HomeMy WebLinkAboutBuilding PlansC A 1iLJ 1i1 9 i
1430 CUL_VER C)RIVE NE, PALM BAY, FIL 32907
• STATE OF FLORIDA DESIGN CRITERIA:
CERTIFIED BUILDING CONTRACTOR: .IrwjmA BUIIAING CODE, RESIDENTIAL,
6TH EDITION (2017)
• ALL LOCAL AND STATE CODES
DR HORTON HOMES
_
1430 CULVER DRIVE NE
PALM BAY, FL 32907
TEL: (321) 733-7092
FAX: (321) 733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
MICHAEL C. ANDERSON
AR No. 17305
A.B. DESIGN GROUP, LLC
2194 HWY AM SUITE 301
INDIAN HARBOUR BEACH, FL 32937
Tel: (321) 802-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (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
BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
CONSTRUCTION BASED ON THE DRAWING SET.
*OCCUPANCY
•CONSTRUCTION TYPE
• MIN. INTERIOR FINISH
• BASIC WIND SPEED
•EXPOSURE
*I -STORY RESIDENCE
•2-STORY RESIDENCE
- RESIDENTIAL, GROUP R3
- VB
- CLASS B
- Vult=160 MPH
Vasd=124 MPH
-C
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SQ.FT. CALC.'S
LIVING
1828 SQ. FT.
GARAGE
430 SQ. FT.
ENTRY
16 SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
15-120.cJ CU. FT.
Tel: (321) 733-7092
Fax: (321) 733-7972
FA"so] C1DMA /:VY[IhS t4oklW[I7►f
ABV.
ABOVE
LAV,
LAVATORY
DATE
I DESCRIPTION
01/26/18
CD'S ISSUED
AIC
ADJ,
AIR CONDITIONING_
ADJUSTABLE
LUM.
M.C.
LUMINOUS
MEDICINE CABINET
01/15/18
2011 FBC UPDATE
ALT, ALTERNATE MFR. MANUFACTURER
AMP.
AMPERAGE
MIN.
MTNIMTTM
01/16A8
C016IE-I65UED
BD. BOARD M.T. MP.TALTHRESHOLD
CL
CAB
CENTER LINK
(:ABINET
MTD.
MTL.
MOUNTED
METAL
02/21Ab
SIDING ELEVATIONS ADDED
CLG_
CLR.
CEILING
CLEAR
N.T.S.
QC.
NOT TO SCALE
ON ('ENTER
03/16Ab
CD'S-ISSUED
0411548
FOOTNG REVISION PER M. BOWES
CONC
CPT.
CONCRETE
CARPET
PL
P.B.
PROPERTY LINE
PUSH BUTTON
06R148
CD'S RE -ISSUED
C T CERAMIC TILE PH, PHONT,
D.
DRYER
?LT.
PLATE;
02/19A9
ADDED CURBLESS FOOTER AT GARAGE DETAIL (FORT MYERS)
DBT.. DOT JBLF PLYWD. PLYWOOD
P.G.
DTIAL GLAZED
PR.
PAIR
DIA.
DIAMETER
P.T_
PRESSURE TREATED
02/22/19
PLAN MAINTENANCE
DIM,
DISP.
DIMENSION
DISPOSAL
R.
RAD.
RISER
RADIUS
03128A9
REVISED LINTEL SIZE AT F"T ENTRY DOOR
04/24/19
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (M
DP.
DR.
DEEP
DOOR
R.A.G.
REF.
RETURN AIR GRILL
REFRIGERATOR
04/24A9
REVISED HVAC VOLUMES ON SQFT CALC SCHEDULE (MELB.)
D.S. DOWNSPOUT RM. ROOM
DTI..
DETAIL
R.O.
ROUGH OPT,NTNG
06112A9
ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/51.IA (ORL)
D.W. DISHWASHER S.C. SOLID CORE. T.xT DR
EA
FILEV.
EACH
FLEVATION
S.D.
S.H.
SMOKE DETECTOR
SINGLE HUNG
06/21A9
ADDED LED LIGHTS is KITCHEN 4 BATH PER MARK BOWES
EQ.
EXIT.
AUST
EXHAUST
SHESHAT
SHTHG.
SHEATHINGEXHAT.
01ASI19
ADDED STONE OPTION ELEVATION C 4 D (TAMPA)
09A1A9
ELEVATION 'G' SIDING -ADDED LOUVER a GABLE ROOF
FXT.
F (iiFX.
EXTERIORIGLASS
FIXED GLASS
Sim.
SIM.
SIMILAR.
SIMILAR
10/25A9
ADDED OFT. 6-0' CEILING HEIGHTS '
F.G. FUEL GAS SL. SLIDING
FIN.
FINISH
SL. CF.
SLIDING GLASS
01/01/20
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
FLR. FLOOR STD, STANDARD
FLUOR-
TR. DR.
FLUORESCENT
TRENCFI DOOR
SWS
SHEAR WATT.
SECTION
04/01/20
REVISE ENKAVENT RADON PLAN DIMENSIONS
FIG.
GA.
GAUGE
CAl1GP,
TEMP.
THK.
TFMPEREDGLASS
THICK
04/09/20
OPT 6-0' CLG. HGT: ADDED LED LIGHT IN FOYER
04/09/10
OPT. 6-0' CLG. HGT. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY
GAR. DISP.
G_F I
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
T.O.C..
T.O.P.
TOP OF CURB
TOP OF PLATE
INTERRUPTER T.O.S. TOP OF SLAB
GL
GLASS
TYP,
TYPICAL
GYP. BD. GYPSUM BOARD ITN.O_ UNLISS NOTED
H.B.
HOSEBTF3
OTHERWISE
H.0
HOLLOW CORE
VP.
VAPOR PROOF
HDR_
HEADER
W.
WASHER
HGT. OR HT
HEIGHT
W'
WITH
INSUL. INSULATION WD. WOOD
TNT.
INTERIOR
WDW.
WINDOW
W:H WATER HEATER
W.l.
WROUGHT IRON
INDEX OF DRAWINGS
ARCHITECTURAL SHEET #
PG
Cl—COVER
SHEET
PG
GN—GENERAL
NOTES
PG
Al —FLOOR
PLAN
PG
A2C—ELEVATION
"C"
PG
E1—ELECTRICAL
PLAN
PG
P1—PLUMBING
PLAN
PG
M1—HVAC
PLAN
PG
D1—DETAILS
PG
D2—DETAILS
PG
WA1—WALL
ASSEMBLY
DETAILS
PG
WA2—WALL
ASSEMBLY
DETAILS
PG
WA3—WALL
ASSEMBLY
DETAILS
PG
WA6—WALL
ASSEMBLY
DETAILS
STRUCTURAL SHEE
PG S1—FOUNDATION PLAN
PG S1.1A—DETAILS
PG S1.2—DOWEL PLAN
DESCRIPTION
DESCRIPTIO
[a
PG S1.2A—DETAILS ty
PG S2—LIFT BEAM PLAN AND NOTES
PG
S2.1A—DETAILS
PG
S3—FRAMING PLAN
PG
S3.1A—DETAILS
PG
S3.1B—DETAILS
PG
S3.1C—DETAILS
PG
SN1—DETAILS
PC = PAI —PRODUCT APPROVALS
I- C-51po
Reviewed Tor Code
Comp9ance
Universal Engfneefing
sclences
0
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUHDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
AUG 0 6 2020
kEL C. ANDEI
AR NO 17305
rrcain JL DATE: OB 05 20
SCALE: 1/4"= V — 0"
SHEET
cI
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IIN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE iN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS,
3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN '/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN''/z-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS; AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYER
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE
SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10ECONTRACTORI IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
H COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
NTY BUILDING AND ZONING CODES. IF CONSTRUCTED IN A FLOOD ZONE, SOIL CONDITIONS MUST BE MODIFIED
LACE THE FINISHED FLOOR ELEVATION MIN 1'-0" ABOVE THE BFE,_PER FLORIDA BUILDING CODE:
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT; A'CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES,
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHPBY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES,`
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
S 2: ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT : SQ.
PLUMBING
1 SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3W' PVC (SCHEDULE 40), INSULATED WITH%," AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
�I 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903•
9. THE PLUMBER IS TO DIVERT,ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHRILL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301:2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION; DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASH INGIDETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
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) .
CONSTRUCTION OBSERVATION
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 AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S / CONTRACTOR'S � PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
r)I
Reviewed For Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
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^BDIV. 8e LOT-
"4CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
Ll
fl 4EBB
"1828-CALI"
(GARAGE SWING:
k{
RIGHT
..'iIAGE:
11
GENERAL
NOTES
�.fi0 MPH EXP. C
ARCHITECT.
STATE OF FLORID,."
OCT 2 12020
:HAEL C. ANDEI
AR NO 17305
PRINT DATE-
08 05 20
SCALE: 1/4"-1' - 0"
141
oz �OoF
FIGURE Si:gn
COMPONFHT AND LA DIN PRESSURE VCME
_ er"yl' :\I
SCALE: 1/4' = 1'-0'
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
- EGRESS NOTE: DO NOT SHUTTER FRONT DOOR FRONT ENTRY
DOOR TO BE EGRESS POINT WHEN THE HOME IS SHUTTERED.
- REFER TO BUCKING DETAILS FOR BUCKING AND RO NOTES.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE AND CONDITIONED SPACED SHALL HAVE AN INSULATION
R VALUE OF R-13.
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED BY THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
-OPENING INFORMATION BELOW IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND SHCG ARE INFORMATION PROVIDED BY THE
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
u��mm
SQ.FT.
CAM'S
LIVING
GARAGE
ENTRY
LANAI88
1828 SQ. FT.
430 SQ. FT.
16 SQ. FT_
SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
15120.9 CU. FT.
Mf'OMW AID CLADDNC WILD LOADS
BASK WM EWWFIE FOR 3 SECOND OUSTS
Om3m
SQUARE
ZONE
160 WH WILD MO
F 914M
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3l
CRITERIA
8010 O.H.D.
56
5
32.5/-380
16010 O.H.D.
112
5
30.9/-34A
SOFFIT
N/A
5
31b/-35D
-68.29/
IF-5829
ROOF TILE
N/A
3
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXR-C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COMROL DAB p0
G
DBL.
TOP
PLATE
a
BAR DETAIL
A SCALE= 1n'=1'-0'
E
ARCH DTL.
B SCALE: I/2 = 1'-0"
i Review,d 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
h
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SUBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT;
STATE OF FLORIDA
AUG 0 6 2020
iAEL C. ANDEI
AR NO 17305
08/05/20
SCALE: 1 /4"= i
SHEET
riI
SHINGLE ROOF
DECORATIVE
FOAM DRAIN
EQUAL
TO CONTROL JOIN TO CC
8'-8' SRCa. I-IGTr
1' -m"
EQUAL EQUAL
)IN TO CONTROL JOINT 0 CONTROL JOINT
- +/-19'-0" E3LDCs. HCsT.
12
cAr
1 _ Q •- •A
45
1 III
�11 o
II-1 I_I ICI III
�__ _�IIII ICI ICI III- - .
SCALE: 1/4 = 1'-0' v y TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FSCR R-703.4
OFF RIDGE VENT OFF RIDGE VENT
IREAIR ELEVATION
SCALE: 114 = I'-& TEXTURED FINISH
—_-- 8'-8" SRC
-�
---- — - — - — - — - — -
------- N _ --- ------— - — -
- — - — - - — - Yo''0, FIN. FLR.
11R,U HT ELEVATION
SCALE: 114 = I'-0' TEXTURED FINISH
RIDGE VENT OFF RIDGE VENT
1�6
SRCs. IHCsT.
m'-0" FIN.
IN
IN
o -S" FRG. HCzT.
ii--1'-0"
00'-0" FIN. FLR-
LEFT ELEVATION
SCALE: 1/4 = P-0' TEXTURED FINISH
q
II
4S
A
II
II
-0" FIN. FLR.
oOl
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450SQ. FT.
NET FREE VENTILATION AREA
REQUIRED
- 1/ 300'
REQUIRED VENTILATION AREA
_ 24SO /300
- 8,17 SQ. FT.
&17
= 1176SQ, IN.
MIN. REQUIRED VENT] LATION
= AX 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ. IN'.
('BALANCE TO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 138 SQ, IN. PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 3.41
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
Reviewed for Code
Gompudnc8
Universal Engi Oft
91 Fuentes
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SxmDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
ELEVATION "C"
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
IAUG 0 0 2020
m
ICHAEL C. ANDERSONAR NO T7305
PRINT 08 05 20
DATE:
SCALE: 1/4"=1'- O"
SHEET
A2 C
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
--F--1
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
III OUTLET
1/2 OF OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
EOLLIPED W/GRND FAUL
INTERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
� �
FAULT
GFIGROUN
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER
Nt4
SWITCH
4-WAY OPER
I—i1
WALL MOUNTED
I�
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VP
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
®
VENT. FAN
I CrM PER SO. FT.
VENT. FAN
W/LIGHT
I CFM PER 60. FT.
VANITY LIGHT
FIXTURE
(SPEC'S TBD BY
BUILDER)
®
FLUORESCENT
LIGHT
2-EVULB WRAP
AROUND
(RECESSED)
®
4'X2'
FLUORESCENT
LIGHT
2-5UL5 WRAP
AROUND
(SURFACE MNT.)
T FLUORESCENT
*FLUORESCENT
p
W--�--�—�
4' TRACK LIGHT
0
PANEL
METER
UP
SMOKE DETECTOR
W1HARDWIRE
WALL MOUNTED
BAIT. BACK-UP
S!9
SMOKE DETECTOR
W/ HARDWIRE
GATT. BACK-UP W/
® S/GO
CARBON MONOXIDEi
SMOKE DETECTOR
COMBO
HARDWIRE
INTER -CONNECTED
SHALL EVE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
LIB
NATURAL GA8
Il/
CUTLET
.
TELEPHONE JACK
LUF4
WATER HEATER
IGNITION SOURCE
TO BE ELEVATED
DISCONNECT
A/
AIR. CONDITIONING
TO E 21
DISCONNECT
SEE ONUS.
THIS SHEET
TV
TELEVISION JACK
CEILING BOX REQUIRED
O
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
J_BOX
MARKED AS SUCH FOR
INSPECTION
CEILING Box D
TO BE SUPPORTED IN IN
D
CEILING FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
24' INCANDESCENT
LIGHT STRIP
n no
36' INCANDESCENT
LIGHT STRIP
nnnnnnnn
0
48'INGANpESCENT
LIGHT STRIP
FLOOD LIGHT
OPT. SECURITY
KEYPAD
HE P.B.
PUSH-BUTTON
FOR CHIMES
�-- ►
U55 PORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION
MEETING.
• ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF FBCR
6TH EDITION (2011) E NEC 210.12 2014 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI ■ ISLAND (NOT ON KITCHEN CIRCUIT)
' DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
' BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION M15013 FBCR 6T44 EDITION (2011).
• 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 6TH ED (2017).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF 7HE FBCR 6TH ED (2011).
ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER
F.B.C.ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011. roth EDITION R404.1
LANAI
CEILING
MTD. LIGHT �•�TO BE PRE-WIR1=D LIVING ROOM
I
INSTALLED, \. CLG FAN
PROVIDE J-BOX FOR PRE-WIRED`i'
I \
OPT. FAN I \\ I GLG FAN \\J
e /
DINING n !
ROOM I ;n I
I
— � I
I
SWITCH�fN'
— — — — — — —
—J CABINET— /sue— i — — — — — —
I
GFI L' �__— L CsFI
oP1t I r;
�F"i 1 � i . \
SINK �DW I OUTLET
---U� \
\IQ KITCHEN , ( FOR DW
PAN.
\ RANGE I
GFI n o Fw
V/
W
\
\
HOOD WIRE W/
OUTLET FOR
U
® FUTURE MICRO
I
BDRM.#3
1
\\
PRE -WIRED
I
CLG FAN \
I
I
o o I
I
I
o L
II
BATH #2
I IS/co
1
BDRM•#2 i
/
FOYER
I
\
F'RE-WIRED
CLG FAN
/f11
1
PBMFOR
I
I
I W.LC. �
I
LAUN.�---n I
GF I i I.
L -L
BDRM.#1
i
PRE -WIRED
CLG FAN
BATH #1
I
1
VP L
BDR D 4/
_ C / \`J
n.
O PRE -WIRED
CLG FAN
'RAI
-- GFI GFI PJIH4O
P.B. FOR 44'AFF. 44'AFF. WI I
GARAGE \ r-----�
DOOR
\ BOLLARD OND
\ AS REQ. —
\ WALL MOUNTED PER BLDG.
\ LIGHT W/SWITCH IN CODE
\ ATTIC
\\\ 9
�I
CLG. -JM
KEYLESS OUTLET Q METER
FIXTURE FIELD
VERIFY
IRRIGATION LOC.
OUTLET e
48' A.F.F.
ENTRY
GARAGE
\\-------------------- --
OPT.
COACH
LIGHT
ELECTRICAL PLAN
SCALE: 1/4' = P-0'
WPPanel MAIN A
PANEL. 8116 wp ctt. breaker VOLTAGE: 120 / 240 V 1 Ph MAIN: 150 Amp M.C.B
FEEDER 3-#1 CuTHWN&1-#6Cu(G)in11'12"C. OR 3-#2I0ALTHWN&'I-#6Cu(G)in11/2"C.
Wire Pole Bkr Description Watts Circuit circuit watts Description Skr Pole Wire
#12 1 20 :Exterior Receptacle GFI for TUG 1200. 1 2 Space
#12 2 20 Irrigation Pump 1000. 3 4 Space
``' 6 1 5304 A/C C.U.-1 .35 2 #8
•! 1
PANEL: 42 crtbreaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L:O
FEEDER:3- #1 Cu THWN & 1- #6 Cu (G) in 1 1!2" C. OR 3- #2/O ALTHWN & 1 #6 Cu (G) in 1 1/2" C.
Bkr
Description
Watts
I Circuit
Circuit
watts:
Description
20
Small Appliance
1500
1
2
8000.
Range
20
Iol lrrowave / Hood GFI
1800
3
4
20
Small Appliance
1600
5
6
4500
Water Heater
15
15
#6 2 35
Load subject
Refrigerator
1500
7
1
8.
Dining Room Lights and Receptacles AFCl
1500
9
10
1200
Disposal GFI
Bath #2 GFI Receptacles
1200
11
12
1500
Distr,dasher GFI
Foyer.'Hall Bed. 02 & #3/ Bath 42 Lights AFCI
900
13
14
5000
Dryer GFI
Living Roam Lanai Lights AFCI
900
15
16
Kitchen and Pantry Lights & Rcpts AFCI
900
1.7
18
1500
:Washer GFI
SE', & CIO AFCI.
900
19'
20
1000
Garage Door Opener:GFI
Laundry 1 Bed 94 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
pace
AHU 1
(ter 5 KVA at 65%
and factor calculations line.
23
24
900
0-mers:Suite AFCI
25
26
900
(haner's (Bathroom AFCI
27
29
28
30
900
1000
Exterior Lights and Recept GFI
Irrigation controls only -
41
31
Space
N
34
Space
36
Space.
37
38
Space.
5525.
3933
40
Space
16000
First 10000 watts at 100% 10000
Remaining watts at 40% '13440
Total A/C load..... T0825
Connected Load Watts
Amps (watts / 240 volts)
34269
142.8
Bkr
Pale
Wire
50
2
#6
25
2
#10
20
1
#12
20
1
#12
30
2
#10
20
1
#12
20
1
#12
20
1
#'12
15
1.
#1:.4
15
1
#14
15
20.....
1
1
#14
#12......
1 27600 1 Load subject to demand factor calculations I line I
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT: INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD
I � �
o
4z
�
i
LED LIGHTING LED LIGHTING
C& DOUBLE LAV. SINGLE LAV.
OWNER'S BATH ® BATH 412
Ism AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH
EDITION (201-1 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REGARREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-1/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 342/0 CU, THWN + I% CU IN 2' CONDUIT ORB
WO AL, THWN +PIS CU IN 2' CONDUIT OR 2/0 AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERI4ANG0
COMBINATION SERVICE ISO AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMIA 3R ENCLOSURE MLO
PANEL
150A/2P
MGB
TELEPHONE SERVICE
ENTRANCE
EOUIPI"ENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SI-RVICE GROUND CONNECTED TO
CONCRETE ENCASED EEC„ 1FM for Code
ELECTRICAL pRCVISI TH ( ice
EDITION 00- issal�eEngineering
5/5" PIA X 8 FT LONG COPPER CL g Unive"ces
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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Si78DIV. 8a LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL
4EBB
"1828-CALI"
GARAGE SWII�TG:
RIGHT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
AUG 0 6 2020
HAEL C. ANDEI
AR NO 17305
PRINT 08 05 20
DATE:
SCALE: 1/4"=1'-0"
SHEET
El
A A -
TL
T
Me
(LE'
PLUMBING PLAN
SCALE: 1/4 = 77
KITCHEN
SINK W/
AUTO VENT
> 1-1/2" VTR
I
I
I
f
(ALTERNATE RIGHT)
PLUMBING RIS
ER DIAGRAM
VA.A.V.
2'
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 '
F
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Cy.
K
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QQ
O
F
A
F
I
stmDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWMG:
RIGHT
PAGE:
PLUMBING
PLAN
160 MPH EXP. C
ARCH
fTECT
STATE OF FLORIDA
AUG U 6 2020
MICHAEL C. ANDERSON
AR NO 17305
PRINT 2005
DATE- 08 / /
SCALE: 1/4"=1'-0"
Reviewed for Code
compliance SHEET
DA Universal Engineering
sc ences
R—VALUE SCHEDULE
FLOOR
SLA5 ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
R-4.1
FRAMED WE) - ADJACENT
R-13
FRAMED WD - EXTERIOR
R-13
CEILING
UNDER ATTIC
R-30
EQUIPMENT SCHEDULE
3.0 TONS
MFG
G.U.
A.H.U.
HEAT
SEER
TOTAL. CAP
ELECTRIC
5RKR
REF LINES
HVAC PLAN
SCALE: 1/4 = V-0'
CARRIER
25H5C53(oA•030•
FX4DW5, :)0311-
5 KW
15.5 SEER
34800
208/230/11=H
C.U. 35 A.H.0 35
3/4" 4 3/5"
Reviewed for Code
Compliance
Universal Engineering
Sclenws
E
W
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U
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U
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C
F
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SUBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
HVAC
PLAN
160 MPH EXP. C
PEER FLR.
PLAN
1/2' CLG.
1/2' DRYWALL
SECURE BT.
PLATE TO SLAB
W/ 10d MASONRY
NAIL a 32' O.C.
MAX
FIN. FLR
nVA T/10 CI AT=
188
2X4 WOOD
STUDS 624'
O.C.
SLAB
NU 11=• O I U1.J0 IIN I
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.G. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O.C.
TYP. INT. WALL (NON-BRG.
SCALE: 3/4' =1' -0'
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R905.1.1
ON �,b' O.S.B. SHEATHING
OR J' CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER I -OI
TYP.
ELEVATIONS 0.+4.
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-O' FIN. FLR
5/8' GYPSUM Bc
OR 1/2' HIGH
STRENGTH CLG.
BOARD
DIA. SLEEVE,
�) NOT CUT
=BAR
PEA
BOND BEAM
SOLID GROUT
W/ (I)- S
(2) COURSE
DO NOT GUT
THE BOND
BEAM
REBARS
2A'�PIPE THROUGH BOND BEAM
D1 SCALE: 3/4"=1'-0°
SEE ENERGY CODE FORMS FORD
INSULATION R-VALUES
REFERENCE STRUCTURAL
J PER ELEVATION
'---R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
AA
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
e, a
A'O d
14. A d_a
v
n W/ WINDOW OPENING
SCALE: 3/4' =1' -O'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RS05.1.1
ON IS, 0.5B. SHEATHING
OR #' COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-V FIN. FLR
a a .
e ...a e
a G .
d a.. e..
a'
n TYP. WALL SECTION
NO OPENING NOTE:
PER SECTION 905.1.1 - FOR ROOF
Al l)i=FS 9.12 TC) I FSS TWAN .4-19 A
IS REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER, (1) LAYER
UNDERLAYMENT IS PERMITTED BUT
MUST BE PER ASTM D226 TYPE II,
ASTM D 4869 TYPE IV, OR ASTM D
6151
CAULK AND SEAL
LIIJE
I;' PVC SLEEVE FOR WA LINE
.C�
I!!GYP, WL. BD.
WOOD BABE
' < 4 .
a.-
h
a
. 'a;
2B GAS LINE THRU BLOCK
o.� SCJU.E: Im-I'-O'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R905.1.1 ON I.' O.S.B.
SHEATHING OR J' GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR.,.
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 MAUF.
FASTENED TO
TRACK BRACKETS
W/ PRODUCT
APPROVAL REQ.
8' CMU SEE
STRUCTURAL FOR
REMFORCEIMENT
2xb P.T. UJD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa.
SEALANT
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
3 ) GARAGE DOOR JAMBS
D1 SCALE: 11/2"=1'-0"
--2X4 SPF 24' O.G. MAX.
SECURE W/ (2) 12d NAILS
a EA. END
2x BLOCKING BETWEEN TRUSSES
—PER STRUCTURAL DETAILS—
�-- �- - --
� �- -- . -
Y
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR —
INSULATION R-VALUES
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
' a e e. a
A ". e
a d a
4
ti W WINDOW OPENING
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS a 24' O.G.
1/2' GYP. WL. BD.
WOOD BASE
a
a
FIBERGLASS SHINGLES
OVER 030 FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
R505.1.1 ON �6' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
I'-0" FASTENER SCHEDULE
TYP. MTL. DRIP EDGE
o.N.
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
\---PRE-ENG. GABLE TRUSS
WEEP SCREED
\--2x P.T. SECURED PER
STRUCTURAL DETAILS
B TYP. WALL SECTION
NO OPENING
1-STORY GABLE BLOCK WALL
SCALE: 3/4' = I' -O'
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
CMU
0'-0' FIN. FLR.
Note: WALL FENESTRATION FLASHING PER FBGR 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 Rem'"d+or Cede
building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Gracle INS csal En in
J Universal Engineering
or greater for proper joint expansion and Contraction, ASTM C1281, AAMA 612, Or other sgences
approved standard as appropriate for the type Of sealant. Fluid -applied membranes
used as flashing In exterior walls shall comply With AAMA 114. The flashing shall extend to
the surface of the exterior Wall finish.
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SLTBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
AUG Q 5 2323
►EL C. ANDEI
AR NO T7305
PRINT 08 05 20
DATE:
SCALE: 1 /4"=1' — 0"
SHEET
i
TOP:
2X6 P.T. a CENTER OF DOOR HEADER SECURED
W/ (1) 1/25 X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/00 WASHER 4 NUT
OR
W/ (2) 1/2' X 8' ANCHOR BOLTS
W/ 4' MIN_ EMBEDMENT
W/ 2' X 2' X 1/8' WASHER 4 NUTS
0
0
SECURE 2x4 ON --
FLAT TO BILK
W/ MASONRY
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/1' X 8' J-BOLT OR ANCHOR
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2'
X 2' X 1/8' WASHER 4 NUT. (1) WITHIN
B' OF TOP, (1) WITHIN 8' OF THE BTM,
(3) EVENLY SPACED.
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
(T)BUCK ATTACHMENT
"QV BCAI :1/J'.r-®'
8' CMU
l4' DRYWALL
IVI'X4' OR I'X2' P.T. NAILER
Ix4 P.T. OR %'X4' MIN.
❑fTSECURE THRU FRAME 4
EXTEND I-Y4' INTO BLOCK
W/ Wif" TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-Y4'
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING
\`DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
WINDOW TO BLOCK +3/4 OR +5/4
A SCALE: N.T.S.
2X4:
SECURE TO BLOCK W/ 3i{6
TAPCONS OR
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
IS' O.G. MAX SPACING.
2X6:®
SECURE TO BLOCK W/2-%'
TAPCONS(MIN. SANK SIZE
.145
MIN. HEAD SIZEDYbO
MIN. EMBEDMENT 1)14') —
WITHIN 8' OF EACH END 4
18' O.C_ MAX SPACING.
2X8:
SECURE TO BLOCK W/2-3/i6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH ENID
18' O.G. MAX SPACING.
8' CMU
❑ 1�" DRYWALL
1'X4' OR I'X2' P.T_ NAILER
rDOOR CASING
DOOR JAMB OR WINDOW
.ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4')
DOOR JAMB TO BLOCK +1-1/2"
%1 WINDOW TO BLOCK +1-1/2"
'' SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/ 3(6'
TAPCONS (MIN. SHANK SIZE
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
15" O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6am
SECURED THROUGH
SECURE TO BLOCK W/2-3/(6'
NON-STRUCTURAL W6
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE .300
8" CMU
MIN. EMBEDMENT I Y4')
i4' DRYWALL
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
1'X4' OR 1"X2' P.T. NAILER
2x8:CE=
❑
3�
SECURE TO BLOCK W/2-(16'
we O.S.B. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
IN.SHANK
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 149
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' O.C_ MAX SPACING. _/4
NOTE: SHIM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED A,)
DOOR JAMB
TO BLOCK +1-15 18"
WINDOW TO BLOCK +1-15/ 6"
C
SCALE: N.T.S.
2X4:®
SECURE TO BLOCK W/ 3(6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
2X6tm
SECURE TO BLOCK W/2-3X6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 _
MIN. EMBEDMENT I Y49
WITHIN 8" OF EACH END 4
18' O.G. MAX SPACING.
2X8
SECURE TO BLOCK W/2-3(6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y49
WITHIN S" OF EACH END 4
18' O.C. MAX SPACING.
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 4
SECURED THROUGH
NON-STRUCTURAL 3iS6'
TAPCON MIN. I-Y4'
EMBEDMENT INTO BLOCK.
8' CMU
❑ Y2' DRYWALL
I'X4' OR I'X2' 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 Ya')
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE: N.T.S.
2X4cm
SECURE TO BLOCK W/ We,'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X
WITHIN 8 OF EACH END 4 MUST BE ON OUTSIDE 4
18 O.G. MAX SPACING.
2X6cm SECURED THROUGH
SECURE TO BLOCK W/2-%'NON-STRUCTURAL W6'
TAPCONS TAPCON MIN. I-Y4'
(MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300 8' CMU
MIN. EMBEDMENT 1 Y4')DRYWALL
WITHIN 8' OF EACH END 4 1'Ir X4' OR 1'X2' P.T. NAILER
18' O.G. MAX SPACING. —1
2X8cem
SECURE TO BLOCK W/2-%'
TAPCONS DOOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 3110
MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
WITHIN 8" OF EACH END 4 ATTACH TO 2X PER
18' O.C. MAX SPACING. MANUFACTURES DETAILS.
NOTE: BRIM AS NEEDED TO FWJ-p JAPO (PO NOT P CEEP NJ
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +3"
E SCALE: N.TS.
2X4zm
SECURE TO BLOCK W/ -(6'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
NOTE: STRUCTURAL 2X
IS" O.C. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6:®
SECURED THROUGH
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL -%'
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. 1-Y4"
.145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
S' CMU
WITHIN 8' OF EACH END 4
%�° DRYWALL
15' O.G. MAX SPACING.
2X8:®
❑
1'X4' OR 1'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
2ND 2X SECURE TO
TAPCONS(MIN. SHANK
STRUCTURAL MEMBER
.145W/(2)l2d
WITHIN 8' OF EACH
MIN. HEAP SIZE 300END
AATTACHT02XPER
4 V TO 8' O.G. MAX
MIN. EMBEDMENT 1 Y4')DOOR
CASING
WITHIN 8" OF EACH ENDDOOR
JAMB OR WINDOW
18' O.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +T
i1 WINDOW TO BLOCK +T
SCALE: N.T.S.
2X4=
SECURE TO BLOCK W/Y4'
TAPCONS(MIN. SHANK SIZE
.145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
NOTE: STRUCTURAL 2X
WITHIN 8' OF EACH END 4
MUST BE ON OUTSIDE 4
18' O.G. MAX SPACING.
SECURED THROUGH
2X6:®
NON-STRg�UCTURAL 7I6"
SECURE TO BLOCK W/1-1/4'
TAPCON MIN. 1-Y4'
TAPCONS(MIN. SHANK SIZE
EMBEDMENT INTO BLOCK.
.145
MIN HEAD SITE 300
MIN. EMBEDMENT 1 Y4')
8' CMU
JA" DRYWALL
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
1'X4' OR I'X2" P.T. NAILER
❑2X8cm
SECURE TO BLOCK W/1-1/4'
3(6' OSB. X 4' MIN.
TAPCONS
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4
ATTACH TO 2X PER
IV O.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: OHM AS NEEDED TO PLLM JAMB (DO NOT E)oCEEP Y 9
DOOR JAMB TO BLOCK +3-7/16'
WINDOW TO BLOCK +3-7/16"
G SCALE: N.T.S.
2X4:m
SECURE TO BLOCK W/Y4'
TAPCONS
(MIN. SHANK SIZE _145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8 OF EACH END 4
NOTE: STRUCTURAL 2X
IS" O.G. MAX SPACING.
MUST BE ON OUTSIDE 4
SECURED THROUGH
H/
SECURE TO BLOCK W/1-1/4'
NON-STRUCTURAL 3(16"
TAPCONS
TAPCON MIN. 1-Y4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') 8' CMU
WITHIN 8' OF EACH END 4 J§' DRYWALL
18' O.G. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER
2X8
SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN.
TAPCONS OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') POOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4 TTACH TO 2X PER
18' O.C. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
iu1 WINDOW TO BLOCK +3 3/4"
,, SCALE: N.TA
,:d %, code
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8a LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP, C
ARCHrrECT;
STATE OF FLOPUDA
AUG 0 6 2020
IkEL C. ANDEI
AR NO V305
08/05/20
SCALE: 1 /4"= i' —
�:javoajay�
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS TO
BE WIRED TIED TO LATH a 9'
O.G. MAX (VERT.). NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
%' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION —�
FASTENERS TO BE SPACED
* 1' O.C. MAX V
ERTICALLY
I
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER •2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED ®1' (VERT.) OC. MAX
AT SUPPORTS
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM(IINSTALLED PER
n'' TO ,°
LATH SHALL NOT GAP MIN'
BE CONTINUOUS V TO e•
m O a
THROUGH CONTROL MN.
JOINTS BUT SHALL
MIN.
BE STOPPED AND
TIED AT EACH SIDE.
PER ASTM CI063
PROVIDE 2X4 BLOCKING
71014
PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
NOTE:
CONTROL JOINT FALLS ON
L FASTENERS FOR LATH TO BE NAILS OR
STRUCTURAL STUD
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE /
3. BLOCKING SHOWN MAY BE IN ADDITION \
TO WALL STUDS REQUIRED PER PLAN /
O"M" TYPE CONTROL JOINT
O1. FOLD INWARD • PT. A
O1. FOLD INWARD . PT. A
2. CREASE • PT. 15
OI. FOLD INWARD • ® I. FOLD INLAID • PT. A
PT. A
7. CREASE . Pi. B
s. GREASE • PT. B
3. CIREABE • Pr. C
3. CREASE a PT. C
4. FOLD PT. C OVER PT.
B TILL PT. C TOUCHES
SIOTTOM FLANGE
t
>E
® ®FOLD
• Tt•. „
SHINGLE ROOFING—�
DRIP EDGE: OVERLAP 3'.
EXTEND Ia' BELOW
SHEATHING, MEGHANICALLY
FASTEN 4' OG, MAX
FLANGE
WATER TIGHT
SEAL. FOLP, QQ
NGM CUT.
i' THICK, 3 COAT CEMENT
PLASTER (FRAME), 14' 1 COAT
CEMENT PLASTER (CFAs)
W4RIB LAYER 02, FOWIF15ER
BUILDING PAPER(FRAME ONLY)
WRB LAYER h,
STUCCO WRAP (FRAM ONLY)
LAP LAYERS OF BUILDING WRAP
OVER NAILING FLANGE, STOP
WI® APPROX 1 JP ABOVE
81414GLES (FRAME ONLY)
i� FRAME OR GMU
FASCIA WRAP
Sx8 WALL FLASHING
KICK -OUT FLASHING (SEE
DETAIL)
NOTE:
APPROVED BUILDING: WRAP
SHALL BE LAPPED A MINIMUM OF
6' s VERTICAL LAPS (ROLL
ENDS) 4 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO M TAPED
WITH FORTIBER SHEATHING TAPE
II
l
I" MIN. LAP Is METAL LATH
6-'MIN PAPER LAP BELOW- ONLY r /
WRB LAYER 02, FORTIFIBER.,
BUILDING: PAPER
SCALE. 1 1/2'.1'-0'
® KIC KO UT
DETAIL
WATER TIGHT REAL (BEND OR
BOLDER Do NOT CUT)
LATH VERTICAL LAP TO BE 1'
METAL LATH
WRB LAYER 01,
STUCCO WRAP
VERTICAL LATH
& PAPER DETAIL
NOTE:
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0.0415-IN. (121-MM)
WIRE AT INTERVALS NOT
MORE THAN W (229-MM).
AS PER ASTM CIO63
FOR PAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/WOUSE WRAP TAPE
PER MANUF. SPEC. OR
PEEL 4 STICK
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD STUD°
SHEATHING -
OR 7/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF.SPECSJ
BUILDING —
PAPER
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
STUCCO
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHNG
SYSTEM (INSTALLED PER
m*Lr-. SPECS.)
LAP LATH
LAP ® PAPER
HORIZONTAL LATH
& PAPER DETAIL
7/16' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
WOOD SHEATHING OR CMU
WRB LATER 01,
STUCCO WRAP (FRAME ONLY)
e" THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2" 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5'X5" "L" TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING:)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
5 " L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
Is OR LESS PIPE
PENETRATION .?}`.. situ>)....
CUT AND OVERLAP ONE 51DE OF /
SELF -ADHERING MEMBRANE l
FLASHING
.STEP 01
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS
REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
SECTION
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
6'x6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP -
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
STEP 02 SELF - ADHERING MEMBRANE
NG
WRB LAYER 01,
STUCCO WRAP
WRB LAYER V, FORTINBER
BUILDING PAPER
METAL LATH
Wxb' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP,
FLASHING TO EXTEND ONTO PIPE
%' CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
::_ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
f FENETRATf ON
N.T.5.
PER SECTION R703.7
Ex4xbr lad lM and t1h3e91(fq
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
TA L
DRAINAGE PLANE (UJRB
LAYER *11, STUCCO WRAF)
WRE3 LAYER #2 (FOFT11=18ER
5U1LD INCH FAFER)
1'1ET)4L LATH
1`01 E
......
X
X
X
X
STUCCO :.. '<.. r; a..:. .
WOOD SHEATHING
OR 1/16' ZIP SHEATHING SYSTEM
( INSTALLED PER MANUR SPECS.)
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
1`'1ETAL LATH: LATH TO 5E PER SECTION
)4,57-1 C-841—OS/ 1 11N. 2.5 L 'Reviewedtor Cede
PER SQ. Y,4RD (UTILITY OR NO1"1IN)4 Un versa)Englin- ^9
Sciences
LATH DOES NOT 1"1EET Sfi=EC11=ICATIONS)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHRECT.
STATE OF FLORIDA
%v 0 6 2029
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT 206 05
DATE: 0/ /
SCALE: 1/4"=1'-0"
SHEET
WAI
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
BACKER ROD
BACKER ROD
WRB LAYER 01,
STUCCO WRAP
VE
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
L BOTTOM. 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN RED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4' CAULKING a JOINT
ALL AROUND
PER SECTION R703.7
Exterlor lathing and plasteHng
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
jo THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER e2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
LEGEND
{ RAME
DRAINACzE PLANE (WRB
LATER #1, STUCCO WRAP)
WRB LATER 02 (FORTIFIBER - - - - - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCO
WOOD SHEATHINCz
OR 7/16" ZIP SHEATHING SYSTEM
( INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING - - - - -
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-103.7.1 / AST-1 G-047-09, MIN. 2.5 LSS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFIGATIONS)
ELEC_ METEF
VERIFY LO
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT
TOP 4 SIDES
�B DRYER VENT (BLOCK
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
t\
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
1- -
/ NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
(N)VENT PENETRATION
1i SCALE: N.T.S.
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
-ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
.°�o� Ar c-ri 1171-_11 ')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEG. WIRE PENETRATES
u.. O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FoR Box INSTALLATION
WRB LAYER M,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAc
EDGE
APPLY E-Z
OVER 60 MI
GRADE '0'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
I/I6' ZIP SHEATHING SYSTEM
I-LINSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER i'2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOODFINISTEXTURED WO
CONST
FASTEN TO WOOD STRUCTURAL
MEMBER • In OL. MAX
8' CMU
Ye' TO Y2' MID -WALL
WEEP SCREED
EJ
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH a MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER "I,
STUCCO WRAP
CUT 'X" INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
el
STEF '*I
APPLY 60 MIN -
GRADE "D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5 T E #�
OV
STEP *'2
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WRB LAYER e2, FORTIFIBER
BUILDING PAPER
ST f= #
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5 7 E 5T E f #(o
ELECTRICAL R E C E P T AC Ide
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Compliance
Universal Enyin ft
scler,ces
2194 H WY A1A, SUITE 301
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FLORIDA 32937
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sysDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
EL.
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHFFECT-
STATE OF FLORIDA
AUG 0 6 2020
IAEL C. ANDEI
AR NO 17305
ras,aa� + DATE: 08 05 20
SCALE: 1/4"=f-0"
SHEET
WA2
L E G E LDN
-T
DRAINAGE PLANE (WR5
LATER 01, STUCCO UJRAP)
ILRB LAYER 02 C�=ORTIF:IBEX'
5UILDING RAPER)
METAL LATH x x x x
STUCCO _
UJOOD SHEATHING
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING - — — — —
2 1 /2 °
1 Apt CORNER BEAD
CORNER BEAD
(FASTENER 4 SPACING a -1" O.G.)
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
CMU
V THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
@) BLOCK
Reviewed for Code
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Universal EnyeieerNq
Sciences
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SVBDIV. & LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT.
STATE OF FLORIDA
AUG'a 5 i.KO
MICHAEL C. ANDERSON
L AR NO 17305 i
PRINT 20 08 05
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
METAL FASCIA LURAP
2XCa SU5 SAND
2x& SUB-BANID
W/1 "x4" NOTCH a
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
-1/8" TEXTURED
FINISH a WOOD
1/2" TEXTURED
FINISH a CMU
I�
I�
I,
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1 �
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METAL FASCIA 1
WRAP YS" FROM
STUCCO, 1" FROM
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\� NOTE: NOTCH FOR 2X(o
REMOVED
,EYOND)
OFF WALL
:CO)
> FINISH
:TURF D
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L
'/8' TEXTURED
FINISH a WOOD,
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FINISH a CMU
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THING,
LURE LAYER 01,
STUCCO LURAP (FRAME ONLY)
URB LAYER *2, FORTIFI5ER
5UILDINCs PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING S`I'STEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4 "x4' - O'
SCABBED TO TRUSS
W/126 NAILS 6'-S"
O.C. MAX.
2x SUS -SAND W/lY"x4"
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL C@ WALL
SUB BAND DETAIL (9WALL
WW./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 a
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
WIV2Hx4" NOTCH a
END, WRAPPED IN
PEEL 8 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
Reviewed for Cade
compilame
Universal E.nglneerinp
ID Sciences
2194 H WY A1A, SUITE 301
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SVSDIV. 8a LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
ARCHrrECT:
STATE OF FLORlDA
iAEL C. ANDS
AR NO 17305
AT' D08/05/20
DATE::
SCALE: 1/4"=1'-0"
SHEET
WA6
39'-8"
11'_b 28 -8"
4 9,_8, 9,_6, 15,_1,0"
FM-12X12 1 FM-12X18— —
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— — — — — —
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—
10
0
4'_4"
0
I 4
1.1
2'_8
10'_2"
3
16,_D,
4
1.1
2'-8"
N.
21'_4"
14'-0„
39'-8'
"0U.N.D1,1TICON
PLAN
SCALE: 1/4" = T-0"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE+-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +4-0", 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.OINDICATEb#5 BAR, MINDICATES #6 BAR,■INDICATES #7 BAR VERTICAL
REINFORCINGBAR IN CELLS FILLED WITH GROUT ENDS OF REINF: BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90°
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS,
12. SPLICES IN; REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C:L 530-13/ASCE 5-13, BUILDING
.CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm =
1,500 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 j OF SLAB SUPPORTED
T-0" O/C MAX !SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE:
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1.4xW1.4 OVER
GENERAL
3 1/2"
6 MIL VAPOR'
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS', SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF. T.O.F.
SHORT
LONG
TE-1
8"
SEE PLAN
101,
(2) # 's
(+)0"_0"
+ p^_0"
FM-12x12
12"
CONTINUOUS
12"
(2) #5's
FM-12x18
12"
CONTINUOUS
18"
(2) #5's
(+)0'-0"
95 RN i IJRB VARIES
FM-16x18
16"
CONTINUOUS
18"
(2) #5's
FMC-12x18
12"
CONTINUOUS
18"
(2) #5's
F-24x24
24„
1 24"
1 12"
s
s
SECURE
STRAP TO
A/C SIMPSON WB
GONG. W/
UNIT
ROLL STRAP
C2)-
OR EQUAL o
CONIS
TAP --CONS
EACH CORNER
OP UNIT
CONIC.
SECURE STRAP TO
SLAB
UNITS W/ (2) 08A 1/4
SHT MTL SCREWS
A/C
CONNECTION
TO
PAD DETAIL
Reviewed for Code
Compliance
Universal Engines"
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
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AA #: 0003325
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SUBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
160 MPH EXP, C
ARCHrrECT--
STATE OF FLORIDA
i
AUG 0 6 2020
MICHAEL C. ANDERSON
AR NO T7305
DATE 08/05/20
SCALE: 1/4"=1' — 0"
SHEET
S 1
Z
STEEL REINFORCING IN GROUTED
Q a CELL SEE PLAN FOR SIZE AND
} SPACING REQUIREMENTS
mw
V J
U Z 8" CMU WALL
co co + 0'-
. ° TOP OF.SLA
' a
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' SEE SLAB SCHEDULE
EXT. PORCH SLAB d
�.
W° 4" CHAMFER (1-STORY)
/ 1/2" ISOLATION .., 6" CHAMFER (2-STORY)
JOINT (WHERE
APPLICABLE) Z ' SEE SCHEDULE
FOR WxD, BAR SIZE
iv AND BAR QUANTITY
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
r�EXTERIOR MONO -FOOTING
BOLLARD
LAP P PLATE A MIN. .OF 48"
AND N W/ 16d COMMON
NAILS 2- WS, 4" O!C BTM.
LAP TO OC ROVER STUD
2x4 OR 2x6 WOO EARING -
WALL W/ SYP Na 2 UDS SEE
PLANS FOR SPACIN INGLE
BTM. PLATE TO BE PT.
PROVIDE DBL.TOP PLAT
+_ U._U..
TOP OF
SCALE: 3/4"=V-0
2" CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
cM
SECURE FLANGE TO
SLAB W/(4) 1/4" X 2 114"
TAPCONS
I
SCALE: 3/4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCK G
RE B . PLATE TO
LA ! d MASONRY NAIL
TAGGERED.
IONAL METAL
NECTORS NOT
QUIRED WHEN NO
UPLIFT IS PRESENT.
-SEE SLAB SCHEDULE
I
\10OD
HEDULE
,l BAR SIZE
-QUANTITY
3"
9 INT OR FOUNDWALL
SCALE: 3/4"=1'-0" (NO LIFT)
I
_Z
STEELREINFORCING IN GROUTED
4 d CELL SEE PLAN FOR SIZE AND
F SPACING REQUIREMENTS
m w (�
a
EL
p ' 8" CMU WALL
o Z
TOP OF SLAB
SEE SLAB SCHEDULE TOP OF GARAGE T
EXT. PORCH SLAB 4" CHAMFER (I -STORY)
W/ 1/2" ISOLATION ' 6" CHAMFER (2-STORY)
JOINT (WHERE EE SCHEDULE
APPLICABLE) '', Z_ NsQ' FOR WXD, BAR SIZE
AND BAR QUANTITY
04
(DEXTERIOR MONO -FOOTING
@ GARAGE
SCALE S/4"=1'-0"
w
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NEW REINF. BAR
O 0-
SECURED W/ 2- PART
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I
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8', UNO
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FOLLOW ALL MANF.
m Q
I
SPECIFICATIONS FOR
USE AND
00
PREPARATION OF
Z
w
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o
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4" CHAMFER (1STORY)
6" CHAMFER (2-STORY)
ADDING
AR TO
MONOLIT
IC FOUNDATION
6
SCALE:
3/4"=V-0"
Q
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m Lu
00 J
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0
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WF�L
CD
SEE SLAB SCHEDULE
g 'ISOLATED COLUMN PAD
oo d a• CENTERED UNDER WALL AND
00
— .4 . POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
SEE SCH ULE
FOR WxD, BA SIZE
AND BAR QUAN TY
MBINED EXTERIO MONO-
OOTING AND COL. P
30"
MIN. EACH WAY
FOOTING
b P > M
erg
6 .
e
s
sv :L FM
♦ . CORNER BARS, SAME SIZE AS LARGER BAR
P el. IN FOUNDATION WITH 30' LEG EACH
° WAY AT ALL CHANGES IN DIRECTIONS
. I .s . � SO THAT THE STEEL REINF 1S CONTlNUOUS
MATCH AMOUNT OF CONTINUOUS BARS
" CONTINUOUS STEEL MONOLITHIC
KFOOTING REINFORCEMENT SEE SCHEDULE
ANSITIONS ARE MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO
MONOLITHIC FOUNDATION
CORNER BARS DETAIL
P TOP PLATE A MIN. OF 48
A NAIL W/ 16d COMMON
NAIL 2-ROWS, 4" O/C BTM.
LAP TO CCUR OVER STUD
2x4 OR 2x6 D BEARING -
WALLW/SYP
No 2i STUDS SEE PL S FOR
SPACING. SINGLE BT PLATE
TO BE PT. PROVIDE DBL: OP
PLATE
SIMPSON SPH4 OR SPH6 —
BTM AND TOP PLATE
ANCHORS W/ 10d x 1 1/2"_
COMMON NAILS FILL ALL
HOLES, DO NOT USE 10d
x T'
+- 0 0"
SCALE` 3/4"=1'-0
/W/PLAN
HT
PLANO NGATE TO SLAB W/
ANCHOR W/2"
HIGH STRENGTH
BED. MIN. 0 16" OC
ESLAB SCHEDULE
TOP OF SLAB
'a
EQ. EQ. SEE SCH ULE
FOR WxD, BA IZE
AND BAR QUANT
INTERIOR CURB FOUNDATION WOOD WA
SCALE:3/4"=1'-9' (W/ UPLI
+
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYPJ
SLA3
u 2X WALL FRAMING
:' •; 1/2" DIA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
INTERIOR FRAME BRIG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"=1'-0"
RECESS AROUND GARAGE
DOOR OPENING
SCALE: 3/4
LAP TOP PLATE A MIN. OF 48
AND NAIL W/ 16d COMMON
FOR
INRY
ISET
EV:
NAILS, 2-ROWS, 4" O/C BTM. I
I VERIFY HEIGHT
LAP TO OCCUR OVER STUD J
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
+_ 0'-0"
TOP OF SLAB
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
W UPLIFT IS PRESENT.
� SEE SLAB SCHEDULE
Q
\. rd .' e
4. p�`� _mod•
. d
: a .
• 40 °
EQ. EQ. SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
INTERIOR CURB FOUNDATION WOOD WALL
SCALE:3/4"=1'-0" (NO UPLIFT)
Reviewed for Code
Compliance
Universal Engme8ft
Sciences
2194 H WY AJ A, SUITE 301
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FLORIDA 32937
PH: 321-802-3591
www.a bdeskk igngrow p.com
AA #: 0003325
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SUBDIV. & LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHM CT
STATE OF FLORIDA
AUG 0 6 2020
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT
DATE: 08 05 20
SCALE: 1 /4"=1' — 0"
SHEET
S1. 1 A
N
N
o—
IL'JI IL•JI
2'-4"
DOWEL PLAN
SCALE: 1/4" = T-0"
25'-10"
18'-10"
14'-8"
3'-0"
01 El
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C9
17
19'-0.
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Reviewed for Code
Compliance
Universe] Engmeedrp
sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
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SUBDIV 8e LOOT:
CREEKSIDE
PHASE II'
LOT #41
PROJECT#
04321.200 041R1
]MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
DOWEL
PLAN
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
ICHAEL �6 &ERSC
AR NO 17305
PRINT 08 05 20
DATE- / /
SCALE: 1/4"=1' — 0"
SHEET
S1. 2
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
- GROUTED BOND BEAM
ARIES PER ELEV.
e a:
d d d Q.
N e
r-
al.
d
d
C
a
d
J
e
�
.
Q
Q
co
e
a
IIrO
CLEAN OUT REQUIRED
FOR INSPECTION
0'-0" FIN. FLR
_ a
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
d' 4
Z Lu
—w
>
O
O
HORIZONTALIVERTICAL
REINFORCING
SCALE: 314"=1'-0"
EXT. PORCH SLAB
W/ 1/2" ISOLATION
JOINT (WHERE
APPLICABLE)
6" PVC CHASE
THRU FOOTING
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
/ I la .1 -A_ . J
Z
a
III
III
— STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WALL
\—SEE SLAB SCHEDULE
4 4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
MATCH STEEL
REINFORCEMENT
PER SCHEDULE
—SEE SCHEDULE
FOR WxD BAR SIZE
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
z w
�o
U
AND BAR QUANTITY PVC CHASE
4 THRU FOOTING
SCALE: 3/4"=1'-0"
REINFORCEMENT
PER SCHEDULE
NG
#5 BARS
[E]
` CMU UNIT DIMENSIONS
ARE NOMINAL SIZES
(D_MMASONRY SYMBOLS
SCALE: 3/4"=T-0"
Lr+ Reviewed for Code
Compliance
Universal fln9Meenn9
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
N
U
rQ
�V
O
F
0.
U
W
4
F
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ti
SUBDIV. 8e LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SVIMG:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT.
STATE OF FLORIDA
AUG 0 S 2020
MICHAEL C. ANDERSON
AR NO 17305 J
DATE 08/05/20
SCALE: 1/4"=V-0"
SHEET
S10 2A
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 11/2" 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, FILLALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS
7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4 ).
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED*UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES,
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177 x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS:
12. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B. =
TOP OF BEAM / B:O.L. = BOTTOM OF LINTEL / T.O.A.= TOP OF ARCH I T.O.S = TOP OF SLAB
ABBREVIATIONS E.E.= EACH END, O/C = ON CENTER; F:E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
f'c
(psi)
SIZE
SIIZH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
—
(1) #5
—
N/A
—
GROUTED SOLID
"CAST-CRETE" SAFE LOAQ TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED'',U-LINTELS
LOADS
FOR
SAFE UPLIFT LOADS
FOR 8'
PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
C
SArEEL
OAD
SAFE
LOAD
- POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
8U8
eFa.ae
BF12-0B
SPISM
NPON
OF240B
M28-0
SOB
TYPESUS
LENGTH
S
RCMU
TYPE
LENGTH
&S1T
W124T
BF164T
6F2D4T
OF24-1t
eRtstt
ePaaTT
eF67B
OR246
W167B
8F10.ts
aF24.1B
fill
NIZIB
wei
amiar
/F1 u
OF20•sr
8F24i .2r
9F/am
wwu
3,4, (42� PRECAST
2231
NO
3719
6163
OW
am
9502
10051
�� (42') PRECAST
1025
1024
1598
3�' (42� PRECAST
7800
2855
9624
4304
am
0132
70M
Sall4m6
6113
7547
e974
10394
11e09
tree
wee
SB24
4984
Sae9
0182
7001
*V (48') PRECAST
1908
=I
275t
9820
4e00
am
70H
ato7
4,4, (48') PRECAST
706
783
13M
*W (4S� PRECAST
1383
2ao6
amU15
4670
eaw
m70
2898
40M
$113
7547
6e74
10894
71me
1303
21115
8111101
3815
4670
eaw
em
4'41r 64 PRECAST
('
1599
1069
2110
2931
37m
415M
6400
am
,
4$' (547 PRECAST
5921
591
1078
,
4$ F✓84' PRECAST
1207
2040
2707
8875
404a
4711
s819
21M
4375
6113
75470l
e672
70484
time
1207
2040
2M7
8975
4043
47"
Sa79
S4' (847 PRECAST
1Z77
1340
"a7Be9
25M
3129
HIN
42W
Ste• (B19 PRECAST
411
411
74b
OW(e49 PRECAST
1016
171$i9
22Mtq
268a
8909
3961
4622
tees
a9m
NO
7547M
978s1u
10127
1010
1715
2276
20e
9989
3961
41W
5-10' (70') PRECAST
10�
1105
1173
1004
2000
2540
a009
3470
5-10' (70� PRECAST
340
3�
818
5-10' (70') PRECAST
we
we
1587aq
2110
3407
3010
4138 "
1451
202
43M
7100M
eoaepq
7181M
8=111%
1567
211e0
203
3107
30D
413E
94r (78) PRECAST
we
1298
2177
34M
3031
37OF
430
587
V4r (759 PRECAST
507
721
4eD
V4T• �� PRECAST
an
1
2M
8261
3712"
tsae
2tn
am
met
BSeo
to991y
eea5aq
B86
1407
ta88
2828
2790
8261
8712
T$' (907 PRECAST
743
101t .
1720
2812
2206
INS
8191
am6
T43' (W) PRECAST
424
534
883
T$' (9D`) PRECAST
727
1
1
29M
w27
am
1011
1720
seal
8906
Wa467aq
0172aq
727
1224
104
20M
2W
2W
822a
9W (1121 PRECAST
554
W
1180
less
WIN
8486
2876
3W
74, (112-) PRECAST
325
512
230
V4'
12� PRECAST
all708
t1
1474
187
2167
sm0
7M
1246
1843
2684
OWN
47WW
699Ugq
501
eat
1318
1043
1069
2294
2010
10'4r (126') PRECAST
475
em
1247
2110
2777
2108
2MO
10'4• (1287 PRECAST
254
401
ISO
IOW
28) PRECAST
6m
67apq
11118M
tteepq
1481pq
17360
2011
us
I=
15a8
20021
2781
a8'taeq
47844%
no
6B6
1180
1472 N
7788
2066
2a46
11 (1357 PRECAST
362
6a2
go18m
1840
2429
Ili
4m6
11 (13B' PRECAST
280
462
154
11'-4' 1 PRECAST
(
474
m4 e l
e00
7007
127
151
1768
6a2
946
INS
INS
242a
8727
400e
404
m7
1044111
1872aq
1648
11116"
2187
17-0' (144' PRECAST
337
640
a79
1254
Is"210a
2806
8662
17-0' (144') PRECAST
244
402
187
12' 0' (144�
PRECAST
470
458
724
98a
11
1
10a6
640
e79
two
1684
210
sms
470
01)
940m
t302
1600M
181111
2076
IX-C 7 PRECAST
(
295
471
766
I=
142E
IBM
9810
2883
17-C (150'7 PRECAST
217
324
110
ITrP" (Br
PRECAST
a4 411
a611
W
786
994
17
471
756
t076
1428
1886
=10
=3
4B0
w0
t159�
t41
tB6$,q
t88TM
oij
1,V4r 1 PRECAST
(�
279
474
708
1002
1928
1667
2127
2800
14'-0' (1887 PRECAST
205
283
100
14'-0' (BB')
PRECAST
a84 �
E511M
am
724
6B0
1
1220
442
70e
1002
19w
7807
2127
2e90
410
4w
717 A
1083pq
78Se1y
1
IW7
14 8' (17T3� PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
14'�' (176� PIffiSTTtESBED
N.R.284
91
14' 8' (178� PRESTRE88ED
29B
a84 Re
WD
672
646
978
1131
458
703
Ism
1002
n45
2517
2712
&B
W5
as
M pq
1
151
1734
16W (1847 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
W
15W (154' PRESTRESSED
N.R.
259
83
19-C (184-) PRESTRESSED
224
319
4m
027
lee
Ott
1054
412
710
12W
7799
211023w
2518
2m
WIN
Ina a
so pq
1
14ODM
16e9 ear
1Td• (2087 PRE87RMO
N.R
NR
NR
NR
NR
NR
NR
NR
1T-4• RM �
N.R.
194
64
IT-C CAA PRESTRESSED
102
7B8
406
827
88B
756
87a
am
64B
em
13M
tm9
IM
2W
1B2
300
608 "
740 m
1006ml
l7flm
4479
19' 4' (292� PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
78 �. C� PRESTRESSED
N.R.
148
52
19'-4 (2921 PRESTRESSED
102
18a
220 aq
2B8
SUM
420
Well;
828 aq
W
841
847
1
747 PA
1227
gas
420
7m
10a7
1282
1515
rns
21 �• ( ') PRESTRESSED
N.R.1m
NR
NR
NR
NR
NR
NR
NR
, .
21 (2587 PRESTRESSED
N.R.
125
42
, , (M PRESTRESSSED
21 r{
142
Wit
507
898
480 a'1
608
6%
340
690
646
1114
130
140
142
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873 al
697 am
721
m6
1048
2Z4r I PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NIR
NR
MR
NR
NR
NR
NR
NR
27-V (M7 PREST1�SSED
N.R.
116
40
22-V W7 PRESTRESSED
137
197aq
295
370
402
646
am
7MR
187
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35B
518
Bm ap
BB8 =I
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No (288•) PRESTRESSED
N.R
NR
NR
NR
NR
NR
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NR
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24 O W PRESTRESSED
N.R.
91
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Wn PRESTRESSED
124
124
179 aq
202
287
819 ml
342
466 aq
418
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402
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12O
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4m
Willm4
toes
I=
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
-ALL VALUES TAKEN FROM "SAFE LOAD TABLES' SY CASTCRETE MAY 201S EDITION . PRECAST PRODUCTS
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINI Ml
BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
4' OF BEARING PAST EACH SIDE OF WINDOW OPENING
1 ♦ 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B lei
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ROOF TRUSSES BEAR, TOP --------
OF WALL EL. 8'-8", UNO.
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LIFT
SCALE: 1/4" _
Reviewed for Code
Compliance
E AM PLAN Universal Enginee,Fq
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www abdesigngroup,com
AA #: 0003325'
F
Mail
W
y
U
W
0
F
F
64
SXMDIV. & LOT:
CREEKSIDE
PHASE II
LOT #41,
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP. C
ARCHfTECT
STATE OF FLORIDA
AUG 0 6 2020
kEL C. ANDEI
AR NO 17305
""'q E: `
DAT08 05 20
I SCALE: 1/4"=1'-0" 1
SHEET
S 2
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P CORPORATION-CASTE-CRETE
DIVISION ACCEP ANCE #' 19-0130 Ti3
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
30' TYPICAL
#5 BAR IN BOND BEAM —
CORNER
REINFORCING OF BOND BEAM
SCALE: 3/4"=V-0"
NOTES TO THE INSPECTOR/CONTRACTOR
1. PLACE LINTEL ACROSS TOP OF OPENING.
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
(�G\ 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
PLACE STEEL HEIGHT
�O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUSAROUND
ENG� AS DEPICTED HEREIN STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
\ \ TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE.
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
/REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
/ TOP OF THE LINTEL.
6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
8x16 DBL. BON
BEAM W! 1 #5
EACH COURSE
•
G 8x8 BOND BEAM TOP OF
• OQ�G�\N W/ (1) #5 BAR4ND
OND BEAM
F = FILLED W/ GROUT
U = UNFILLED GROUT SOLID FROM
NOMINAL LINTEL TO TOP OF BO
# OF #5'S, IN 2ND BOND
WIDTHBEAMCOURSE BEAM, IF FILLED LINT
1 6_ 1 T/1 M/ R 8x8 PRE -CAST CONCR
PQS F�� NOMINAL- -�� v LINTEL W/ (1) #5 BAR (
P�y�G HEIGHT LENGTH OF BAR =WI#OF #5'S, TOP OPENING -2IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR2THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8PRE-CAST CONCRAND XFXX - 1T/oM/oB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT ISTHIS ENGINEER'S INTENT AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATITQP
LINTEL OF OPENING 10
AND XUXX - 1T/0M10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
BONDBONBEAM
D BEE AM
TYP.8"x16" io
BOND BEAM r
MASONRY
BEAM DESIGNATION
SCALE: 3/4"=V-0"
PRECAST HE
2x4 (MIN 2 X'3) 1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM' EACH END AND
18" O.C. MAX'. MIN 1-114"
EMBEDMENT
2x6 (MIN 2 X 3) 2-3/16 TAPCON
PRE -CAST as OR DRIVE PIN (MIN SHANK
WINDOW SIZE.145 MIN HEAD SIZE :300
SILL MIN EMBEDMENT 1 114") 8"
SLOPE FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x8 (MIN 2 X'3.3) 2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.,145 MIN HEAD
SIZE .300 MIN, EMBEDMENT 1
1/4") 8" FROM! EACH END AND
TYPICAL MASONRY WINDOW
CII I r0KICTRIII'_TI(lN
18" O.C. MAX';, MIN 1-114"
EMBEDMENT',
SINGLE #5 CORNER
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO
FILLED CELL
V2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK. EA. END
7/16" OSB SHEATHING
CMU WALL
ARCHWAY FRAMING DETAIL
SCALE: 3/4"=V-0" `
STEEL REINF. OF
BOND. BEAM
PROVIDE #5 BAR
EACH SIDE
STEEL REINF. OF 0 LEVATION
BOND. BEAM CHA E
CHANGEIN
ELEVATION OF BOND BEAM
7 SCALE: 3/4"=
Reviewed
C,n, Id
Universal Engln
Sciences
W
w
x"
0
x
sVBwv. & LOT:
CREEKSIDE
PHASE II'
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
AUG 0 0 2020`
MICHAEL C. ANDERSON
L AR NO 17305 J
PRINT
DATE-
08 05 20
SCALE: 1/4"=1' - 0"
SHEET ///^9®�
2 e I L g
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.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS,
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL,
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ` x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10 TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT,
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
13. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING
SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC
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
WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
ACTUAL TRUSS WEBBING CONDITIONS CONFLICT, THE CONTRACTOR SHALL PLACE
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
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.
GIRDER/TRUSS
W12x6 BOTTOM
CHORD
END JACK TRUSS BOTTOM
CHORD W/MIN (4) 10d
INHERE APPLICABLE NAILS FOR EACH
CHORD CONNECTION
TRUSSES W/2X4
BOTTOM CHORD
DIAGONAL
BRACING/BOTTOM
CHORD BRACING
DISSIMILAR BOTTOM CHORD BRACING ® END
TRUSSES W/2X4
BOTTOM CHORD
G I RDER/TRUSS
W/2X6 BOTTOM
CHORD
BRACING/BOTTOMDIAGONAL —/ 2x4 SCAB NAILED TO
CHORD BRA NG I/ I)N//I W MSN BOTTOM NAILS
Y I Y' I FOR EACH CHORD
CONNECTION
DISSIMILAR BOTTOM CHORD BRACING @ MID RUN
TRUSSES W/2X4
BOTTOM. CHORD
BRACI NGIBOTTOM
CHORD BRACING
CONNECTOR SCHEDULE
CONTROL DATE. 01/27/2020
M ITeh LISP
SIMPSON
M[Tok USE
SIMPSON
DES.
UPLIFT
GRAVITY
DES,
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
MET16
145C
(S) 10d X 11/2" 1-PLY, (7)16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2)HTA 16-18
2430
(2)MITA-16
19855
(12)10d x 11/2"'1-PLY, IMBED 4"
(10)10d x 11/2"1-PLY, EMBED4"
HTA 16
1870
HERA-16
1810
I10) 10d X 11/2', (3) 16d 2-PLY, EMBED 4"
(9) 10d %1112' 1-PLY, 8) 16d 2-PLY, EMBED 4"
HTA 20
1870
EFTA 20
1810
(10) 10d x 11/2', (8) 16d 2-PLY, EMBED 4"
(9) lOd x 11/2" 1-PLV. (a) 16d 2-PLY, EMBED 4'
12{HTA-20
2430
i2j IT-,", 2C
2035
(12) 10d x 1112",1-PLY. EMBED 4"
(10) tOd x 1 112" 1-PLY, EMBED A"
250C
I10) 16d 2-PLY, EMBED 4"
(12) 15d 2-PLY, EMBED 4"
LUGT-2
1655
LGT2
1885
PER (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16)10d
(7) 1/4" x 21/4" TITEN, WOOD (16) 16d
I UGT-3
33W
LGT3-SOS? 5
3480
CONC ILL 3/8" X 5" Wedge-BoR+Anchors, WOOD (12) W525
112) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5" TITER! HD TO WALL
DHTA-20
2430
DETAL-20
248C
(16)-10dx1112, 1 PLY ALTERNATE USEOF(2(HTA -20ACCEPTABLE
ITS) -l0dxl1/2, 1 PLVALTERNATFUSEOF(2)HETA-20ACCEPTABLE
NIUGTiS+
3945
MGT+
3965
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED),(22110d TOWOOD)
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(Z2I10d TO WOOD
"HbT2.
9575
FGT-2 +
10690
WOOD (8j 10d, MASONRY (2j 3':" r\.T.I
(2) 314" A.T.R. IN HIGH STEEN GTH EPDXY (MIN. 12" EM BEDi, (16j 10d TO WOOD
IIUGT3+
986C
HGT-3+
10690
WOOD (8) 10d, MASONRY (2) 3/4'AS.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lOdTO WOOD
LPTA
1.510 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLELTO
1210 PERPENDICULAR
WALL
WALL
TO
(10)Hod x 11/2'
(10)10dx 1-1/2'
MUGT IS
3945
VGT
4940
(1) 5/8' I N HIGH STRENGTH EPDXY )MIN.12"EMBED),(4)1Dd TOP/(6)10d FACF/(12) Tod BACK OF TRUSS
(1)5/8"A.T.B. IN HIGH STRENGTH EPDXY (MIN 12" EMBED), (16) SDS 1/4'x3'
HUGT
1 9575
(21 VGT
7185
(21S/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12"EMIBEDE I8)10d
(2) 5/8" A. I . R. I N HI GH S TR EN GTH EPDXY (MIN. 12" EM BE D), 134 SD51/4"x3"
MTW 12
%5
MTS-12
990
(14)10d x 11/2",(14)10d
(14)10d X 11/2"
H IW 16
1355
H'r-16
1310
(16)10d X 1 1/2", (16) 10d
(16! 10d X 1112"
HTW 2D
1355
H'TS-20
1310
(24)10d X 11/2",(20)10d
(24)10d X 11/2'
H TA' 24
1355
HTS-24
1310
(24)10d X 1. 112",(20)10d
(24)10d x 11/2"
ESTa 12 +*
930
LST412 +-
925
(10) 10d
110) lod
LSTI.. !a At
1235
LSTA-18 ++
1235
(14)10d
(14)10d
NISTA-18++
1310
MSTA-18 +*
1315
(14) 10d
H1 ) 10d
MSTA 24++
1640
MSTA 24 t-
F40
(18)10d
(18)10d
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(22)Wd
MSTA 36++
2065
MSTA-31,+-
2050
(26) 10d
(26) TOY!
KSTI235
2765
MST)-36
3300
(36)ludX 1112"
(36310d X 11/2'
KT51248
5105
MST)-48
5070
(48) 10d X 12/2"
(48)10d X 11/2"
UP TA6
980
H6
CC55
(16) Ad x 11/2'. (16) ad)
(8) ad TO PU%TES,(8) ad TO STUDS
SPT4
875
SP4
825
(6) lid TO STUDY (6)10d TO PLATE
(6) 10d x 1112" TO STUDS
MP34
5251N F1 GT 160%
A34
430
(4; ad 11/2' TO BEAM, (4) 8d x 11/2" TO POST,
T4)adx 11/2" TO BEAM, (4) ad x 11/2"TO POST.
HIICP2
680
HCP2
590
(10)10d x 2 2/2" TO TRUSS, (10) 10d X 11/2"10 PLATE
(12) 10dX 11/2"
kT]6A
1020
H10A
1040
(9} 10d x 11/2" TO TRUSS, (8)10d X 11/2' TO PLATE
(18)'10d X 11,/2"
NI UG15&PHD4A
4175
V H
VGT DU4
4940
2810d TO TRUSS 10 WS3 WOOD SCREWS TO POST SS"
( ) ,( ) W/ / THREADED ROD
(16)�SDS lf4"x3"TO WOO D,(10)-SUS 1/4"x2't/2"W/THREADED RDD, (2)NW 5/WASHER/2 PLY
'
MIIGTI5&PHD4A
1 4175
VISIT &HIM
4940
(28)10d TO TRUSS,1'10) WS3 WOOD SCREWSTO POST W/ 5/8 ' THREADED ROD
(16)3D51/4"0"TO WOOD, 13)-3/4"STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
67/S
ABU 44Z
2300
7i SC
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC.. (12) i6d TO WOOD
(1) S/8" A.1R IN HIGH STRENGTH EPDXY, (MIN. T' EMBFOL IN CONC, (12)16d TO WOOD
PAU65
2455
16005
ABU 66Z
2190
18205
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC,(12)i5d TO WOOD
(1)5/8"ItT.R. IN HIGH STRENGTH EPDXY. (MIN. 7" EMBED.) IN CONC., H2)16d TO WOOL)
LTS19 ++,
1205
LTT19-++
1330
(1)3/4"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED) IN CONC.(8)l0d TO WOOD
(1)3/4"A.T.R. IN HIGH STRENGTH EPDXY, (MIN 7" EMBFDT IN CONC RH10d TO WOOD
LT52CR+-.
lIDC
LTT2013«+
1500
1
1 (1j3/4"A.T.9. IN HIGH S TRENGTH EPDXY, IMIN. 7'EMBED) IN CONC.,(10j10d x 1-ij2 ED WOOD
11) 112" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EM BED.) IN CONC., (10) 10d TO WOOD
HTT45
4160
HTT4
4155
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN COW., (19)'i6d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26)16d X 212"
HT745
5C05
HTT5
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC_ 26116d X 21/2"
(1) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. T' EMBED.) IN CONC- (26j 16d X 2 D2'
UPHDll+
1439S
HHDQ1'1-SDS
]
23-
11810
(11 V A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN COLIC, (24) WS3 WOOD SCREWS
(1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIIN. 10" EMBED.) IN CONC, 124) SDS %" x 2%" WOOD SCREWS
PHUSA
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7' EMBED) IN CONC ;14) WS3 WOOD SCRFWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC'., (3I3/4' STUDSOLTSTO W003
TDXB
7870
(1;. 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS 1O WOOD
NTMI35%12U
2580
7130
NIBHA
3.55/11.25
3475
5330
(1) 112'' 1-EDIT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/3/4" CIA ITW RAMSFT/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ'N/MIN 5"EMBED INSTALLED IN FACE.(14)10d AT106T
(1) 3/4" A.T. R. IN HIGH STRENGTH EPDXY, (MIN. (iJ5" EMBEDMENT) IN C.MAL TOP, (1) 3/4' A.T.P. IN HIGH STRENGTH
EPDXY, (MEN. 6,75'EMBEDMENT) IN C.M,U. FACE,(18) lUd TO BEAM
HII54121F
3615
2710(100%)
HUSC412
(WOOD)
3435
2635 pOC"S;
LTD) 16d TO HEADER, (10) 16d TO WOOD
(10) 16d TO HEADER, (10)16d TO WOOD
3325 (125%)
3220(125%)
HU--10IF(CMUI
1950
3080
FI UC410
(CMUj
ism
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) IOd TO
W000. LISP (20) 3f16"" TAPPER.. (10) 10d TO W000
(18) 1f4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU. (10) 10d TO \NOOD-
HU210-21F (CMUj
1950
3080
(CMU) HUC210 2
ISO()4501'1
(18)1/4""x3"" WS3 SCREWS,(1Oj 10d TO
WOOD. USE (20) 0/16 TAPPER+, (10) 10d TO WOOD
""
(1S)1 4" x 22-3/4
-3/4" TITEN ( PER FLANGE) TO CMU, (10) lUd TO WOOD.
HU210-3IF;CMU)
2795
5015
HUC210 3
(CMU)
1800
4500
118I 1/4"" x 3"" WS3 SCREWS, (10) lOd TO
WOOD. USE (20) 3/16"" TAPPER+, (10) 10d TO WOOD
18) 1/4 x 2TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD'.
LGUM26-2
2125
6065
LGUM26-2-SO
1430
5595
(4) 3/8" X 4" Wedge Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD
M
CJ,
CA
CA
2X4 BLOCKING BETWEEN TRUSSES 24" O.C.
TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d
COMMON NAILS & SECURE TO BM. W/
SIMPSON LTA2 USED TO BRACE TOP OF WALL.
II
n u if n u u u u n u n11 1II =
II ATTACHII4'-0" LOI NG 1111
SCAB IITO II II II II II
II TRUSS W/ 10d NAILS @6"O.C. If II II II II ---
II (4" FROM EA. END) II II II II II
1
A,4G
—r--r r
�1
I I I 6 I I
102
N Z -
_ _ _ — _ — PREfABRICA ROOF
v TRUSSES 6 24.0 MAX.
r=
a=—___--____
n
�i
A,A
I I I I I I
22"x544" _ 1
ATTIC I I a
ACCESS_ _
^s p
W
m I I I I I I
w z
0
V
All
Lu
_ J V Al
1A — --- 1A --- --- --__'
,A 1 1 3.1 3.1 I I I A,6
7 V 8 \ / 7 V 8
FRAMING PLAN
SCALE: 1/4" = V-0"
Reviewed for Code
Compliance
Universal EnglneelW
$cwmes
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
U
W
O
0.
W
G
F
A
ti
SUE13DIV. & LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT*
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
FRAMING
PLAN
160 MPH EXP. C
ARCHrTECT:
STATE OF FLORIDA
AUG 0 5 2029
MICHAEL C. ANDERSON
AR NO 17305 J
DAATTE: 08/05/20
SCALE: 1/4"=1' - O"
SHEET
S 3
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 z" NAILS TO TRUSS
PLYWOOD SHEATHING, SEE
3-(2) SIMPSON HETA16 TRUSS ANCHOR WITH
"ROOF/WALL/FLOOR
(12) 16d x 1 2" NAILS TO TRUSS
SHEATHING
FASTENER SCHEDULE"
DBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
NOTE: A PT SYP #2 2" x 4",
(16) 10d x 3 4' NAILS TO GIRDER AND
6", 8" x 4'-0" MAY BE ADDED
(2)SIMPSON HETA16 TRUSS ANCHORS
W/ 10d NAILS, 2 ROWS, 3"
WITH (12) 16d x 3 Z" NAILS TO GIRDER
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
1x2, 2x WOOD FASCIA
ACCOMMODATE TRUSS
SEE ARCHITECTURAL
ANCHOR REQUIREMENTS.
2x SECURED W/ (3) 16d
GALV. COMMON NAILS.
ENGINEERED WOOD
1x2 SECURED W/ 10d
TRUSSES @24" O/C,
GALV. COMMON NAILS
;
SUBMIT SHOP DRAWINGS
12" O/C
FOR REVIEW
AND APPROVAL
\SONRY BOND BEAM
E SCHEDULE
AALLOWABLE UPLIFT = U:1810 LBS, L:770. LBS (1 PLY)..
B ALLOWABLE UPLIFT = U:2365 LBS L1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT = U:2705. LBS (2 PLY)
TYPICAL
TRUSS/
1a
1b 1c
GIRDER
CONNECTORS) SCALE:3/4"=1'-0"
4 NOT USED
Rm
OUTER 113OF
SPAN ONLY
BTM. —
PLATE
—NOTCH DEPTH 1/4*D
HOLE EDGE >518"
HOLE DIAMETER
< 2/5*D SGL. STUD
HOLE EDGE>5/8"
HOLE DIAMETER
< 3/6*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
0
SCALE:. 1 1/2"=1'-0"
ENGINEERED WOOD TRUSSES
PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP
"ROOF/WALUFLOOR'
DRAWINGS FOR REVIEW
SHEATHING
AND APPROVAL
FASTENER SCHEDULE",
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
T
NOTE. A PT SYP #2 2" x 4",
(9) 1Ad x 1 Z" NAILS TO
6", 8" x 4'-0" MAY BE ADDED
GIRDER. PROVIDE 5"
W/ 10d NAILS, 2 ROWS, 3"
MINIMUM CONCRETE
O/C TO FACILITATE ONE
EMBEDMENT. USED IN
ADDITIONAL PLY MAX. TO
CONJUNCTION WITH
ACCOMMODATE GIRDER
HEAVY UPLIFT
TIEDOWN REQUIREMENTS.
CONNECTOR
A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) e" x 5" TITEN HD TO CMU AND (12) SDS
' 4"x22"TO GIRDER
B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
1x2, 2x WOdD FASCIA
(2) z" x 5" TITEN HD TO CMU AND (18)SDS 4" -x
EARCHITECTURAL
SEE ARCHITECTURAL
3" TO GIRDER
2x SECURED W/ (3) 16d
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS.
(2) z" x 5"TITEN HD TO CMU AND (18) SDS 4" x 3"
1x2 SECURED W/ 10d
MASO
RY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS
BEAM
ENSURE THAT CELLS ARE GROUTED
12" O/C
SEE SC
HEDULE SOLID', 8" EACH WAY OF BOLTS
A ALLOWAE
LE UPLIFT = 3285 LBS (2 OR 3 PLY)
B ALLOWAE
LE UPLIFT = 4725 LBS (2 PLY MIN.)
C ALLOWAE
LE UPLIFT = 8885 LBS (2 PLY MIN.)
TYPICAL
ROOF
2a 2b
2c
GIRDER CONNECTOR(S) SCALE 3/4"=1'-0"
NOT USED
9 NOT USED
6'-0" MAX (W/1X4)
OR 10'-0" MAX (W/2X4)
c
i`
# 1100 UPLIFT SIMPSON
HTSM20 W/10 10d TO.
TRUSS AND (4)1 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W/10 10d TO
TRUSS AND (4) 1/4" x 2 1/4"
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
A I _j
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
1x4 DIAGONAL
BTM. CHORD
BRACING, SEE
PLAN FOR LOCATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
1x4 BTM, CHORD BRACING 6-0" O/C END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTEb SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSEQTIDNTYP. c BTM. CHORD BRACING
6 SCALE: 3/4"=1'-0"
S_NPOLUSED
SCALE: 3/4"=1'-0"
(2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA TRUSSESWHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE SEAMS)
30'-l"TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE
(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA.
(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2"
FROM CENTER TO END. WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH EPDXY 6"
SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
MAX.
PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
P.T. PLATE W/ 12d's 8"
STIFFBACK (AS PER O.C. MAX
TRUSS ENG) CONT. 2X4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
10'-D" O.C. MAX.
SEE SCHEDULE FOR
BOND BEAM REQ.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCA`
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
ALTERNATE MATERIALS
SCALE:, 3/4"=V-0"
ID Revie
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COnipliance
Universal Englneeriq
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2194 HWY A1A, SUITE 301
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STATE OF FLORIDA
AUG 0 6 2020
IICHAEL C. ANDERSOI
AR NO 17305
PRINT DATE: 08 05 20
SCALE:1/4 90=11- 0"
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BRACE W/ (3) 12d @ EA.
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-
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----
DETAIL FOR STRAPPING INFO.
DQ
SIDE VIEW
1 x2, 2x WOOD FASCIA —
-_- CONNECTION PER
SEE ARCHITECTURAL
TRUSS MFG.
2x SECURED W/ (3) 16d
ENGINEERED WOOD
GALV. COMMON NAILS_
TRUSSES @ 24" O/C,
1 x2 SECURED W/ 10d
SUBMIT SHOP DRAWINGS
GALV_ COMMON NAILS
FOR REVIEW CONT. 2x4 RAT RUN
12"O/C
ANDAPPROVAL SECUREDW/(2)12d's@
PRE—ENGINEERED
MASONRY BOND BEAM
SEE SCHEDULE
EACH TRUSS
VALLEY TRUSS CONNECTION
GABLE END PRE-ENG'D TRUSS
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2194 H WY A1A, SUITE 301
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DETAILS
160 MPH EXP. C
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STATE OF FLORIDA
AUG 0 6 2020
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PRINT DATE: 08 05 20
SCALE: 1/4"=1'-0"
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HIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 = 23.79 PSF (33.79)
ZONE 2 = 39.48 PSF (49.48)
ZONE 3 = 67.16 PSF (77.16)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
WIND EXPOSURE: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT +- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN7116"
O.S.B. OR 1/2" CDX EXT PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND 8d RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" O.C. EDGEWISE 2x4
BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE
END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA.
SHANK
TENSILE STIR.
SHANK
8d
RING SHANK,
21/2"
0.120"
170,000
RING
(16-20 RINGS
SCREW SHANK
PER INCH)
8d
SCREWSHANK
21/2"
0.120"
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4'
2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING
ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHING
EXTERIOR SHEATHING
USE 1/2" CDX OR 7116" 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
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUR SPECS.) SEE DETAIL.
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES @
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BUILDING LENGTH
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AND ENDWALL BRACING
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GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33, MAXIMUM AGGREGATE SIZE SHALL BE 34".
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
I'�
WOOD:
'.. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED: TO EARTH OR WEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS; AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". '
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE. PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
ACI 318-14BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI AND A MODULUS OF
FOR STRUC RAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
0 ER MEMB
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED 6INCHES AND .SEALED WITH ADHESIVE TAPE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
FORM
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: DISODIUM
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TORE TYPICAL AND
-WORK:
CORROBORATE TETRAHEDRAL(DOT). WOOD FOR STRUCTURALUSE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED O TO APPLY TO ANY SI MILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO. RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
EXCEPT WHE RE A.DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,',
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID. BUYING TREATED LUMBER THAT
"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN %" OF HEARTWOOD.
ALL DIMENSI NS AND CONDITIONS MUST BE VERIFIED, IN THE FIELD. DO NOTSCALE THE
-
DRAWINGS FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS: j
MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART.
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WOR
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS:,
SYP#2.
'.
THE STRUCT RE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THEBUILDING
IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS. OR TIE -DOWNS.
WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE ACI
WOOD TRUSSES:
TYPICAL DETAILS. MINIMUM LAP. SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
G (O.S.B
TO BE STRUCTURAL GRADE)
J
a
L Z
¢w w
C9
LU '..
w U C 8d RING SHANK GUN NAILS' IN
U ~ U @ 12" O.C.
FIELD or 8d x 2 1/2" SCREW SHANK
fn O PNEUMATIC SCREW -NAILS@ 12" O 6�IN
� W ifl FIELD J\
d
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
THE CONTRACTOR
SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
SUPPORTED WITH 2" CHAIRS SPACED T-0" OC, EACH WAY.
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
REQUIREMENTS
AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
DO NOT SCALE
DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED FROM STEEL
TO WORK PERFORMED
AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A615GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
DESIGN
GADS:
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
DESIGN, FABRICATE; AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
CONTRACTOR SHALL. SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI 1"
ROOF:
UVE LOAD FLOOR: LIVE LOAD 40 psf -
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS,
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
20 psf -P
REVIEW..
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" '
WOOD TRUSSES.
10 psf BTM CHORD -non-concurrent
#5 BAR - 30" #7 BAR - 42" I
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD DEAD. LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
15 psf TOP CHORD 20 psf TOP CHORD
(7 psf wl ASPHALT SHINGLES (10 psf w/ No GYPCRETE)
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS:.
10 psf BTM CHORD 5 psf BTM CHORD
THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
EAD LOAD TO RESIST WIND UPLIFT: 10psf
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE. CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 psf
WALL
I,
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
WIND:
'
DEAD LOAD SPEED =160 MPH 3-SECOND GUST STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
'
(ASCE 7-10 (FBC R2017) EXPOSURE: C, RISK CATEGORY II)
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. 1
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LIVE LOADS.
UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC NTH LIMITED
LAYOUT, SPANS& ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE. 2
psf., HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES EXTERIOR
(EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED'', ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON. THESE PLANS SHALL BE NOTIFIED TO THE
DECKS
Opsf, ,OUAsf, AND HANDRAILS: psf; GUARD IN-FILLOM:4 COMPONENTS: SOO PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
'
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHIAND
N
AGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40psfEGA
aopRf
MASONRY:
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH. ALL REQUIREMENTS OF THE ,
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING
REVIEW;
"SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5/TMS402, BUILDING CODE REQUIREMENTS FOR
SHOP DRAWINGS
WILL BE REVIEWED FOR GENERAL COMPLIANCE. WITH THE DESIGNING INTENT
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
OF THE CONTRACT
DOCUMENTS ONLY. 9T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE
PROVIDED BY THE TRUSS ENGINEER_
COMPLIANCE
WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS ,ETC.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
ALL SHOP DRAWINGS
SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN. CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL 6E PLACED USING
-
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAWINGS S
EMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS. IN THE FORM
"RUNNING BOND UNLESS OTHERWISE LAY-UP' MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL TRUSS TO TRUSS CONNECTIONS.
OF
OF REPROD
CIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
WITHOUT THE
EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL A MAXIMUM
DOCUMENTS
WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
HAVE 31p"
WRITING BY
rHE ARCHITECT. -
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
-
TO CONSOLIDATE GROUT.
FOUNDA
IOW SITE PREPARATION:
TYPE 'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
FOOTINGS W
RE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTALANDVERTICAL MORTAR JOINTS
-
EXCAVATIONS
AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF. THE
SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
-
MODIFIED PROCTOR
MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT. ALL
CELLS TO BE FILLED.
SOIL FOR TERMITE
PROTECTION,
FILL CMU CELLS SOLID WITH GROUT ATALLCELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
THE OWNER
HALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL.ENGINEER TO VERIFY'...
REINFORCING.
SUCCESSFUL.
COMPLETION OF SITE PREPARATION EFFORTS.. LOCATIONS FAILING TO.MEET THE
-
GEO-TECHNI
AL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
.LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.'
CONTRACTO
'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE I
i"
MINIMUM DEc
IGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURAL STEEL:
BE MADE BY
HE.GEO-TECH. ENGINEER,
'.
-
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCR
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
CONCRETE SHALL
ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS. AS FOLLOWS
A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTMA-500, GRADE B,
Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S',, Fy = 35 ksi. TUBE AND PIPE
2,500 P
REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
3,000. P
31 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB,
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
CONTRACTOR
SHALL'SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER: THE TURNED ELEMENT. BOLTS SHALL
CONCRETE PLAEMENT.
CONCRETE SLUMP SHALL NOT EXCEED 5"+!-PRIOR TO THE ADDITION OF PLASTICIZER.
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. '..
CONCRETE SH
L COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
CONCRETE TIC
ETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWEDFROMWHEN WATER IS
ADDED TO THE
MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH
THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
RESPONSIBILIT
OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE W
TH THE ABOVE.
REQUIRED CON
RETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A. 3" FOR CONCRETE
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)'.
B. FOR CONCRETE
EXPOSEDTOEARTHAND/OR WEATHER',
_
1-1/T
FOR #5 AND SMALLER
2'F
#6 AND LARGER
C. FOR COI
ICRETE NOT EXPOSED TO WEATHER
3/4" FOR
SLABS, WALLS AND JOISTS
1-112" FC
RR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
I
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLICATION
SIZE.
TYPE
SPACING
REMARKS
APPLICATIONS
SIZE
TYPE
SPACING
REMARKS
1.2 PT FURRING TO
CASE HARDENED COIL
S,� O/C
GARAGE DOOR BUCK
114" DIA
TAPCON MASONRY
1 12" EMBED., 4" END DIST.,
MASONRY! CONC.
NAIL 1 12" LONG.
'
TO MASONRYICONC.
NO WASHER
FASTENER
8 O/C1
1/2" EDGE DIST
SGC ALS
CASE HARDENED COIL
WqRJ FASTENED
GARAGE DOOR BUCK
112" DIA WI
4' EMBED., 4" END DIST. .
SEE NOTE 6
STAGGERED
INTO M/ASO !GONG.
TO MASONRY/GONG.
WASHER
EXPANSION BOLT
24" O/C
3" EDGE DIST.
WINDOW BUCK
CASE HARDENED COIL
9"O/C
WINDOWIDOOR/FASTENE
METAL STRAP TO
�+ /�
CONTACT THIS
IIS ENGINEER FOR SPACING
1x PT, SEE NOTE
NAIL 1112"LONG,
STAGGERED
INTO MASONRY/CONC.
MASONRY/CONC.
REQUIREMENTS
REQUIREMENTS
J
EXT. SWING DOOR
(2) 3l16"DIA
"TAPOON
1112 EMBED: B" END.
NON -BEARING WOOD
12 °
EXPANSION
4" EMBED. 4" END
BUCK 2x PT, SEE NOTE 6
NO WASHER
PARTNER
18" O/C
DIST., 1 12" E GE DIST
WALL TO CONGSLAB
W/ WASHER
BOLT
24„ O!C
DIST, 3" EDGE DIST.
2x PT WINDOW BUCK B.13B° PAF x 21l8" 9" O!C 4" END. DIST:, 1 12"
PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST
NOTE 6
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKSISHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED -
4. PAF SHALL BE HI.LTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
for Go,*
peviewed xr�s
WiaOt Eno
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2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesli8,.ngroup.com
AA 0: 0003325
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SUBDIV. 8a LOT:
CREEKSIDE
PHASE II
LOT #41
PROJECT#
04321.200 041R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
JrZ%A9M-a DATE: 08 05 20
i SCALE: 1/4"=1'-O" 1
SHEET
S 1
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. abdesigngroup.com
AA #: 0003325
w
7
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IVHDIV. & ''LO'
ST LUCIE
COUNTY
MASTER 'PA
PROn=T#
MODEL:
EXPRESS
SHINGLE
GARAGE BWMG-,- f
PAGE:
J60 MPH EXP.
ARCHfTECT.
STATE OF FLORIDA
[MCHAAsJG 0 6 2020
EL
C. ANDEASON
AR NO 17305
PRINT 8.3.20
DATE:
MICALE: 1/4"=1' - 0"
8IMET
PI