HomeMy WebLinkAboutBuilding PlanSTATE OF FLORIDA DESIGN CRITERIA:
CERTIFIED BUILDING CONTRACTOR:-FLORIDA BUILDING CODE, RESIDENTIAL,
7TH EDITION (2020)
-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 A1A, SUITE 301
INDIAN HARBOUR BEACH, FL 32937
Tel: (321) 802-3591
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
CONSTRUCTION BASED ON THE DRAWING SET.
-OCCUPANCY
-CONSTRUCTION TYPE
- MIN. INTERIOR FINISH
- BASIC WIND SPEED
-EXPOSURE
-1-STORY RESIDENCE
-2-STORY RESIDENCE
990
a
- RESIDENTIAL, GROUP R3
- VB
- CLASS B
- Vult=160 MPH
Vasd=124 MPH
-C
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
.FT. CALL.
LIVING
IWO SQ. FT.
GARAGE
430 SQ. FT.
ENTRY
Ifo SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT,
A/C VOLUME 15120.9 CU. FT.
Tel= (321) 733-7092
(P -7� -7 99
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Fax: (321) 733-7972
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
ABV. ABOVE LAV. LAVATORY
DATE
DESCRIPTION
A
ADJ.
AIR CONDITIONING
ADJUSTABLE
MUM.
M.C.
LUMINOUS
MEDICINE CABINET0126/18
CD'SISSUED
ARCHITECTURAL
SHEET #
DESCRIPTION
014548
2011 FBC UPDATE
ALT. ALTERNATE MFR. MANUFACTURER
-
AMP.
AMPERAGE
MIN.
MINIMUM
01/1(0/18
CD'SRE-ISSUED
BD. BOARD M.T. METAL THRESHOLD
PG
Cl—COVER SHEET
CL
CAB.
CENTER LINE
CABINET
MTD.
MTL.
MOUNTED
METAL
PG
GN—GENERAL NOTES
02/2148
SIDING ELEVATIONS ADDED
CLG.
CLR.
CEILING
CLEAR
N.T.S.
O.C.
NOT TO SCALE
ON CENTER
PG
Al —FLOOR PLAN
0326A8
GD'S RE -ISSUED
CONC.
CPT.
CONCRETE
CARPET
PL
P.B.
PROPERTY LINE
PUSHBUTTON
0449/18
FOOTING REVISION PER M. BOWES
PG
A2—ELEVATION
06/2148
GD'SRE-ISSUED
C.T. CERAMIC TILE PIT. PHONE
PG
El —ELECTRICAL PLAN
D.
DRYER
PLT.
PLATE
02/19/19
ADDED CURBLESS TOOTER AT GARAGE DETAIL (FORT MYERS)
DBL. DOUBLE PLYWD. PLYWOOD
PG
P1—PLUMBING PLAN
D.G.
DIA.
DUAL GLAZED
DIAMETER
PR.
P.T.
PAIR
PRESSURE TREATED
PG
D1—DETAILS
0222/19
PLAN MAINTENANCE
DIM.
DISP.
DIMENSION
DISPOSAL
R.
RAI).
RISER
RADIUS
PG
D2—DETAILS
03284S
REVISED LINTEL SITE AT FROM ENTRY DOOR
DP.
DR.
D.S.
DEL.
D.W.
EA
FLEV.
DEEP
DOOR
DOWNSPOUT
DETAIN
DISHWASHER
EACH
ELEVATION
R.A.G.
REF.
RM.
R.G.
S.C.
S.D.
S.H.
RETURN AIR GRILL
REFRIGERATOR
ROOM
RouGx oPErmvG
SOLID CORE ENT DR
SMOKE DETECTOR
SINGLE HUNG
PG
PG
PG
PG
WA1—WALL ASSEMBLY DETAILS
WA2—WALL ASSEMBLY DETAILS
WA3—WALL ASSEMBLY DETAILS
WA4—NOT USED
Reviewed for COW
cOmPhance
UniveSCenn9in eeeia�;
cL9
0424/113
ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELB.)
0424/19
REVISED HVAC VOLUMES ON SOFT CALL SCHEDULE (MELB.)
0642119
ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL 12/5I.IA (ORL)
0621/19
ADDED LED LIGHTS ® KITCHEN t BATH PER MARK BOWES
EQ.
ExH.
EQUAL
EXHAUST
SHE.
sxTxG.
SHEET
SHEATHING
PG
WA5—NOT USED
OT/19/19
ADDED STONE OPTION ELEVATION C t D (TAMPA)
EXC.
F.G./FX.
EXTERIOR
FDCED GLASS
SHWR.
SIN.
SHOWER
SIMILAR
09/II/19
ELEVATION 'G' SIDING -ADDED LOUVER ® GABLE ROOF
PG
WA6—WALL ASSEMBLY DETAILS
I025/19
ADDED OPT. 8'-O' CEILING HEIGHTS
E.G. FUEL GAS SL. SLIDING
FIN,
FINISH
SL. GL.
SLIDING GLASS
01/0120
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
FLR. FLOOR STD. STANDARD
FLUOR.
FR.DR.
FLUORESCENT
FRENCH DOOR
SWS
SHEAR WALL
SECTION
04/0120
REVISE ENKAVENT RADON PLAN DIMENSIONS
FTC.
GA.
FOOTING
GAUGE
TEMP.
THK.
THICK ED GLASS
THICK
04/OWO
OPT. S'-O' CLG. HGT.- ADDED LED LIGHT IN FOYER
GAR. DISP.
G,F.I.
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
T.O.C.
T.O.P.
TOP OF CURB
TOP OF PLATE
04/®g20
OPT. 8'-0' CLG. HGl'. ELEVATION V- REVISED HEIGHT OF ARCHWAY
�10620
ADDED ELEVATIONS'L' <' (ORL)
STRUCTURAL
SHEET #
_
DESCRIPTION
GL. INTERRUPTER T.O.S. TYPPICFAISLAB
01/1520
ADDED ELEVATIONS 'MG'-°MH'-'MS' (OR-)
GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED
—
H.B.
H.C.
HOSE BIB
HOLLOW CORE
V.P.
OTHER'r[TSE
VAPORPROOF
PG
S1—FOUNDATION PLAN
01/0121
2020 FBC UPDATE
HDR.
HGT. OR HT
HEADER
HEIGHT
W.
W/
WASHER
WITH
PG
S1.1A—DETAILS
03/0321
ADDED SOFFIT DETAILS
042621
ADDED ELEVATIONS 'N' d 'O' (ORL)
INSUL.
INT.
INSULATION
INTERIOR
WD.
WOW.
WOOD
WINDOW
PG
S1.2—DOWEL PLAN
0421211
ADDED STONE OPTION ELEVATION V (MELBOURNE)
W/H WATER HEATER
W.I. WROUGFTT[RON
PG
S1.2A—DETAILS
05/0121 ADDED ELEVATIONS'P' 4 V (ORL) PG S2—LIFT BEAM PLAN AND NOTES
054921 ADDED DEN OPT. (TAMPA a FT MYERS) PG S2.1A—DETAILS
PG S2.2A—SAFE LOAD TABLES
PG S3—FRAMING PLAN
PG S3.1A—DETAILS
PG S3.1B—DETAILS
PG S3.1C—DETAILS
PG SN1—DETAILS
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PRO JEC T#
04321.201 129R1
MODEL:
4EBB
%B28-CALI"
GARAGE SWING:
LEFT
PAGE:
COVER
SHEET
160 MPH EXP. C
JUL,2 3 2321
PRINT DATE: 07/16/21
SCALE: 1/4"=V-0"
SHEET
CI
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 7TH EDITION (2020) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2.
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.
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.
41
19,
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
7.
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 '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN %2-INCH GYPSUM BOARD OR EQUIVALENT.
1
91
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/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 3/4" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
EXTERIOR 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR 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-C926-18b, ASTM-Cl063-19a & ASTM-C1787.
3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7.
FIRE 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 OBSERVATM
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA 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.
Reviewed for Code
ED Compliance
Universal Engineering
Sciences
CONTROL DATE: 12/10/20 (RM)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
JUL 2 3 1.341
MICHAEL C. ANDERSON
AR NO T7305
PRINT 21 16
DATE: 07 / /
SCALE: 1 /4"=1'- 0"
SHEET
G N
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FEC R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.I0.1 THROUGH FBC R302.105
12'-S" 16'-0"
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SCALE: 1/4' 111 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/W (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
SQ.FT.
CALL. S
LIVING
GARAGE
ENTRY
LANAI
1626 SQ. FT.
430 SQ. FT.
16 SQ. FT.
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME 15120.9 CU. FT.
CWOPBIT AND CLADDW WW LOAN
BASIC WW MSIIRE FOR 3 SECOND OUSTS
OPBTYPE E
AM
AND TYPE
FOOTAGE SWAB
ZM
M WH WW MITI
FaAWS
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
18
5
33/-43
DR. MIN. CRITERIA
S.G.D. MIN.
41
5
31/-39
CRITERIA
16010 O.H.D.
112
5
26.2/-31.5
12'xI2' SOFFIT
1
5
313/-49.9
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG.
CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3"
PRESSURES HAVE BEEN MODIFIED PER F'BCR 7TJED.
(2020) SECTION R301.2.1 TO MEET TESTED ALLOOR
NOMINAL WIND LOAD VALUES FROM THE PROMANUFACTURER.
CONTROL DATE
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
ARCH DTL.
B SCALE: 1/2 = 1'-0'
Reviewed for Code
Compliance
Universal Engineering
Sciences
DE
TC
PLA,
i
BAR DETAIL
A SC 4LE: 1/2" 1'-0'
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
W
w
w
0
yF
K
w
q
h
A
SU13DIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLONDIA
JUL
MIC
PRINT 2116
DATE: 07 / /
1 SCALE: 1/4"=1'-0" 1
4" FRE12E
BAND
5'-5' BRG, HG1
OFT. COACH
LIGHT
O
-iffig ME
EQUAL _
TO CONTROL JOINT
I
8'-5° BRCa. HC�T.h -
1' -m'
0'-0" FIN. FLR.#,
EQUAL EQUAL
TO CONTROL JOINT TO CONTROL
n.
F ®NETT ELEVATION
SCALE: 1/4 = I'-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS F'ER F15CR -103A
I�6
5'-5" BRG. Hr:;T, j
1'-O°
O'-O' FIN. FLR., ___ 4------
I
uj
EQUAL
TO CONTROL JO
OF RIDGE VENT
SHINGLE ROOF
DECORATIVE
FOAM DRAIN
TILES
6' RAISED
BAND (TYP.)
5' S" BRG. HGT,
1'-O°
Ifo'X601 FYFON
DECORATIVE
45 SLEN
HUTTERS OR
A3 QUIVAT
ITYF.
4' RAISED
BAND (TYR)
00'-0" FIN. FLR.
v
r-
V-5" BRC,. HGT,
I
4B I
A3
II
II
0'-0" FIN. FLR.&,
OFF RIDGE VENT
LEFT ELEVATION
SCALE: 1/4 = t'-0' TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
ICI T ELE ATN
SCALE: 1/4 = I'-0' TEXTURED FINISH
I�6
0
ELEVATIN�T IREA
SCALE: 1/4 = I'-0' TEXTURED FINISH
-5" BRCS. HCxT.
Erdiow.
0
'-5" BRCS. HGT.
'-0" FIN. FLR.
o5'-5" BRCS. HCzT,
45
I I— A3
TYF.
II
I era'-O" FIN. FLR.
I \I
DEC®. DAL.
A SCALE: t/z == 1®OT"
Reviewed for Code
Compliance
Universal Engineering
Sciences
MODEL 1828-CALI-4EBB
AREA OF ATTIC = 2450 SQ. FT.
NET FREE VENTILATION AREA
REQUIRED 1/ 300
REQUIRED VENTILATION AREA = 2450 /300
8.17 SQ. FT.
8.17 = 1176 SQ. IN.
MIN. REQUIRED VENTILATION = .4X 1176
IN UPPERPORTION OFATTIC = 470.4SQ. IN.
( BALANCE TO BE PROVI DED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA = 138 SQ. IN. PER VENT (net free area)
TOTAL#OFVENTSREQUIRED = 3.41
TOTAL#OFVENTSPROVIDED = 4
SOFFIT VENTILATION AREA 7 SQ. IN. PERLINEARFT(net#ree
area)
LINEAR FEET OF SOFFIT REQUIRI 67.7n
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHPTECT-
STATE OF FLORIDA
1V JUL 2 3 2321
MCHAEL C. ANDERSON
AR NO 173®5
PRINT
DATE: // 07 16 21
1 SCALE: 1/4"=1'-0"'
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-{-1
125V OUTLET
20 AMP SINGLE POLE
II0V OUTLET
IIOV OUTLET
1/2OF OUTLET WIRED
TO BIUITGN
GFI
IIOV OUTLET
EQUIPED W/GRND FAUL
INTERUPTER (TAMPER
RESISTANT TYPE)
a@
220V OUTLET
(4) WIRE CONNECTION
WP
ExT. WATERPROOF
GROUND FAULT
—tom— GFI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER
!�4
SWITCH
4-WAY OPER.
1-0
WALL MOUNTED
L GHT
CEILING LIGHT
O
LED CLG LIGHT
O VP
LED VAPOR
PROOF LIGHT
O VP
VAPOR PROOF
LKsHT
ORECESSED
CAN
VENT. FAN
1 CFM PER SQ. FT.
VENT. FAN
W/LIGI-IT
1 CFM PER W. FT.
VANITY
FIXTURE
(SPEC'S TMD BY
BUILDER)
FLUORESCENT
RES'
WRAP
LIGHT
AROUND
AROUND
(RECESSED)
®
4 X2
FLUORESCENT
LIGHT
2-011-5 WRAP
AROUND
(SURFACE MNT.)
2' FLUORESCENT
4' FLUORESCENT
k
4' TRACK LIGHT
A D
®
PANEL
own
METER
Oi S,[j.
SMOKE DETECTOR
WB/ AF.I,ATT.RDWIREBACK-UP
WALL MOUNTED
MATT, BACK-UP
SA.
SMOKE DETECTOR
W/ HARDWIRE
® 5/CO
CAROCN MONOXIDEi
SMOKE DETECTOR
COMBO
BATT. BACK-UP W/
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
®
TELEPHONE JACK
WATER HEATER
KsNITION SOURCE
TO BE ELEVATED
DISCONNECT
AIR CONDITIONING
TSOEEU TUNA.
DISCONNECT
THIS SHEET
TY
TELEVISION JACK
CEILING BOX REQUIRED
OJ-BOX
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
CTION
CEILING Box REQUIRE
70 BE SUPPORTED IN
CEILING FAN/LIGINT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
n n n 4
24' INCANDESCENT
LIGHT STRIP
nn )
36' INCANDESCENT
LIGHT STRIP
(ICI C)OOOOA
48'INGANDESCENT
LIGHT STRIP
®
FLOOD LIGHT
OPT. SECURITY
KP
KEYPAD
HE P.B.
PUSH-BUTTON
fOR CHIMES
�--�
USB FORT
• LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO
BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION
MEETING.
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT
PROTECTED PER ELECTRICAL PROVISIONS OF F
9TH EDITION (2020) 4 NEC 210.12 20I1 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI o 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 MI5093 POOR TTH EDITION (2020).
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR 9TH ED (2020).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
OF THE FBCR TTH ED (20201
• ALL LAMPS SHALL BE SELECTED BY BUILDER AND
15% OF LIGHTING MUST BE ENgfrY EFFICIENT TYPE PER
F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2020, Tfh EDITION R404.1
OPT. -------------------.—�/
COACH
LIGHT
ELECTRICAL PLAN
SCALE: 1/4' = I'-®'
CE IL INC%
MTD. LIGHT
TO SE:
INSTALLED,
PROVIDE:
J-BOX FOR
OPT. FAN
I ° �
i
I I 1i_6e Ii_�n I
LED LIGHTING
DOUBLE LAV.
BATH "1
150 ,AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS of THE FBCR 1TH
EDITION (20201 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/TINWN UNLESS
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
Reviewed for Code
Compliance
Universal Engineering
Sciences
LED LIGHTING
C SINGLE LAV.
HATH •2.
PROVIDE 382/0 CU, TNUN a 196 CU IN 2' CONDUIT OR 3
04/0 AL, THUN a 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.)
1
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
P/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
104 Ci SERVICE GROUND CONNECTED TO
CONCrMTE ENCASED FOOTER STEEL PER
EcLr�E��C)RIGAL PROVISIONS OF THE FBCR TTH
9lGl_��sTN C2020).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORI DA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
i
I
SUBDIV. & L.O'T:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL.:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
JU1:. 2 3 23?1
MICHAEL C. ANDERSON
AR NO 17305
� DATE: / / 07 16 21
SCALE: 1/4"=1'-0"
SHEET
EI
2 2' VTR
� I\
1 1/2 ,
✓�� 2,I 1/2'
1 wC 1
2'-
I it I/ 2°° 3'
LAV I
I3,ll, I
I I
2° SHU1R 1/2°
211 WASHER
PLUMBING PLAN
SCALE:
KITCHEN
SINK UJ/
AUTO VENT
2' VTR
2' �jL111/2�
1 1/2'
1/2 �2 11 I/2'-i
LAVki I
-$°
93 ROVIewed for Code
Compliance
Universal Engineering
Sciences
TUB
TO
MAIN
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LAT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
PLUMBING
PLAN
160 MPH EXP. C
ARCHFE cr:
STATE OF FLORIDA
JUL 2 3 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 2116
DATE: 07 / /
SCALM: 1/4"=1'-0"
I�
PER FLR
PLAN 141
1/2' CLG. B
1/2' DRYWALL
SECURE BT. —
PLATE TO SLAB
W/ 10d MASONRY
NAIL • 32' O.C.
MAX
0'-0.
FIN. FLR.
1/2' THICK, 2
CEMENT PL
DIRECT
2X4 TOP PLATE
PRE-FAB TRUSS
2X4 WOOD
STUDS •24'
O.G.
SLAB
NV I G: b I UU5 IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16" O.C. OR, NOT
LESS THAN 2x(o, WHERE
SPACED NOT MORE
THAN 24' O.G.
TYP. INT. WALL (NO N- BRG.
SCALE: 3/4' = I' -O'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
A$ PER FBCR 805.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED
PER FASTENER
SCHEDULE
P'RE-ENG TRUSS -J-�
MTL. DRIP EDGE
2x FASCIA PER I _0
ELEVATIONS TYP.
O.H.
VENTED SOFFIT '_� —R-4.1 INSULATION
COAT PORTLAND
ASTER APPLIED
LY TO MASONRY
01-0' FIN. FLR
' a4
a. a
pa 4. 41
e
a 4 d 'a
n W/ WINDOW OPENING
H
5/8' GYPSUM Bc
OR 1/2' HIGH
STRENGTH CLG.
BOARD
3 5/8' OR 5 3/8'
1/2' DRYWALL —�/
TOP CHANNEL (25
I/2' DRYWALL
3/8' TOP
3 5/8' 5 3/8"
GA.)
CHANNEL (25
STUDS
METAL STUDS 24' O.C.
1/2' DRYWALL
GA.)
20 GA METAL TO BE
INSTALLED IN WALLS
3 5/8' OR
RECEIVING UPPER/
5 3/5,
I/2' DRYWALL
LOWER CABINETS
BOTTOM
3 5/8' OR 5 3/5' METAL STUDS
AND TUB/SHOWER 25
CH NNE
CHANNEL
24' O.G. 20 GA METAL TO 8E
GA. METAL TO BE
INSTALLED IN WALLS
RECEIVING UPPER/ LOWER
INSTALLED IN ALL
SECURED
CABINETS AND TUB/SHOWER 25
3 5/8' OR 5
3/8' BOTTOM
CA LK AND SEAL
OTHER WALLS. STUDS
TO CONC
GA. METAL TO BE INSTALLED
CHANNEL f25
TO BE SPACED 16.
FLOOR W/
IN ALL OTHER WALLS. SCUDS
GA.) SECURED
GASLME
O.G. AT 2ND FLOOR
3/4' PAF 4
TO BE SPACED Iro' O.C. AT 2ND
TO GONG
I k PVC SLEEVE FOR GAS LINE
WALLS ADJACENT TO
t0 WOOD
FLOOR WALLS ADJACENT TO
FLOOR W/ 3/4'
S'Cru
STAIR WELLS AND
FLOOR W/
,>TAIR WELLS AND BATHROOM
PAF 4 TO
1/2'GYP. UL.5D.
BATHROOM WALLS W/
1/4' WOOD
WALLS W/ TILE FINISH
WOOD FLOOR
WOOD BASE
TILE FINISH
SCREW
W/ 1/4' WOOD
WOOD BASEBOARD
WOOD BASEBOARD
SCREW
d e .
4'
A
A
~
a a
9 ff
4
1-STORY
FINISH FLOOR
FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1-STORY TYP.
INT. WALL
2g GAS LINE THRU BLOCK
1A (NON-BRG.)
1A METAL STUDS
(NON-BRG.)
p� eCALE=12'.]'-0'
D1 SCALE: 1/2'=I'-O'
D1 SCALE:
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
J PER ELEVATION
SCALE. 3/4'=I'-O'
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
lx2 P.T. FURRING
STRIPS • 24' O.G.
' 8' GMU
' I/2' GYP. WL. BD.
ti.
WOOD BASE
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1,
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE
TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR
a <:
ROOF SHEATHING THICKNESS IS
" ENGINEERED PER ASCE 1-16 IN
d
ACCORDANCE WITH FBCR 2020
1TH EDITION, SECTION R301.1.3
AND 1609.5.1.
n TYP. WALL SECTION
L NO OPENING
NOTE;
METHOD TO BE USED FOR THE
1.11VVC1�LH I I -ICINI IIN
WITH FBCR 905.1.1.1 OF THE FBCR
2020 1TH EDITION IS �4 WHICH USES
(2) TWO LAYERS OF ASTM D226
TYPE II OR A5TM D4069 TYPE III
OR TYPE IV UNDERLAYMENT.
FIBERGLASS SHINGLES
WITH UNDERLAYMENt
AS PER F5CR'305.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0' FIN. FLR ,r.
8' CMU —
i-2X4 SPF 24' O.C. MAX.—�
SECURE W/ (2) 12d NAILS
• EA. END
2x BLOCKING BETWEEN TRUSSES
—PER STRUCTURAL DETAILS
STIFFBACK At ALL UPRIGHT
PER STRUCTURAL DETAILS
g
Ax. PRE-ENG WD. TRUSS
I' i PER ELEVATION
COAT. 2x RAT RUN SECURED I
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FI
INSULATION R-VALUES
PER ELEVATION
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
Y a�T
a a,
a, o
Aa
a.
<'M 4 d'a
n W/ WINDOW OPENING
A
R-4.1 INSULATION —
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING —
STRIPS g 24' O.C.
1/2' GYP. WL. BD. —
WOOD BASE —
1/2' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
C-ALV. MEL
TRACK BRACKETS
FASTENED TO
WOOD JA 5 PER
PRODUCT
GALV, STEEL
APPROVAL REEL
VERTICAL TRACK
1' MIN.
BY MALF.
SLIDE
FASTENED TO
TRACK BRACKETS ROOM
W/ PRODUCT
APPROVAL REQ.
SCAL E: 1 1/2 " =1' -0'
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
`MTL. DRIP EDGE
9 2x FASCIA PER
AX. ELEVATIONS
VENTED SOFFIT
a, CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REa
SEALANT 4
BACKER ROD
ILEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUFa
\—WALL SHEATHING
THICKNESS 46 PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI.
PRE-ENG. GABLE TRUSS
ALWEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
0I
Reviewed for Cock
93 Compliance
Universal Engineenr
Science;
_0'-0' FIN. FLIP,
4 ROOF SHEATHING THICKNESS IS
ENGINEERED PER ASCE 1-16 IN
4.04 ACCORDANCE WITH FBCR 2020
a
1TH EDITION, SECTION R301.1.3
AND 1609.5.1.
n TYP. WALL SECTION
A., NO OPENING
NOTE:
METHOD TO BE U5ED FOR THE
1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF
SCALE: 3/4' = I' -0'
UNDERLAYMENT IN ACCORDANCE
WITH FBCR 905.1.1.1 OF THE FBCR
2020 1TH EDITION IS 04 WHICH USES
(2) TWO LAYERS OF ASTM D226
TYPE II OR ASTM D4869 TYPE III
OR TYPE IV UNDERLAYMENT.
Note: WALL FENESTRATION FLASHING PER FBCR 103A -
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 Exit the juncture with the
building wall with a sealant complying With AAMA 500 or ASTM C920 Class 25 Grade NS
or greater For proper joint expansion and contraction, A5TM C1281, AAMA 512, or other
approved standard as appropriate for the type Of sealant. fluid -applied membranes
used as flashing in exterior walls shall comply With AAMA 114. the flashing shall extend to
the surface of the exterior wall finish.
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
1
PROJECT#
04321.201 129R1
ASODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF ELORIDA
MICHAEL C. ANDERSON
AR NO 17305
DATE: DAT : 07 16 21
i SCALE:1/4"=1'-0"'
M
TOP,
2X6 P.T. a CENTER OF DOOR HEADER SECURED
W/ (1) 1/2' X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/8' WASHER 4 NUT
OR
W/ (2) 1/2' X 8' ANCHOR BOLTS
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/5' WASHER 4 NUT=
gg TO BLK W/ 0
I/4' TAPCONS
1 1/2' EMBED., On O.G.,
4END DIST,
1 1/2' EDGE DIST.
o gIDEg; 91
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X S' J-BOLT OR ANCHOR
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2'
X 2' X I/S' WASHER 4 NUT. (1) WITHIN
8' OF TOP, (1) WITHIN S' OF THE BTM,
O (3) EVENLY SPACED. no
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANLPACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
Ix4 P.T. OR 5/41X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-1/4' INTO
BLOCK W/ 3/16'
TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-1/4'
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING
GARAGE DOOR
1 BUCK ATTACHMENT
p SCALZ 1/2'-P-0'
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3/4" OR +5/4"
r WINDOW TO BLOCK +3/4"_OR +5/4"
2X4: CM
SECURE TO BLOCK W/
3/I6' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 IS' O.G. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/I6' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN S' OF EACH END
4 IS' O.G. MAX
SPACING.
LA8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47
DOOR JAMB TO BLOCK +1 1/2"
WINDOW TO BLOCK +1 1 2"
2X4:
SECURE TO BLOCK W/
3/I6' TAPCONS (MIN
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 IS' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/41)
WITHIN S' OF EACH END
4 18' O.C. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING.
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
1/I6' O.S.B. X 4' MIN.
DOOR CASING i— G
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 15/16"
nWINDOW TO BLOCK +1 15/16"
2X4: cm
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 IS' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/41)
WITHIN S' OF EACH END
4 IS' O.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
8' CMU
o 1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +2 1/4"
D WINDOW TO BLOCK +2 1/4"
2X4: CM
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/47
WITHIN 8' OF EACH
END 4 IS' O.C. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8' OF EACH END
4 1S' O.C. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .1e
MIN. HEAD SIZE; 300
MIN. EMBEDMENT 1 1/47
WITHIN 8' OF EACH END
4 18' O.C. MAX
SPACING. —
NOTE: SHIM Av NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
8' CMU
1/2' DRYWALL
PX4'
P.T. NAILER
DOOR CASING
DOORJAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
Ear .4•v • :•, c
2X4: CEO
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 309)
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 IS' O.G. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 19' O.G. MAX SPACING.
2X8: CM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SU:E .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH END
4 IS' O.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
V
8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
2ND 2X SECURE TO STRUCTURAL
MEMBER W/(2)12d WITHIN S'
OF EACH END 4 6' TO On O.C. MAX
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
2X4:
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 15' O.G. MAX
SPACING.
2X6: CEO
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
WI(2) 1/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.C. MAX
SPACING.
8' CMU
1/2' DRYWALL
jrr- I'X4'
P.T. NAILER
1/I6' O.S.B. X 4' MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/40)
DOOR JAMB TO BLOCK +3 7/16"
G WINDOW TO BLOCK +3 7/16"
2X4: CM
SECURE TO BLOCK W/
1/4' TAPCONS (MIN.
SHANK SIZE J45 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN S' OF EACH
END 4 16' O.C. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 1/47
WITHIN S' OF EACH END
4161 O.G. MAX SPACING,
2X8:
SECURE TO BLOCK
W/(2) I/4' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' OZ. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK
L VI 8' CMU
1/2' DRYWALL
P
P.T..
NAILER
1' P.T. X 4' MIN.
�• / DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS,
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/40)
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 3/4" _
Reviewed for Code
Compliance
Universal Engineenn.,
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
[At3'
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT
04321.201 Z129Rt
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
IV
Mu•DRYWALL ARCHITECTSTATE OF FLORIDA
.........IX FURRING
\-RIP 2XIO TO
DOOR 8-1/81W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
CK)HWu-'REMENTS
JUL 2 3 2221
i
DATA 07/16/21
SCALE: 1 /4"=1' — O"
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.C. MAX (VERT.). NOTE: DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
%Q LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION ____\
FASTENERS TO BE SPACED
a'I' OC. MAX V]ERTICALLY 7
THICK, 3 COAT CEMENT
PLASTER
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED 61' (VERT.) O.G. MAX
AT SUPPORTS
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
OR T/I6' ZIP SHEATHING:
SYSTEM AINSTALLED PER
\ TO }•
LATH SHALL NOT GAP MIN.
BE CONTINUOUS 6• To e 6• TO e
THROUGH CONTROL MIN. MIN.
JOINTS BUT SHALL. \ t:y
BE STOPPED AND
TIED AT EACH SIDE. PER ASTM CI063 PROVIDE 2X4 BLOCKING
\
PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
INOTE:
STENERS FOR LATH TO BE NAILS OR\ i / STRUCTURAL STUD
STAPLES IN COMPLIANCE W/ ASTM GI063
2. WIRE TIES TO BE (NO. IS) 0.04'15' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION \
TO WALL STUDS REQUIRED PER PLAN
O"M" TYPE CONTROL JOINT
O1. FOLD INWARD • Pr. A
O L FINWARD so
A a
2. CREASE • PT. B
3. CREASE • PT. C
® @FOLD
• TT•
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
SHMCCU,.E ROOFMG�
DRIP EDGE, OVERLAP 3',
EXTEND la' BELOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
® L FOLD INWARD • F'T. A
2. CREASE • Pr. B
FO
®
L FOLD INU14FRP • K. A
2. CREASE a PT. 13
S. CREASE • PT. C
4. FOLD PT. C OVER PT.
B TILL PT. C TOUCHES
BOTTOM FLAW3E
let
BOTTOM
FLANGE WATER TIGHT
SEAL FOLD, QQ
NQj CUT.
iii' THICiG, 3 COAT CEMENT
PLASTER (FRAr•E) la' 2 COAT
CEMENT PLASTER (CMU)
WRS LAYER 02, FORTIFIBER
BUILDING PAPER (FRAME ONLY)
WRI5 LAYER M,
STUCCO WRAP(FRAME oNLY)
LAP LAYERS OF BUILDING WRAP
OVER NAILMG FLANGE, STOP
WF 5 Ae�. 11S' ABOVE
SHINGLES (FRAME ONLY)
FRAME OR CM
EXTERIOR
ROOFA Ue1 1 SCMIED
FASCIA WRAP
bxS WALL FLASHING
000K-OUT FLASHMG (SE
DETAIL)
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' W VERTICAL LAPS (ROLL
ENDS) d 6' A HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORT15ER SHEATHING TAPE /
/ I' MIN. LAP ® METAL LATH \
x x x X
6MIN PAPER LAP BELOW ONLY /
LwRa LAYER
BUILDING PAPER�IFIEsER/
SCALE: I I/2' • I'-0'
® KIC KO UT
B•AMA,,
DETAIL
o
LATH VERTICAL LAP TO BE I'
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 9' (229-MM).
AS PER ASTM CI063.
NOTE:
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
W/HOUSE WRAP TAPE
PER MANUR SPEC. OR
PEEL t STICK
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD STUDf
SHEATHING -
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECSJ
BUILDING —
PAPER
Mill 0r•IdS•]
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FOSMFIBER
BUILDING PAPER
WRB LAYER MI,
STUCCO WRAP
WOOD SHEATHING
OR -1/16' ZIP SHEATHING:
SYSTEM (INSTALLED PER
M,ANUR SPECS.)
® LATH
® PAPER
HORIZONTAL LATH
& PAPER DETAIL
l/IGo' ZIP SHEATHING
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
WOOD SHEATHING
OR CMU
WRB LAYER *1,
STUCCO WRAP (FRAME ONLY)
" THICK, 3 GOAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRS 8 TAPE OVER
ROOF/WALL SCREED
? 5'X5' "L' TYPE CONTINUOUS
GALV. METAL FLASHING
Z (NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
ROOF PER ELEVATIONS
5 "L" FLASI-ILING-
N,T,5.
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE I :'-
Is OR LESS PIPE
PENETRATIO
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
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 WRAF'.
FLASHING TO_EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
g LASHING ERING MEMBRANE
STEP 02
WRB LAYER 01,
STUCCO WRAP
WRB LAYER, FORTIFISER
BUILDING PAPER
METAL LATH
6'x0&' 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 HOU5EWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
-ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALI_ SECTION)
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787
TAIL CF
Reviewed for Code
Compliance
Universal Engineering
Sciences
DfRAINAGE PLANE (WRE3
LXrEP #1, STUCCO WfRAF)
UJizE3 LANTN EF #2 (FOfRTIF15ER-'-'-'- -'-
5UILDING PAPER)
METAL LATH X X X X
STUCCO t
WOOD OFR 1/16 °' ZIP W74LL lei]
SHEATHING
SELF-ADHESIVE FLASHING - - - - - -
NOTE:
METAL LATH: LATH TO PE FER SECTION
P�Q�3.i.1 / STIuI C-8�i-14a, MIN. 2.E� LBS.
PEIR 50. FARO (UTILITY' OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
w
w
SZJBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 2 3 2121
MICHAEL C. ANDERSON
AR NO 17305
rzSLz4.L 07 16 21
DATE: / /
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 *I,
STUCCO WRAP
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I BOTTOM 2 SIDES 3 TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
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,V CAULKING: 9 JOINT
ALL AROUND
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-18b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
HOODED VENT
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
FRAME
DRAINAGE PLANE (WRS
LATER #1, STUCCO WRAP)
WRB LAYER #2 (FORTII=IBER — - — - — - -
BUILDING PAPER)
METAL LATH x—x—x—x
5TUC/CO
WOOD OR -1/16" ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING — — — — NOTE -
METAL LATH: LATH TO SE r-'ER SECTION
R-103.1.1 / ASTM C-S4'1-14a, t-flN. 2.5 LBS.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECARCATION5)
■00I
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH /
WALL
1
W SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
ELEC. METEF
VERIFY LO
STUCCO
FINISH
6" SELF ADHESIVE
OVER TOP & SIDES
'1/16' ZIP SHEATHING SYSTEM
INSTALLED PER MANUF. SPECS.) OR
SELF
WOOD SHEATHING
FLASHING
LAYER
STUCCO WRAC
STUCCO
UNIT
WIRE, LAYER 112, FORTIF15ER
�.FDREMANUF. DRYER
BUILDING PAPER
VENT CAP (SET IN
METAL LATH
CONT. SEALANT)
U)OOD Tip' TEXTURED
—FINISH a WOOD
CONSTRUCTION
FASTEN TO UOOD STRUCTURAL
MEMBER * T' O.G. MAX
SEALANT �
s' cMu
— TOP SIDES
Ye' TO X2' MID_WA L.
WEEP SCREED
.• 44 = Z�
VENT (BLOCK).'
4�
4i.
&' VIDE STRIF' SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
:ztA
TEXTURED
— FINISH ® MASONRY
—
HORIZONTAL WEEP SCREED
— —B
(FRAME TO BLOC
/ NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
AKtA ICJ 11<=L1r:I V1=
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 PO'_YMERIC
ISOCYANOTE-POLYBLEND FOAM
n r cTi 1=11 ") SIMILAR)
APPLY A SILICON
5,45E SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
�O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MIN
GRADE 'D'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER *1,
STUCCO WRAP
CUT "X' INTO
SELF -ADHERING
MEMBRANE FLASHING
,APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB
LAYER *1
eT 1
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
&T F =3
IZ
WRB LAYER *1,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
�— WRB LAYER *2, FORTIFIBER
BUILDING PAPER
ST -4
&TES' 5TE
9 ELECTRICAL RECEPTACLE
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
Reviewed for code.
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.a bdesi gngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
MODEL.•
4EBB
"1828—CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 2 3 2321
MICHAEL C. ANDERSON
AR NO 17305
PRINK' 2116
DATE: 07 / /
SCALE: 1 /4" =1' — 0"
SHEET
WA2
DRAINAGE i=LANE (UJRB
LAVER #I, STUCCO UJR,4F)
UJRB LAMER #2 (FORTIFIBER
BUILDING R,4FEfiz)
MET4,L LATH
STUCCO
Woo[) OR i/16" ZIR WALL
SHEATHING
SELF-ADHESIVE FLASHING
2 1 '2 'I I,
1 Ap�CORNER BEAD
0
CORNER BEAD
(FASTENER 8 SPACING a 7" O.C.)
CMU
1/2' THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
CP BLOCK
Reviewed for Code
s . Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 J
h
W
W
P
U
W
O
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U
co
W
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A
:.y
SUBDIV. 8c LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
J'UL 2 3 2321
MICHAEL C. ANDERSON
AR NO 17305
PRINT
DATE: / /
07 16 21
SCALE: 1/4"=1'-0"
SHEET
tit A:3
V �
2xro SUS -BAND
W/1 "x4" NOTCH Q
END, WRAPPED IN
PEEL 8 STICK
DRIP EDGE
-f /8" TEXTURED
FIN16H a WOOD
1/2' TEXTURED
FINISH 6 CMU
METAL FASCIA \
WRAP Ye, FROM \
STUCCO, 1" FROM \\
WOOD WALL \
EXTERIOR WALL \
(FRAME OR CMU) \\
�N,N, NOTE: NOTCH FOR 2Xro
SUB BAND ONLY
N.
OELEVATION_
AN A
I/V TEXTURED
FINISH m WOOD,
1/2' TEXTURED
FINISH m CMU
METAL LATH
METAL FASCIA WRAP I, \—WOOD SHEATHING
)f'I OR CMU
f WR5 LAYER •I,
STUCCO WRAP (FRAME ONLY)
UJRB LAYER 42, FORTIFIBER
xI
15UILDING PAPER
(FRAME ONLY)
2X6 SUB BAND ROOFING CEMENT
DRIP EDGE
7
METAL KICK OUT
®FLAN E3
ROOF KICK OUT REMOVED
\\ FOR CLARITY
\ ROOF DECK (BEYOND)
\ \ DRIP EDGE, 1" OFF WALL
\VNOT INTO STUCCO)
-1/8" TEXTURED FINISH a
/ WOOD, 1/2' TEXTURED
FINISH ia CMU
2x& SUB -BAND W/1"x4" NOTCH
END, WRAPPED IN PEEL 8 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
NOTE:
IF ZIP 5HEATHING SYSTEM 15 INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT G
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' - 0'
SCABBED TO TRUSS
W/12d NAILS ro'-8'
O.G. MAX.
2x SUB -BAND W/lY'x4"
NOTCH e END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL @ WALL
W/KICK-OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL. OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUS -BAND
W/012"x4" NOTCH
END, WRAPPED IN
PEEL R STICK
ROOF CEMENT °w
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, Wie;APPED
MIN. )/4" ABOVE BOTTOM OF
DRIP EDGE
2 x'��SUB - BAND Revlowed for Code
Compliance
W/V2'x4" NOTCH a Universal Engineering
END, WRAPPED IN Sciences
PEEL 4 STICK
*ROOF CEMENT -a
ROOF EDGE
OMITTED FOR -
CLARITY
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
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SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP. C
- rARCH ECT.
STATE OF FLORIDA
JUL 2 3 2321
ratiaa71621ro • 0
DATE: / /
SCALE: 1/4"=1°-0"
28'-8" 11'-0"
3'-4" V 15'-101, 9'-6" 9'-8" J'_4"
1, 2'-8" 1, 16'-0" 1, 2'-8" 1, 1, 3'-10" 1, 10'-2" 1,
21'-4"
4'-4"
on
FOUNDATION PLAN
14'-0"
m
I
0
N
4
C9
C?
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.OINDICATES #5 BAR, OINDICATES #6 BAR,ONDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 =
30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS.
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
3'-O" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 W1.4xW1.4OVER
GENERAL
3 1/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
TE-1
8"
SEE PLAN
10"
(2) #5's
-
(+)0„-011
FM-12x12
12"
CONTINUOUS
12"
(2) #5's
+ 0"-0,.
FM-12x18
12"
CONTINUOUS
18"
(2) #5's
_
(+)0'-0"
FM-16x18
16"
CONTINUOUS
18"
(2) #5's
_
(+)0"-0"
FMC-12x18
12"
CONTINUOUS
181,
(2) #5's
_
VARIES
F-24x24
24"
24"
12"
s
s
(-)0"-4"
STRAP 'I'O A/C SIMPSON W13
CONC. UJ/ UNIT ROLL STRAP
(2)-3/16')<2' OR EQUAL ei
TAP -CONS EACH CORNER
OF UNIT
>ONC. `SECURE STRAP TO
SLAB UNITS W1 (2) "Sxl I/4
51-IT MTL 5CREU)S
Reviewed for Cade
Compliance
Universal Engineering
93 Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
1
SUBDIV 8t LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
JUL 2 3 2321
PRINT 2116
DATE: 07 / /
SCALE: 1/4"=1 p — 0"
SHEET
st
SCALE: 1/4" = V-0"
i f
¢a
o�
Q
mw
� Q
0
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
z 8" CMU WALL
M z
° e
° ° SEE SLAB SCHEDULE
EXT. PORCH SLAB 4 LA� 4" CHAMFER (1-STORY)
W/ 1/2" ISOLATION6" CHAMFER (2-STORY)
JOINT (WHERE • •
APPLICABLE) z SEE SCHEDULE
� FOR WxD, BAR SIZE
r I AND BAR QUANTITY
EXTERIOR MONO —FOOTING
m
BOLLARD
LAP NP PLATE A MIN. OF 48"
AND NN W/ 16d COMMON
NAILS, 2-PIQWS, 4" O/C BTM.
LAP TO OC R OVER STUD
2x4 OR 2x6 WOOD
NEARIG -
WALL W/ SYP No 2 UDS SEE
PLANS FOR SPACING. INGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLAT
TOP OF SLAB
SCALE: 3/4"=V-0"
2"CAPPED
GALVANIZED PIPE
W/FLANGE @ BASE
TOP OF SLAB
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
SECURE FLANGE TO
SLAB W/(4) 1/4" X 2 1/4"
TAPCONS
SCALE: 3/4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKY
RE B . PLATE TO
LA ! d MASONRY NAIL
TAGGERED.
IONAL METAL
NECTORS NOT
QUIRED WHEN NO
PLIFT IS PRESENT.
iEE SLAB SCHEDULE
e
<. SEE SCHEDULE
FOR WXD, BAR SIZE
AND BAR QUANTITY
9 IN?1OR UNDATION OD WALL
SCALE:3/4"=1'-0" (NO LIFT)
W
a
>
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
8" CMU WALL
TOP OF SLAB
e
° VARIES
SEE SLAB SCHEDULE TOP OF GARAGE
EXT, PORCH SLAB 4" CHAMFER (1-STORY)
1/2
JOINT " ISOLATION e ° 6" CHAMFER (2-STORY)
JO(WHERE •.< •
APPLICABLE) Z 4. - SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
��EXTERIOR MONO —FOOTING
@ GARAGE
SCALE: 3/4"=1'-0"
NEW REINF. BAR
SECURED W/2-PART
EPDXY. MIN. EMBED
8", LINO
FOLLOW ALL MANF.
SPECIFICATIONS FOR
USE AND
PREPARATION OF
HOLE,
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
ADDING BAR TO
MONOLITHIC FOUNDATION
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
z
�a
o�
QW
m
v J
aNK
m -- (_001')/I
8" CMU W
z
° l
° SEE SLAB SCHEDULE
z � a
z "ISOLATED" COLUMN PAD
4.
CENTERED UNDER WALL AND
POURED MONOLITHICALLY WITH
• FOUNDATION AND SLAB
e �
. • • SEE SCHE LE
FOR WxD,BAR ZE
AND BAR QUANT
MBINED EXTERIO MONO—
OOTING AND COL. P
SCA : 3/4'=-r o-
+_ 0'_0"
SLAB
30"
MIN. EACH WAY
MONOLITHIC FOOTING
D m
_ D
r�
D p
D 0 v D
v
FM
P . CORNER BARS, SAME SIZE AS LARGER BAR
DI D ( IN FOUNDATION WITH 30" LEG EACH
p WAY AT ALL CHANGES IN DIRECTIONS
.D SO THAT THE STEEL REINF. IS CONTINUOUS
MATCH AMOUNT OF CONTINUOUS BARS
DIP �
lu CONTINUOUS STEEL MONOLITHIC
o FOOTING REINFORCEMENT SEE SCHEDULE
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
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 2\BBEARING-
WALLW/No 2 STUSPACINGETO BE PT
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 3"
+- 0'-0"
TnP nF RI AR
SCALE: 3/4"=V-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLO ING
R PLATE TO SLAB W/
x DGE ANCHOR W/ 2"
S R SET IN HIGH STRENGTH
XY 5-1/2" EMBED. MIN. @ 16" OC
rSEE SLAB SCHEDULE
> I
a_
4. .
� s
4
EQ. EQ. SEESCHE E
FOR WXD, BAR
AND BAR QUANTI
INTERIOR CURB FOUNDATION WOOD WA
SCALE: 3/4"=V-0" (W/ U P LI
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
2X WALL FRAMING
1/2" DIA. SIMPSON ST62 BOLTS 5"
MINIMUM EMBEDMENT INTO
GROUTED CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
INTERIOR FRAME BRG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"=1'-0"
CURB FOR
MASONRY
UNITS SET
AT ELEV:
0'-0"
RECESS AROUND GARAGE
DOOR OPENING
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C BTM.
LAP TO OCCUR OVER STUD
2x4 OR 2x6 WOOD BEARING -
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
SCALE: 3/4"=1'-0"
VERIFY HEIGHT
OF WALL W/ PLAN
PROVIDE BLOCKING
SECURE BT. PLATE TO
SLAB W/10d MASONRY
NAIL 16" O/C STAGGERED
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT.
-SEE SLAB SCHEDULE
` \ "Q °
4. e�dyrt—...mod' —
°
°
e
EQ. EQ. SEE SCHEDULE
FOR WXD, BAR SIZE
AND BAR QUANTITY
INTERIOR CURB FOUNDATION WOOD WALL
(NO UPLIFT)
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.a bdesigngroup.com
AA #: 0003325
F
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SvBDIV & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828—CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLOODA
JUL 2 3 22 1
MICHAEL C. ANDERSON j AR NO 17305
PRINT 216 1
DATE: 07 / /
SCALE: 1/4"=V-0"
sxEET St41A
25'-10"
18'-10"
14'-8"
10'-0"
o
0
$r_2" 7
io
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5'_4„
1„
0 0
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(V
7o
R0vlewed for code
19'-0"
10'-6"
Compliance
Univeraal Engineering
Sciences
DOWEL
PLAN
SCALE: 1/4" = 1'-0"
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
JUL 2 3 2321
MICHAEL C. ANDERSON
AR NO 17305
DAT? 07/16/21
SCALE: 1 /4"=1'- 0"
SHEET
S1.2
Z�
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
GROUTED BOND BEAM
a
d
.d
a_
d
d
'
I d
d
5
II d
g
a
m
a
.�.'
X4
HORIZONTALNERTICAL
REINFORCING
SCALE: 3/4"=1'-0"
EXT. PORCH SLAB
W/ 1/2" ISOLATION
JOINT(WHERE
APPLICABLE)
VARIES PER ELEV,
CLEAN OUT REQUIRED
FOR INSPECTION
OL 0'-0" FIN. FLR.
TIE ERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
STEEL REINFORCING IN GROUTED
?
CELL SEE PLAN FOR SIZE AND
o�
SPACING REQUIREMENTS
mW
U
� J
❑
_ z
8" CMU WALL
r�
6" PVC CHASE v
THRU FOOTING
1.
SEE SLAB SCHEDULE
d d 4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
e
MATCH STEEL
REINFORCEMENT
PER SCHEDULE
SEE SCHEDULE
FOR WXD, BAR SIZE
AND BAR QUANTITY
BAR SIZE
48 BAR DIA.
#3
18"
#4
24"
#5
30"
#6
36"
#7
42"
Z"�
U
U
PVC CHASE
4 THRU FOOTING
SCALE: 3/4"=1'-0"
REINFORCEMENT
PER SCHEDULE
NG
#5 BARS
CMU UNIT DIMENSIONS
®` "� � ARE NOMINAL SIZES
OMASONRY SYMBOLS
3 SCALE:3/4"=1'-0"
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8t LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
----JUL 2 3 2521
MICHAEL C. ANDERSON
AR NO 17305
s$ &&N `
DATE: 07 16 21
i SCALE: 1/4"=1'-0" 1
IC7_TI• rkEel ►WII
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
LE
SO
INDICATES OPENING BELOW/T.O.B.=TOBEAM
=BOTTOM OF ARCH/T.O.S=TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
(psl)
IZH,
Wx
REINFORCEMENT
STIRRUPS
REMARKS
=TTOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
—
(1) #5
—
N/A
—
GROUTED SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
1
8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/0M/0B ♦ 1
N 1
1 V.
♦ ♦ o l
1 ,�� ♦ C 1
1 % ♦ m1
1 ♦ ♦ L1
GT ♦ a0 1
♦ 8F24-1T/0M/0B
1 � 1
1 ,% j ♦ 1
1 �% ♦ 1
1 ,�% j ♦ 1
1 %% ♦ 1
1 ♦ 1
,% I 1
1 %
% ♦ 1
1 ,Y 1
1 1 1
1 1 1
1 1 1
1 1 1
1 1 1
1 1 1 1
1 1 1
1 1 1 1
1 1 1
1 1 1
1 1 1
1
l0 1 1
1� 1 0l
1� 1 2 0l
1
6
Co 1 u1
1 1 °01
1 1 1
1 1 1
1 1 LINO, PROVIDE BB1 WHERE 1
1 ROOF TRUSSES BEAR, TOP 1
1 1 OF WALL EL. 8'-8", UNO. 1
1 1 1
1 0 1 1
1 1
1 � 1
1 I 1
♦i %% i
1 % 1
1 �% 1
1 �% 1
1 ♦ ,`� 1
1 �% `� 1
1 1 ♦ 8RF6- % 1
1 1 % IT/0M/0B % 1
1 1 %% ♦ 1
1 1 % 1
1 1 `% ♦� 1
1 1 ♦ ♦ 1 1
1 ; ,% 8RF6-1T/0M/0B 1
i% ♦ 8F16-1T/0M/0B i
1 TT 1
��..� L=Amm.,m mmm�
8F24 MIN.-1T/0M/1B
17'-4"
BTM. OF LINTEL @ 7'-0"
ABOVE FINISHED GARAGE SLAB
JJFT BEAM PLAN
5 ALE: 1/4" = V-0"
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
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FLORIDA 32937
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tn
4
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Sul3mv. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
]MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP. C
ARCHITECT
STATE OF FLORDA
JUL 2 Z 2,121
rscaav • 2116
DATE: 07 / /
SCALE: 1 /4"=1'— 0"
SHEET
s2
#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"=T-0"
NOTES TO THE INSPECTOR/CONTRACTOR
1. PLACE LINTEL ACROSS TOP OF OPENING.
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL.
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
PLACE STEEL HEIGHT.
REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
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. BOND —
e Q BEAM W/ (1) #5 BAR
EACH COURSE
I G 8x8 BOND BEAM —�
��W/ (1) #5 BAR
OF F = FILLED W/ GROUT
�`ptN U = UNFILLED GROUT SOLID FROM
NOMINAL # OF #5'S, IN 2ND BOND LINTEL TO TOP OF BOND �
WIDTH BEAM COURSE BEAM, IF FILLED LINTEL.
16-1 T/1 M/OB 8x8PRE-CAST CONCRETE —
PgREF�� NOMINAL---�� LINTEL W/ (1) #5 BAR (L2)
e P HEIGHT LENGTH OF BAR = WIDTH OF
# OF #5'S, TOP OPENING - 2"
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR
THAT XFXX - 1T/1 M/013 INDICATES A DOUBLE BOND BE4M /#OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE
AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS
AND XUXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL
AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
rI d11,I�T
PRE -CAST
WINDOW
SILL
E
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
E �1#5
BOND
BOND BEAM
TYP.8"x16"
BOND BEAM
OF OPENING
SEE NOTE 5
MASONRY
4 BEAM DESIGNATION
2 SCALE: 3/4"=1'-0"
PRECAST HEADER(MIN) —
2x4 (MIN 2 X 3)1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18" O.C. MAX. MIN 1-14'
EMBEDMENT
2x6 (MIN 2 X 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 18"
O.C. MAX. MIN 1-1/4"
EMBEDMENT
2x8 (MIN 2 X 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
18" O.C. MAX. MIN 1-1/4"
EMBEDMENT
SINGLE #5 CORNER =
BAR, 30x3O TURNED UP
OR TURNED DOWN INTO
FILLED CELL
STEEL REINF. OF
BOND. BEAM
2X4 SOLID BLOCKING
LSECURE TO SHEATHING W/
MIN. 2-12d PER BLK. EA. END
7116" OSB SHEATHING
CMU WALL
ARCHWAY FRAMING DETAIL
— STEEL REINF, OF
BOND, BEAM
PROVIDE #5 BAR
3EACH SIDE
ONIELEVATION
CHANGE IN \
ELEVATION OF BOND BEAM
Reviewed for Code
Compliance
Universal Engineering
fu Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 J
F
W
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ti
SvsDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL
4EBB
"1828—CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLONDA
WCHAEL C. ANDERSON
AR NO 17305 J
PRINT DATE: 07 16 21
SCALE: 1/4'$=1'-0"
SHEET
S2eIA
"LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS n SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
gUg
8/8-OB
16-1T/OB
1T/OB
4-1T/OB
8-1T/OB
2-1Tro121
'TYPE
LENGTH
8/8 PLAIN
8/8 SOLID
TYPE
LENGTH
WIT
8/16.1T
8/20-1T
8124-1T
8128-1T
8/324T
8/6-2T
8/16-2T
8/20-2T
8/24-2T
6/28-2T
8/32-2T
8/8-16
16.1T/1B
1T/1B
4-1T/16
8-1T/16
2-1T/1B
3'-6" PRECAST
1436
952
3114
4217
5321
6426
7531
3'-6" PRECA;iT
689
1024
3'-6" PRECAST
1569
3524
4394
5263
6'132
7001
1569
3524
4394
5263
6132
7001
2465
6113
6385
7708
9031
10000
4'-0" PRECAST
1065
700
2305
3125
3N5
4765
5687
4'-0" PRECAST
514
763
4°-0" PRECAST
1363
3060
3815
4570
5.325
6079
1961
6113
7192
6524
7627
8751
1363
3060
3815
4570
5.325
6079
41-6" PRECAST
g19
533
1770
24W
3033
3M
ON
4°-6" PRECAST
398
591
4'-6" PRECAST
1207
2582
3375
4043
4711
5379
1207
2707
3375
4043
4711
5379
1625
5743
7547
6752
6541
7565
5'-4" PRECAST
931
1247
1999
2560
3123
3686
4249
5'-4" PRECAST
411
411
5°-4" PRECAST
1016
18M
2374
2944
3.'513
4084
1016
2276
2838
3399
3961
4084
1319
4460
7196
7342
5780
6259
5'-10" PRECAST
817
1024
1631
2090
2549
3009
3470
5'-10" PRECAST
340
339
5'-10" PRECAST
909
1499
1971
2443
2915
3387
929
2080
2593
3107
3620
4133
1161
3693
5877
6036
6548
5776
6'-6" PRECAST
692
3227
3031
3707
4383
5061
6'-6" PRECA:iT
410
721
6'-6" PRECAST
835
1201
1578
1955
2332
2709
835
1868
2329
2790
3251
3712
3227
4598
7054
10000
8825
T-6" PRECAST
5702498
2205
2698
3191
3685
7'-6" PRECAST
303
534
T-6" PRECAST
71s
900
1181
1462
1743
2025
727
1624
2025
2426
2827
3228
2498
3408
4864
7067
6472
9'-4" PRECAST
428
r
1593
2204
2481
2818
2621
9'-4" PRECA;iT
192
384
9°-4" PRECAST
454
586
'767
948
1129
1310
572
1318
1643
1969
2164
2519
1674
2298
3081
4099
4899
10'-6" PRECAST
388
1247
1767
1904
2163
2028
10'-6" PRECAST
151
301
10'-6" PRECAST
356
468
612
755
899
1042
1407
1897
2781
3222
3784
504
1180
1472
1763
1'710
1989
11'-4" PRECAST
330
1312
1742
2252
2868
3630
11'-4" PRECAST
132
417
11'-4" PRECAST
430
406
530
653
777
872
466
1042
1372
1643
1470
1710
544
1312
1742
2252
2868
3552
12'-0" PRECAST
308
507
1210
1596
2048
2586
3191
12'-0" PRECAm>T
111
370
12'-0°' PRECAST
383
366
476
587
698
783
"0
940
1300
1560
1314
1476
507
1210
1596
2048
2586
3171
13'-4" PRECAST
270
433
1045
1365
1732
2157
2535
13'-4" PRECA:>T
82
298
13'-4" PRECAST
308
303
393
484
575
645
396
780
1057
1312
1071
1203
414
104.5
1365
1732
2316
2605
14'-0" PRECAST
254
978
1272
16M
1988
2279
14'-0" PRECA:>T
71
293
14'-0°' PRECAST
279
278
360
443
526
609
378
717
961
1192
975
1133
978
1272
1606
1950
238g
14'-8" PRESTRESSED
N.R.
P458
NR
NR
NR
NR
NR
14'-8" PRESTRESSED
N.R.
283
141-8" PRESTRESSED
239
422
506
626
746
865
246
663
980
1237
1.474
1715
1079
1429
1824
2277
2712
15'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
15'-4" PRESTRIESSED
N.R.
252
15'-4°° PRESTRESSED
22a
367
464
574
684
793
1014
1340
1703
2118
2513
230
616
908
1134
1353
1672
1T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
17'-4" PRESTRESSED
N.R.
183
17'-4" PRESTRESSED
187
326
365
451
587
680
192
506
720
501
1135
1312
300
856
1121
1413
1739
2047
19'�" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19'-,4" PRESTRESSED
N.R.
148
1914, PRESTRESSED
162
266
348
430
513
595
166
429
623
803
950
1098
235
736
959
1200
1467
1716
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
211-4" PRESTRESSED
N.R.
125
21'-4" PRESTRESSED
142
219
308
381
454
527
142
373
537
690
816
943
180
598
833
1038
1168
1468
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0" PRESTRESSED
N.R.
116
22 -0 PRESTRESSED
' "
137
226
290
359
428
497
137
358
513
659
779
900
165
550
784
992
1203
1381
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
24'-0" PRESTRIESSED
N.R.
91
24'-0" PRESTRESSED
124
174
245
302
360
418
124
319
455
581
687
793
129
450
654
824
1014
1147
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
AND CASTCRETE MAY 2015 EDITION.
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 19-0130.13
Reviewed for Code
In in
COMPliance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLO RI DA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
F
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4
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SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
p
C Thy.201 129R1:4EBB28-CALI"E SWING:LEFT:E LOADABLESPH EXP. C
ARCHITECT:
STATE OF F'LO DA
JUL 2 3 2321
MICHAEL C. ANDERSON
AR NO 17305
PRINT 2116
DATE: 07 / /
SCALE: 1 /4"=1' - 0"
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
14. 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.
ENDJACK
GIRDER/TRUSS I I TRUSSES.W/2X4
W/2X6 BOTTOM BOTTOM CHORD
CHORD
2x4 SCAB NAILED TO `- DIAGONAL
TRUSS BOTTOM BRACING/BOTTOM
CHORD W/MIN (4) 10d CHORD BRACING
NAILS FOR EACH
CHORD CONNECTION
DISSIMILAR BOTTOM CHORD BRACING @ END
TRUSSES W/2X4
BOTTOM CHORD
DIAGONAL J
BRACING/BOTTOM
CHORD BRACING
GIRDER/TRUSS
W/2X6 BOTTOM
CHORD
2x4 SCAB NAILED TO
TRUSS BOTTOM CHC
W/MIN (4)10d NAILS
FOR EACH CHORD
CONNECTION
DISSIMILAR BOTTOM CHORD BRACING @ MID RUN
TRUSSES W/2X4
BOTTOM CHORD
BRACING/BOTTOM
CHORD BRACING
CONNECTOR SCHEDULE
CONTROL DATE: 01/21/2021
MITek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES,
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" I -PLY, (7) I6d 2-PLY, EMBED 4"
(9)10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META-16
1985
(12) Ind x 11/2" 1-PLY, EMBED 4"
(10)10d x 1112" 1-PLY, EMBED 4"
HTA 16
1870
HETA46
1810
(10)10d X 11/2", (8)16d 2-PLY, EMBED 4"
(9)10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HEM-20
1810
(10)10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) SOd x 11/2" 1-PLY, (8) I6d 2-PLY, EMBED 4"
(2) HTA-20
24SO
(2) HETA-20
2035
(12) 10d x 11/2",1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
2500
(10)16d 2-PLY, EMBED 4"
(12)16d 2-PLY, EMBED 4"
zLUGT-2
2655
LGT-2
1885
BLK (5)1/4"x 3" Wedge -Bolt+ Anchors, WOOD (16)10d
(7) -1/4" x 2 1/4" TITEN, WOOD (16) I6d
LUGT-3
3380
LGT3-SDS2.5
3"0
CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"x3"TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
DHTA-20
2430
DETAL-20
2480
(16)-10dx 11/2, 1 PLY ALTERNATE USE OF(2)HTA-20 ACCEPTABLE
(18)-10dx 11/2, 1 PLY ALTERNATE USE OF(2)HETA-20 ACCEPTABLE
MUGT35+
3945
MGT+
3965
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(22) 10d TO WOOD
HUGT2+
9575
HGT-2+
10690
WOOD (8) 10d, MASONRY (2) 3/4"A.T.R
(2) 3/4" A.T. R. IN HIGH STRENGTH EPDXY(MIN. 12" EMBED), (16) Ind TO WOOD
HUGT3+
9860
HGT-3+
10690
WOOD (8) Ind, MASONRY (2) 3/4"A.TR
(2)3/4"A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LPTA
1510 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLEL
1210 PERPENDICULARTO
WALL
TO WALL
(10)10d x 11/2" ,(10)10dx
1-1/2"
MUGTIS
3945
VGT
4940
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6)10d FACE/(12) 10d BACKOFTRUSS
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12" EMBED),(361 SD51/4"x3"
HUGT
9575
(2) VGT
1 7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED),(8)10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SD51/4"a'
MTW 12
965
MT5-12
990
(14)10d x 11/2", (14) Inc!
(14) 10d X 11/2"
HTW 16
1355
HTS-16
1310
(16)10d X 11/2", (16)10d
(16) Intl X 11/2"
HTW 20
1355
HTS-20
1310
(24)10d X 11/2", (20) Ind
(24) 10d X 11/2"
HTW 24
1355
HTS-24
1310
(24)10d X 11/2", (20)10d
(24) Ind x 11/2"
LSTA 12++
930
LSTA-12++
925
(10) 10d
(10) 10d
LSTA I8++
1235
LSTA-18++
1235
(14) 10d
(14) 10d
MSTA-18++
1310
MSTA-18++
1315
(14)10d
(14)10d
MSTA-24++
1640
MSTA-24++
1640
(18)10d
(18)10d
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(22) 10d
MSTA-36 ++
2065
MSTA-36++
2050
(26)10d
(26)10d
KSn236
2765
MST1-36
3800
(36)10d X 11/2"
(36)10d X 11/2"
KTS1248
5105
MSTI-48
5070
(48)10d X 11/2"
(48)10d X 11/2"
LFTA6
980
H6
1055
(16) 8d x 11/2", (I6) 8d)
(8) 8d TO PLATES, (8) Ed TO STUDS
SPT4
875
SP4
825
(6) 10d TO STUDS (6) 10d TO PLATE
(6) Ind x 11/2" TO STUDS
MP34
5251N Fl @ 160%
A34
430
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST
(4) 8d x 11/2" TO BEAM, (4) Ed x 11/2" TO POST.
HHCP2
680
HCP2
590
(10) 10d x 11/2" TO TRUSS, (10) lod X 11/2" TO PLATE
(12110d X 11/2"
RT16A
1020
H10A
INN
(9) 10d x 11/2" TO TRUSS, (8)10d X 11/2" TO PLATE
(18)10d X 11/2"
MUGT35 & PHDSA
4175
VGT& HDU4
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16TSDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/THREADED ROD, (2) NUTS/WASH ER/2 PLY
MUGT35 & PH04A
4175
VGT& HD713
49M
(28) Ind TO TRUSS, (10) W53 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3"TO WOOD, (3)-3/4" STUD BOLTS W/THREAD ED ROD, (2) NUTS/WASHE R/2PLY
PAU"
2535
6775
ABU 44Z
2300
7750
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) S/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
PAU66
2455
16005
ABU 66Z
2190
18205
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBEDI IN CONC., (12)16d TO WOOD
(1) 5/3" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
LTS19+++
1205
LTT19+t+
1310
11) 3/4" A.T. R. IN HIGH STRENGTH EPDXY, (MIN.7" EMBEDI IN CONC, (B)IOd TO WOOD
(1)3/4"A.TR. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC,(8)10d TO WOOD
LT520B +++
1100
LTT208+++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (10) Ind TO WOOD
HTT45
4160
HTT4
4455
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBEDI IN CONC.,(18) 16d X 21/2"
(1)5/8"A.T.R. IN HIGH STRENGTH EPDXY (MIN.7" EMBED,) IN CONC.,(26) 16d X 21/2"
HTT45
5005
171`5
5090
(1)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONC, (26116d X 21/2"
11)5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T'. EMBED,) IN CONC.,(26) 16d X 21/2"
UPHDll+
14395
HHDQ11-SDS
2.5+
11810
(1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS
(1)1"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS Y."x2Y"WOOD SCREWS
PHDSA
6525
HD]8
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) W53 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 314" STUD BOLTSTO WOOD
TDX8
7970
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
]330
MBHA
3.56/11.25
3475
5330
(1)1/2"' )-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 51"EMBED INSTALLED IN FACE. (14)10d ATIOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (19) 30d TO BEAM
HUS4121F
3615
2710(100%)
HUSU12
(WOOD)
3435
2635(100%)
(10) 16d TO HEADER, (10) 16d TO WOOD
(10) 16d TO HEADER, (10) I6d TO WOOD
3325 (125%I
3220(125%)
HD4101F (CMU)
1910
3080
HUC410
(CMU)
1800
4500
(18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) Intl TO WOOD
(18)1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
HD210-21F (CMU)
1950
3080
HUC210-2
(CMU)
1800
4500
(18)1/4"" x 3"" WS3 SCREWS, (10)10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD
(18)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) Intl TO W000:
10210-311`(CMU)
2795
5015
HUC210-3
(CMU)
1800
450n
(VU 1/4""x3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD
(18)1/4 x2-3/4" TITEN (9 PER FLANGE
-) TO CMU, (10110d TO WOOD:
LGUM26-2
2125
6065
LGUM2§-2-SD
1430
5595
(4)3/8"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS
(4)3/8 x 4 TITEN HD ANCHORS (2 PER ((A,NGE)TO CMU, (4)1/4X 2-1/2 SDS SCREWS TO WOOD
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
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SLTBDIV. Ba LOT:
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PHASE 2
LOT #129
PROJECT#
04321, 201 /129R1
MODET. RR
4 E L
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
FRAMING
PLAN
160 MPH EXP. C
AFi® I�TECT�
STATE OF FLORI®A
�ll�II 99 nP, -
=HAEL� C. m 3ERSON
AR NO 17305
PRINT 2116
DATE: 07 / /
SCALE: 1/4"=1'-0"
FRAMING PLAN
SCALE: 1/4" = V-0"
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR
DRAWINGS FOR REVIEW SHEATHING
AND APPROVAL FASTENER SCHEDULE"
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH
# 1100 UPLIFT SIMPSON
PLYWOOD SHEATHING, SEETO
(9) 1bd x 1 Z" NAILS TO TRUSS ROOF/WALLIFLOOR T USSANSIMPSON OR WITH
HTSM20 AND
( 10/ "x
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x E TRUSS AND H 1/4" x 2 1/4"
1 SHEATHING (g) 10d x 1 Z" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO
(12) 16d x 1 2' NAILS TO TRUSS FASTENER SCHEDULE"
DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL
OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE 0/C TO FACILITATE ONE
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON
NOTE: A PT SYP #22"x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS
(16) 10d x 3 f" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF
(2) SIMPSON HETA16 TRUSS ANCHORS W/ 1 Od NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO
WITH (12) 16d x 3 Z" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 21/4"
ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) e' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL
SEE ARCHITECTURAL ANCHOR REQUIREMENTS.
2x SECURED W/ (3) 16d "x 2�' TO GIRDER
GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA 3" Z" x I TITEN HD TO CMU AND (18) SIDS 4" x
GALV. COMMON NAILS a SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDERIt
12" 0/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
AND APPROVAL GALV. COMMON NAILS. (2) Z" x 5"TITEN HD TO CMU AND (18) SIDS x 3"
1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS
SEE SCHEDULE
A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN.
B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART
C ALLOWABLE UPLIFT = 1-1:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN. REPAIR OF MULTIPLE
TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR
1 a 1 b 1 C SCALE: 3/4"=V-0" TYPICAL ROOF 3 SCALE: 3/4"=1'-0"
GIRDER CONNECTORS) 2a 2b 2c GIRDER CONNECTORS) SCALE:3/4"=1'-0"
(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN
BRACE W/ (3) 12d @ EA TRUSSES WHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE SEAMS)
30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE
(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA.
6'4" MAX (W/1X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2"
OR 10'-0" MAX (W/2x4) FROM CENTER TO END. WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH EPDXY 6"
1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
MAX.
BTM. CHORD SECURE GABLE TO 2x8
BRACING, SEE PRE-ENG GABLE TRUSS
P.T. PLATE W/ 12d's 8"
N w PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O.C. MAX
o d
v � a REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/
(2) 10d's @ EACH TRUSS
TO BE INSTALLED @
BTM. CHORD OF 10'-0" 0 C. MAX.
WOOD ROOF TRUSSES
,4
SEE SCHEDULE FOR
BOND BEAM REQ.
7z=.
1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER
MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF
1 V-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BRACING 7 BLOCK WALL W/ GABLE END
6 SCALE:3/4"=1'-0" PRE-ENGD TRUSS SCALE:3/4„=1'-0"
NOTCH DEPTH1/4*D THE USE OF ALTERNATE MATERIALS MAY BE
o HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE
`�' 09/ HOLE DIAMETER FOLLOWING
< 2/5*D SGL. STUD
OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
SPAN ONLY 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
HOLE EDGE >5/8" 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.
BTM. —HOLE DIAMETER
Reviewed for Code
ComPliance
PLATE < 3/5*D DBL. STUD Universal Engineerin,
Sciences
ALTERNATE MATERIAL%
STUD NOTCHING 11 SCALE:3/4"=V-0"
AND BORING LIMITS _
8 SCALE: 1 1 /2"=V
2194 HWY A1A, SUITE 301
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I
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 /129R1
MODELe
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
JUL 2 3 2021
MICHAEL C. ANDERSON
AR NO 17305
Z rZ%LZ L 2116
DATE: 07 / /
SCAT E: 1/4"=1'-0"
SHEET
Sao 1
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY)
2X4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR
LOCATION
SECURE 2x6 PT. PLATE TO BLK-
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6" MIN.
EMBED. AT 32" OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
rr]
Y
PRE-ENG'D WOOD
TRUSS (TYP) @ 24" O.C.
MAX
FOR STRAPPING
VERIFY
W/ TRUSS PLAN
CONC.POURED
LINTEL COURSE
CONT. 2x4 SECURED W/ (2) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
3/4"=1'-0"
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2194 HWY A1A, SUITE 301
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RUBDIV. & EAT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
JUL 2 3 2021
E�"•..
Lop Klclfll-�
PRINT 2116
DATE: 07 / /
SCALE: 1/4"=1'-0"
Ippplpppl
Iplplpppl
VTCR SPACING (1) AT EACH END Illllllpl
I
2x4 BLOCKING BETWEEN TRUSSES
VTCR
AND 6'-0" O.C. MAX. (plllll
(2) 2X4 No.2 SYP DIAG.
WHERE X-BRACING IS PRESENT AT
BRACE W/ (3) 12d @ EA.
4'-0" O.C. (AT SHEATHING SEAMS)
TRUSS (DIAG. BRACE TO
7
COVER 5 TRUSSES)
-----
--- -------
0'-0" TO 30'-0" (1) "X" BRACE
ppllppplp
III I
30'-1" TO 60'-0 (3) "X" BRACE
PRE-ENG GABLE TRUSS
Ell I
ll
(1) "X" BRACE @ CENTER
ppIIIIGp9
(2) "X" BRACE DIVIDED EQUALLY
2x SUB -BAND
AT ALL `
FROM CENTER TO END.
UPRIGHTS OVER 4'-10" HIGH
UPRIGSTIFFBSTIFFBHTS
\
o
(AS PER TRUSS ENG)
o
PLYWOOD SHEATHING, SEE
h
"ROOF/WALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
SIDE VIEW
1x2,2xWOODFASCIAfIENGINEERED
NNECTION PER
SEE ARCHITECTURALUSS
MFG.
2x SECURED W/ (3) 16d
WOOD
GALV. COMMON NAILS.
24" 0/C,
1x2 SECURED W/ 10d
P DRAWINGS
GALV. COMMON NAILS
CONT. 2x4 RAT RUN
12"O/C
AL SECURED W/ (2) 12d's @
PRE-ENGINEERED
MASONRY BOND BEAM
EACH TRUSS
VALLEY TRUSS CONNECTION
SEE SCHEDULE
END PRE-ENGrD TRUSS
SCALE: N.T.S.
^GAEBLE
HIP RETURN SCALE: 3/4"=1'-0"
Reviewed for Code
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2194 HWY A1A, SUITE 301
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AA #: 0003325
F
PA
Cq
W
U
r
O
F
U
r7
O
-FT-T] I
E:
ti
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321, 201 129R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
JUL 2 3 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE 07/16/21
SCALE: 1/4"=1'-0"
SHEET
3 o 1 C
GABLE - END
xH'* HIP ROOF
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50)
ZONE 2e = 60.50 PSF (70.50) ZONE 3e = %80 PSF (79.80)
ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80)
ZONE 2r = 69.80 PSF (79.80)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: +/- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING
EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN.
19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD
AND EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF
GABLE END.
ROOF/ WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NGII PP:nII1RFMFNTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
10d
RING SHANK,
2 1/2"
0.131
F1667
SCREW SHANK
170,000
RING
(16-20 RINGS
RSRS-03
8d
RING SHANK,
2 3!8"
0.113
F1667
PER INCH)
RSRS-01
SCREW SHANK
8d
RING SHANK,
F1667
PNEUMATIC
2 3/8"
0.113
RSRS-01
SCREW -NAILS
EXTERIOR SHEATHING
USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4"
O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
RAFTER OR TRUSS
ROOF SHEATHING
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
ROOF SHEATHING ATTACHEMENTSPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED
ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @
ZONE 2e, 2n, 2r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
ZONE 3,3e, 3r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED BLOCKING PER NAILING SCHEDULE
AND ADHERES TO ASCE 7-16
8d RING SHANK GUN NAILS @4" O.C.
TOP & BOTTOM EDGES I,
J
zo
_o
oo
W
Z @J
_6
vd
Ze
K
'o
J
Q
Z
Z
Y W
QLL
= Z
O U
Z C;
TYP. EXT. SHEATHING ATTACHMENT
I ni!AV
C. 10d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT'
TABLE FOR FIELD SPACING
SHEATHI
#8 2" DECK SCREWS @ W-8" O.C. MAX @
EQGES & 12" O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYff: 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE,
FORM -WORK:
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
WOOD:
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH:
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.. WIRE MESH FOR SLABS SHALL
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION. AND SITE PREPARATION BE SUPPORTED WITH 2" CHAIRS SPACED S-0" OC, EACH WAY.
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL:
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR. TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 5 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW.
20 psf TOP CHORD -non-concurrent
10 psf BTM CHORD -non-concurrent
DEAD LOAD DEAD LOAD
18 pef TOP CHORD 20 psf TOP CHORD
(7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE)
10 psf BTM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf
BALCONY LIVE LOAD 60 psf
STAIRS LIVE LOAD 40 psf
WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST
(ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II)
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS:
40psf
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL
SOIL FOR TERMITE PROTECTION.
THE OWNER SHALL RETAIN THE SERVICES OF AN.INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE: BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER.
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" t/- PRIOR TO THE ADDITION OF PLASTICIZER.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING,
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
NON COMPLIANCE WITH THE ABOVE,
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:
1-1/2" FOR #5 AND SMALLER
2" FOR #6 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATHER
3/4" FOR SLABS, WALLS AND JOISTS
1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36"
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
WALL
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER.
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES. AND COMMENTARIES), AS PUBLISHED BY
THE MASONRY STANDARDS JOINT COMMITTEE.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
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 HAVE A MAXIMUM 3/8"
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM
A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =
35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
CONTAINS MORE THAN M." OF HEARTWOOD.
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
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
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990.
STRAPS SHALL BE INSTALLED ACCORDING T MANUFACTURERS INSTRUCTIONS.
HURRICANE O
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BYA FLORIDA
LICENSED PROFESSIONAL ENGINEER.
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
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS.
Reviewed for Code
Compliance
Universal Engineering
Sciences
FASTENER SCHEDULE
WINDOW
AND
DOOR BUCK
FASTENERS
FASTENER
APPLICATION
SITE
TYPE
SPACING
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
W PT FURRING TO
CASE HARDENED COIL
GARAGE DOOR BUCK
1/4" DIA.
TAPCON MASONRY
O/C
1 1/2" EMBED., 4" END DIST.,
MASONRY / GONG..
NAIL 1 1/2" LONG.
8" O/C
TO MASONRY/CONC.
NO WASHER
FASTENER
8'
1 1/2' EDGE DIST.
SGD, AL. EXT. DOORS
CASE HARDENED COIL
9" O/C
FASTENED
WIINTO
GARAGE DOOR BUCK
3/8" DIA. OR
1W DIA.
EXPANSION BOLT
16" 0/C 3/8" DIA
( )
4" EMBED., 4" END DIST.,
ix PT, SEE NOTE 8
NAIL 1 1/2" LONG.
STAGGERED
MASONRY/CONC.
INTO MASONRY/GONG.
TO MASONRY/GONG.
pq^ 0/C (1/2" DIA)
3" EDGE DIST.
w/ WASHER
CONTACT THIS ENGINEER FOR SPACING
WINDOW BUCK
CASE HARDENED COIL
9"O/C
WINDOW/DOOR/FASTENED
METAL STRAP TO
1x PT, SEE NOTE
NAIL 11/2"LONG,
STAGGERED
INTO MASONRY/CONC.
MASONRY/GONG.
REQUIREMENTS
EXT. SWING DOOR
(2) 3/16"DIA
"TAPCON"
18" O/C
1 1/2" EMBED, 8" END.
NON -BEARING WOOD
112"°
EXPANSION
24"-0/C
4" EMBED. 4" END
BUCK 2x PT, SEE NOTE 6
NO WASHER
FASTNER
DIST., 1 1/2' EDGE DIST.
WALL TO GONG. SLAB
W/ WASHER
BOLT
DIST., 3" EDGE DIST.
2x PT WINDOW BUCK 0.138° PAF x 2 ire" 9" O/C 4" END. DIST, 1 1/2"
PT TO STEEL COL., SEE W/ WASHER STAGGERED EDGE DIST.
NOTE6
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL SE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPC(iNS OR PAF TO THE SUBSTRATE.
2194 HWY AlA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #129
PROJECT#
04321.201 129R1
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
[ARCHITECT:
STATE OF FLORIDA
MICHAEL C. ANDERSON
AR NO 17305
rI%JLSM A_
2116
DATE: 07 / /
SCALE: 1 /4"=1' — 0"
SHEET
N 1
Product Approval
Submittal Affidavit
Glass
wilding DesignFProductn
FLORIDA PRODUCT
FL#or Miami- APPROVAL REVISION Product Model# Manufacturer
Description
Method of AttachmentDade
PressureREVISIONFar
EXPIRATION DATE
anchoring through frame into wood framing or 2x buck use #10 wood screws
with
sufficient length to achivea 11/4'' minimum embed. Into substrate. Locate
anchors
as. shown in elevations and installation details.For anchoring through frame
RSS
9/30/2022
SH Window
1500
Ply Gem
Non Impact into
masonry /concrete use 3/16" tapcons with sufficient length to achive a 11/4"
(+38) / (-48)
FL16303.1
minimum embed. Into substrate.. Locate anchors as shown in elevations and
installation
details.
Foranchoring
through frame into wood framing or 2x buck use#10 wood screws
with sufficient length to achivea 11/4'' minimum embed. Into substrate. Locate
anchors
as shown in elevations and installation details.For anchoring through frame
FL17499.2
R8
10/08/2023
SH Window (Alt)
185 SH
MI Window and Doors
Non Impact into
masonry / concrete use 3/16'' tapcons with sufficient length to achive a 11/4"
(+38) / (-48)
(+150) J (-60)
minimum embed. Into substrate. Locate anchors as shown in elevations and
installation
details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 13/8" minimum embed Locate anchors as shown
in
installation details.For anchoring through frame into masonry / concrete use
PL16100.1
R9
11/30/2022
Vertical Mullion
1500
Ply Gem
Non Impact
1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4'' minimum
(+38) / (-48)
(+50) / (-50)
embed. w/ 1" min, edge distance. Locate anchors as shown in installation details.
Foranchoring through frame into wood framing or 2x buckuse #10 wood screws
with sufficient length to achive a 13/8" minimum embed. Locate anchors as shown
in installation details.For anchoring through frame into masonry/ concrete use
FL15353.2
R5
12/31/2024
Vertical Mullion (Alt)
5764
MI Window and Doors
Non Impact
1/4'' ELCO ultracon tapcons with sufficient length to achive a 11/4" minimum
(+38) / (-48)
(+48.1 / (-48.1)
embed. w/ 1" min. edge distance. Locate anchors as shown. in installation details.
For anchoring through frame into wood framingor2x buck use#10 wood screws
with sufficient length to achivea 11/4" minimum embed. Into substrate.. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL16104.1
R7
4/30/2022
Fixed Window
1500
Ply Gem
Non Impact
into. masonry / concrete use 3/16'' tapcons with sufficient length to achive a 11/4"
(+38) / (-48)
(+55) / (-55)
minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as
shown in installation details.
For anchoring through frame into wood framing or 2x buck. use #10 wood screws
with sufficient length to achive a 11/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15349.1
R15
4/3/2023
Fixed Window (Alt)
185 PW
MI Window and Doors
Non Impact
into masonry /concrete use 3/16'' tapcons with sufficient length to achive a 11/4"
(+38) / (-48)
(+60) / (-60)
minimum embed. Into substrate w/ min .21/2" edge distance. Locate anchors as
shownin installation details.
Foranchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achivea 13/8'' minimum. embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through. frame
FL14634.1
R5
12/31/2022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
into masonry ./ concrete use 3/16" tapcons with sufficient length to achive a 11/4"
(+33) / (-41)
(+50) / (-50)
minimum embed. Into substrate w/ min 2 1/2'' edge distance. Locate anchors as
shown in installation details.
Foranchoring through frame into wood framingor2x buck use#10 wood screws
with sufficient length to achivea 1.3/8" minimum embed. Into. substrate. Locate
anchors as shown in elevations and installation details.For anchoring through. frame
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
Series 420 Aluminum5GD
MI Window and Doors
Non Impact
into masonry /concrete use 3/16" tapcons with sufficient length achive a 11/4"
(+33) / (-41)
(+48.2/ (-48.2)
}
minimum embed. Into substrate. w/ min 2 1/2" edge distance. Locate anchors as
shown. in installation details.
1/4'' concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each
FL20461.17
R7
12/31/2022
Opaque single door with
Smooth Star
Therma-Tru
N/A
side of transom centerline to bucking. Fastener spacing @15"o/c max. @head and
(+36)/(-47)
(+47)/(-47)
transom
jamb. Min. embedment of all anchors to be 1 1/4"
3/8" x 2-3/4'' H ilti sleeve anchors 6" from. ends 22" O/C
FL16107.3
R14
12/31/2023
Double Garage. Door
16.2 x773 W6
Clopay
N/A
(+29)/(-35)
(+36)/(-42)
3/8'' x 2-3/4" Hilti sleeve. anchors 6" from. ends 22" O/C
FL16546.7
R14
12/31/2023
Double Garage Door (Alt)
16.20 76 W6
Clopay
N/A
(+29) / (-35)
(+36) / (-42)
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout
filled CMU. with min.. emben of 2. 3/4", min. edge distance of 4" and min. end
FL8248.11
R20.
12/31/2023
Double Garage Door (Alt)
8024
Wayne Dalton
N/A
distance of 4". Maxfastener spacing of 20''3/8'' dia. X 3" long lag screws with 1"
(+29) / (-35)
(+34.4) / (-36.3)
OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting
structure.
3/8'' Simpson. Titen heavy duty screw anchor with 2 3/4" embed min 6" between
FL34170]
R15
12/31/2023
Double Garage boor (Alt)
Series170-175, 177,
overhead
N/A
jamb and bracket location. 2 3/4" min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
180-185, 197
3/8" Dia Power -Bolt by'DEWALT. 2" min embed tinto concrete. 1-7/8 min edge
Hurricane Master
DAB Doors Company,
distance. 3/8" Dia HLC sleeve by 'HILTI'. 1-1/4" min eroded into concrete orfilled
FL15371,2
R3
7/21/2025.
Double Garage Door (Alt)
Model 824/811 Steel
Inc
N/A
block..1-5/8'' min edge distance into concrete. 4" min edge distance. intofilled
(+27)/ (-30)
(+36) / (-44)
Sectional
block.
3/8" Dia Power -Bolt by'DEWALT' 2" min embed tinto concrete. 1-7/8 min edge
distance. 3/8'' Dia HLC sleeve by'H ILTI'. 1-1/4" min emded into concrete or tilled
FL16546.6
R14
12/31/2023
Double Garage. Door (Alt)
06 W6-16 PAN-2F156
Clopay
N/A
block. 1-5/8" min edge distance into concrete. 4" min edge distance intofilled
(+27) / (-30)
(+36) / (-42)
block.
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8'' dia.
heads, long enough to penetrate through plywood or 3/4'' into boards. Use 4 nails
j
FL30310.1
RS (R2 PENDING)
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
pershingle placed 6-1/8" above the butt edge, approx. 1" and 13'' from each end
N/A
N/A
and 1/2'' above each cutout. Drive nails straight so that nail head is flush with, but
not cuttingal
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
FL15216.1
R10
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in
N/A
N/A
thefield.
FL5259.1
R33 (R34 PENDING)
12/23/2023
Underlayment (Alt)
Polystick IRXE
Polyglass USA
N/A
Self adhesive
" eviewerl for Cod
ft
N/A
N/A
FL17322.1
R8
12/31/2024
Underlayment (Alt)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive Jomp is
Universal Engineer
ng N/A
(+0) / (-135j
FL34546.1
RS
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Corning
N/A
Self adhesive
N/A
N/A
Self adhesive
FL27076.16
R1 (R2 PENDING)
3/28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL3792.5
R15
9/16/2026
Off Ridge Vent
770D
Lomanaco
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9/21/2026
Off Ridge Vent (Att)
MMI
MILLINUM METALS
N/A
N/A
(+O) / (70)
R5
12/31/2023
Soffit
2T Soffit Aluminum
Alside
N/A
Install per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+75) / (-75)
FL35272.1
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
FL33919.1
RS
12/31/2024
Soffit (Alt)
Variform Soffits Vinyl
PlyGem
N/A
REQUIREMENTS ON INSTALLATION
(+31.6) / (-38.8)
(+157) / (-46.1)
Install per manufacturers recommended requirements.
FL16544.1
R6
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A
(+31.6) / (-38.8)
(+54.2)/(-54.2)
Install per manufacturers recommended requirements.
FL37824.1
R1
12/31/2023
Soffit (Alt)
Aluminum Soffit
Variform
N/A
(+31.6) / (-38,8)
(+106.8)/(-141.6)
Install per manufacturers recommended requirements.
FL12194.2
R12
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
N/A
(+31.6) / (-38.8)
(+70) / (-73.3)
1/¢' x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" 1n
12/31/2022
Hurricane Panels Less than
24 GAGE
Hurricane Storm panel
N/A
"
concrete/ masonry, 2 1/2" min. edge distance, 12p/c max. spacing. Can be
N/A
(+47) / (-53)
FL16293.1
R3
6' span
MFG.
headed screw oral) thread but with. wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
R3
12/31/2022
Hurricane Panels 6' span or
24 GAGE
Hurricane Storm panel
N/A
concrete /masonry, 2 1/2" mm edge distance, 12" o/c max. spacing. Can be
N/A
(+45) / (-SOJ
FL16293.1
more
MFG.
headed screw or all thread but with wing nuts.
FL17147.1
R5
6/27/2022
Zip System Sheathing
Wall Sheathing
g
Huber
N/A
Install per manufacturers recommended requirements.
N/A
N/A
James Hardie Building
N/A
Install per manufacturers recommended requirements..
FL13192.2
R6
12/31/2023
lap Siding (Alt)
Cemplank
Products
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV & LOT:
EXPRESS
MASTER PA
PROJECT*
MODEL:
EXPRESS
SHINGLE
GARAGE 91'iiNG:
PAGE:
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FEB 1 1 2U22
MICHAEL C. ANDERSON
AR NO 17305
02/09/02
i SCALE:1/4"=1'-0"'
SHEET
PAI
3 23J32"
1
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HE PRC�UCI SHOWN HEREIN IS C-SIGNED AND MA\„-A::IURLD C COMPLY W IH
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I
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WOOD.. FRAMING AND MAFONRY OPENING `0 BE DESIGNED AND ANCHORED• TO FRO==PLY
IIII
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ST=EL NAILS WITH 1/4" HEAD DAM=FEB?,. 3/L'X' IL;• .CROIVN OR S/e"X3/$" STAPLES.
REFER `0 DETA-5 A, D, -, AND E =0R MINIVL�M EMBEDMENT AND S=ACING.
OR ANCI IU t NG INTO MASONRY/C N «7C WIT CuT STUB-0 USE .067"K5/15' T OR STUS
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ALL FASTEAC RS -0 DE CO'ROSION RESISTANT,
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VENTED VERSION VENTED AREA:20.23Npi1.M�E/1RFd0T
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:Y OTHERS
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ROOF TRUSS SYST-M
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NU F DLSC k I P 11 ON
PROFILES AND NOTES
INS-ALLATION DEALS AND COMPONEN-S
F zABAF RL11I DING
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1710 PREMIER ROW
ORI ANDO, } I 37809
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160 OVERihf,4NG INSTALLATIONDETAIL
SIGNED: 09/23/2')21
� N�d41V.61BltI/h
r�'l � MRiy *Jb,N
Lu's R. Lamas P.L.
rL No.: 62514
R 'r'L41: AYi.
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R_vISLJ VEILS S & {J AND JLIAL C: DS/I//217 I R.L.
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-HIS IS NOT A SR.AC_
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SHEET L
24 OVERHANG
24" OVERHANO INSTALLATION DETAIL
SIGNED: 09123=1
A PHA ALUMINUM INC..
1710 PREMIER ROW
0 ANDO^ =L 32809
16" ALUMINUM SOFFI-
INS"ALLATION DC -A LS
ZAri'M Mr. NO.
':I , riH-O9186
NTS IW08/05/13 "113 OF 4
L. R176EATOLLUM8P.E.
1432 WOODI a14D AA LP14'Mi%LE, NC 27623
i34&89Q61JE rdbma�4FhmsAQarnn
Luis R. Lomas P.C.
FL No.: 62514
ITSM NO.; PART NUMBERIDESCRIPTIOINI MANUFACTURER I MATHBAL
1 :SOFFIT AI PHA Al I (MINI IM NC. Al l IMINUM 3104
2 F CHANNEL ALPHA ALUMINUM NC ALUMINUM 310E.
3 IJUIANINEL I ALPHA ALUMINUM INC ALUMINUM 31Ub
h RAMF HWI DINP
5- OTHERS
THIS IS NOT A BRACE
IHIS IS P\R'I OF
RUL:F IRUSS SYSI-k1
� DETAILS
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A. 9 AND C
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DETAIL A
WOOD FR4UM W97ALLATRW
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FRAME BUILDING
FRA.MF ERE i71N:, S R" l]-HERS
BY 0 HERS
1 THIS IS NOT A B3RAC= ��� '.` nIIS 1$ NOT A BRACE
THIS IS PART OF '`- � - _ � THIS IS PART OF '
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S ICE- 4 A, E AND C SIII7 L
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16"OVERHANG INSTALLATION DETAIL
1 3/"4" TRIM PAINTED SS NAIL
W/'5/16" -EAD :IAM-ER
iC I OrAll 24". MAX O.C.
:/C MIN.
IEDG_ DIS ANC_
g/4'XJ/4" CROWN $ AFLES
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SI-E--4
- 12" NKX C,C_
24' OVERHANG24" OVERHANG INSTALLATION DETAIL
ALPHA ALUM NUM INC.
• Al O �,;&MIER ROW
02 ANDO, FL. 32809
16" ALUMINUM SOFFIT
INS-ALLATION DETAILS
WNM: 65YC. M.
L. 08 02198
nie NTS. PATE 08105/13 s"Em`2 OF
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3,/6" MIN W/5/1F.' H'A`7 DIAMFTFR
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DETAIL E
MLOOO FRAMING .IN.9TALL4T)ON
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Sf OTHERS MASONAYrVONCRETEWSTALL4TIM
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PXMn 70 NOTES FOR EMBEDAMVr
SIGNED,: 69J23/2021
Q Nr 4 BN
to
_Lls R. Lamas P.L.
FL No.; 62514
RR" rmcRPT14N PAT- A=PR",W-'1
C:. RF4'3F1) knTFS fi .4 B AND P:,=T4f C. C4/17/701 R.1
E#E 11VEEN
STAPL:S
/3 IN
STnP_CS FMCS
DETAIL F
STAPLE VAMOND PATTERN
ALPI IA .ALUM NUM INC.
1710 PREMIER ROW
ORLANDO, FL 32809
19" ALUMINUM SOFFIT
INSTALLATION DETAILS
awo ram.
os 02193
Pr- 08/05/13 w`74 OF 4
L RLF85RTO LOU" RE.
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INC_ TO
SH WITH
IRS
RevlewecB Por Gou)1
Compliance
Universal Englneem,
Sciences L
SIGNED' 0912"21
Lu's R. Lamas P.L.
rL No.; 62514
CONTROL. DA
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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EXPRESS
MASTER PA
PROJECT#
MODEL:
EXPRESS
SHINGLE
GAIRAGE STEMG:
PAGE:
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
FEB 1 1 2022
MICHAEL C. ANDERSON
AR NO 17305
PRIN: T
DATE02
SCALE: 1/4"=1'-0"
�Zfr
am
fibqFA1514 DESIGN
WMD PRMSpKEs f P5F
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2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 101111
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SUDI)XV. de LOT:
EXPRESS
MASTER PA
PROJECT*
M ODEL•
•EXPRESS
SHINGLE
GARAGE SWINGE:
PAGE:
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
FEB 1 1 2022
-MICHAEL C. ANDERSON
� AR NO 17305 J
DATE: 02 /09 /02
3CALE: 1/4"=1'-0" 1
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