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7`1: (321) 733-7092 Fax: (321) 733-797x,:.
STATE OF FLORIDA DESIGN CRITERIA:
CERTIFIED BUILDING CONTRACTOR: -FLORIDA BLMDING CODE, RESIDENTIAL,
7TH EDITION (2020)
-ALL LOCAL AN STATE CODES
DR HORTON HOMES - OCCUPANCY - RESIDENTIAL, GROUP R3
- CONTRUCTION TYPE - VB
1430 CULVER DRIVE NE - MIN.SINTERIOR FINISH - CLASS B
PALM BAY, FL 32907 3 -BASIC WIND SPEED - Vult=160 MPH
TEL: (321) 733-7092 Vasd=124 MPH
EXPOSURE - C
-1-STORY RESIDENCE -
FAX: (321),733-7972 :2-STORY RESIDENCE - MAX. HEIGHT AS PE? LOCAL
AM STATE CODES
STATE OF FLORIDA SQ.FT. CALCA
PROFESSIONAL ARCHITECT:
ERSON LIVING isig, ed FT.,
MICHAEL C.1
, AND
GARAGE 430 SQ. IFT.:
AR No. 17305 ENTRY I& SQ. FT,,
LANAI 80 SQ. PT.
A.B. DESIGN GROUP, 1LLC TOTAL 2442 SQ. FT.
2194 HWY AIA, SUITE 301
A/C VOLUME 16411.6 CU. FT.
INDIAN HARBOUR BEACH, FL 32937
Tel: (321) 802-3591
Fa
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
J THE BUILDER ASSUMES ALL LIABILITY FOR
.
i 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
1 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
I CLARIFICATION.
i 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 BFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SEPT.
ABBREVIATIONS
DATE
REVISIONS
DESCRIPTION
ABV.
ABOVE LAV.
LAVATORY
A
AIR CONDITIONING LUM.
LUMINOUS
01126118
CVS ISSUED
ADJ.
ADJUSTABLE Me.
MEDICINE CABINET
-------
ALT,
ALTERNATE MFR.
MANUFACTURER
0111548
2011 FEC UPDATE
AMP.
AMPERAGE MIN.
MINIMUM
BD.
BOARD M.T.
METAL THRESHOLD
0111648
CDIS RE -ISSUED
CL
CENTERLINE MID.
MOUNTED
CAB.
CABINET MTL.
METAL
02/2148
SIDING ELEVATIONS ADDED
CLG.
CEILING N.T.S.
NOT TO SCALE
03/2(9/15
CD'S RE -ISSUED
CLR.
CLEAR O.C.
ON CENTER
CONC.
CONCRETE PL
PROPERTY LINE
0449/18
FOOTING REVISION PER M. 50WES
CPT
CARPET PB
PUSH BUTTON
C.T.
CERAMIC TFIT
PH.
PHONE
06121AB
CO'S RE -ISSUED
D.
DRYER
PUT.
PLATE
ADDED CURELESS FOOTEIR AT GARAGE DETAIL (FORT MYERS)
DBL. DOUBLE PLYWD. PLYWOOD 02/19/19
D.C.
DUAL GLAZED
PR.
PAIR
DIA.
DIAMETER
P.T.
PRESSURE TREATED
02/22/19
PLAN MAINTENANCE
DIM.
DISP.
DIMENSION
DISPOSAL
R.
RAD.
RISER
RADIUS
03128A9
REVISED LINTEL SIZE AT FRONT ENTRY DOOR
ADDED ADDITIONAL RECEPTACLE IN GARAGE FER WILL EATSON (MEL
DP.
DR.
DEEP
DOOR
RAG.
REF.
RETURN AIR GRILL
REFRIGERATOR
04/24/113
REVISED HYAC VOLUMES ON 5GFT CALL SCHEDULE (MELB-)
D.S.
DTI. .
DOWNSPOUT
DETAIL
RM.
R.O.
ROOM
ROUGH OPENING
04/24/113
D.W.
DISHWASHER
S.C.
SOLIDCOREEXTDR
06/12A9
ADDED 'EXTERIOR MONO DEEP TOOTER' DETAIL 12r5I.IA (ORL)
EA.
ELEV.
EACH
ELEVATION
S.D.
S.H.
SMOKE DETECTOR
SINGLE HUNG
06121AI3
ADDED LED LIGHTS a KITCHEN 4 BATH PER MARK BOLES
EQ.
EXH.
EQUAL
EXHAUST
SHT.
SHTHG.
SHEET
SHEATHING
01/19/19
ADDED STONE OPTION ELEVATION C 4 0(TAMFA)
ELEVATION WSIDING-ADDED LOUVER 'GABLE ROOF
EXT.
FG./FX.
EXTERIOR
FIXED GLASS
SBWR.
SIM.
SHOWER
SIMILAR
00/11/19
ADDED OFT. W-O'CEILING: HEIGHTS
F.G. FUEL GAS SL. SLIDING ionwis
FIN.
FINISH
STI. GL.
SLIDING GLASS
REPLACE USP CONNECTORS WITH SIMPSON CONNECTORS
FUR. FLOOR STD. STANDARD 01/01/20
SWS
SHEAR WALL
FR. DR.
FRENCH DOOR
SECTION
04/01/20
REVISE ENKAVENT RADON PLAN DIMENSIONS
FTC.
GA.
FOOTING
GAUGE
TENIT.'
TF[K.
TEMPERED GLASS
THICK
04/09n0
OPT. 6'-0'CLG. HGT.- ADDED LED LIGHT.IN FOYER
OPT. 5'-0'CLG. HGT. ELEVATION "'C'- REVISED HEIGHT OF ARCHWAT___
GAR. DISP.
G.F.I.
GARBAGE DISPOSAL
GROUND FAULT CIRCUIT
T.O.C.
T.O.P.
TOP OF CURB
TOP OF PLATE
04109n0
ADDED ELEVATIONS ILI 4 IT(OR.)
INTERPUPTER T.O.S. TOP OF SLAB 05/06/20
GL.
GLASS
TYR
TYPICAL
ADDED ELEVATIONS M,-,MW,-'MS' (M)
GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED 01/15/20
H.B.
H.C.
HOSEBfB
HOLLOW CORE
V.P.
OTHERWISE
VAPOR PROOF
01/01/21
2020 F5C UPDATE
HDR.
HEADER
W.
WASHER
HGT. OR HT
HEIGHT
W,
WITH
INSUL. INSULATION WD. WOOD
INT.
INTERIOR
U`DW
WINDOW
WiH
W.I.
WATER HFA7T- k
WROUGHT IRON
cop
tin V
INDEX OF DRAWINGS
ARCHITECTURAL SHEET # DESCRIPTION
PG Cl-COVER SHEET
PG GN- GENERAL NOTES
PG Al -FLOOR PLAN
PG A2C-ELEVATION "C"
PG EI-ELECTRICAL PLAN
PG Pl-PLUMBING PLAN
PG Ml-MECHANICAL PLAN
PG D1 -DETAILS
PG D2-DETAILS
PG WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-NOT USED
PG WA5-NOT USED
PG WA6-WALL ASSEMBLY DETAILS
STRUCTURAL SHEET
PG Sl-FOUNDATION PLAN
PG S1.1A-DETAILS
PG S1.2-DOWEL PLAN
PG S1.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAILS
PG S2.2A-SAFE LOAD TABLE
PG S3-FRAMING PLAN
PG S3.1A-DETAILS
PG S3.1B-DETAILS
PG S3.1C-DETAILS
PG SNI-DETAILS
DESCRIPTION'L
11101"I Reviewed for Code
Compliance
Universal Engineerirlg
hu Sciences
2194 HWY AIA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.r.orn
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PHASE 2
LOT #18
PROJECT#
04321.200
MO )EL:
4EBB
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CTAkRAGE SWING:
RIGHT
PAGE:
COVER
SHEET
li
160 MPH EXP. C
//-,-;^jW 0 5 2021
AR NO 17305
PPAS
72-Tm03/01/21
CA,LE: 1/4"V-01
SHEET
CI I
GENERAL NOTES
SffE VVM
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RE
IDENTIAL (FBCR)
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT)
7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOGUMENI
S ARE UNDER
FBCR 7TH EDITION (2020) UNO.
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
2.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
FINISH GRADES, PLANTING AND IRRIGATION.
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.
i3.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
3
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
FO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. NO EXCAVATION SHALL BE MAQE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''/z THE HORIZONTAL
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO
THE
ATTENTION
® DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WIT
THEI
WORK
'C
5.` ALL BACKFILL AT STRUCTURES SLABS,STEPS AND PAVEMENTS SHALL BE LEAN GRANULAR FILL PLACE IN 8" LAYERS
G U LAC S
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMI
SIO
S IN THE
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El, THE
TR
CH THE CONTRACTOR FAfLED TO NOTIFY THE ARCHITECT BEFORE CONS U
CONTRACT DOCUMENTS, OF WHICH 1 a
T[ 0
I AND/OR
BUILDING SITE SHALL BE KEPT DRY. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS
FABRICATION OF THE WORK.
5
THE ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES,
TECHNIQUES,
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUI
ED CODES
l
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE
CON
RACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURIN'
8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE.
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE `
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONS,IDERED TYPICAL'FOR ALL SIMILAR CONDITIONS.
REQUIREMENTS.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH IT
CT/ENGINEER.
-
D
10, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SCALE SURVEY
WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISTICTION, INCLUDING ALL APPLICABLE STATE, CITY AND
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
COUNTY BUILDING AND ZONING CODES.
GARAGES AHD CARPORTS
11. SWIMMING POOL, DECK, SPA, AND ASSOgATED'WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
1.
GARAGE DOOR
DRAWING.
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET ,
IL BE SUPPLIED BY GARAGE DOOR SUPPLIER B. DETAIL TO
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
C. DETAIL TO BE ATTACHE[9 TO PERMIT PACKAGE'BY BUILDER °
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
2.
1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
AS PER SECTION' 5 0
I
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
NO THE GARAGE AND RESIDENCE SHALL BE
PURPOSES SHALL NOT BE .PERMITTED: OTHER OPENINGS BETWEEN H G
UIPPED
� WITH
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS' SOLID OR HONEYCOMB (;ORE STEEL DOORS
NOTILESS
THAN
DEPARTMENT Y "
BUILDING EPARTMEN B THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
1-3/8 INCHES THICK; OR 20 MINUTE FIRE RATED DOORS.
"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
3.
AS PER SECTION R302.5.2: DUCTS IN THEaGA32AGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
I
7HEC
AGRICULTURE AND ONSUMERSERVICES,"
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 AlTIC
AREA BY NOT
LESS THAN''/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE
PROTECTED BY NOT LESS THAN''/z-INCH GYPSUM BOARD OR EQUIVALENT.
a
e
I
19
a
g
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
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER Yi
D. TRUSS PLATE INSTITUTE: n
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 EXP
OSED T WEATHE
R, ER OR AGAINST SOIL CONCRETE OR MASO
NRY MUST BE PRESSURE TREATED,
1;1
I
3.- MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. "I
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. LI
I�
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.
FLUII�BING �I
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS,
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC SCHEDULE 40), INSULATED WITH Yz' AMAFLEX. a
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 4`
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. E
& FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. j
9. THE PLUMBER I T I S 0 DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603 2.
I
EXTEROR WAIL 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
EXTEitIOR FINI$NES ,
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 �1
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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
114" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS)
CONSTRUCTION' OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTAPART OF AB DESIGN GROUP'S
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE 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 Cade
Compliance
Universal Engineering
ED Sciences
CONTROL DATE: 12/10/20 (RM)
2194 H WY A1A, SUITE 30
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesignigroup.com
oA #:0003325
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R
ACCORDANCE WITH SECTION FBC W2.9.1 THROUGH FBC R302-SA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 13E IN
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10'-2° 3'-1011 21-8" 16'-011 2'-8
11
14'-01
EXTERIOR MASONRYa
WALL 5RG. HEIGHTS
i
6-all BRIG.
i/
10'-8' BRCS.
CsAa ROOFS
s ,
I
n
h
5hf.kE, ROOFS
Fbr)'5km . atZ} fwaa 1 s a.\ 00 t° nA
FIGURE
RE
CONI ONENT AND CLADDING PRESSURE ZONES
SQ.FT.
CALC.'S
LIVING
GARAGE
ENTRY
LANAI
IV& SQ. FT.
430 SQ. FT.
16 SQ. FT.
80 SQ. FT.
TOTAL
2442 SQ. FT.
A/G VOLUME
16411.6 CU. FT.
COWOIBiR AND CLADDING WIND LOADS
BASIC WIND BMW FOR 9 SECOND GUSTS
�OPENINGS
SQUARE
ZONE
160 6PH WIND (VIA
REMARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
18
5
33/-43
DR. MIN. CRITERIA
31/-39
41
5
CRITERIA
29.1/-31_3
8010 O.H-D.
56
5
12'xl2' SOFFIT
1
5
313/-49.9
BASIC WIND SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. e11
CAT.=II, EXP.=C, MEAN ROOF HT. 11'-3"
PRESSURES HAVE BEEN MODIFIED PE=FBCR7TH
(,2020) SECTION R301.2.1 TO MEET TOR
NOMINAL WIND LOAD VALUES FROMANUFACTURER.
NOTE:
SOFFIT INSTALLATION IS TO BE PER
MANUFACTURER'S SPECIFICATIONS
THAT ARE TO BE PROVIDED BY THE
BUILDER WITH PRODUCT APPROVAL
AND NOA SUBMITTALS.
4
0
FLOOR PLAN
°
�
SG�1/4' = 1'-0'
Ir
DIM. VARIES
NOTE:
u1
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
61
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
r
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
U
MMI) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT
LESS THAN 1 3/5' (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 54CKING DETAILS FOR SUCKING AND RO NOTES.
-FRAMED WALL SEPARATION BETWEEN THE UNCONDITIONED
GARAGE. AND CONDITIONED SPACED SHALL HAVE AN INSULATION
ARCH
D
T
L
R VALUE: OF R:13.
.
-CEILING R VALUE TO BE R-30 INSULATION ABOVE CONDITIONED
B SCALE: I/2 = 1'-0"
SPACE.
-FOR CONSISTENCY, THE VOLUME CALCULATIONS ON PLANS ARE
PROVIDED 5" THE HVAC CONTRACTOR AND ARE OF THEIR
CLOSEST ALLOWABLE SOFTWARE TOLERANCES.
i
-OPENING INFORMATION BEELOW! IS DIRECTLY FROM THE PLAN SET.
U-VALUE AND.'OHCG ARE INFORMATION PROVIDED BY THE
i
MANUFACTURER AS LISTED IN THE RESPECTIVE PRODUCT
SPECIFICATIONS
DBL.
TOP
OPENING
OVE� IANCs
SEPARATION
U VgLUE
HG
BG
25
21
— I.-C.
C-9'
35
29
3
I-W.
0'-9.
35
29
4
— 9'-0'
E-4'
83
32
5
I'-01-
0'-9'
35
29
6
1'-0'
®'-9'
35
29
1'-0'
0'-9'
35
29
S
I'-0'
4'-&'
35
29
_
PLATE 0
�n
BAR DETAIL
A SCALE:1/2'=I'-0"
Reviewed for Code
Compliance
Universal Engineering
Sciences
a
E3LJBDIV. 8e LOT °,
CREEKSIDE
PHASE 2
LOT #18
PROJECT# I'
04321.200
MODEL:
4EBB s
"1828—CALI"°
GARAGE S WINr ,,
RIGHT
PAGE:
FLOOR
PLAN
160 MPH EXP.
�1
i
CHAEL C. AW OBIAR
F
NO rPi-05
:PRINT
03/01/21
DATE:
�-e
SCALE: 1/4"=1'— "
Im
c
SHEET
'
li
ly
w w w • w
Wiw-
I I • ••
■ ■■ ■■] ■I u
- • � � ICI ICI ICI Ili
- ■■ ■ � I „ �I�I ICI ICI III ,��
n
8'-8" E3RCx HCsT.
1'
0'-0" FIN. FLR.
FRONT ELEVATION
SCALE: 1/4 = P-0' TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FSCR 103.4
II
OFF RIDGE VENT
i
OFF RIDGE VENT
8'-5' BRG. HG7..k,
-0
0'-0" FIN. FI
REAR ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
12
IS �&
8'-8" 5RG- HIGT.
A 1
r TYP. r
I I
' ry�
0 -0' FIN. FLR-,i, I I -
- ---------------------- - - - - - - - - ---------_- - --
RIGHT ELEVATION
SCALE: 114 = I'-0' TEXTURED FINISH
U
OFF RIDGE VENT OFF RIDGE VENT
f
12
6�j
I I
4B
A V
ILLJ
II "
--'r- - - — - — - - — - — - — - ------- ----- - — - — - v----------------•--
LEFT ELEVATION
SCALE: 1/4 = 1'-0' TEXTURED FINISH
—_—�8'-&" BRG--. -4GT..
1'-0"
---e'-0" FIN-. FLR.
S -S' BRCS. HGT.
I 4B
(_ y0'-0" FIN. FLR.
eee
DECO. DTL.
A SCALE: 1/2 = I'-0"
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 UPPER PORI-ION OF ATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED
IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 138 SQ. IN.
PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 3.41
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN.
PER LINEAR FT (netfree
area)
DN EAR FEET OF SOFFIT REQUIRI
6T20
Reviewed for Code
91
Compliance
Universal Engineering
Sciences
LIN�DIAN
TE 301ARBOUR BEACH,RIDA 3293721-802-3591designgroup.com#: 0003325
A
1110
F\�
90
StMDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE SNIPING:
RIGHT
PAGE:
ELEVATION "C"
160 MPH EXP. C
r2:CA�TEOFFLORIDA
MAR 0 5 2021
MICHAEL C. ANDERSON
AR NO 17305
DATE: 03/01/21
SCALE: 1/4"=1'-0" j
SHEET
A2 C
i 1 I
ELECTRICAL LEGEND
®SYMBOL
DEFINITION
NOTES
�p
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
110V OUTLET
1/2 OF CUTLET WILD
TO SWITCH
110V OUTLET
EQJIPED W/GRND FAULT
,=k CaFI
INTERUPTER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
"
1 WP
EXT. WATERPROOF
GROLNP FAULT
GFI
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OPER
�¢
SWITCH
4-WAY OPER
1- i�
WALL MOUNTED
��
LIGHT
CEILING LIGHT
O
LED CLG LIGHT
O VP -
LED VAPOR
PROOF LIGHT
I, `.... O VP
VAPOR PROOF
LIGHT
ORECESSED
CAN
VENT. FAN
1 CFM PER S(S Fr.
VENT. FAN
W/LIGFIT
1 OF" PER SQ. FT.
VANITY LIGHT
FIXTURE
(SPEC'8 TBD BY
BUILDER)
FLUORESCENT
2-BULB WRAPCENT
LIGHT
ADD
(RECESSED)
®
WX2'
FLUORESCENT
LIGHT
2-BUL5 WRAP
AROUND
(SURFACE MINT-)
T FLUORESCENT
4-. -�-
4' FLUORESCENT
4' TRACK LIGHT
I
_ ` .: 1
PANE)
METER
• 1
SMOKE DETECTOR
BATT BACK-UP
uu HARDwII�
WALL MOUNTED
BATT. BACK-UP
SMOKE DETECTOR
W/14ARDWIRE
BATT. BACK-UP W/
S/GO
CARBON MONOXIDEi
&M� DETECTOR
Coi
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS THEN 4'
FROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
►
TELEPHONE JACK
WH
WATER HEATER
IGNITION SOURCE
TO BE ELEVATED
DISCONNECT
AIR CONDITIONING
TO BE 210V U.N.O.
DISCONNECT
SEE ON
9 9HU
'A/C
TELEVISION JACK
,
CEILING BOX REQUIRED
OJ-BOX
TO BE SUPPORTED IN
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED
TO BE SUPPORTED IN
CEILING; FANLIGHT
ACCORDANCE W/ BOX
MARKED AS SUCH FOR
INSPECTION
n n n Q
24' INCANDESCENT
LIGHT STRIP
nno
36' INCANDESCENT
LIGHT STRIP
nnnnnnnn
0
48' INCANDESCENT
LIGHT STRIP
FLOOD LIGHT
�.
OPT. SECURITY
KP
KEYPAD
t. P.B.
RUSH -BUTTON M.
FOR CHIMES
USB POR
• LOCATION OF TV JACKS 4 PHONE OUTLETS / PANS TO
BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION
MEETING.
6111-T
• ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC
PROTECTED PER ELECTRICAL PROVISIONS OF FCR
1TH EDITION (2020) 4 NEC 210.12 201-1 EDITION.
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL
• 19ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF
50 CFMI INTERMITTENT PER ELECTRICAL PROVISIONS OF
SECTION M15013 SCR TTH EDITI�C��2�)
• LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT -INTERRUPTER PROTECTION FOR
PERSONNEL ON FEEDERS 4
• WIRING METHOD SHALL BE NON METALLIC CABLE PER
ELECTRICAL PROVISIONS OF FBCR ITH ED (2020).
• ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS
CF THE FBCR 'ITI4 ED (2020).
• ALL LAMPS SHALL BE SELECTED BY BUILDER AN2
15% OF LIGHTING MUST BE ENEMY EFFICIENT TY?M-E=
FJ9C- ENERGY CONSERVATION (RESIDENTIAL ENEW Y
EFFICIENCY) 2020, 1th EDITION R404.1 ,
0
CE IL INEr
MTD. LIGHT
TO BE
INSTALLED,'
PROVIDE
J-BOX FOR
OPT. FAN
a
ELECTRICAL PLAN
SCALE: 114' = 1'-0'
OPT.
COACH
LIGHT
M
METER
FIELD
VERIFY
LOG.
WP Panel MAIN A
PANEL!: 8/16 wp crtbreaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M,C B
FEEDER 341 Cu THWN & 1- 96 Cu (G) in 1 1/2" C.OR 3- #2/0 AL THWN & 1 #6Cu(G)in11/2"C:
Nire Polo- Bkr Descriptions Watts Circuit Circuit:I Watts Description
#12 1 20. Exterior Receptacle GFI for TUG 1200 1 2 Space
#12 20. Imgation Pump 1000 3 4 -. Space
5 6 5304 A/CCU:-1
Space. 7 8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3-#1CuTHWN&;'1-#6Cu(G)in11/2"C.OR3-#2/0ALTHWN&1 #6Gu(G)in11/2"C.
Wire
Pole
Bkr
Description.
Watts
Circuit-.
Circuit
Watts
Description
#12
_ _"_
20
Small Appliance
1500
1
2
8000
Range
#12
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
#12
1
20
Refrigerator
1500..
7
8....
#12
_ '1
20
Dnuig Roor i Lights and Receptacles AFCI
1500
9
10'.
1200 `.
Disposal GFI
.#12
1
20
Bath #2 GFI Receptacles
1200
11
12
15QO
Dishwasher GFI
#14
_ 1.
15
Foyer /Hell Bed. #2 & #31 Bath #2 Lights AFCI
900
13
14'
5000.
Dryer GFI
#14
_ 1
15.
UHng Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen and PantryLights & Rcpts,AFCI
900'
17
18
1500
jWasherGFI
#14
1
15.
SD & C/O AFCI
900
19
20
1000:
Garage Door Ooener ,Fl
#12 1 20 Laundry /.:Bed #41 Gen AFCI 1200
Space
Space
Space
_..-� Space.
Space
Space
-- Space
Space_
#8 2 35. A/C AH111 5625
(Heater 5:.KVA at 65%
Lead subject to demand factor calculations/ line 16000
First 10000uatts at 10M%
Remaining as Ihs at 40%
Total A/C load
Total Connec.=.d Load Watts
Total Am ps o':arts 1240 voltsl
10000
13440
v N4�c
36 1 ISpace.
33 1 18pace
nn I I—
I #8
50
2
#6
25
2
#to
20.
1
#12
20
1'
#12
30
2
#10
20
1
#12'
20
1
#12
20
1
#12.
15
1
#14
15
1
#14
15
1
#14
20
-- 1.....
#12:
27600 1 Load subject to demand factor calculations l line
AIBB REVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTERS
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER.
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
General Lighting & Receptacle Load
A/C Square Feet 1828
ral Lts & Rec 3 W / Sq. Ft 5484
is 1 at 65W/Li" ht at 100% 65
General Lights &„Rec (Watts).: _..,.. _.._ 5549
Ckts# I watts/ckt Total watts
rat Us & Rec Panel A 1 91 6171 5549
I
I
°
I
�, JI
LED LIGHTING
-- @ SINGLE LAV.
LED LIGHTING SAT" 02
DOUBLE LAV.
BATH MI PROVIDE 302/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3
44/0 AL, THIW • 1% CU IN 2' CONDUIT OR 2/0 AL. S.E.R.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANW
150 AM= ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCLNdNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHAO
RSE
A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 1TH PANEL
EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 150A/2P
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MC5
NOTED OTHERWISE.
TELEPHONE SERVICE CABLE TELEVISION
TELEPHONE
SERVICE ENTRANCE
E"2"I NT 4 4 EQUIPMENT
POWER COMPANY -- T
TRANSFORMER
PROVIDE ISO AMP, 120/240 VOLT, 1 PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT LNLE88 SERVICE 18 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
- —� I.04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBICR "ITH
EDITION (2020).
WO" DIA x a FT LONG COPPER CLAD R I for Code
lance
Universal Engineering
Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www a bd es i gngrou p. co m
-' AA #: 00103325
i
I
i
I
\ti9
`a a
w
a
s,
-t
SUBDIV. 8e IOT"
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
ELECTRICAL
PLAN
,
q
0 MPH EXR C
I
°'
STATE OF FLOR DA
[MICHAP�
0`5-21121;
G. ANdtfIlSON
AFT NO 17305
4
03/01/21
DATE•
SCALE: 1/4"=1'-0"
SHEET
s
ElI
0
r
,
a
AAV
TL
KITCHEN
SINK lL/
AUTO VENT
1-1/2' VTR
I
I
I
I
0 0 • l\..J) wC Z A.4.V
° 3' LAV
2' 21 2'
PLUMBING PLAN
SCALE: 1/4 = P-0'
r
(ALTERNATE RIGHT)
PLUMBING RISER DIAGRAM
Reviewed for Code
Compliance
Unjversal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SIMDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
PLUMBING
PLAN
160 MPH EXP. C
STATE OF FLORIDA
\ MAR 0 5 y2021 '-
MICF(AEL Q ANDERSON
AR NO 17305
PRINT 03 O1 21
DATE• / /
SCALE: 1/4"=1'-0"
SHEET
b
k
a
a
MECHANICAL PLAN
SCALE: 1/4 = V-0'
R-VALUE SCHEDULE
FLOOR
SLAB ON GRADE
R-0
EXTERIOR WALLS
CMU - INT INSUL
FRAMED WD -ADJACENT
R-13
FRAMED WD - EXTERIOR
R-13
CEILING
UNDER ATTIC
R-30
Nniiiwiii Reviewed for Code
Compliance
Universal Engineering
Sciences
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
NET �Ik
PROJECT#
04321.200
MODEL:
4EBB F
"1828-CALI"
GARAGE SWING:
RIGHT
t 4
PAGE:
i=
MECHANICAL,
PLAN
i;
160 MPH EXP. C
PRINT 09�01�21
DATE• SCALE: 1/SHEET
10/�[
PER FLR _�
PLAN
1/2' CLG-
1 1/2' DRYWALL
SECURE BT.
PLATE TO SLAB
W/ 10d MASONRY
NAIL + 32' O.C.
MAX
0'-0'
FIN. FLR
2X4 TOP PLATE
PRE -FAB TRUSS
RD
2X4 WOOD
STUDS 024'
O.C.
SLAB
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' O.G. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24" O.C_
TYP. INT. WALL (NON-BRG.
SCALE: 3/4' =
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNi. SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
m
TYP.
ELEVATIONS
o.H.
�K
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN_ FLR
s
3 5/8' OR 5 3/8,
1/2' DRYWALL
TOP CHANNEL (25
GA.)
3 5/8, OR 5 3/8"
1/2' DRYWALL
METAL STUDS 24" O.C.
20 GA METAL TO BE
INSTALLED IN WALLS
3 5/8' OR
RECEIVING UPPER/
5 3/5,
LOWER CABINETS
BOTTOM
AND TUB/SHOWER 25
CHANNEL
GA. METAL TO BE
(25 GA.)
INSTALLED IN ALL
SECURED
OTHER WALLS. STUDS
TO CONIC
TO BE SPACED 16'
FLOOR W/
O.G. AT 2ND FLOOR
3/4' PAF t BOND BEAM
WALLS ADJACENT TO
TO WOOD SOL iD GROU1
STAIRWELLS AND
FLOOR W/ W/ (1)- 05
BATHROOM WALLS W/
1/4' WOOD (2) COURSE
TILE FINISH
SCREW
WOOD BASEBOARD—,_
1-STORY FINISH FLOOR
TYP. INT. WALL
METAL STUDS
1A (NON -BRIG.)
DPV SCALE: 1/2'=1'-O'
L,5/8' GYPSUM BOARD
/OR 1/2' HIGH
STRENGTH CLG.
BOARD
NATION
SEE ENERGY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
R-4.1 INSULATION
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR S05.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNi.
SECURED PER
FASTENER SCHEDULE
REFERENCE
STRUCTURAL
OR PRE-ENG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
2A)PIPE THROUGH BOND BEAM
D1 SCALE: 3/4"=V-0"
REFERENCE
STRUCTURAL
Ix2 P.T. FURRING
STRIPS 6 24' O.G.
1/2' THiCK, 2 COAT PORTLAND
8' GMU—' CEMENT PLASTER APPLIED
' I/2' GYP. WL. BD. DIRECTLY TO MASONRY
4:
WOOD BASE
_ — 0'-0' FIN. FLR.
. < e
a Fy e
a. G
e < e
W/ WINDOW OPENING B TYP. WALL SECTION
NO OPENINGS NOTE:
PER SECTION FBCR 905.1.1 - FOR
ROOF SLOPES 2:12 TO LESS THAN
4 1 s STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT
D SCALE: 3/4'=1'-O' SYSTEM IS REQUIRED. FOR ROOF
SLOPES OF=4:12 OR GREATER, (1)
LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM
D226 TYPE iI, ASTM D 4869 TYPE
IV, OR ASTM D 6rt5rt
FIBERGLASS SHINGLES—\
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNi. SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING
THICKNESS AS PER
SHEET SNI. SECURE PER
FASTENER SCHEDULE
ON SHEET SNI
PRE-ENG. GABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0'-0" FIN. FLR.,L
S' CMU —
CAULK AND SEAL
I \`GAS LNE
O NOT CUT I k PVC SLEEVE FOR GAS LINE
4E eOND 1 ,
GYP. III. W.
EBARS 'Ge
4.
2 GAS LINE T11RU BLOCK
D1 SCALE: va'•I'-C'
911
i-2X4 SPF 24' O.C. MAX.—,
SECURE W/ (2) 12d NAILS
a EA. END
2x BLOCKING BETWEEN TRUSSES
—PER STRUCTURAL DETAILS—
STIFFBACK AT ALL UPRIGHTS —
PER STRUCTURAL DETAILS
PRE-ENG WD. TRUSS
PER ELEVATION
CONT. 2x RAT RUN SECURED
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS F,
INSULATION R-VALUES
PER ELEVATION
5/5' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
R-4.1 INSULATION
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
-REFERENCE
STRUCTURAL
1x2 PT FURRING
1/2' THICK, 2 COAT -
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
CALV. STEEL
TRAGIC BRACKETS
FASTENED TO
WOOD JAMS PER
PRODUCT
GALV. STEEL
APPROVAL REQ.
VERTICAL TRACK
1' MIN.
S7 MAUK
SLIDE
FASTENED TO
EOM
TRACK BRACKETS
W/ PRODUCT
APPROVAL REa
GARAGE DOOR JAMB
SCALE: 1 1/2"=l'-O"
CORNER BEAD
a' Cm BEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WO
ATTACHED TO FILL
CELL AS PER
PRODUCT
APPROVAL REQ.
SEALANT
BACKER ROD
WEATHER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF.)
OVERHEAD DOOR
BY OTHERS
FIBERGLASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR 905.1.1.
ROOF SHEATHING
THICKNESS AS PER
SHEET SNI.
SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
g 2x FASCIA PER
Ax.
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
STRIPS 111) 24' O.C.
--- 1/2' GYP. WL. BD. 81 GMU
r'
WOOD BASE
0'-0' FIN. FLIP,
--
4.
a ,
G
A W ^WINDOW OPENING n TYP. WALL SECTION
L NO OPENINGS
5 1-STORY GABLE BLOCK WALL
D1 — SCALE:3/4'=I'-O'
Note; WALL FENESTRA?'ION FLASHING PER FBCR 103.4 -
Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to
prevent entry of water into the wall cavity or penetration of water to the building
structural framing Components_ Self -adhered membranes used as flashing shall comply with
AAMA 111. All exterior fenestration products shall be sealed at the juncture with the
building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS
or greater for proper joint expansion and contraction, ASTM G12g1, AAMA 812, or other
approved standard as appropriate For the type of sealant. RUIOA-applied membrane Reviewedfor Code
Compl
used as flashing in exterior walls shall comply with AAMA �14. The flashing shall exiance
tend; sal
the surface of the exterior wall Finish. Sciences
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 5,201
MICHAEL C. MDERSON
AR NO 17305
PRINT DATE: 03 O1 21
SCALE: 1 /4"=1' — 0"
SIMET
TOP-
2X6 P.T. A CENTER OF DOOR HEADER SECURED
W/ (1) 1/2' X 8' J-BOLT
W/ 4' MIN. EMBEDMENT
W/ T X 2' X 1/0' WASHER 4 NUT
OR
W/ (2) 1/2' X S' ANCHOR BOLTS
W/ 4' MIN. EMBEDMENT
W/ 2' X 2' X 1/8' WASHER 4 NUT—
'SECURE 2x4 ONJ"
IN FLAT TO BLK
W/ MASONRY
NAILS.
SIDES:
2X6 GARAGE DOOR BUCK SECURED
W/ (5) 1/2' X 8' J-BOLT OR ANCHOR rel
BOLTS, W/ 4' MIN. EMBEDMENT, W/ 2'
X 2' X 1/8' WASHER 4 NUT. (U WITHIN
8' OF TOP, (1) WITHIN 8' OF THE BTM,
(3)EvENLY SPACED.
o o
6
NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHEN
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
ci_-�BUCK ATTACHMENT
n7 / SCALE: V!'.I'-®'
Ix4 P.T. OR 5/4'X4' MIN.
SECURE THRU FRAME 4
EXTEND 1-114' 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 IS' O.C. MAX SPACING
8' CMU
1/2' DRYWALL
I "X4'
P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X F'ER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47'
DOOR JAMB TO BLOCK +3/4" OR +5/4"
WINDOW TO BLOCK +3/4"_OR +5/4"
2X4: CEO
SECURE TO BLOCK W/
3A6' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN_ EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END # 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 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8:
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 IS' O.C. MAX
SPACING.
A
L \ 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 +1 1/2"
r,,`�WINDOW TO BLOCK +1 1/2"
s
n
r•
9
J
0
2X4: IZI
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 IS' O.G. MAX
SPACING.
2X6: ME
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .149
MIN- HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
8' CMU
4 IS' O.C- MAX SPACING.
1/2' DRYWALL
2X8 ®
SECURE TO BLOCK
I'X4'
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHANK SIZE .145
V16' O.S.B. X 4' MIN.
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
DOOR CASING
WITHIN 8' OF EACH END
4 18' O.C- MAX
SPACING.
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/40)
DOOR JAMB TO BLOCK +1 15/16"
WINDOW TO BLOCK +1 15/16"
2X4; IZI
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH
END 4 18' O.G. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
4 18' O.G. MAX SPACING.
2X8: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN_ SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
WITHIN 8. OF EACH END
4 18' OZ. MAX
SPAGINCs.
a
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 3 SECURED
THROUGH NON-STRUCTURAL
3/16' TAPCON MIN. 1-1/4'
EMBEDMENT INTO BLOCK.
—" 8' CMU
❑ 1/2' DRYWALL
I'X4'
P.T. NAILER
DOOR CASING
L4
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +2 1/4"
�NIN,DOW TO BLOCK +2 1/4"
2X4: INI
SECURE TO BLOCK
W/3/16' TAPCONS (MIN.
SHANK S;ZE .145 MIN.
HEAP SPrE 300
MIN. EMBEDMENT 1 1/47
WITHIN 8' OF EACH
END 4 10' O.G. MAX
SPACING.
2X6: CEM
SECURE TO BLOCK
W/(2) 3/16' TAPCONS
(MIN. SHANK SIZE -145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END g' CMU
4 10' O.G. MAX SPACING.
I/2' DRYWALL
2X8: ®
❑
SECURE TO BLOCK
1'X4'
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHANK SIZE .145
DOOR CASING
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/49
(
WITHIN 8' OF EACH END
�Eq�
4 18' O.G. MAX
SPACING.
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"
nffiNDOW TO FILQrx +a"
2X4: CM
SECURE TO BLOCK W/
114' 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.
2X6: CEM
SECURE TO BLOCK
W/(2) 1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN_
HEADSIZE 300 MIN_
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END
# IS' OZ. MAX SPACING.
2X8:
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.C- MAX
SPACING. —
_o In r 8' CMU
1/2' DRYWALL
I'X4'
P.T. NAILER
-1/16' 0.6.5. 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 I/4')
DOOR JAMB TO BLOCK +3 7/16"
/;,ENDOW TO BLOCK +3 7/16"
2X4: VM
2X4: CM
SECURi= TO BLOCK W/
SECURE TO BLOCK W/
3/16' TAPCONS (MIN.
1/4' TAPCONS (MIN.
SHANK SIZE .145 MIN.
SHANK SIZE .145 MIN.
HEAD SIZE 300
HEAD SIZE 300
MIM EMBEDMENT 1 1/4')
MIN. EMBEDMENT I i/4')
WITHIN 8' OF EACH
WITHIN 8' OF EACH
END 4 18' O.G. MAX
END 4 18' O.C. MAX
SPACING.
NOTE: STRUCTURAL 2X MUST BE
SPACING.
NOTE: STRUCTURAL 2X MUST BE
2X6: ®
ON OUTSIDE 4 SECURED
�X6; CEM
ON OUTSIDE 4 SECURED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
W/(2) 3/16' TAPCONS
3/I6' TAPGON MIN. I-I/4'
W/(2)1/4' TAPCONS (MIN.
3/16' TAPGON MIN. I-I/4'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
SHANK SIZE -145 MIN.
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
HEAD SIZE 300 MIN.
MIN. EMBEDMENT 11/42)
8' CMU
EMBEDMENT 1 1/4') —
WITHIN W OF EACH END
WITHIN 8' OF EACH END
8' CMU
4 18' O.G. MAX SPACING-
1/2' DRYWALL
4 18' O.G. MAX SPACING.
1/2' DRYWALL
2X8: ®
SECURE TO BLOCK
1'X4'
P.T. NAILER
2X8: ®
❑
I'X4'
SECURE TO BLOCK
P.T. NAILER
W/(2) 3/16' TAPCONS
DOOR CASING
W/(2) 1/4' TAPCONS
(MIN. SHANK SIZE .145
i'MIN. SHANK SIZE .145
1' P.T. X 4' MIN
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 1/4')
2ND 2X SECURE TO STRUCTURAL
MIN. EMBEDMENT 1 1/49
DOOR CASING
WITHIN 8' OF EACH END
MEMBER WK2)12d WITHIN 8'
WITHIN 8' OF EACH END
4 10' O.G. MAX
OF EACH END 4 6' TO 8' O.C. MAX
4 18' OTC, MAX
SPACING.
SPACING. `'
DOOR JAMB OR WINDOW
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
ATTACH TO 2X PER
MANUFACTURES DETAILS.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO
PLUMB
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/47
JAMB (DO NOT EXCEED 1/4')
DOOR
JAMB TO BLOCK +3"
DOOR JAMB TO BLOCK +3 3/4"
0 NnOW
Tn Ri.nrx +g"
NDOW TO BLOCK +3 3/4"
- CMU
IV
O .. • y " }' DRYWALL
IY
Lu nr IX PURRING
Lu
RIP 2X10 TO
DOOR 8-1/81W
FRAMING HOLD FLUSH TO
INTERIOR FACE
OF DRYWALL
ENTRY DOOR BUCK
�j1REQUIREMENTS
i1 kTD.
Reviewed for Code
Compliance
Universal Engineering
ED Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 J
Aft
SO
q`
e
\.'P \ ca
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 5 2021
MICHAEL C.-ANDERSON
AR NO T7305
PRINT
DATE: 030121 / /
SCALE: 1/4"=1'-0"
SHEET
D2
I
NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
PREFORMED CONTROL JOINT �' THICK 3 COAT CEMENT
FLANGE OF CONTROL JOINTS T PLASTER
BE WIRED TIED TO LATH • 9' WRB LAYER 02, FORTIF11i
O.G. MAX (VERl NOTE: DO BUILDING PAPER
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
'1fo' LEG MAY BE USED TO TEMP. FASTENED •T' (VERT.) O.G. MAX ,
SECURE CONTROL JOINT AT SUPPORTS
DURING INSTALLATION WRB LAYER h,
FASTENERS TO BE SPACED STUCCO WRAP
• 1' O.C. MAX VERTICALLY
WODp SHEATHING
I ` NG
OR
STEM ZNNSTALLED'PER
A'TOa
GAP MIN.
LATH SHALL NOT
BE CONTINUOUS 6' TO 8'
MIN.
6' TO 8'
MIN
THROUGH CONTROL
JOINTS BUT SHALL
BE STOPPED AND
'
TIED AT EACH SIDE.
PROVIDE 2X4 BLOCKING
PER ASTM Clip \
PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
NOTE:
/ STRUCTURAL SCUD
TENERS FOR LATH TO BE NAILS O;;Z-
STAPLES IN COMPLIANCE W/ ASTM CI01i
2. WIRE TIES TO BE (NO. 18) 0..l WIC /
3- BLOCKING SHOWN MAY BE IN ADDITIONN \
TO WALL STUDS REQUIRED PER PLAN
O''M" TYPE CONTROL JOINT
k
OL FOLD INUTAl • Pr. A
O1. FOLD INUARD • PT. A
2. CREASE • PT. B
FO
a
O
L FOLD INWAI� •
O
L FOLD Ni • FT. A
PT. A
7. CREASE 0 Pi. B
2. CREASE • 1115
3. CREASE 0 PT. C
3. GREASE • PT. C
4. FOLD PT. C OVER PT.
B. TILL PT. C TOUCHES
BOTTOM FLANGE
-
SHINGLE ROOFING--�
DRIP EDGE: OVERLAP 3'
EXTEND 1/2' BELOU
FE'
L IILA7ER TIGHT
SEAL. FOLD,22
Ni CUT.
THICK, 3 COAT CEMENT
PLASTER (FRAME), IR' 2 COAT
CEMENT PLASTER (CMU)
WRB LAYER 02, FORr FIBER
BUILDING PAPER (FRAME ONLY)
WRB LAYER "It -
STUCCO WRAP (HRQIE ONLY)
LAP LAYERS OF BUILDING WRAP
NOTE:
APPROVED BUILDINGS WRAP
SHALL BE LAPPED A MINIMUM OF
6' a VERTICAL LAPS (ROLL
ENDS) 4 6' • HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORTIBER 59EATHING TAPE
/ I' MIN. LAP e METAL LATH
z
X X
X
�T
LATH VERTICAL LAP TO BE I'
NNN
METAL LATH
WRB LAYER M,
STUCCO WRAP
I6" MIN PAPER LAP BELOW ONLY /
LWR
5UUIPAPER BLDING ELAYER 02, RTIFIBER
NN- /
I 2 APER LAP
SCALE: 1 1/2'.1'-0'
I
® KICKOUT
DETAIL
OVER "LMG, FLANGE, STOP
WRB Ate. I V AMOVE
SHINGLES (FRAME ONLY)
Fill OR CMU
.. EXTERIOR \
-- crrK°un� i armcn
Sxs WALL BASHING is
QO
r
• • `� KICK -OUT FLASHING (SEE R1
DETAIL) It \ _
r�
FASCIA WRAP
WATER TIGHT SEAL (BEND OR
SOLDER, DO NOT )�)
NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE 5EE
MANUFACTURERS
INSTALLATION PROCEDURES
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
Will LAYER 02, FORTIRBER
BUILDING PAPER
WRB LAYER •I,
STUCCO WRAP
WOOD SHEATHING
OR 1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS)
4'x4' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE ¢
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
FLASHING TO EXTEND ONTO
I' OR LESS PIPE :1t:";=
PENETRATION ` :.. 1 :
CUT AND OVERLAP ONE SIDE OF '
SELF -ADHERING MEMBRANE
FLASHING
STEP *I
INSTALL FASTENERS (CL
STRAPS, STAPLES)
REQUIRED TO SECT
PIPE/ WIRE TO FRAM
Wx6' SELF -ADHERING MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
SELF -ADHERING MEMBRANE
STEP it FLASHING
WRB LAYER •I,
STUCCO WRAP
WRB LAYER 4, FORTIFIBER
BUILDING PAPER
METAL LATH
ii 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.
V CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
VERTICAL
LATH
& PAPER
DETAIL
WOOD STUDS
SECTION
iSECTION RMI
EI1I ft Mhing wW PISSIBI(tIG
NOTE:
SHEATHING
Exterior use of portland cement plaster
SIDE LAPS OF METAL
OR TZIP SHEATHING SYSTEM LED PER MANUF. SPECS)
(INSTALLED
shall comply with the application
requirements of ASTM C 926-18b.
PLASTER BASES SHALL
BUILDING
NOTE:
BE SECURED TO
FRAMING MEMBERS.
PAPER
6'"'"
LAP
IF ZIP SHEATHINGS SYSTEM IS
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
THEY SHALL BE TIED
BETWEEN SUPPORTS
INSTALLED, PLEASE SEE
or ASTM 1787.
WITH 0ID4T5-IN. (121-MM)
STUCCO
K' LAP ® LATH
MANUFACTURERS
WIRE AT INTERVALS NOT
3' LAP a PAPER
INSTALLATION PROCEDURES
MORE THAN 9' (229-MM).
AS PER ASTMC1063.
FIFE I EN TFRATION
DETAIL
FOR REPAIR OF TEARS
HORIZONTAL LATH
N.T.S.
IN Will LAYERS, TEARS
—
MAY BE PATCHED
& PAPER
DETAIL
W/WOUSE WRAP TAPE
PER MANUR SPEC. OR
PEEL a STICK
'1/1ii ZIP SHEATHING
SYSTEM ( INSTALLED fair=:R
MANUF. SPECS.) OR
WOOD SHEATHING
OR CMU
Will LAYER it
STUCCO WRAP (FRAME ONLY)
i" THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2" 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB E TAPE OVER
ROOF/WALL SCREED
z 5"X5" "L" TYPE CONTINUOUS
G,ALv. METAL FLASHI7`lG
z (NAIL TO ROOF DECK, NOT
WALL SHEATHINGS)
N CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF CEMEN
NOTE:
IF ZIP 5HEA7t4INCG SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
ROOF PER ELEVATIOt*lS
5 „L„ FLASITINCT
N.T.S.
D1�AINAC�E FLANS (UJR5
LA�rER "i STUCCO WRAF)
5UiLDINCz PA=F=R)
t" ITAL LATH X X X X
STUCCO I°...; °... .
a
WOOD OR 1/1(0" Z11= WALL
SHEATHINC
5ELF-ADHESIVE FLASHING — — — — — —
NOTE:
1"IETAL LATH. LATH TO 5E FED' SECTION
R-103.1.1 / ASTI"I C-8--1-14a) 1"I IN, 2.5 L55-
FE R SO. *'ARD C UT I L l T�r OR N01%I INAL
LATH DOES NOT 1 1EET SFECIFICATIONalfor God('
Compliance
universal Engineednc
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
svBDIV. 8e LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MO DEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
MAR 0.5 2021
MICHAAM*.W60N
AR NO 17305
PRINT 03 Ol 21
DATE: / /
SCALE: 1/4"=1'-0" 1
SHEET
WA1
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
I I ,
I I
BACKER ROD
IWRB LAYER 01,
STUCCO WRAP
DRYER
6
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDES) 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, Ya' CAULKING a JOINT
ALL AROUND
PER SECTION R703.7
Exterior laMin and _lastering
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, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
NT (FRAME)
`
o
LEGEND
DRAINAGE PLANE (WRB
LATER *1, STUCCO WRAP)
WRB LAYER 02 (FORTIF-15ER — - — - — - — —
BUILDING PAPER)
METAL LATP X—X—X—X
STUGGO
WOOD OR -1/16" ZIP WALL
SPEATPING
5EL1=-ADPE6IVE FLA61-IING - - - - -
NOTE-
METAL LATH: LATH TO SE PER SECTION
R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L55.
PER SQ. YARD (UTILITT OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
6B DRYER
FINISH
6' SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT
TOP E SIDES
T ( BLOCK
6" SELF ADHESIVE—\�///�
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
&tEINT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
/AM=H ]C. 1«C�C I Y =
STUCCO SCRATCH COAT
d 1 COAT OF PAINT W15ACK-
ROLL PRIOR TO
T INSTALLAT'ION
ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
ISOGYANOTE-POLY51-END FOAM
/11 �� "� ��' ""'-° '�R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
ELEC. ME ER \—PROVIDE STUCCO SCRATCH
GOAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
8 ELECTRICAL CONDUIT
PENETRATION
CUT OPENING: IN
APPROVED HOUSEWRAP
POR BOX INSTALLATION
WR5 LATER *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
1/16' ZIP SHEATHING: SYSTEM
INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING
a
LAYER 41,
STUCCO WRAP
f
WRB LAYER 02, FORTIFIBER
BUILDING PAPER.
METAL LATH
WOOD
l/B' TEXTURED
^FINISH
CONSTRUCTION
a WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER a 'T' O.C. MAX
S' CMU
Ye' TO )v MID -WALL
WEEP SCREED
^~
W WIDE STRIP SELF
-`
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
ate+
TEXTURED
/
FINISH a MASONRY
B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
NOTE:
IF ZIP SHEATHING: SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WR8 LAYER 01,
STUCCO WRAP
STF #1
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING: OVER
APROVED
HOUSEWRAP
e T E f #3
WRB LAYER 01,
STUCCO WRAP
SELF -ADHERING:
MEMBRANE FLASHING:
WR5 LAYER 02, FORTIF115ER
IBUILDING PAPER
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
METAL LATH
ELECTRICAL RECEPTACLE °
Reviewed for Code
Compliance
ID Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
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AA #: 0003325
SUDDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
MAR o 5 -2021-
MICHAEL C. ANDERSON
AR NO 17305
PRINT 03 Ol 21
]DATE:/ /
SCALE: 1/4`1'-0"
SHEET
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
r
11111
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL•
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
"AGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
MAR 0 5 2021
MICHAEL C.-AR6ERSON
AR NO 17305
PRINT 03 Ol 21
DATE: / /
SCALE: 1/4"=V-0"
\
\
\
2xro SUB -BAND
W/1 "x4" NOTCH 6 `
END, WRAPPED IN
PEEL 4 STICK METAL F�
DRIP EDGE }1�
I`
-1/5" TEXTURED I �1
FINISH a WOOD I 2x6 sus
1/2" TEXTURED `
FINISH a GMU
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WRAP YS" FROM
STUCCO, 1" FROM 1�
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EXTERIOR WALL
(FRAME OR CMU)
\\ NOTE- NOTCH FOR 2X�o
\\ SUB SAND ONLY ROOF KICK OUT REMOVED
FOR CLARITY
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\ \
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V OFF WOOD WALL
NEW
1/8' TEXTURED
FINISH 6 WOOD,
1/2' TEXTURED
FINISH ® CMU
METAL LATH
WOOD SWEATI-HNG
:JR CMU
WRs LAYER "I,
STUCCO WRAP (FRAME ONLY)
WRs LAYER 02, FORTIP15ER
5UILDING PAPER
(FRAME ONLY)
ROOFINGS CEMENT
DRIP EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING
PLEASE SEE MAi
PROCEDURES
-PRE-ENG'D TRUSS TO BE CUT 10
WALL LINE TO AVOID CONTACT
W/TEXTURED. FINISH
-32 "x4"x4' - 0ll
SCABBED TO TRUSS
W/126 NAILS Gall-8"
O.G. MAX.
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NOTCH a END
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DRIP EDGE
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METAL FLASHING, WRAPPED
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2x SUB -BAND
W/tY"x4" NOTCH
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT 6
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/I�flx4" NOTCH a
END, WRAPPED IN
PEEL d STICK
*ROOF CEMENT 6
ROOF EDGE
Ot'IITTED FOR
CLARITY
Reviewed for Code
EBCompliance
Univers liencesEngineedn"
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. 8a LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE STfMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP. C
STATE OF FLORIDA
MAR 0 5 2021
MICHAEL C. ANDERSON
AR NO 17305
PRINT 21O1
DATE: 03 / /
SCALE: 1 /4" =1' — 0"
SHEET
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SCALE: 1/4" = 1�_O
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FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE+-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT,
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8, SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.EIINDICATES #5 BAR, EIINDICATES #6 BAR,OINDICATES #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 1S IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE'M" OR"S"
MORTAR, ASTM C476'GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED
T-0" O/C MAX SEE PLAN FOR MM 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.
m
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
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TE-1
8"
SEE PLAN
10"
-
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12"
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18"
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161,
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18"
-
(2) #5's
FMC-12x18
12"
CONTINUOUS
18"
-
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VARIES
F24x24
24"
24"
12"
S
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(-)0 _4"
SECURE A/C SIMPSON WB
CONC. W
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UNIT
CONC, SECURE STRAP TO
SLAB UNITS W/ (2) #13x1
1/4 SHT MTL
SCREWS
A/C CONNECTION
TO PAD DETAIL
Reviewed for Code
Compliance
Universal Engineering
1B Sciences
194 H WY A1A, SUITE 3C
VDIAN HARBOUR BEACF
FLORIDA 32937
PH: 321-802-3591
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#5
30"
#6
36"
#7
42"
EXTERIOR MONO —FOOTING
1 SCALE: 3/4"=1 -0"
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PROVIDE DBL. TOP PLAT TAgGERED.
TONAL METAL
NECTORS NOT
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SEE SLAB SCHEDULE
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TOP OF SLAB 4'
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9 INT IOR FOUNQATION� OD WALL
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CONTINUOUS STEEL MONOLITHIC
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.w.
WHEN TRANSITIONS ART. MADE FROM FOUNDATIONS HAVING
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NUMBER OF BARS (le. 2'IO 3 PROVIDE 2 BARS), LINO
MONOLITHIC FOUNDATION
3 CORNER BARS DETAIL
SCALE 3/4"=1'-0"
AP TOP PLATE A MIN. OF 48"
A NAIL W/ 16d COMMON �
NAIL 2-ROWS, 4" O/C BTM. - VERIFY HEIGHT
LAP T CCUR OVER STUD OF WALL W/ PLAN
2x4 OR 2x6 D BEARING PROVIDE BLO NG
WALL W/ SYP
No 2 STUDS SEE PL S FOR E R PLATE TO SLAB W/
SPACING. SINGLE BT LATE 1/ "x DGE ANCHOR W/2"
TO BE PT. PROVIDE DBL OP R SET IN HIGH STRENGTH
PLATE XY 5-1/2 EMBED. MIN. @ 16" OC
SIMPSON SPH4 OR SPH6 AX.
BTM AND TOP PLATE
ANCHORS W/ 10d x 1 1/2"
COMMON NAILS FILL ALL
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x 3" -SEE SLAB SCHEDULE
G;
+- 0'-0„ >
TOP OF SLAB
P •'{. :4
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INTERIOR CURB FOUNDATION WOOD WA
SCALE:3/4"=1'-0" (W/ UPLIFT)
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 BRIG WALL TO
BLOCK WALL CONNECTION
SCALE: 3/4"-1'-0"
RECESS AROUND GARAGE
DOOR OPENING
LAP TOP PLATE A MIN. OF48"
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
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PROVIDE BLOCKING
SECURE BT. PLATE TO
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ADDITIONAL METAL
CONNECTORS NOT
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vj
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w
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TOP OF SLAB
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$ INTERIOR CURB FOUNDATION WOOD WALL
SCALE: 3/4"=1'-0" (NO UPLIFT)
EaReviewed for Coae,
Compliance
Unsversall nc9eseerin
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH:321-802-3591
www.abdesigngroup.com
AA # 0003325
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PH: 321-802-3591
ww.abdesigngroup.co
AA #: 0003325
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
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AND BAR QUANTITY
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4
SCALE: 3/4"=1'-0"
O
Reviewed for Code
Compliance
Universal Engineering
Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesignerroup.com
AA #: 0003325
SLTSDIV. F &e LOT:
CREEKSIDE
PHASE 2
LOT #18
ROJECT#
04321.200
4EBB
"1828—CALI"
GARAGE SWING:
RIGHT
PAGE:
I^
9
°,� DETAILS
r
0 MPH EXP. C
1 1 ATE OF FLORIDA
MIS. Ahr)MSON
AR' NO 17305
D ET 03�01�21
SCALE: 1/4"=1'-0"
SHEET
ISt•2A
FRAMING NOTES: r
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' e
SIMPSON H10A OR LGT2 Wl 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 o-
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 SCHEMATICJN 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 ENGINEEP'S REVIEWAND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTIX-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 161" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFEREIST. a
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.
BEAM SCHEDULE
INDICATES OPENING BELOW / T.O.B."=
TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / TO
S = TOP
OF SLAB
ABBIREVIATIONS
E.E. = EACH END,�O/C
= ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
°
REINFORCEMENT
STIRRUPS
MARK
DESCRIPTION
ft
REMARKS
(psi)
wxH`.
BTM
TOP
.MID
SIZE
SPACING
x
BB1
MASONRY
3000
8z8
(1)#5
N/A
'—
G
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
ROUTED SOLID"
b
1
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a
Z194 H WY A1,A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-862-3591
www.abdesigngroup.com
A'? 4: 0003325
®i�
MIT
CREEKSIDE r;
I PHASE 2
LOT #18
PROJECT#
04321.200
111 BSODEL:
o 4EBB
"1828-1
GARAGE SWING:
RIGHT
.WAGE: a�
LIFT BEAM
PLAN AND
NOTES
,, 0 MPH EXP. � 1
_fir✓
MICA .AEL C. AN ,_ N
A(v. Ni
DAT a 03/01/21
SCAI.: 1/4"=1'-0"
S 2
p
a'
♦ i
y e
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 10" HOOK
a
30" TYPICAL
#5 BAR IN BOND BEAM - J
CORNER
REINFORCING OF BOND BEAM
SCALE: 3/4"=V-0"
8
a
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 STEEL REINFORCING L2 HEIGHT -
REINFORCING MASONRY UNITS A: REQUIRED TO ACHIEVE THE REQUIRED BEARING
( ) 4. THE LAST COURSE WILL BE_A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND'
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BONO 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 BONI'
OJT / )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.
A\C\ 0) 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP
G 8x8 BOND BEAM
W/(1)#5BAR
F = FILLED W/GROUT
(\AG U = UNFILLED GROUT SOLID FF
NOMINAL LINTEL TO TOP O
BOND # OF #5'S, IN 2ND
WIDTH ` BEAM IF FILLED
BEAM COURSE
16-1 T/1 M/OB 8x8 PRE -CAST C(
A� 4� NOMINAL �� LINTEI.. W/ (1) #5 1
Q¢� HEIGHT # OF #5'S, TOP LENGTH OF BAR
6 BOND BEAM COURSE OPENING -2
IT IS THIS ENGINEER'S INTENT OR
THAT XFXX - 1T/1M/0B INDICATES A DOUBLE BOND BEAM *OF
#5'S, BOTTOM 8x8 PRE'. -CAST C(
.AND XFXX - 1T/0M/0B.INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W10 STE
IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOB
AND XUXX 1T11M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL OF OPENING "F
AND XUXX - 1TlOM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2x4 (MIN 2 X 3)1-3/16
TAPCON OR DRIVE PIN (MIN
WINDOW __
�A SHANK SIZE.145 MIN HEAD
PRE-CA77
WINDOW
SILL
y
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
SCALE: 1 1 /2"=V-0"
SIZE .300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18"O.C. MAX. MIN 1-1/4"
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
2X4 SOLID BLOCKING
1/4") 8" FROM EACH END AND
SECURE TO SHEATHING W/
18" O.C. MAX. MIN 1-1/4"
MIN. 2-12d PER BLK, EA. END
VCMU
EMBEDMENT
7116" OSB SHEATHING
WALL
ARCHWAY FRAMING DETAIL
5
SCALE: 3/4"=1'-0"
SINGLE #5 CORNER
BAR, 30x30 TURNED UP
OR TURNED DOWN INTO
FILLED CELL
-- STEEL REINF. OF
BOND.BEAM
PROVIDE #5 BAR
EACH SIDE
STEEL REINF. OF Op s
EVATION
BOND. BEAM CHA E
CHANGE IN
7 ELEVATION OF BOND BEAM
4
-�.•< Reel E
Co
Universal
So
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
g, AA #: 0003325
SU13DIT:
CREEKSIDE
mPHASE 2
LOT #18
PROJECT#
04321.200
ODEL:
4EBB
"1828-CALI"
r GARAGE SWING:
RIGHT
PAGE:
DETAILS
Ea
16 �VmPlj EXP. C
STATE OF FLORIDA
fox Ts- lul
I 7td.;N
AR NO 1����
5
ATE: 03/01/21
SCALE: 1 /4"= V - 0 °°
SHEET
2
0
e
•
I
11 1 11 11 11 "QUALITY"
—
L.OTT S CONCRETE / CAST-CRETE / QUALITY SAFE LOAD TABLES
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
BUB
�-OB
16-1TroB
1T/OB
1TIOB
1T/0B
2-1T/OB
LENGT
8/8-18
16-1T/1
lT/1B
1T/1B
8-lT/1B
, 2-1T/1B
3 -0" PRECAST
1436
952
3114
4217
5321
6426
7531
3 $ "
yam,
6113
63s5
7708
W31
10000
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
4'-0"
1961
6113
7192
6524
7627
8751
4'-6" PRECAST
819
633
1T70
2400
3033
3e66
4300
4'-0"
1625
5743
7547
0752
6541
7505
51-4" PRECAST
931
1247
1999
2560
3123
3688
4249
V-4w
1319
4480
7198
7342
5780
6259
V-10" PRECAST
817
1024
1631
2090
250
3009
3470
5'-10"
1161
3693
5877
em
6548
5776
"
6 -8 PRECAST
692
1139
3227
3031
3707
4383
5061
� "
6 $
1139
3227
4598
7054
10000
8825
T-6" PRECAST
570
3665
T-0"
938
24�
4864
7106791
8472
9'-4" PRECAST
428
633
1593
2204
2481
2618
2621
7-4 "
839
1674
2298
3081
4099
4899
10'-0" PRECAST
388
487
1247
1767
1904
2163
2028
10'-0"
550
1407
1897
2781
3222
3784
11'�" PRECAST
330
544
1312
1742
2252
28M
36M
11'-4"
54,4
1312
1742
2252
2868
3552
12'-0" PRECAST
a
w6
�7
1210
1'938
2048
2586
3191
12'-0"
507
1210
15%
2048
2580
3171
IT-e PRECAST
270
433
1046
1365
1732
2157
2635
13,-4"
414
1045
1366
1732
2310
2005
14'-0" PRECAST
254
388
978
1272
1806
1986
2279
14'-0"
390
978
1272
1606
19M
2389
14'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'-8"
456
1079
1429
1824
2277
2712
16-4' PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
15.4"
412
1014
1340
1703
2118
2513
1T-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
17"4"
300
856
1121
1 1413
1739
2047
19'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19'-4"
235
736
959
1200
1467
1718
21'-4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21,-4"
180
598
IN
1038
lies
1468
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
�,-0"
165
550
784
992
1203
JINR
24'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
, "
24-0
129
460
654
824
1014
SAFE LATERAL
H
LOADS FOR
SAFE UPLIFT LOADS FOR
8" PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
PLF
LOAD
SAFE
8/8-1T
LOAD -
8i16-1T
POUNDS
8/20-1T
PER LINEAR
SF24-IT
MAT
FOOT
8/32-IT
TYPE
8/$ PLAIN
8/8 SOLID
TYPE
LENGTH
eis-2T
a20-2T
624-zr
ene-2r
6/322T
PRECAST
689
1024
3'-0" PRECAST
15M
_e/16-2T
3524
4394
5263
6132
7001
1569
34
4394
sm
6132
7001
PRECAST
514
763
4'-0" PRECAST
_
1363
3000
3815
4670
5325
8079
1363
3OW
3615
4570
5325
6079
PRECAST
398
591
4'-6" PRECAST
1207
2582
3375
4043
4711
5379
1207
2707
3375
4043
4711
5379
PRECAST
411
411
_
V 4" PRECAST
1016
1806
2374
2944
3513
4004
1016
2276
2838
3399
3961
4064
PRECAST
340
339
—
5'-100 PRECAST
908
14_99
1971
2443
1 2915
3387
929
2080
2593
3107
3620
4133
PRECAST
410
721
6'-6" PRECAST
s35
1201
1678
,965
2332
2709
835
1868
2329
2790
3261
3712
PRECAST
303
534
7'-6' PRECAST
716
900
11s1
1402
1743
2025
727
1624
2025
2426
2827
3228
PRECAST
192
384
9'4" PRECAST
_
454
5e6
767
948
1129
1310
572
1318
1643
1969
2164
2519
PRECAST
151
301
10'-0" PRECAST
366
408
812
755
899
1042
504
1180
1472
1763
1710
1989
PRECAST
132
417
11'-" PRECAST
430
406
530
M
M
872
466
1042.
1372
1643
1470
1710
111
370
12'-0" PRECAST
383
366
476
587
M
MPRECAST
440
940
1300
1560
1314
1476
PRECAST
82
298
13'4" PRECAST
308
303
393
484
675
645396
780
1067
1312
1071
1203
PRECAST
71
293
14'-0" PRECAST
279
278
360
443
520
609
378
717
961
1102
975
1133
PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
422
506
626
746
865
246
663
980
1237
1474
1715
PRESTRESSED
N.R.
252
15'-4" PRESTRESSED
224
387
464
574
684
793
230
616
908
1134
1353
1572
PRESTRESSED
N.R.
183
17' 4" PRESTRESSED
187
326
365
451
587
660
192
506
720
501
1135
1312
PRESTRESSED
N.R.
148
19'4" PRESTRESSED
162
268
348
430
513
595
166
429
623
803
950
1098
PRESTRESSED
N.R.
125
_.
21'-4" PRESTRESSED
142
219
308
381
464
527
142
373
537
ago
ale
943
PRESTRESSED
N.R.
116
2Z-0PRESTRESSED
137
226
290
359
428
497"
137
358
513
659
779
900
PRESTRESSED
N.R.
91
24'-V PRESTRESSED
124
174
2"
302
360
418
124
1 319
455
581
07
793
- ALL VALUES TARN 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
•
b
n
ommms Reviawed for Code
Compliance
ku Universal Engineering
LZA Sciences
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www. a bd es i gngro u p. co m
AA #: 0003325
SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT #18
PROJECT#
04321.200
MODEL:
4EBB
"1828-CALI"
GARAGE SWING:
RIGHT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP. C
MAR 0 5 2021
MICHAEL C. ,ANDiERSON
AR NO T7305
DA ET 03/01/21
SCALE: 1 /4"= V — 0"
SHEET
S2.2
f
Yi
.A p.
e
FRAMING NOTES:
i
r!
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF:aS gMPSON HETA16 W/ (9) 10dx 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
wIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
3
SCHEDULE.
9
.3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
°
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
11
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. I<INTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACEDATTOIP 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 TOPANDBOTTOM CHORDS OF ROOF TRUSSES
T ATEb '
2x MEMBERS TO WA WITH HItTI X-ZF POWDER ACC U4
SECURE LPL
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WIT171 WASHER @ 16" O.C. s
11. TRUSS REACTIONS AND UP41FTSSHOWN AREIITHE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM U-0",FINISH FLOOR. UNLESS
NOTED OTHERWISE,
TRuss=s WIGIRDER/TR SS
i
14. BOTTOM CHORD BRACING, DIAGONAL BRACING AND GABLE END BRACING
W/2X6
1301im
BOTTOM CHORD
SHOWN ON THE FRAMING PLANS AND DETAIL ARE DRAWN AS A DIAGRAMMATIC.
CHORD
PURPOSES FOR MINIMUM SPANS AND MAXIMUM SPACING. THESE DRAWINGS ARE
INTENDED AS A GUIDELINE FOR CONSTRUCTION AND DO NOT NECESSARILY
REFLECT ALL ACTUAL CONDITIONS THAT MAY ARISE IN.THE FIELD. FIELD
CONSTRUCTION SHOULD CLOSELY PARALLEL THE BRACING DIAGRAMS WITHIN
THESE MINIMUM AND MAXIMUM TOLERANCES, ADJUSTMENTS IN THE FIELD ARE
ACCEPTABLE FOR FIELD CONDITIONS SUCH AS INTERFERENCES WITH TRUSS
2xa SCAB
NAILED TO
DIAGONAL
WEBBING, SHEETING ETC. IN SITUATIONS WHERE THE DIAGRAMS LOCATION AND
END JACK
TRUS
BOTTOM
BRACING/BOTTOM
ACTUAL TRUSS WEBBING CONDITIQNS'CONFLICT, THE CONTRACTOR SHALL PLACE
tCHO
D W/MIN (4) 10d
CHORD BRACING
THE DIAGONAL BRAE ADJACENT TO THE TRUSS WEB AS CONDITIONS ALLOW.
WHERE APPLICABLE NAILS
FOR EACH m
CHORD
CONNECTION
DISSIMILAR BOTTOM
CHORD BRACING @ END
I•
,
'
TRUSSES W/2X4 GIRDER/TRUSS
BOTTOM CHORD
I
BOTTOM
V
�l
CHORD
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 1
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.
4
4
DIAGONAL
BRACING/BOTTOM
CHORD BRACING
DISSIMILAR
11
2x4 SCAB NAILED TO
TRUSS. BOTTOM CHOR
W/MIN (4)10d NAILS
FOR EACH CHORD
CONNECTION
CHORD BRACING ® MID RUN
CON NEaoRsaIII
INSTIFILVAre: m/n/mzD
MITek UNP
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Mil ek USE
SIM'NOR
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GER Itt
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FASTENER.
XTA 1618
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(9)Nd X 1 112 12W 2-PLY, CMNE04"
(8) PRE x 11/2"1-PLY.(5) 2W2PLY, EMN°4"
IL HTA 11-1.
3430
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1985 F
(12)10d X 11/2'1PILY,EMBEDNF b
(l/'YPY."
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NET, 1.
1810
(10)IN xj 112".(8) ME 2AY, EMBED4"
(9)IACX1112"1-PLY,(8)TREE 2 PLY, EMBED 4"
2)x1A.9U
2�430
(z XETA-ID
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PUI IDa 11/z' 1-PLY EMBED4
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(12116d z-PLY EMBEDEF
LJGT-$
1655
LGT-2
188E
E X(5)1/4"xY W dOG M1 A cHo s WOOD OE)IF,
(I)-1/PI x 2 11W TRf ,WWONE)16d
LJGT.3
33WI
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DONCFBI 3/ %5 WetlBe .S.ft. AIIESC, WOOD III 145 :
(12)FOR 1/4 xR TO GIRDER, (4) FEW x STING HO.IO WA
OITA'I"
2430
DETAL20
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(I6) IN x1 V2, T PLY ALTERNATE USE OF (2) HTA20ACCEPTABIE
(181-IN x 11/21 PLY ALTERNATE USE OF 12) HETA-20 AC
EPfABLE
MJGT15♦
394E
JIMGTY
I
(I,IIAT.R IN HFEE STRENGTH EPDXY (MIN. 12" FN(9fD1,(22) IN TO WOOD)
(1) SIR "ATt VY-GH 51'RENGIH EPDXYIMIN. 12' EMBE),(22)USE
TO..
n"6T1
9575
HI -II
1000
WOOD(8) 1No MASONRY RI3/4"A.T.I
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WCOO
H UGT3♦
98 FA
HGT31.
10690
W OO D(8) I Up, MA50 N BY (2) RA"A I
G)3/4"ATR. WEIGH STRENGTH EPDXYIMIN.12"FM9E)T(1611M
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1530 PA RALLft'LUWALL
14I1510MNDICU WRTO WALL
LTA2
121T. PokOLLELTOWA
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(16)505/Ci.3
HIII I
995
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I185A
121.+@AT.R IN HIGH STRENGTH fPDXY(,MIN. 12"EMSEDIG)l0d
(2)5/8'A.TH, IN HIGH STRENGTH EPDXY(MI. IT' EMBE
(32)SDS/4"0
M11Tlh'l2
965
MTS13
9 990i
(14110tl_Lll2 (141 LN P
114110d%lR/Y'
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W
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2050'
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MSTA-3fif1
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MSTA-36M
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261 Too
125)10E
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(36)Tod X112
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HANDED TO
91 NUE[MIASHFB/2 PLY'
1
MJGTTS&PHWA
4175
MOT &HDIp
4940
28)IN TO TRUSS, ITT WEB WOOD SCREWSTO POSIT W/5/8"THREADED ROD
MoFSDS 114"MR" TO WOOD, J31-3/4"STUD HOLES WITH I
k"I'D 1W.(2)
NURNO/ASHERl2PL,.
VAU44
2E35
6775
All 442.
21.
1 I2ti11
I)5/8"A.I.R. IN. HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CUNC,(12) Tod TOW'OOU
(1)5/8" A: KII. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED)
IN CONC:,
13211EI TO WOOD
'Cu.
2455
)1.
ABU IS,
219J
1820.E
1)5/11"XTA IN HIGH STRENGTH iPDXOIMIN. T' EMBED) IN CONC.,(12)IW TOWOOD
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IN CONL,
B)1W TOWNS.
L)201u«
1110
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REFS
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IN CONIC,
(TO) IW TO WOOD
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4455
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2ME6tl%21/2
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11810
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5330
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VYNA9 LT SLEEVE ANCXOROB EO W/MINS'EMBfDI ( )
( HIGH STRENGTH EPDXY IMIN.6.1$'4M
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FOMENi11f�CMV
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REFS
2]3O(IM%)
HUSAI2
(WOOD)
3435
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I I I I I I
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I I I I I I Q
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rATM
WNW.
In
1A
3.1
Reviewed for Cody,
Compliance
91' Universal Engineering
Sciences
2194 H WY AEA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
_.... •,r
CREEKSIDE
II
PHASE S
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M1L C. AN
AFi lal0 9?305
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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
@ 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR
DRAWINGS FOR REVIEW SHEATHING
ANDAPPROVAL FASTENER SCHEDULE"
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON
(9) 10d x 1 " NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HE A16
"ROOF/WALL/FLOOR g 1 TRUSS x N O WITH S T HTSM20 W/10 10d TO
B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH F GI DER. PROVI E 5� NOTE: APT SYP #2 2" x 4", TRUSS AND (4) 114" x 2 1/4"
(12) 16d x 1 1" NAILS TO TRUSS SHEATHING 6"; 8 x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO
z ASTENER SCHEDULE O z
DBL STRAP; 1 EACH SIDE WRAPS UP AND W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL
EMBEDMENT. USED I O/C TO FACILITATE ONE
OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH N ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON
NOTE: APT SYP #2 2" DE CONJUNCTION WITH ACCOMMODATE GIRDER
(16) 10d x 0 4" NAILS TO GIRDER AND 6 8" x 4'-0" MAY BE ADDED OPPOSITE
INSTALLED ON PRE-ENG TRUSS
(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF
CONNECTOR BLOCK: WALL Wl10 10d TO
WITH (12) 16d x 3 Z' NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4"
ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
ACGOMMODATE TRUSS 1x2, 2x WOOD FASCIA WITH (4) 8" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL
SEE ARCHITECTURAL ANCHOR REQUIF�EMENTS.
2x SECURED W/ (3) 16d ' T" x 2 ?'TO GIRDER
GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH
1x2 SECURED W/ 10d TRUSSES @ 24' O/C, lx2, 2x WOOD'FA SCIA (2) g" x 5" TITEN HD TO CMU AND (18) SIDS 4" x
It
GALV. COMMON NAILS 1. .: SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL' 3" TO GIRDER
12' O/C FOR REVIEW 2x SECURED W/ (3) 1 d G(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
AND APPROVAL GALV. COMMON NAIL (2) Z" x 5" TITEN HD TO CMU AND (18) SIDS 4' x 3"
1x2 SECURED 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAIL BEAM ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM 12" O/C It 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:23a65 LBS, L,:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART
C ALLOWABLE UPLIFT = U: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"=l'-0" TYPICAL ROOF SCALE:3/4"=1'-0"
{ GIRDER CONNECTOR(S) 2aC2b 2c GIRDER CONNECTOR(S)
SCALE3/4"=1'-0"
(2) 2X4 No.2 SYP DIAL. 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
6'-0" MAX (W/1X4) (1) "X"BRACE @CENTER TO BLK W/ 1/2"'DIA.
OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLYt7t,ANCHOR BOLT W! 2"
FROM CENTER TO END, WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH
NGTH EPDXY 6"
�— 1x4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8
BRACING, SEE
PLAN FOR LOCATION P.T. PLATE W/ 12d's 8"
o M J } MAY NOT BE STIFFBACK (AS PER O.C. MAX
u a REQUIRED TRUSS ENG) CONT. 2X4 SECURED W/
TO BE INSTALLED SS
LED @
WOOD ROOF TRUSSES
BTM. CHORD OF 10'-0" O C. MAX.
,', ° SEE SCHEDULE FOR
BOND BEAM REQ.
1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END
6
SCALE 3/4"=1'-0" PRE-ENG'D TRUSS SCALE:3/4"=1'-0"
l'7
a
i
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lid ^
4
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NOTCH DEPTH 1/4•D THE USE OF ALTERNATE MATERIALS MAY BE
HotEEDGE>5/a" USED SO LONG AS THEY CONFORM TO THE
a HOLE DIAMETER
FOLLOWING
_) < 2/5"0 SGL. STUD s
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 >5I8" 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.— MOLE DIAMETER
PLATE ' < 3(5*D DBL. STUD
e ¢
S
STUD NOTCHING.
ALTERNATE MATERIALS Reviewedf°,
AND BORING LIMITS 11 SCALE:3!4 GolEngine
$ -1 0„
qryALE: 1 1/2 Universal Engineering
Sciences
� d 6
a e d
2194 H WY AIA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
6Bkl °- LOT-
CREEKSIDE
PHASE 2
• T;
PAGE:
DEr1 MLS
160 P11 1� '. C
ftm
STATE OF FLORIDA
n RZ 5 202L
MICHASL_-C. SON
AR NO 173i05
km
PI IN 0
DATE: 30121 / /
SCALE: 1/4" 1p— 0 °,
.SHEET
S3. 1 A
2194 H WY Alk SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
PAGE:
DETAILS
160 MPH EXP. C
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hid IIA�L— C_ ANDERSON
ARN0: 0
03/01/21
SCALE: 1/4"=1'-0" 1
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A
p
A
pp A
VTCR SPACING 1 AT EACH END I p p
II
p p
r AND 6-0" O.C. MAX.
2x4 BLOCKING BETWEEN TRUSSES r: VTGR
(2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
{ BRACE W/ (3) 12d @ EA 4'-0" O.C. (AT SHEATHING SEAMS) —
TRUSS (DIAG. BRACE TO
g COVER TRUSSES)
4 � pAppIVpIG
0'-0" TO 30'-0" (1)'X' BRACE ppppppVpp
30'-1"TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS GpplGpppG
(1)'X' BRACE @ CENTER GIIIGpppl
(2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND
FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH
(AS PER TRUSS ENG)
zA
PLYWOOD SHEATHING, SEE
/VWALLlFLOOR ' "ROOF ,
SHEATHING
FASTENER SCHEDULE"
SEE TYP. TRUSS CONNECTOR — —
(?, DETAIL FOR STRAPPING INFO. SIDE VIEW
.4
CONNECTION PER —e
1x2, 2x WOOD FASCIA TRUSS MFG.
SEE ARCHITECTURAL
2x SECURED W/ (3) 16d ENGINEERED WOOD
GALV. COMMON iNAILS. TRUSSES 24' O/C,
1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN
12"O/C AND APPROVAL SECURED W!(2)12d's@ PRE—ENGINEERED
MASONRY BOND BEAM EACH TRUSS
+ VALLEY TRUSS CONNECTION
SEE SCHEDULE 0__qABLE END PRE—ENG D`TRUS}7 2 SCALE: N.T.S.
j
W/ HIP RETURN SCALE;3/4"=1'-0"
s
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Reviewed fog
Complianc:
Universal Engineering
Sciences
Ammilmiffim
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
s Y
I�
R �'
PHASE 2
LOT i •
13TATE OF FLORIDA
MAR �0 5
MICHAEL Mb_b; 50N
AR NO 17305
X_x%xAN x O1
DATE: U3 21 / /
BEET
S3. 1 C
GABLE - END
,.
Ampz
_-
GENEURAL NOTES NICALL ELECTRIDCAL PLUMBNGIOAND STJOB E DRAWINGSCCOINSULTNDPROV DE 6AULAGGRE/�AIR ENTRAINED CONCRETE EXP0ATE USED IN CONCRETE 9EDOTO�EAR AH OR WESTM 3ACHER h1AXIMUM AGGREGATE SIZE SHALL BE314". NWOODING WOEARCHITECTARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4 ALL WOOD FOR BE
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS,
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY = 1,40C
FOR STRUCTURAL CONCRETE, TMS 402f602-16 AI51 SPECIFICATION FOR THE DESIGN OF
DRAWINGS. SEAMS LAPPED 61NCHESAND SEALED WITH ADHESIVE TAPE. PRESSURE
0
s
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISCSPECIFICATIONS
)
SHALL BE RATED T
RATED
®
ALL DETAIL§AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED .TOBE TYPICAL AND FORMWORK: CORROBORATE TE
REASON SHALL BE
0
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,. FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE I
®
• EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE T
0
ALL DIMENSIONS AND. CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE7/17
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING. F
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLAT- ION, .FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
2E
OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID. BL
"A" r
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2.
THE STRUCTURE 1S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
®
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOC
v
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCA'
V
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
WOOD TRUS:
v
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
0
0
�, BE SUPPORTED WITH 2" CHAIRS SPACED 3 0 OC, EACH WAY_ TOE DESIGNED A
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LU
®
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROF
®
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATI
®
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 MEETING THE REQI
GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL, SCALE, AND RUSTAND PLACED IN ACCORDANCE
'
®
DESIGN LOADS: w/ THE TYPICAL' BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICAT
®
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR M
- AND VERTICAL BARS SHALL LAP 6 x BAR NO UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND
' O O 0
®
ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES.
0
Q
20 psf TOP CHORD -non-concurrent _ TYP. MIN LAPS SHALL BE AS FOLLOWS : #4 BAR - 25" #6 BAR - 36"
' 0
v
10 psf STM CHORD -non-concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTC
0
- PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY,. LAPPED AND TIED TO EACH BEAM REBAR,: SEE DETAILS LOCATIONS WITH C
' O
0
®
DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OP
€F"
15 pef TOP CHORD .20 psf TOP CHORD
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAP
a 3 v V 77 7 ® v N7 �¢' 2E
® ® ® V V 0 3 a�
(7 psf w/ ASPHALT SHINGLES) IT psf w/ No GYPCRETE
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
-
10psf BTM CHORD 5 psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf
MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHAI
� ����
"A"
Q
BALCONY LIVE LOAD 60 psf
WALL.
TRUSSES/GIRDERS
HIP ROOF
STAIRS LIVE LOAD 40 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAY,
ROOF WIND DESIGN
PRESSURES
WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS,'
14ET (GROSS) ASCE 7-1.6
(ASCE 7-16 (FBC R2020)EXPOSURE C, RISK CATEGORY 11)
LAYOUT, SPANS &
ZONE 1 = 52.70 PSF (62.70)
ZONE 3. = 60.50 PSF (70.60)- '�,
LIVE LOADS: UNINHABITABLE AT WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUC
ZONE 2e = 60.50 PSF.(70.50)
ZONE 3e = 69.80 PSF (79.80)
STORAGE:.20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGII
ZONE 2n = 69.80 PSF (79,80)
ZONE 3r = 83.80 PSF (93.80)
AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
-
PROVIDE ENGINEEI
.ZONE 2r = 69.80 PSF (79.80)
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN. SLEEPING ROOM: 40psf, SgEEPING'.ROOMS: 30psf, STAIRS:
MASQNRY:
PLAN SHOWING CO
"A' = 4'-0" END ZONE DISTANCE
is
40psf
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFES
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
-
SHOP DRAWING REVIEW:
"SPECIFICATION MASONRY STRUCTURES (TMS'402, BUILDING CODE REQUIREMENTS FOR MASONRY
THE HURRICANE S7
RISK CATAGORY:,II
SHOP DRAWINGS WILL BE REVIEWED .FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT -
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
CONSTRUCTION SC
APPLICABLE INTERNAL
_
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BETHE RESPONSIBILITYOFTHE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE
PROVIDED BY THE'
PRESSURE COEFFICIENT: +/-10.18
- - - -
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STIR
s
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATEC
AND CLADDING WIN
ROOF DIAPHRAGM
ROOF/ WALL/ FLOOR
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED: SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
ALL TRUSS TO TRUI
FOR ASPHALT SHINGLE ROOF, USE t' STRUCTURAL 7
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED'
PLACING CONCRETE FOR IN -WALL COLUMNS GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1
S H EArtH I NG
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
(32l16), FOR CEMENTITIOUS TILE AND METAL.ROOFING, USE 15132"
I DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN., THE GROUT MIX SHALL HAVE A MAXIMUM 3/8"
STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD' AND
C p L+^ u D. �.L
ER SCH
FASTENER
WRITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
EDGE SPACING) SEE DETAIL
J I L
ROOF SHEATHIN9 TO GABLE END FRAME USE 8d RING SHANKGUN4.
FOUNDATIOW SITE PREPARATION;
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
NAILS 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4
NAIL REQUIREMENTS
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL MORTAR JOINTS
OF GABLE END.
i1. EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH :ASTM D-1557. TREAT ALL CELLS TO BE FILLED.
SOIL FOR TERMITE PROTECTION.
FILL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO TECHNICAL ENGINEER TO VERIFY REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE
I GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT WRITTEN CE
RTIFICATION THAT THE
EXTERIOR SHEATHING : MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL:
:3 USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SH(%NK GUN NAILS AT...' BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & RAFTER OR TRUSS t SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
ha BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT ROOF SHEATHING I CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
I; INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM
= (INSTALLED PER MANUF. SPECS.) SEE DETAIL A500/A500M,.GRADE B,.Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy =
Al5PSI REGULAR WEIGHT FOR F60TINGS AND SLAB -ON -GRADE C �NCRETE FILLED IN THE SHOP
SIZE
HEAD
LENGTH a
DIA.
TENSILE STR.
SHANK
ASTM
8d
RING SHANK,
2 3/8"
0.113
170,000
RING
(16-20 RINGS
F1667
RSRS-01
SCREW SHANK
PER INCH)
8d
RING SHANK,
`
F1667
PNEUMATIC '`
2 3/8"
0.113
RSRS-01
SCREW -NAILS,
.
I
g ROOF SHEATHING ATTACHEMENT SPACING
Iy
jZONE 1: 8d NAILS @ 4" O.C. ON EDGE AND 6" O.C. FIELD
ZONE 2e, 2n, 2r: 8d NAILS @ 4" O.C. ON EDGE AND 4"O.C. IN FIELD
kf ZONE 3,3e, 3r: 8d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD
"' NOTE, ROOF SHEATHING THICKNESS WAS CALCULATED
�J AND ADHERES TO ASCE 7-16
5
8d RING SHANK GUN NAILS @ 4" O.C.
TOP & BOTTOM EDGES Ud
J
a to
zw
0 LU
Y�
z
2 U
U O
C7 V
z
IY
TYP
sTE
4 2, 1 35 ksi. TUBE AND PIPE COLUMNS SHALL BE -
- 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 ANCHOR BOLTS AT THE COLUMN BASES SHALL .BE ASTM AWA BOLTS WITH R THE TURNENUTD
LEVELING. ALL -
OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
O CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT. EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD
m CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C""'M OR MEASURING, MIXING, TRAItPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
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 EXCEED90 MINUTES. IF FOR ANY REASON
BUILDING LENGTH O THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL
n BE THE RESPONSIBILITY OF THE TESTING LABORAJORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
ROOF SHEATHING LAYOUT NON COMPLIANCE WITH THE ABOVE.
AND ENDWALL BRACING
FOR GABLE END FRAMING + REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
NOTE: GABLES -DROP GABLE END &{1) ADD'L DROPPED A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS).
B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER:
TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W! BLOCKING @ 1-1/2" FOR #5 AND SMALLER
16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP 2' FOR #6 AND LARGER
BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. C FOR CONCRETE NOT EXPOSED TO WEATHER
END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 314" FOR SLABS, WALLS AND JOISTS
BLOCKING PER NAILING SCHEDULE 1-10: FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
C8d RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING
+
4
VG ATTACHMENT FOR STRUCTURAL ROOF
S LU e
of Up , . #8 2" DECK SCREWS @ 6"-8" O.C. MAX @
O w EQGES & 12" O.C. MAX IN FIELD. UNTHREADED
Y SHANK TO EXTEND BEYOND THICKNESS OF
w (1 SUB -FLOOR SHEATHING
+O b
W
TYP 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
TYP. EXT. SHEATHING ATTACHMENT
A R C H I T E C T S
Design
Group L-
April 19, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, Fl. 34982
(772)462-2172
RE: Permit#
D.R. Horton Homes
Creekside Lot 19
Response Letter
For the above listed project, the plans indicate 7/16" roof sheathing on sheet SNI .
This is an error on the plans. The correct callout shall be 19/32" sheathing thickness and
the correct reference for wind pressures is ASCE 7-16 reference.
Should you have any questions, please feel free to contact me.
Sincerely,
Michael C. Anderson
Florida Architect #AR17305
2194 Hwy AIA, Suite 301.Indian Harbour Beach, FL 32937 • Phone: (321)802-3591
w .abdesigngroupxorn -
FASTENER SCHEDULE
AND
DOOR BUCK FASTENERS -
FASTENER
WINDOW
m
APPLICATION
SIZE
- TYPE
SPACING
REMARKS
APPLICATION
SIZE
TYPE
SPACING
REMARKS
1x2 PT FURRING TO
CASE HARDENED COIL
GARAGE DOOR BUCK
1/4" DIA
TAPCON MASONRY
8 o1c
1 12" EMBED., 4" END DIST.,
MASONRY 1 CONC
NAIL 1 1/2" LONG.'
8 DID
TO MASONRY/CONC.
NO WASHER
FASTENER
1 1/2" EDGE DIST.
SGD, AL EXT. DOORS
CASE HARDENED COIL
9" Ole
WINDOW/DOOR/ FASTENED
GARAGE DOOR BUCK
318" DIA. OR
ill"AIA.
EXPANSION BOLT
16" O/C INS" DIA)
4 EMBED., 4" END DIST.,
Ix PT, SEE NOTE 8
NAIL 1 112 LONG
STAGGERED
INTO MASONRVICONC.
TO MASONRY/GONG.
24" O/C (1/2" DIA)
3 EDGE DIST
•
wIWASHER�+
/�+
�+ SPACING
CONTACT THIS ENGINEER FOR SPACING
THIS
WINDOWBUCK
CASE HARDENED COIL
9"O/C
WINDOWIDOOR/FASTENED
METAL STRAP TO
Ix PT, SEE NOTE
NAIL N2"LONG..
STAGGERED
INTO MASONRYICONC.
MASONRY/GONG:
REQUIREMENTS
EXT.SWING DOOR
(2)3li6 DIP
''''1APCON"
��,.
1112"EMBED, 8"END.
NON -BEARING WOOD
1/2"
EXPANSION
24„OIC
4" EMBED 4" END
BUCK 2x PT, SEE NOTE 6
NO WASHER
FASTNER
0/�.
DIST, ] 112" EDGE DIST.
WALL TO CONC SLAB
W/ WASHER
BOLT
DIST., 3" EDGE DIST.
2x PT WINDOW BUCK 0.138' RAF x 21113" 9" O/C 4" END. DIST., 1 12'
PT TO STEEL COL., SEE WIWASHER STAGGERED EDGE DIST.
NOTE 6 -
-
N07E8
1. STAPLES SHALL NOT BE USED FOR ANY S IROCI"URAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXIEHIOR SWING DOORS TO FRAMING BUCKS SHALL BEAS PER MANUFACTURERS SPECS AND / OR NOA
'
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DI11Y 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 BUUKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD D®OR FRAME 1x MEMBERS ARE NAILED AND
I
2x MEMBERS ARE SECURI40 W/ TAPCIDNS OR RAF TO THE SUBSTRATE.
I
Reviewea 4or Code
Compliance
Universal Engineering
Sciences
if
s
a
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
FL#or Miami -Dade
FLORIDA PRODUCT
REVISION EXPIRATION
Product
Model #
Manufacturer
Glass Description
Method of Attachment
Building Design
Pressure
Product Design
Pressure
APPROVAL REVISION
DATE
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate anchors as
f;
✓
185 SH
MI Window and
Non Impact
shown in elevations and installation details.For anchoring through frame into masonry
(+38)/(-48)
(+50)/(-50)
FL17499.2
R1
10/08/2023
SH Window
Doors
/concrete use 3/16' tapcons with sufficient length to achive a 1 1/4" minimum
embed. Into substrate. Locate anchors as shown in elevations and installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. Locate anchors as shown in .
installation details,For anchoring through frame into masonry / concrete use 1/4"
MI Window and
ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum embed. w/
FL15353.2
RS
12/31/z024
Vertical Mullion
5764
Doors
Non Impact.
1" min, edge distance. Locate anchors as shown in installation details.
(+38) / (48)
(+48.1 /{-48.1)
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a1 1/4" minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16" tapcons with sufficient length to achive a 1 1/4" minimum
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
Non Impact
embed. into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+38) / (-48)
(+60) / (-60)
Doors
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws with
sufficient length to achive a 13/8" minimum embed. Into substrate. Locate anchors as
shown in elevations and installation details.For anchoring through frame into masonry
MI Window and
/ concrete use 3/16"tapcons with sufficient length to achive a 1 1/4" minimum
FL15332.2
R6
12/31/2024
Sliding Glass Door
Series 420 Aluminum SGD
Non Impact
embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as shown in
(+33) / (-41)
(+48.2) / (-48.2)
Doors
installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each side
of transom centerline to bucking. Fastener spacing @ 15' o/c max. @ head and jamb.
FL20461.17
R6
12/31/20z1
Opaque single
Smooth Star
Therma-Tru
N/A
Min. embedment of all anchors to be 1 1/4"
4
(+36 ) / ( 7)
(+47) / (-4/)
door with transom
'
R13(R14)
12/31/2038,
Double Garage
16.2x7 73 W6
Clopay
N/A
3/8" x 2-3/4"'Hilti sleeve anchors 6" from ends 22" O/C
(+29)/(-35)
(+36)/(-42)
FL16107.3
PENDING APPROVAL
Door
3/8" Simpson Titen heavy duty screw anchor with l' 1/8" OD washer into grout filled
CMU with min. embers of 2 3/4", min. edge distance of 4" and min. end distance of 4".
Double Garage
Max fastener spacing of 20". 3/8" dia. X 3"long lag screws with 1" OD washers with a
FL8248.11
R20
12/31/2023
Door (ALT)
8024
Wayne Dalton
N/A
1 9/32" thread penetration into seasoned dry wood supporting structure.
(+29)'/ (-35)
(+34.4) / (-38.3)
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between jamb
FL14170.7
R14 (R15)
12/31/2023,
Double Garage
Series 170-175, 177, 130-
Overhead
N/A
and bracket location. 2 3/4" min edge distance
(+29) / (-35)
(+34.4) / (-38:3)
(PENDING APPROVAL)
Door (ALT)
185,187
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per
I
shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2"
FL30310.1
R1
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
above each cutout. Drive nails straight so that nail :head is flush with, but not cutting
N/A
N/A
into shingle surface.
Miami -Dade approved corrosion nsistant tin caps and 12 ga. 1-1/4" annular ring
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in the
field.
FL15216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
i
FL5259.1
R' 2
12/23/2023
Underlayment
-Polystick IRXE
Polyglass.USA
N/A
Self adhesive
(Alternate)
FL17322.1
R7
12/31/2024
.,
Underlayment
(Alternate)
weatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment
Shield Granulated
Owens Corning
N/A
Self adhesive
ti
(Alternate)
FL27076.16
R1
3/28/V23
Underlayment
Weather Armor SB-1
APOC
N/A
Self adhesive
-
.(Alternate).
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A
Install per manufacturers recommended requirements.
N/A
N/A
FL19567.2
R2
9/21/2026
Off Ridge Vent
MMI
MILLINUM METALS
N/A '
Install per manufacturers recommended requirements.
N/A
N/A
(ALTERNATE) ,
FL33919:1
R1
12/31/2024
Soffit
Variform Soffits
PlyGem
N/A
Install per manufacturers recommended requirements.
(+31.6 ) % (-38:8)
(+157) / (-46.1)
Install per manufacturers recommended requirements.
FL15272.1
R4 (RS)
12/31/2023,
Soffit (Alt)
T2
Alside
N/A
(+31.6) / (-38.8)
(+75) / (-75)
(APPROVAL PENDING)
1/4"x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in "
R3
12/31/ZOZ1
Hurricane Panels
Z4 GAGE
Hurricane Storm
- N/A
concrete /mason 2 1/2" min. edge distance, 12' o/c max. spacing. Cbe headed
n`' g p g'an
N/A
(+47) / (-53)
FL16293.1
Less than 6' span
panel MFG.
screw or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
R3
12/31/2021
Hurricane Panels
24 GAGE
Hurricane Storm
N/A
concrete / masonry, 2 1/2' min. edge distance, 12" o/c max. spacing. Can be headed
N/A
(+45)/(-50)
FL16293.1
6' span or more
panel MFG.
screw or all thread but with wing nuts.
FL17147.1
IRS
6/27/2021
Zi 5 stem
P. y
Wall Sheathing
Huber
N/A '
Install per manufacturers recommended requirements.
N/A
N/A
Sheathing
James Hardie
Install per manufacturers recommended requirements.
Review
.d for Code
FL13192.2R6
12/31/2023
Lap Siding
Cemplank
Building Products,
N/A
Co
Universal
pliance
Engine€�
7l�r
Inc
seances
I Joists (2 Story
ESR-1336
N/A '
Install per manufacturers re commended' requirements.
-
FL1392.1
R7
1/1/2055
Only)
BCI
--
2194 HWY A1A, SUITE 30 i
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
j www.abdesigngroup.com
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