAP (FRAME ONLY)
WRB LAYER 02, FORTIFI5ER
IBUILDING PAPER
(FRAME ONLY)
ROOF-ING CEMENT
DRIP EDGE
METAL KICK OUT
PRE-ENG'D TRUSS TO BE CUT
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' - m "
SCABBED TO TRUSS
W/12d NAILS 6"-8'
O.G. MAX.
2x SUB -BAND W/lY"x4"
NOTCH s END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND _ DETAIL CE) WALL
SUB BAND DETAIL ® WALL
W./KICK-OUT-
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY"x4" NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
Reviewed for Code
Compliance
Universal Engineering
1B Sciences
OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
1"IETAL FLASHING, WRAPPED
MIN.4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/l 'X4" NOTCH 'a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT IV
ROOF EDGE
OMITTED FOR
CLARITY
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE STATING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
60 MPH EXP.
ARCHffECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO T7305
L xM N-i' 2104
DATE: 03 / /
SCALE: 1/4"=1'-0"'
SHEET
A6
39'-8"
1'-10" 10'-0" 2T-10'
4, 7'-4" 4"
FM-12X18
00 oil
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4" 10'-0" '-4" 5'-4" '-4" 20' 4"
18'-0" 21'-8"
39'_8"
FOUNDATION PLAN
SCALE: 1/4" = T-0"
11'-10"
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5
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9'_4"
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1
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2, TOP OF FINISHED SLAB SHALL BE+-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT,
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS,
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATES #5 BAR, EIINDICATES #6 BARAINDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90'
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15, STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
T-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
Reviewed for Code
Compliance
Universal Engineering
Sciences
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1 AxW1.4 OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING PROVIDE CORNER BARS, SAME SIZE QUANTITY SCHEDULE FOUNDATION.
OLEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-12x18
12"
CONTINUOUS
18"
(2) #5's
-
FM-16x18
16"
CONTINUOUS
18"
-
(2) #S's
_
FM-20x18
20"
CONTINUOUS
18"
-
(2) #5's
_
FMC-16x18
16"
CONTINUOUS
18"
-
(2) #5's
-
VARIES
CW-12x12
12"
SEE PLAN
12"
-
(2) #5's
(+)0"-0"
CWC-12x12
12"
SEE PLAN
12"
-
(2) #5's
-
VARIES
F-24x24
24"
24"
12"
1 (2) #5'S
(2) #5's
_
(+)0"-0"
TE-1
8"
SEE PLAN
8"1
-
(1) #5's
(_)0"_4"
SECURE
STRAP TO
AlG SIMPSON WB
CONC. W/
UNIT ROLL STRAP OR
(2)-3/16'X2'
EQUAL @ EACH
TAP —CONS
CORNER OF
UNIT
CONC,
SECURE STRAP TO
SLAB
UNITS W/ (2) #Bx1
1/4 SHT MTL
SCREWS
A/C CONNECTION
TO PAD DETAIL
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
IUBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT*
04321.200 017R1
MODEL:
4EHB
"2605- HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE:03/04/21
SCALE: 1 /4"=1' - 0'-
SHEET
S 1
r
1 '
yl
Z
STEEL REINFORCING IN GROUTED
Q CELL SEE PLAN FOR SIZE AND
a} SPACING REQUIREMENTS
F
.� m W
f
co J
v a
W z 8 CMU WALL'
co
i'
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5
,e a
SEE SLAB SCHEDULE
EXT. PORCH SLAB d °
W/ 1/2" ISOLATION A a 4" CHAMFE� (1; STORY)
° 6" CHAMFE (2-STORY)
JOINT (WHERE '
APPLICABLE) Z SEE SCHEDULE
2 FOR WxD, BAR,, SIZE
AND BAR QUANTITY
TOP OF
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
EXTERIOR MONO -FOOTING
SCALE: 3/4"=l'-0"
I
2"CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
SECURE FLANGE TO
SLAB UW(4) 1/4" X 2 1/4"
TAPCONS
5 BOLLARD
SCALE: 3/4"=1'-0"
i
LAP P PLATE A MIN. OF48"
AND N L W/ 16d COMMON
NAILS, 2-. OWS, 4" O/C BTM.
LAP TO OC R OVER STUD
2x4 OR 2x6 W00 BEARING —
WALL W/ SYP No 2 LIDS
SEE
PLANS FOR SPACIN SINGLE
BTM PLATE TO BE PT.
PROVIDE DBL TOP PLAT
+_ u -u-
TOP OF SLAB -
VERIFY HEIGHT
OF WALL W/PLAN
PROVIDE BLOCKING
SECURE RT. P E TO
S /10d SONRY NAIL
"0/ T GERED.
A T L METAL
C N TORS NOT
R RED WHEN NO
FT IS PRESENT.
SEE SLAB SCHEDULE
aq
® SEE SCHEDULE
FOR WxD, BAR SIZE
D BAR QUANTITY
9 INTE R FOUNDATION OD WALL
SCALE:3/4"=1'-0" (NO 16 PLIF'Ir
Z
I`
STEEL REINFORCING IN GROUTED
Q a
CELL SEE PLAN FOR SIZE AND
CL}
SPACING REQUIREMENTS
'.
m W
V J
a
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Q
0
8" CMU WALL
b Z
M
°
a
SEE SLAB SCHEDULE
a ....
EXT. PORCH SLAB
4" CHAMFER (1-STORY)
W/ 112" ISOLATION
e'O
6" CHAMFER (2-STORY)
JOINT (WHERE
; • •
SEE SCHEDULE
APPLICABLE)
Q'
FOR WXD, BAR SIZE
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EXTERIOR
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2('�
@ GARAGE scALE: 3/4"=
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a I
5; cn
NEW REINF. BAR
1 0 a
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SECURED W/2-PART
I
EPDXY. MIN. EMBED
J
8" UNO
Q
Q O FOLLOW ALL MANF.
m: QI SPECIFICATIONS FOR
00 USE AND
H m PREPARATION OF
Za HOLE.
J
QQ
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
ADDING BAR TO
MONOLITHIC FOUNDATION
SCALE: 3/4"=l'-0"
POURED LI
NYP.
o. 8" CMU F L
C YP.)
2X W L FR
MI
1/ 'DIA.
N STB2 BOLTS 5"
MIN UM E
EDMENT INTO
GRO ELL, 4" FROM ENDS AND
�16" O.0 RTICALLY MAX
0
INTER R FRAME BRIG W L TO
::)7 BLO K WALL CONNECTION
SCALE: 3/4"=1 `-0"
+ 00"
TOP OF SLAB
--U)4ARIES
' OF GARAGE
30"
MIN. EACH WAY
— MONOLITHIC FOOTING
. P v
�Q ��
IpI. F
o.I FM
CORNER BARS, SAME SIZE AS LARGER BAR
°I IN FOUNDATION WITH 30" LEG EACH
WAY AT ALL CHANGES IN DIRECTIONS
ev I> vl SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
CONlNUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS lie. 2 TO 3, PROVIDE 2 BARS), LINO
MONOLITHIC FOUNDATION
3 CORNER BARS DETAIL
SCALE: 3/4"=V4.
RECESS AROUND GARAGE
�� DOOR OPENING
V / SCALE: 3/4"=1'-0"
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
-BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO
SLAB W/10d MASONRY
NAIL 16"NA STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
`w\) REQUIRED WHEN NO
w UPLIFT IS PRESENT.
a SEE SLAB SCHEDULE
Q
of j
+- T-0"
TOP OF SLAB '
d a
a�4
.T�4
• �46 A '..
EQ. EQ. SEE SCHEDULE
FOR WXD, BAR SIZE
AND BAR QUANTITY
$ INTERIOR CURB FOUNDATION WOOD WALL
SCALE: 3/4"=1 '-o (NO UPLIFT)
Ir"'.. Reviewed for Code
Universal Engineering
Sciences '
Z
gz STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
0 CL SPACING REQUIREMENTS
m W
V J
Z 8" CMU WALLAk
.
TOP OF SLAB a a . , ° ' ° 'q' TOP OF SLAB
e. e
a ' a -SEE SLAB SCHEDULE Z d ° a ° ` °a
nd:EXT. PORCH SLAB A a -4" CHAMFER (1-STORY)
W/ 1/2" ISOLATION 6" CHAMFER (2-STORY)
JOINT (WHERE 0
APPLICABLE) Z_ ° - -MATCH STEEL
REINFORCEMENT
6" PVC CHASE PER SCHEDULE
THRU FOOTING
0 i° "h d '
e .° d
°
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B" PVC CHASE THRU FOOTING
MATCH STEEL
SEE SCHEDULE REINFORCEMENT
FOR WXD,;BAR SIZE PER SCHEDULE
AND BAR QUANTITY PVC CHASE
THRU FOOTING
12
SCALE: 3/4"=1'-0"
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
FOR
NRY
SET
EV:
2194 H WY A1A, SUITE 301
INDIAN HARE UIR BEACH,
FLORIDA,
PH: 321-802.3591
www.abdesigI g,oup.com
AA #: 0003325
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CREEKSIDE
PHASE 2
-LOT #I7
PROJECT# j
04321.200 017R1
MODEL
4EHB
"2605-HAYDEN"
GARAGE SWING: 5
RIGHT
PAGE:
DETAII.S
3
60 MPH EXT', Q;
ARCHITEr.
*�f
MAR bE 2021
MICHAEL C. AN RSON
AR NO 17305
PRINT 21 04
DATE: 03 / /
SCALE: 1/4"=1'-0"
SHEET
SI
24'-4" _
6 _D
IF11 IS 10 OF M
28'-2' -
ao 29,_4"
36'-2"
3T-6"
0
;n
IT
N
N
00
' N
Reviewed for Code
Compliance
Universal Engineering
Sciences
O — o
M
in
N
0
N
V
17'-4"
13'-3"
N
Eli U1 0 0
3, 4 d
1 D'-0" �
2'-6"
19'-2"
1 T_8„ � -
12'-4"
FIRST FLOOR DOWEL PLAN
SCALE: 1/4" = 1'-0"
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. & LOOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODElz
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
DOWEL
PLAN
60 MPH EXP.
ARCHTECT-
STATE OF FLOF
7
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305mm
PRINT 2104
DATE: 03 / /
SCALY: 1 /4"=1' - 0"
SHEET
S1. 2
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
I .I, VARIES PER ELEV.
°
.Q p.
p d.a
° °,
° '
N
°
Q rJAmV
^
p °-
d. e
COO
U
HORIZONTAL/VERTICAL
REINFORCING
SCALE: 3/4"=1'-0"
CLEAN OUT REQUIRED
FOR INSPECTION
0'-0" FIN. FLR.
TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
WW
0
U
NEW REINF. BAR
O
a
SECURED W/2-PART
0-
a
I
EPDXY. MIN. EMBED
6", UNO
J
FOLLOW ALL MANF.
2
¢
0
I
SPECIFICATIONS FOR
_
E
USE AND
F
Q
PREPARATION OF
0
Z
m
HOLE.
W
cc
"'
4}.
Q
a
_
STEEL REINF. OF
BOND. BEAM
ADDING BAR TO
4 BOND BEAM
SCALE: 3/4"=1'-0"
OFFSET METHOD
HORIZONTAL/VERTICAL
REINFORCING
SCALE: 3/4"=1'-0"
CONTINUOUS
METHOD
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
#5 BARS
FEI
I. 8"
CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
OMASONRY SYMBOLS
\ 3 SCALE:3/4"=1'-0"
Reviewed for Code
93 Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
sysDly 8e LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHFECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305 J
DATE: 03/04/21
SCALE: 1/4rr=V-01
SIMET
S1. 2 L S
I
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 REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4, ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" " x 2 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 O'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
DESCR PTION
REMARK
1D
(2) 2X8
BEAM SCHEDULE
RZRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O L = BOTTOM OF LINTEL / T O A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
fc (psi)
SIZE' ZE
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x16
—
(1) #5
(1) #5
NIA
—
GROUTED SOLID
BB2
MASONRY
3000
8x8
—
1, (1) #5
1 —
N/A
—
GROUTED SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
8F16/1 T/1 M/OB
8F16/lT/OM/OB 8F16/1T/0M/0B 1T/OM/OB r IrvIOnGU UHKiiUC JL/Ab
FIRST FLOOR LIFT BEAM PLAN
SCALE 1/4" = V-0"
Reviewed for Code
91 Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www, a bd es i g ngrou p. co m
AA #: 0003325
SIJBDIV. de LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST FLOOR
LIFT BEAM
PLAN AND
NOTES
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE 03/04/21
SCALE: 1 /4"=1' — 0"
SHEET
NOTES TO THE INSPECTOR/CONTRACTOR
TYP.8' � 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING$
PLACE STEEL HEIGHT.
pF 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 ki
1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"
5. SHOULD THE DOUBLE BONI) BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
0 COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
#5 CORNER BAR W/ 30" LAP FOR EACH REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE -1 #5
COURSE OF BOND BEAM TOP OF THE LINTEL. 8
�X��Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. —
VERTICAL REBAR W/ 10" HOOK / P�S�Q�Q BEA8x16 DBL. BOND TOP M
BEAM W/ (1) #5 BAR .•'- BOND BEAM
EACH COURSE
t •
�Y�G 8x8 BOND BEAM _ TOP OF
-
'' �• • � W/ (1) #5 BAR BOND BEAM-
. F = FILLED W/ GROUT,
30" TYPICIL I ��p U = UNFILLED GROUT SOLID FROM TO OPENING
fA0 NOMINAL LINTEL TO TOP OF BOND
_VI/l WIDTH # OF #5'S, IN 2ND BOND BEAM. IF FILLED LINTEL.
BEAM COURSE SEE NOTE 5
#5 BAR IN BOND BEAM --
A �X� 1NCRETE
6-1 T/1 M/OB LINTEL 1(1)#5AST OAR(L2)
ram. FLU LINTEL W/ F #5 BAR WIDTH
MASONRY
NOMINAL �� LENGTH - BAR =WIDTH OF BEAM DESIGNATION
QQ HEIGHT # OF #5'S, TOP OPENING - 2"
CORNER IS ENGINEER'S INTENT BOND BEAM COURSE
OR
T 2
THAT XFXX - 1 T/1MlOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
REINFORCING OF BOND BEAM ANDxFxx-1T/OM/oBINDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL. W/OSTEEL (L1)REFER ..
1 11 IS THIS ENGINEER'S INTEN I TO PLAN FOR LOCATIONS TOP
AND XUXX - 1111M/OB INDICAT ES A DOUBLE BOND BEAM ABOVE UNFILLED SCALE 3l4"=1'-O"
OF OPENING 4-
LINTEL
AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
SINGLE BOND BEAM
AT HIGHER ELEVATION
WINDOW
SINGLE BOND BEAM
AT LOWER ELEVATION
#5 BAR BENT
ASSHOWN PRE -CAST ff
WINDOW zSILL
LOPE
y 701,L 6
O
OPEN FACE SHELL SO
AS TO ALLOW BENT
BAR TO BE PLACED IN
UPPER AND LOWER #5 MIN. REQUIRED IN
Reviewed for Code
BOND BEAM EACH CELL HOOKED IN
Compliance
TOP BOND BEAM W/
STANDARD ACI HOOK TYPICAL MASONRY WINDOW Universal Engineering
Sciences
CORNER BARS 4 SILL CONSTRUCTION
SCALE: 1 V2"=1'-0"
3 AT CORNER STEP
SCALE: 3/4"=1'-0"
de
0
0
SINGLE #5 CORNER I
BAR, 30x30 TURNED UP
Sa
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
°
0
Ed
o
0
0
0
PROVIDE #5 BAR
AT EACH SIDE
°
TE:
• 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:
de = END DISTANCE
Is's. = SPACING BETWEEN ADJACENT FASTENERS
A ROW
s, SPACING BETWEEN ROWS OF FASTENERS
ed = GE DISTANCE
STEEL REINF. OF OF ELEVATION o
BOND. BEAM CHANGE -MUST HAVE 2 OR MORE LONGITUDINAL
CHANGE IN ROWS OF NAILS
ELEVATION OF BOND BEAM DOUBLE STUD W/ 10d NAIL ATTACH NT
7 SCALE: 3/4"=V-0" 8 SCALE: N.T.S.
c
P
WOODOMTM
FASIF.N6iSPACING
de =2" MIN. 2 4" M
\M214
sa=2n'"MIN,
sr MA
_1441N,23 M
de =2 IN. 2 AX
s, = 2 41" 9" MAX
C42d
- 'MIN, 2 z AX*
d=q"MIN, 22'M
de =2" MIN, 2 4' MAX
s. = 2 a" MIN, 9" MAX
2d
s, =1 z" MIN, 2 2" MAX'
ed = 4" MIN, 2 z" MAX
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
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
PRINT 2104
DATE: 03 / /
SCALE: 1/4$,=V-0"
SHEET
S2•IA
Q
a
I
a
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR FE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
SU8
8/8-OB
16-1T/OB
0.1T/OB
1T/0B
1T/OB
2-1T/0B
TYPE
LENGTH
8/8 PLAIN
8�8 SOLID
TYPE
LENGTH
�'tT
8116-1T
8/ZO.1T
824-1T
8!2&1T
8/32-lT
6/8-zr
8/16.2T
8na2T
8n4-2T
8rz8-2T
8W-2T
Bl8-1B
16.1T/1
1T/1B
tT/1B
8-tT/1s
-lute
T-6" PRECAST
1436
9ii
3114
4217
5321
6428
7531
T-6w PRECAST
689
1024
31-V PRECAST
1569
3624
4394
5283
6132
7001
1569
3524
4394
5263
6132
7001
2465
6113
6385
TM8
9031
10000
4'-0" PRECAST
10�r
700
2305
3125
3945
4785
5587
4'-0" PRECAST
514
763
4'-0" PRECAST
1363
3816
4RO
5326
6079
1363
_3000
3080
3815
4670
5325
6079
1961
6113
7192
8524
7627
8751
4'-W PRECAST
819
533
1770
24M
31=1
3666
4300
4'-6" PRECAST
398
591
4'-W PRECAST
1207
2582
3376
4043
4711
5379
1207
2707
3375
4043
4711
5379
1625
6743t5476752
6541
7565
6 4" PRECAST
931
1247
t9993123
3888
4249
5, A" PRECAST
411
411
V-4' PRECAST
1016
1806
2374
2944
3513
4084
1016
2276
2838
3399
3961
4084
1319
44607342
6780
6259
5'-10" PRECAST
817
1024
1631
2649
3009
3470
5'-10" PRECAST
340
339
1
SAW PRECAST
909
1499
1971
2443
2916
3387
929 1
2080
2593
3107
3820
4133
1761
3893
6036
6548
57T6
W-W PRECAST
692
1139
3227
3031
3707
4383
6061
V-6w PRECAST
410
1835
721
6'-W PRECAST
836
1201
1676 1
1965
2332
2709
1888
2329
2790
3251
3712
1139
3227
4598
7054
10000
8825
T$" PRECAST
570
938
2498
2205 1
2898
3191
3685
T-6m PRECAST
303
534
7'4r PRECAST
716
900
1181
1462
1743
2025
727
1624
_ 2026
2426
2827
3228
N8
2498
3408
4864
7067
6472 1
9'-4" PRECAST
428
633
1593
2204
2481
2818
2621
9'�" PRECAST
192
384
9'-4" PRECAST
454
586
767
948
1129
1310
572
—
1318
1643
1969
2164
2519
639 1
1674
2298
=1
4099
4899
10'-0" PRECAST
388
487
1247
1767
1904
2163
2028
10'-0" PRECAST
151
301
101-W PRECAST
_^
356
488
612
755
899
1042
604
1180
1472
1T63
1710
1989
550
1407
1897
2781
3222
3784
11'-4" PRECAST
330
644
1312V17422252
2868
36W
11, 4" PRECAST
132
417
11'4" PRECAST
430
406
630
653
777
872
486
1042.
1372
1643
1470
1710
5"
13122252
2868
3552
12'-0" PRECAST
308
507
1210
20482586
3191
12'-0" PRECAST
111
370
12'-0" PRECAST440
383
366
476
587
698
783507
1300
1560
1314
1476
1210
2048
2586
3171
13'�" PRECAST
270
433
1045
1732
2157
2535
13'-4" PRECAST
82
298
13'�" PRECAST
308
303
393
484575
645
396
780
1057
1312
1071
1203
414
1046
1732
2916
2805
14'-0" PRECAST
254
388
978
1272
INS
1988
2279
14'-0" PRECAST
71
293
1N-0" PRECAST
279
278
360
443
528
809
378
717
961
1192
975
1133
390
976
1272
1606
1950
2389
141-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'-0" PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
422
506
626
746
865
4bS
1079
1429
1824
2277
2712
246
663
980
1237
1474
1715
15'�" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
15,-4" PRESTRESSED
N.R.
252
15'4" PRESTRESSED
_
224
387
464
574
am
793
230
616
908
1134
1353
1572
412
1014
1340
1703
2118
2513
1T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
iT-4" PRESTRESSED
N.R.
183
iT�" PRESTRESSED
187
328
365
461
587
880
192
506
720
501
1135
1312
300
856
1121
1413
1739
2047
19'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
IV-40 PRESTRESSED
N.R.
148
1W-4w PRESTRESSED
162
266
348
430
513
595
166
429
623
803
950
1098
235
736
959
1200
1467
1716
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21'-4" PRESTRESSED
N.R.
125
21'4" PRESTRESSED
142
219
308
381
464
527
142
373
537
690
816
943
180
598
833
1038
1168
1488
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0" PRESTRESSED
N.R.
116
� "
22 -0 PRESTRESSED
_
137
226
290
359
428
497
137
358
513
659
779
900
165
550
T84
992
1203
1361
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
24'-0" PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
360
418
124
1 319
455
581
687
793
129
450
654
824
1014
1147
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S 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
Reviewed for Code
Compliance
Universal Engineering
bu Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SIMDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
SAFE LOAD
TABLES
60 MPH EXP.
ARCHITECT:
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT 03 04 21
DATE• / /
SCALE: 1/4"=1'-0"
SHEET
Ste 2
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10dx 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W1 (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 REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TOIITRUSS 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 ATTOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8, LINTELS SHALL HAVE 4" NOMINAL BEARING (III
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN;NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, ,177" ° x 2 7/8" LONG, WITH WASHER @ 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 U-d", FINISH FLOOR. UNLESS
NOTED OTHERWISE. I-
GIRDER/TRUSS
TRUSSESw/2X4
14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING
WI
BOTTOM
BOTTOM CHORD
SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC
CHORD
PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING, 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 CONDITIONS SUCH AS INTERFERENCES WITH TRUSS
2x4 SCAB NAILED
TO
DIAGONAL
WEBBING, SHEETING ETC IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
END JACK
TRUS
CHO
Bo
D W/111N
OM
(4) 10d
BRACING/BOTTOM
IN
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE
CHORD BRACING
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
WHERE APPLICABLE NAIL
FOR
EACH
CHO D CONNECTION
BM1 TO CMU WALLW/
SIMPSON LGUM46SDS W/ (4) V x4"
TRENHID ANCHORS AND
DISSIMILAR BOTTOM CHORD
BRACING ® END
TRUSS MANUFACTURER I ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
$' I
A
(4) Y, x 2 Y SDS SCREWS TO BM,
TRUSSES III
GIRDER/TRUSS
TRUSSES W(2X4
BOTTOM CHORD
W/2X6 BOTTOM
BOTTOM CHORD
CHORD
10B
DIAGONAL
2x45CAB.NAILED To
IAGONAL
BRACING/BOTTOM.
TRUSS BOTTOM CHOR
BRACING/BOTTOM
CHORD BRACING
W/MIN (4) 10d NAILS
CHORD BRACING
FOR EACH CHORD
CONNECTION
DISSIMILAR
BOTTOM CHORD BRACING @ MID RUN
B
corvrwLDq E m/z]n02o
,
SIM SON
I
CONNECTOR EST EDULE
MiTek USE SIMPSON
MITek USP
DES
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UpLFr
GRAVITY
FAsrexerz
Fg1rkNER
HTA 1618
1625
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HHHR X 1121 PEY,(7) lid 2.PLV EMBEp4"
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WOOD(8)IN MASONRY(2)3/4"AIR
WOOD (8) HIS, MA50NflY(2)3/4"ATR
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(115/8•`A.TH IN H IGH STEP NOT. EPO%Y(MIN63X' EMB
(2)3/4-A III IN H IG H STRENGTH F ROPY (MIN: 12-
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FLORIDA 82937
PH: 321-802-3591
.1 www.abdesigngroup.com
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2x SECURED W/ (3) 16d
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12" O/C
PLYWOOD SHEATHING, SEE
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SHEATHING
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NOTE: APTSYP#22"x4".
6", 8" x 4'-0" MAY BE ADDED
W/ 1 Od NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES @ 24" O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
MASONRY BOND BEAM
SEE SCHEDULE
A ALLOWABLE UPLIFT = U 1810 LBS, L:770 LBS (1 PLY)'
B ALLOWABLE UPLIFT = U2365 LBS, L:1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT =, U2705 LBS (2 PLY)
n
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NOTE: APT SYP #2 2" x4",
(9) 10d x 1 4' NAILS TO
6", 8" x 4'-0" MAY BE ADDED
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W/ 10d NAILS, 2 ROWS, 3"
MINIMUM CONCRETE
O/C TO FACILITATE ONE
EMBEDMENT. USED IN
ADDITIONAL PLY MAX. TO
CONJUNCTION WITH
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TIEDOWN REQUIREMENTS.
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SEE ARCHITECTURAL
3" TO GIRDER
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2x SECURED W/ (3) 16d
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MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS
BEAM ENSURE THAT CELLS ARE GROUTED
12" O/C
SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.)
TYPICAL ROOF
2a
2b
2c
SCALE:3l4"=,'-0"
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A - SIMPSON IUS1.81/16 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) 16d 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, 5"
MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
FL#25749
E - SIMPSON MIU4.75/16 G < 3455 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"=V-0"
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OR 10'4" MAX (W/2X4)
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TRUSS AND (4) 1/4" x 2 1/4"
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PRE-ENG TRUSS
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SCALE: 3/4"=1
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MAX.
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—CONT. 2x4 SECURED W/
(2) 1 Od's @ EACH TRUSS
TO BE INSTALLED @
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Reviewed for Code
Compliance
Universal Engineering
Sciences
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS
3/4"=V-0"
24
24" MAX w/ IJOIST
8" END
$" MAX.
SPACING
END w/1-JOIST
SPACIN
TRU S R '. OR BTM.
OF SHEATHING
SEE FRAMING PLAN
TYP. TYP�tYP.
END of
MAX MAX
MAX
LEDGER BD.
2..
THE USE OF ALTERNATE MATERIALS MAY BE
1/2" EXP.-
BOLT/J-BOLTW/2"
(2) 2X8 SYP P.T.
LEDGER BOARD
EDGE FROM
(2) 2X72 SYP P.T.
LEDGER BOARD TO
—314" EXP.
BOLT/J-BOLTW/2"
USED SO LONG AS THEY CONFORM TO THE
WASHER & 5112"
TO BE USED
1. ENSURE THAT EXP.
BE USED WITH I -JOIST
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MIN. EMBED.(TYP)
WITH IJOIST
BOLTSIJ-BOLTS ARE PLACED
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FOLLOWING
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AROUND BOLT
FRONT
2 SPLICE of FRONTAND REAR
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<_
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°o z
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4. EXP. BOLTSIJ-BOLTS SI IOULD
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NOT BE ANY CLOSER THAN 6"
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ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
Z
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_
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(2) 2X8_.
-_
CONTACT (REAR LEDGER) WITH
CMU REQUIRED TO BE P r
REAR
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FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
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LEDGER
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FLOOR JOIST LEDGER SCHEDULE
MARK
SIZE
BOLT SIZE
ENDSPACINO
CENTRALSPACM
A
DOUBLE SYP 2x8
1/2"
8" MAX.
24" O/C MAX.
B
DOUBLE SYP 2x12
(2) 3/4"
8" MAX.
24" O/C MAX.
I -JOIST WOOD LEDGER DETAIL
SCALE: 3/4"=V-0"
ALTERNATE MATERIALS
SCALE: 3/4"=V-0"
2194 H WY A1A. SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigng,roup.com
AA #: 0002
3XMDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
(I -JOIST)
60 MPH EXP.
�i' ■11
MAR 0 9 2021
MICHAEL C. ANDERSON
%R NO 17305
]PRINT T P03/04/21
SCALE: 1/4"=1'-0"
SWEET //�/�\\
S a e 1 L 1
PRE-ENG GABLE TRUSS—
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
2X4 DIAGONAL BTM: CHORD
BRACING, SEE PLAN FOR
LOCATION
SECURE 2x6 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
SIMPSON H6 W/'
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SIMPSON SPH4 OR SPH6 BTM
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SECURE TRUSS TO TOP PLATE w/ (2)
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= SECURE BT. PLATE TO SLAB W/
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A - SIMPSON MTS-12 U < 990 LBS W/ (14) 1 Od GALV. NAILS.
B - SIMPSON HTS-20 U < 1310 LBS W/ (20)1Od 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" SDS TO POST
POST TO SLAB CONNECTION
A&B-ISIMPSON ABU44Z POST SASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT
SIMPSON ABU46Z POST BA§E <U,:2,300 G 10,335 W/ 5/8 DIA. x 6" EXP. BOLT
C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7"
EMBEDMENT TO SLAB & (2f) 16d x 2-1/2" NAILS TO POST.,
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PHASE 2
LOT ''17
P .OJECT#
04321.200 017R1
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
(I —JOIST)
60 MPHEXP.a
' OF FLORID
MAR 9 9 201
MICHAEL C. ANDERSOI
AR NO 17305
DATE- 03 04 21
SCALE: 1%4"=1'-0"
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Reviewed for Code
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Universal Engineering
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2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
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
PRINT DATE: 04 21
DATE / /
SCALE: 1 /4"=1' — 0'
SHEET
S3eIC
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Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A
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33'-8"
27'-8"
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ARCHITECT:
MAR 0 9 2021
AEL C. ANDERSON
%R NO 17305
03/04/21
DATE:
SCALE: 1/4"=V-0°',
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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 1 112" 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 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 PLACEDATTOP OF WINDOW, DOORAND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACC TUATED
FASTENER, ZF 72 P8S36,.177" ° 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 U-0", FINISH FLOOR. UNLESS
,NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE:&
DESCRIPTION
REMARK
(D
(2) 2x8
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. 1 TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. =TOP OF ARCH IT.
.S= TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END', O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOU
MARK
DESCRIPTION
Pc
(psi),
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000 1
8x16
—
(1) #5
(1) #5
NIA
—
GROUTED
SOLID
13132
MASONRY
3000
8x8
—
(1) #5
—
NIA
—
GROUTED SOLID
SEE SHEET
S5.1 A FOR
SAFE LOAD TABLES
Reviewed for Code
Compliance
Universal Engineenng
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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GARAGE SWING:
RIGHT
PAGE: I
SECOND
FLOOR
LIFT BEAM
PLAN
60 MPH EXF 10
ARCHFECT-
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305 so
PRINT DATE: 03/ 04 21
SCALE: 1/4"=1'—O"
SI MET
e
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FF
SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST' & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
$U8
818.OB
16-iT/OB
0-1T/OB
iT/OB
1TIOB
2-1T/OB
8/8-181
18-iT/1s
iTHs
iTHB
8-iThB
2-1viB
V-6w PRECAST
1436on
3174
4217
5321
6426
7531
2465
6113
6385
7708
9031
10000
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
1961
6113
7192
6524
7627
8751
4'-0" PRECAST
819
m3 j
mo
2400
3033
3666
4300
1625
5743
7547
6752
6541
7565
V-4w PRECAST
931
1247
1999
2560
3123
3686
4249
1319
4460
7196
7342
5780
6259
5'-10" PRECAST
817
1024
1631
2090
2549
3009
3470
1161
3693
5877
8036
8%8
5770
6'-0" PRECAST
892
1139
3227
3031
3707
4383
5081
1139
3227
4596
7054
10000
8826
T-0" PRECAST
570
938
2498
2205
2698
3191
3685
938
2498
3408
4884
7067
6472
9 - 4" PRECAST
428
633
1593
22M
2481
2818
2621
839
1674
2298
3081
4099
4899
10'-0" PRECAST
388
487
1 1247
1767
1904
2103
2028
NO
1407
1897
2781
3222
3784
1 V-4w PRECAST
330
544
1312
1742
2252
2868
3830
544
1312
1742
2262
2868
3W2
12'-0" PRECAST
308
507
1210
1596
2048
2586
3191
507
1210
1596
2048
2586
3171
13'�" PRECAST
270
433
1045
1365
1732
2157
2535
414
1046
13W
1732
2316
2605
14'-0" PRECAST
254
386
978
1272
1606
1988
2279
390
978
1272
1606
1950
2369
141-8" PRESTRESSED
N.R.E458
NR
NR
NR
NR
NR
1079
1428
1824
2277
2712
16-4" PRESTRESSED
N.R.NR
NR
NR
NR
NR
1014
1340
1703
21182513
51
1T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
300
856
1121
1413
1739
2047
1914" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
235
736
959
1200
1467
1716
211-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
180
598
8S3
1038
1168
1468
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
165
550
784
992
1203
1381
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
129
450
654
824
1014
1147
LENGTH
3'-8"
4'-0"
4'-0"
V-4w
5'-10"
V-6w
T-0"
9'-4"
10'$"
1 V-4"
i pZ111
13'-4"
14'-0"
14'-8"
15'-4"
17'4"
iPZ111r
21'-4"
`yz111
24'-0"
- 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
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
8/8 PLAIN
818 SOLID
TYPE
LENGTH
WIT
8/16-1T
8r20-IT
6n4-tt
6natt
N32-IT
86-2T
8116-2T
& 0-2T
8rt4.2T
8r28.2T
8W 2T
PRECAST
689
1024
_
3'-W PRECAST
1569
3524
4394
5263
6132
7001
1569
3524
4394
5263
6132
7001
PRECAST
514
763
4'-0" PRECAST
1363
3060
3815
4RO
5325
6079
1363
3060
3815
4570
5325
6079
PRECAST
398
591
4'-W PRECAST
1207
2587
3375
4043
4711
5379
1207
2707
3375
4043
4711
5379
PRECAST
411
411
6.4" PRECAST
1016
1806
2374
2944
3513
4084
1016
2276
2838
3399
3981
4084
PRECAST
340
339
V-10" PRECAST
909
1499
1971
2443 1
2915
3387
929
2080
2593
3107
3620
4133
PRECAST
410
721
61-V PRECAST
ass
1201
1578
1955
2332
2709
835
1888
2329
2790
3251
3712
PRECAST
303
534
7'-6" PRECAST
_
716
900
1181
1462
1743
2025
727
1624
2025
2426
2827
3228
PRECAST
192
384
91-4" PRECAST
454
586
767
948
1129
1310
572
1318
1643
1989
2164
2519
PRECAST
151
301
101-W PRECAST
356
�488
012
755
899
1042
504
1180
1472
1763
1710
1989
PRECAST
132
417
1 V4" PRECAST
430
4W
530
653
717
872
4W
1042
1372
1643
1470
1710
PRECAST
111
370
12'-0" PRECAST
383
366
476
587
698
783
440
940
1300
1560
1314
1476
PRECAST
82
298
1314" PRECAST
308
303
393
484
575
645
3"
780
1057
1312
1071
1203
PRECAST
71
293
14'-W PRECAST
279
278-
3W
443
526
609
378
717
961
1192
975
1133
PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
626
746
86'
246
663
980
1237
1474
1715
PRESTRESSED
N.R.
252
15'-4" PRESTRESSED
224
387
464
574
ON
793
230
616
908
1134
1353
1572
PRESTRESSED
N.R.
183
lr 4" PRESTRESSED
187
326
365
451
587
680
192
506
720
1 501
1135
1312
PRESTRESSED
N.R.
148
19'4" PRESTRESSED
162
266
348
430
513
595
166
429
623
803
950
1098
PRESTRESSED
N.R.
125
21'-4" PRESTRESSED
_
142
219_
308
381
454
527
142
373
537
690
816
943
PRESTRESSED
N.R.
116
221-V PRESTRESSED
137
226
1 290
359
428
497
137
358
513
659
779
900
PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
300
1 418
194
319
455
581
687
1 793
2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
- PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
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
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING-.
RIGHT
PAGE:
SAFE LOAD
TABLES
60 MPH EXP.
ARCHITECT -
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305
r"ir' a 03 04 21
DATE: / /
I SCALE: 1/4"=V-0"'
SHEET
S5. 1
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 REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" " x 2 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'-0", FINISH FLOOR, UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS. AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
1
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ROOF FRAMING PLAN
SCALE1/4" = V-0"
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LA) 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
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #17
PROJECT#
04321.200 017R1
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
ROOF FRAMING
PLAN AND
NOTES
60 MPH EXP.
ARCHrrECT
STATE OF FLORIDA
MAR 0 9 2021
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT 2 04 1
DATE: 03 / /
SCALE: 1/4"=1'-0"
SHEET
S 6
GABLE - END
_¢ 13v:VVVVVvN¢ 2E 0 0 0 0 0 E 3 _¢
."9 47 l7 l7 l7 T7 17 V7 T7 r7 T7
HIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50)
ZONE 2e = 66.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60)
ZONE 2n = 76.60 PSF (86.60) ZONE 3r = 91.70 PSF (101.70)
ZONE 2r = 76.60 PSF (86.60)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: +/- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" STRUCTURAL
SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1
(32/16), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15132
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND
EDGE SPACING) SEE DETAIL. >
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4'
OF GABLE END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL REQUIREMENTS
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
RING SHANK,
2 3/8"
0.113
170,000
RING
RINGS
RSRS(16-20
RSRS-D1
r8d
SCREWSHANK
PER INCH)
RING SHANK,
2 3/8" 1
0.113
F1657
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.
ROOF SHEATHING ATTACHEMENT SPACING
ZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD
ZONE 2e, 2n, 2r: Bid NAILS @ 4" O C. ON EDGE AND 4" O.C. INFIELD
ZONE 3,3e, 3r: Bd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED
AND ADHERES TO ASCE 7-16; '
Sd RING SHANK GUN NAILS @ 4' O.C.
TOP &BOTTOM EDGES Ua
J
c rn
TYR EXT. SHEATHING ATTACHMENT
All BUILDING LENGTH I le
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING'
FOR GABLE END FRAMING
NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
C8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT" •
TABLE FOR FIELD SPACING
TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
S
W
LU
LU 0 C
m ❑ #8 2" DECK SCREWS @ 6"-8" O.C. MAX
w EQGES & 12" O.C. MAX IN FIELD. UNTyREADED
Y SHANK TO EXTEND BEYOND THICKNESS OF
O O SUB -FLOOR SHEATHING
wQ
o(0
a
m
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
D --- -
w ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M, MAXIMUM AGGREGATE SIZE SHALL BE 3/4",
>,ENERAL NOTES:
WITH JOB SPECIFICATIONS AND WOOD'
TRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION PROVIDE 6°h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
RCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
RCHIT NON -BEARING WOOL - - -" -
R -
ECTURALDR DRAWINGS FOR SL
EEVES, DEPRESSIONS AND OTHER
DETAILS NOT SHOWN ALL EXPOSED EDGES OF CON R CONCRETE ARE TO BE CHAMFERED 0
N STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS FBC R 202E 7th EDITION ALL WOOD FOR BEA
CI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS - --
DR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN �OF PROVIDE SMIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,40E
OLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPEDfi INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE RATED
SHALL BE RATED TO _
DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FOM&WORK: CORROBORATE TET
HALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE F
XCEPT WHERE A DIFFERENT DETAIL IS SHOWN. :
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
W/ DOT SHALL BE H(
April 21, 2021
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE TH.'
LL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PE
Planning & Development Services-
RAN NGS. FOLLOW
O THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
Building &,Code Regulation Division - -
1F THE WORK..
ARE NOT PART OF THE STRUCTURAL PLANS AS. THEY ARE NOT CONSIDERED TO BE. STRUCTURAL. DEPENDING
PROVIDE SOLID BLOB -
.230E Virginia Ave. - - .- Reviewwedfor'Code
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
-- Compliance
Fort Pierce, Fl. 34982 Universal Engineering'
HE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD:
(772)462-2172 : Sciences
> COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
EQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH:
AT BEARING LOCATII '
URING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
WELDED WIRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE
WOOD TRUSSI
RE:ii. permit #
EMPORARY BRACING, GUYS OR TIE -DOWNS
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
D.R. Horton Homes
HE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
BE SUPPORTED WITH 2" CHAIRS.SPACED 3'-0" OC, EACH WAY.
TO BE DESIGNED A N
STRESS -GRADE LAM '..
Creekside Lot.1.7
.EQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
-
SEALED BY A PROFE''
_ Response Letter.
10 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATES
0 WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
ACCORDANCE
MEETING THE REQUIP
7+�
For"the above listed the plans indicate:.7/16 roof Sheathing on Sheet SNI.
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, AND RUST AND PLACED IN
OF THE ACI STANDARDS AND SPECIFICATIONS.
project,
be 19/3.2" sheathing thickness and '
)ESIGN
LOADS.
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS
DESIGN, FABRICATE
.' -- This is anerror on the plans. The correct callout-Shall
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FORME I
the correct reference for wind pressures is ASCE 7-16 reference.'S
AND VERTICAL BARS SHALL LAP 6 xBAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER
COMMENTARY AND F
IOOF: ,.. LIVE LOAD FLOOR: : LIVE LOAD 40 psf r.
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 I- 42
TRUSS MANUFACTURE
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH GU
DEAD LOAD DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF
15 psf TOP CHORD 20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE)
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS
10 psf BTM CHORD 5 psf BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND, BOTTOM WITH
DEAD LOAD TO RESIST WIND UPLIFT: 10psf
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL
BALCONY LIVE LOAD 60 psf
WALL
TRUSSES/GIRDERS T
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUNDCORNERS. DOWEL
ROOF & FLOOR LAYO
HIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS FE
(ASCE 7-16 (FBC R2020) EXPOSURE. C, RISK CATEGORY II)
LAYOUT, SPANS & ALI
-
.IVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED
CE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
DO NOT CUT OR DISPLACE
AFFECT THE STRUCT.
>TORAGEi 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf,'BALCONIES (EXTERIOR)
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINE
sf-GUARDS AND HANDRAILS: 200psf,.GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
1ND DECKS: 40psf, R
PROVIDE ENGINEERS
_
/EHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM::40psf,: SLEEPING ROOMS: 30psf, STAIRS:
MASONRY:
PLAN SHOWING COMI-.
-
IOpsf
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION
ESSR
LICENSED PROFESSI( .
n
Should you have any (1UCStlOrisy please feel free tocontactme.
_-.
aHOP DRAWING REVIEW. -
MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
THE HURRICANE STR�
L
..
_-
>HOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
STRUCTURES SPECIFICATIONS MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
CONSTRUCTION SCHE
-
)FTHE .CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE
-
PROVIDED BY THE TR
_
Sincerely,_`
70MPLIANCE. 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 STRU(
-=
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORSPRIORTOSUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f'm = 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED 1
AND CLADDING WIND
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED' UNCHECKED. SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS
DF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI ATUNLESS
_
LACES THE CONTRACT
NITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALLA A MAXIMUM
UNLESS OTHERWISE SPECIFIED IN
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, U
COURSE AGGREGATE, AND SHALL BE PLACED WI ASLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
NRITING BY THE ARCHITECT.
TO CONSOLIDATE GROUT.
1 —
'-FfiQel C. er4oa
=OUNDATIOW
SITE PREPARATION:
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THISPROJECT. MORTAR SHALL BE
..
Flo"rt�'.A;telilt@C`�;�A1730S
hit
-OOTINGS 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 DRYDENSITY OFAT.LEAST 95% OF THE
SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
--
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL
CELLS TO BE FILLED.
-
301L FOR TERMITE PROTECTION.
-
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
- 2194Hwy AIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone:.(321) 802-3591
THE OWNER SHALL RETAIN THE SERVICES OF AN. INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY.
REINFORCING.
-_... www.abdesigngroup.coon
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS .LOCATIONS FAILING TO MEETTHE
-
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N:O.
-' `"" -- °- �� �,
,
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE^
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURAL STEEL:
"
3EMADE BY THE GEO-TECH. ENGINEER,
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,.
J,�•LOT^
CONCRETE:
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS
A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM
' CREEKSIDE
c/
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 =
BE CONCRETE IN THE SHOP.
,
PHASE
A c
Hl"1FJ
I'
E 2
2,500 PSI REGULAR WEIGHT FOR
35 ksi. TUBE AND PIPE COLUMNS SHALL -FILLED
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS AND 5" STRUCTURAL TERRACE .SLAB
rJ
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS. WITH DOUBLE -NUT LEVELING. ALL
f.( LOT #
1 f
CONTRAC>'OR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
OTHER BOLTS SHALL BE. ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
I1
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.
(=1 P140JECT
In
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING,
ALL ANCHOR BOLTS SHALL BE GALVANIZED S'rEEL. J-BOLTS ARE TO BE STEEL.
1161 04321.20E
017R1
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE JS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
"1
I 240DEL: P�
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED 1N ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL
T
4 E 11 B
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
- - -
IN '
"2605-HAYDEN93
NON COMPLIANCE WITH THE ABOVE.
;),
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
-
I') t,
1 GARAGE SWII4G:
1
A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS),
B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:,.
I
Reviewed for Code I RIGHT
I� '
1-11T FOR #5 AND SMALLER .
:
.Compliance
Universal Engineering °
2" FOR #6 AND. LARGER
Sciences
PAQrFi'
C FOR CONCRETE NOT EXPOSED TO WEATHER
`
a
314" FOR SLABS, WALLS AND JOISTS
P
1-1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
'
I
'WrrW
'@p@p9-�
I T A1j_JJ
I
1T
I 4 .
F
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE
--TYPE
SPACING',
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
lx2 PT FURRING TO
CASE HARDENED COIL'
GARAGE DOOR BUCK
1/4" DIA.
TAPCON MASONRY
8" O/C
1 1IT' EMBED 4" END DIST.,
MASONRY I CONC
NAIL 1 112" LONG.
8 O/C
TO MASONRY/CONC.
NO WASHER
FASTENER
1 1/2" EDGE DIST.
SGD, AL EXT DOORS
CASE HARDENED COIL
9" Oic
WINDOW/DOOR/ FASTENED
GARAGE DOOR BUCK �
3/8" DIA, OR
1I2" DIA.
EXPANSION BOLT
16" O/C (3/B" DIA)
q" EMBED., 4" END DIST.,
tx PT, SEE NOTE 6
NAIL 1 t/2 LONG
STAGGERED
INTO MASONRY/GONG.
TO MASONRY/GONG
24" O/C (1/2" DIA)
3" EDGE DIST
w/WASHERS•+
'.
I�I p /� pry
CONTACT THIS ENGINEER FOR S ACINV
WINDOW BUCK
CASE HARDENED COIL
9"O/C
WINDOW/DOOR/FASTENED
METAL STRAP TO
1x PT, SEE NOTE 6.
NAIL 1112 LONG,.
STAGGERED
INTO MASONRYICONC.
MASONRYICONC
REQUIREMENTS
EXT. SWING DOOR
(2) 3/1V OIA.
1'TAPCON'
1 1/2' EMBED WEND
NON -BEARING WOOD
12"'
EXPANSION
24" DID
4" EMBED 4" END
BUCK 2x PT, SEE NOTE 6
NO WASHER
- FASTNER
16" O/C
DIST, 1 1/2" EDGE DIST.
WALL TO CONG SLAB
W1 WASHER
BOLT
DIST., 3" EDGE GIST
2x PT WINDOW BUCK 0.136' PAR x 2 V0 1 9"O/C - 4" END. DIST., 1 1/2"
PT TO STEEL COL.. SEE W/ WASHER STAGGERED EDGE DIST
NOTES
[
NOTIE8
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED -
4. PAF SHALL BE HILTI X-ZF HEAVY .DUTY PINSOREQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE. BUCKS SHALL BE THE STRICTER. REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS ME 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/ TAPCONS OR PAF TO THE SUBSTRATE.
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MICI• AEL C. ANDERSON
NO 1730
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DATE: 03/04/21
SCALE:1/4" V-0'
SHEET