HomeMy WebLinkAbout6599 Cobble Bliss St99 2045—LANTANA99
FOR:
1HORMN
11 Pa
A~p4f�o
12602 TEI EC�C)M rDRIVE, TAMPA, FL_ 33637
T4el: (813) 740-9720 Pax: (813) 740-9715
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*STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
RgM BUgnn CODE, Fasmsmul,
STE EDf= (2017)
-AM IWAL AM STATE CODES
-OCCUPANCY RESIDENTIA4 GROUP R3
:CONSTRUCTION TYPE VB
10. INTERIOR FIM CLASS B
-RAMC MD SPEED Vult=150 MPH
Vasd=116 MPH
:EXPOSURE B
I -STORY RESIDENCE
.2-STORY RESIDENCE ifAX HEIGHT AS PER 1,OCAL
AND STATE CODES
ABV
A/C
ADJ
ALT.
AMP
BD.
CL
CAB.
CLG'
CLR.
CONC'
C
PT.
C.T.
D
DBL.
DG�
DUL
DIM.
DIS .
DP.
DEL
DS.
D
DW
EA.
ELEV.
W.
Fm
EXT.
FGJFX .
FG.
F
FIN -
Lp
FLUOR.
F . DR.
FIG
GA
GAR DISP.
G.F.I.
G .
Gyp . BD.
H.8
TLE
HDR.
HOT. OR HT
INSUL
INT.
ABOVE
AIRCONDHICNING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTERLINE
CABINET
C JIM
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHW HER
EACH AS
ELEVATION
EQUAL
EXHAUST
EXTERIOR
FIXED GLASS
F GAS
FINISH
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
NTEF14UPTER
GLASS
G UM BOARD
H SE BIB
H LLOW CORE
HEADER
HEIGHT
IN ULATION
INTERIOR
LAV.
LUM
M.C.
MFR.
MIK
M.T.
MTD
MTL.
NTS
O.0
PL
P.B.
PH.
PL
PLYWD
PIL
P.T
R.
RAD.
RAG.
REF.
RM.
R.O.
S C.
SwD
S.H.
SHT.
SHTHG
SHWR.
SIM.
s .
S GL.
STD.
SWS
TEMP.
TEM.
T.O.C.
T.O.P.
T.O.S.
M.
U.N.O.
V.P.
W.
W,
WD.
WOW
W/H
W.I.
LAVATORY
LUMINOUS
MEDICINE CA13NET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH HUTTON
PHONE
PLATE
PLYWOO
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN A IR OR LL
REFRIGERATOR1
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASnS
S NDARD
SHEAR WALL
SECTION
TEMPEREDGLASS
THICK
TOPO CURB
TOP OF PLATE
TOPOFS
TYPICAL
UNLE SNOTED
OTHERWISE
VAPORPROOF
WASHER
WITH
WOOD
WINDOW
WATER EATER
WROUGHT ]RON
DATE
DZSCRMON
06_/24/19
ADD 150 _C ENGTZITNG
ARCHITECTURAL SHEET # DESCRIPTION
07/24/19
AWED PENDENT UGHTING AT MOM
G jjH1t1fT
PpG 8410011t OTES
PG AI -FLOOR PLAN
PG A2F -ELEVATION *F" FRONT & REAR
;G 03 - "F
G IF EWCZ P114M & RIGHT
PG P1 -PLUMBING PLAN
PG MI -MECHANICAL PLAN
PG DI -DETAILS
PG D2-DETAILS T tpLILDVAL "G
PG D3-PRODUC PRO
PG WA12 AS' Y DE
G WA :W& DETAILS
;G WA D
P 3 Wff Ly ETO
W A.:W My DET
PG WA6-WALL SqMBLY DET
PG WAG -WALL MBLY DERN
-
07/04/19
ADDED STONE CAP NM ON Miff 21MATION
10/01/19
ADDED 1-50-D PWN ENODMER
10/11/10
UPDATED LED UGM FEE DJL BOMN
10/0/19
, UPDATID SIPAPATZ ILXCTRWAL DNTAnfi PER MIL NOWON
1"/19
UPDATED $DOWN COMMMUM MN USP
02/19/20
AD= 160-C FROM ZNGU"=
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
SQ.FT. CALCS
LIVM 2045, Sa FT.
GARAGE 4b4 ba FT.
ENTftY (ELEV. F) 35 60. FT.
C-OVEIRED LANA] 221 Sa FT,
TOTAL 2155 80. FT.
STRUCTURAL SHEET # DESCRIPTION
PG SI-FOUNDATION PLAN
G I OW 0
%D
PPG SsI.-21 L PLAN
PG SI.2A-DETAU-9
PG S2-I.IFT
EfEAM PLAN
PG S2.IA-D AILS
P 13-F
G ARtEMG PLAN
PG 3.1 9
TAU_
PG S
SIAB-DETAILS
PG S AC -ENTRY DETAILS
PG SNI-DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON Tins
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB,DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI a IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RESPONSIBILJTY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
FOR UNCLEAR ASPECTS OF THE
A R C N I T 1 9 T I
GZSO.!
W1 N. RONALD REAGAN SLI
LONGWOOD, FL32750
PH:407-774-6078
FAK 407-7744078
www.abdosigngroup.com
AA #: 0003326
r-BU13DIV. S. ;; I
SILVERADO
LOT #6
BLK #10
Pit0imcT#
03719.000-06101
MOIDEZA
"2045-LWANA"
BAKAGE OWWO:
RIGHT
PAGM:
COVER
SHEET
k50 MPH Uh
aPJNT 10/30/20
DATIM
8CALJC: 1/4"=I'-O"
811EICT
c
s
GENEM N07M
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
F13CR 6TH EDITION (2017) LINO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST NNDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. T14E CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR
FABRICATION OF THE WORK.
SFrE WORK
1 . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THEBUILDINGSITE
SHALL BE KEPT DRY 80 THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
5. THE ARCHTTECT/ENGINEER 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 REQUIRED CODES.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR 14AVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMA14ENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WTTHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES MD CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
ON -METALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN/WNCH GYPSUM BOARD OR EQUIVALENT.
8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
MER
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:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PiNE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
0. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F`1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %"PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5 ' ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION MEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EKITERIOR WALL COVERRIM
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTEMOR FMMM
I . MEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Va"THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-CID63-12&
3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & 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-CiD63 -15A AND R703.7.
RRE M815TANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2GYPSUM BOARD. R302.7.
EKTERIOR CELIN08
I . EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS NTH 1
114' TYPE 'W' DRYWALL SCREMS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS).
CONSTRUCITION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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.
EKTERIOR SOFFITS
I . EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE
INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017)
R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
A R 9 N I T I t T 8
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41 N. RONALD REAGAN BLN
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.rom
AA #: 0003325
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SILVERADO
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"2045-UNTANA"
GARAGE EVM90:
RIGHT
PACE:
GENERAL
NOTES
t150 MPH EXP.
I
F-PRINT 10/30/2
DATE.
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EXTERIOR MASONRY
WALL BFV� WEIGHTS SQ.FT. CALCS
H11111111111 LIVIWG 2045 84. FT.
4b4 Sa FT.
EN (ELEv. F) 35 Sa FT.
C*VERED LANAI 221 Sa FT.
TOTAL
11 FLOOR PLAN NOTES 11
- A" 0911104IN" AM P11101 I -AM OF *1 W OLD= UNLL
(OR SIDGIS OF MOM &M) TO FACE OF WALL STM UND,
ALL INTERIOR WALL& ARE S NUN.O.
DRYER YENTED TWIPIOU064 (VM. NOT GORM11410.
AIR C4PVMwfflWWR WT ON 44A"' IROANIED CONC— FIAD.
PAO ww* 6* MwM KOM OF STPICTLINE.
- 60 SORT ON " WNNRAL AND 6TANDAIND OUILOM
NOTE&
. ALL HAWTABILE 010" TO 9AVE AIW FALT CARCUIT
NrEpo"61prEpt
- ALL KILL WEIG44T 19LCCX Uk"6 SETUMIN FILLED CELLS
UTWW OPINING6 APO SHEAR 6.
TILE NICHE
TILE NICWE &HALL BE
PREFABRICATED 12AI21 SWARE
LATICRISTE BY HYDRO OAK
FtO. SLIALL BE 14.5'x I4.S'.
BOTTOM SLALL BE INSTALLED
AT b4' Ar-.F. UNO.
SHIM AND SECURE
RADIUS CORNERS, SEE
CZUNTER TOP
VARIES MATERIAL TO
PLAN
CAMINETS.
BRACKET 4
INSTALLER SWALL
BLOCKIWG
INSTALL FLAT
ELECTRICAL BOX
BAR REINFORCINGG
AT ENDS Or PARTITION
ARIE KJITCHEN 4 BRACKETS AS
BASE INECE66ARY.
WALL
CABINET
2-)e.&-X3b-114'
LOW WALL
2'X:' STUDS
*1 O.C.
W1 1/2'
CIWWA-L
/�,BAR DETAIL
�� �W-ALE, NTS
FLOOR PLAN
WALE, V4 - V-0'
0111110100
NNE
REE
ww"WIDow
MDM
MAE
MIN. WINDOW
IV
D
25/-33
CRITERIA
EXTERIOR &Uwa
18
b
24/-31
DR. MIN. CRITERIA
6J340. MitL
41
5
23/-21
CRITER A
I
16011V OAD.
112
5
2V.I/-22.1
SWO OAD.
bb
5
2L6/-21.1
BASIC WIND SPEED MPH - 150 (Vult)
INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG.
CAT.=11, EXP.=B, MEAN ROOF HT. = 14'-0'
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL LOAD VALUES FROM THE PRODUCT
MD
MANUFAC R. CONWICLOA18031WIS
ARCNITECTS
GWRn
OMOnc.
Al N' RONALD REAGAN SU
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
rounDiv. a Lot.;'
SILVERADO
LOT #6
BLK #10
PIROJICCT#
03719.000-06101
MODRIU
"2045-LANTANA"
CIAXAGE SWINCt:
RIGHT
]PACE:
FLOOR
PLAN
50 MPH EXP.
AREA OF AT71C 2755 SQ. FT.
NET FREE VENTILATION AREA REQUIRED 1/300
REQUIRED VENTILATION AREA 2755/300
9.18
VENTILATION AREA X SQ. INCHES PER FT. (144) 1322.4 SQ. IN.
MIN. REQUIRED VENTILATION IN UPPER
sx 1322.4
PORTION OF ATTIC
661.2 SQ. IN.
BLDG. W.T.
RIDGE VENTILATION AREA 125 SQ, IN. PER VENT
5' RAISED
662.2/115
STUCCO
SAND
[OFF
0 TAL#OF VENTS REQUIRED 5.74957
OTAL#OF VENTS PROVIDED 6
CRICKET
13' - 10* 15R3. WSTA CI-C., W3T.
'00 CENTRI
SQ. IN PER
D, STUCCO
SOFFIT VENTILATION AREA 11.736
1 1/2' STUCCO
FRIEZE
LINEAL FOOT
FRIEZIE
SWIW-%LE
661.2 /11.736
-4- BRG� W.T.,
Roor.
ITOTAL LINEAL FT OF SOFFITVENTING REQUIRED 56.3395 U N EAL FT OF
15
td t=j t:d F:j 7E3 I;=I t:d
*A REA OF ATTI C IS THE P ERI M17ER 0 F THE HO US E, LESS TH E OVERHAN G
L-J
..0.
S' RAISED
EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
W RAISED
STUCCO
-- - - - - - - - - - - - - - - - - - - - - - - - - - -
STUCCO
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15AND
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NOTE, WALL FENESTRATICN FLASHING AS PER FIDCR R103A
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MANUFACTURER'S SPECIFICATIONS
qT-
REAR ELEVATION.
TEXTURED FINISH
5' RAISED STUCCO
5AKD (TYVD)
I - - - - - - - - - - - - - - - - - - - - - - - - - - - -
,(—A)ENTRY DETAIL
SCALE, 1/4 - I'-V'
— — — — — — — — — — — — — — — — — — — — —
CORBEL 4 TRIM
FOAM
CORBEL
2 1/2' ROUND
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SIDE VIEW FRONT VIEW
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ELECTRICAL LEGEND
DESCRIPTION
10-
TMOARD SWITCH
-4-WAYOWITCW
#SYM.
-WAY SWITCH
IMMER OUTC44
Sw BUTTON
I 'a,
SOONNECT
rwERmosTAT
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504C
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NTEIRUPTERITAMPER RESISTANT TYPE)
IVV DUPLEX OUTLET (HALF OF OUTLET
AIRED TO SWITCH)
4p:
EXTERIOR WATERF'ROONGPI
RECEPTACLE (GROUND FAULT
NTERUPTER)
IVV I21JAPPLEX RECEPTACLE
IVV DUPLEX RECEPTACLE (FLOOR
"TOUNTED)
220V RECEPTACLE (4 WIRE
:;CINNECTOpv
L MOUNTED LIGHT
EILM MOUNTED LIGHT
L
ED CLG. LIGHT
_ T_LIGWT
LOOD L444T
LL SCONCE PRE -WIRE
NT FAN WITH LIGHT (I CFM PER W. FT.)
BULS LIGHT FIXTURE
BULB LIGHT FIXTURE
BULB LIGHT FIXTURE
48' TRACK LIGHTING
4TTIC LIGHT WITW FULL CHAIN
JNPER CABINET LIGHT
C2ffl
*4' FLUORESCENT LIGHT (RECESSED)
X41 FLUORESCENT LIGHT (SURFACE
T)
L,Ar'l
' x4- FLUORESCENT LIGHT (RECESSED)
Fol
M TsaRFAZZ—
x 1r)
CESS LIGHT
CES6 LIGHT (VAPOR PROOF)
ILING MOUNITED LIGHT WITH J-15OX
OPT. FAN
LECTRICAL PANEL (FIELD VERIFY
OCATION)
WTF=IR (FIELD VERIFY
OCATION)
IQ
-BOX (WALL MOUNTED)
-BOX (CEILING MOUNTED)
ILING MOUNTED PAN
G
PAN (I CFM PER Sa FT.)
14
JACK
0
DETECTOR (CEILINGS MOUNTED)
@
MONOXIDE DETgC-rCW-
I T 0)
me
NG MOUNTED OUTLET FOR dAPIE241-
OPENER
TV
JACK
-lq.-
PORT
NOTES,
LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANG
T015E VERIFIED * HOMECXLINER
FITRE-CONSTRUCTION MEETING.
ALL 15 4 20 AMP BRANC44 CIRCUITS TO BE AMC
FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION
20 AMP DEDICATEE) LAUNDRY CIRCUIT.
GPI * ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCcW-41ECT TO BE LOCKMT IN
PANEL
BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY
OF 50 CRI INTERMITTENT PER TABLE M1501.4 OF
PBCR 6TH EDITION (20M).
LAUNDRY ROOM RECEPTACLE SHALL BE GROUND
FAULT CIRCUIT- fNTERLPPTER PROTECTION FOR
RSONNEL ON FEEDERS)
WIRING METHOD SMALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE 300.4(BX2)
ALL RECEPTACLE TO 15E TAMPER -RESISTANT
ZPLELAMPS SMALL BE SELECTED BY BUILDER
AND 15% OF LIGNTNG MST AF ENERGY EFFICIENT
TYPE PER F.B.C. ENERGY C4146ERVATION
(RESIDENTIAl- ENEMY EFFICIENCY) 2011. &th
Fm MICRO/
WOOD ABOVE
OPT.
COAC44
LIGHT
7m
ELECTRICAL PLAN
SCALE, V4 - I'-V'
mall
LED LIGHTING
DOUBLE LAV.
BATH I ELEVATION P
METER
FIELD
E jFY
LOC.
LED LIGHTING
@ SINGLE LAV.
POWDER ISATW ELEVATION F
LED LIGHTING
@ SINGLE LAV.
15ATH 2 ELEVATION F
LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP
'NEC CODE #D2)
HOUSE PLAN: 1 2045 IMODEL
2045
ISQ, FT. GENERAL LIGHTING X 3 VA. PER SO, Fr.
613
2
20 AMP APPLIANCE CIRCUIT AT 15M VA EA.
3.
1
LAUNDRY CIRCUIT AT
I
1
RANGE AT NAME PLATE RATING OR COCIKTOP/OVEN
2,
1
WATERHEATER
14,
1
DISHWASHER
1,
1
CLOTHES DRYER
5
I
DISPOSAL
I
MICROWAVE
L 5001
1 E
1,2001
SUBTOTAL OF GENERAL LOAD
L65351
FIRST 10 KVA OF GENERAL LOAD AT 100%
�0'
REMAINDER OF GENERAL LOAD AT 35 IVA. X
MERAL
0.4
106141
TOTAL NET LOAD
20,6141
4TON HEAT PUMP 91 28AW X 240 VA
672(
10 KW ELECTRIC HEATAT 65%
650(
NETGENERALLOAD
52061,
NETTOTALHEAT
1322(
TOTAL _AD
3383,
FUTURE GROWTH 10%
3383.,�
CALCULATED LOAD FOR SERVICE
37,217 VAI 240 V=
155 AMP
200 AMP SERVICE REQUIRED
NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER
NEC 210-12 REQUIREMENTS.
NEU`rRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS:
14,2113 VA
3000VA @ 100)6, REMAINDER @ 3S%
NET LOAD
6,949 VA
RANGE: 12,ODD@70%
a400 VA
DRYER: 5,000@70Y.
3,500 VA
TOTAL
18L949 VA
NEUTRAL AMPACITY: 18,489/240 m 78 A
#2 AL MI N I MUM N EUTRAL CON DUCTOR.
PROVIDE 5 2/9) CU. I % — 00 2" CONDUIT OR
P"OVIDE 14/0 AL. I -A AL dNO rA 2" CIONDUIT.
(CONDUIT TO TEWINATE A910%e GOWIT - OVEP*4ANW
200 AMP ELECTRICAL RISER
NOT TO
GamplIAL NOTE&
COMINATION
200 Al
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CONDUIT OR PROVIDE A 40 ALUMIH&l (AL) IN
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C4MRANY COOMINATE UM THE 11ILECTIRIC
C4MPANY PIROR TO MD.
1 -4 CU 6ERVICE 60110LINO,
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DATIC:
8CALW. 1/4"=1'-0'*
BREET
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HVAQ NOTES
1. ALL MECHANICAL ECMIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING. PER
t'M. RECUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE 6EALE0 WITH GLASS FAIS 4 MASTIC. AND
INSTALLED AS PER F15C 6TW EDITION (20n) MEC44ANICAL BLDG. C4DE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C14IMNEY OR VENT
OUTLET, OR SANITARY GEWER VENT OUTLET
b. ALL EXHAUST AND OUTSIDE AIR INLET DUCT6,914ALL BE CONSTRUCTED Or SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FDC 6TW EDITION (2011) MECHANICAL CODE SECTION 603
6. ENCL06ED SUPPORT MATPON16 614ALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION
(2on) MECHANICAL CODE Sow
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHINGM FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FOC &TH EDITION (2011) MECHANICAL C40E SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE
RETURNED, TO ECIUAL AIR EXHAUSTED.
S ALL PIPE RATED CEILINGS AND WAL.LS 614ALL HAVE AN APPROVED FIRE OR FIRE/&lOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE66 DOOR$ TO
RESET DAMPER. ALL DAMPERS SHALL ME INSTALLED TO MFG. RECOMMENDATIONS AND I= 6TW
EDITION (2011) MEC-14ANICAL CODE SECTION 601.
hV. GRILLES AND DIFFUSERS WALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A PANTECH 05F 15006TER FAN OR EQUAL.
PANTEC44 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WIT14 MAX. SIX ELBOWS.
NOTE
ALL 14VAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
00
00
EXTERIOR WALL
PLE14UM
M
_--AIR RETURN
SUCTION AND LIOJID
AIR SUPPLY
REFRIGERANT LINES
AIR HANDLER
IFETURN
EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORWMI
C40NDENONG UNIT
WMEC4ANICALBLDG.C=E
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
POOR 6TI-I EDITION e2011)
SECTION MV12.4
HVAQ
DRAINS
SCORIATED NICKEL
BRONZE FL. PL.
FIN. FLOOR
OR L
PITTING OR EXTENSION TO
SOIL OR WASTE AS
REQJIRED
WADE 8240-K JOSAM 56WO
INSIDE SERIES NICKEL BRA" TOP
CAULK P.VJC OPTIISPEC
LEGEND
0
OUPMY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TRLW
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR OW
CEILING. EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
OIA
OUT61DE AIR
(D
T14EMWOTAT
M
PASS-TI-ft AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3A&'>(2* TAPOONS UNIT r/-SIMPSON W15 ROLL STRAP
OR EGIUAL
_'_�'-\1_61ECURE STRAP TO UNIT kLV (2)
4'CONCRETE SLAB %XI 114* SPIT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE- MAIN COND. DRAIN 314'DIA.
OVER HEAD * 121 FROM STRUCTURE
COUNTERSUNK
CJO. PLUG
FIN. GRADE
OR PAVING
SEE OPEC.
I'-&'XD'C,ONC.
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REMIRED
OtEXX�T. GROUND CLEAN -OUT (TYP.)
(i)FLOOR SLAB CLEAN -OUT (TYP.) NT5
NT5
MECHANICAL PLAN
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A A C N I T I C T S
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LONGWOOD, FL327150
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LOT #6
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14' CL& BOARD7
1/2' DRYWALL
SEC-Lm IST. —
KAM TO &AS
W/ I" MASONRY
NAIL * 32* Or -
MAX
FK Put
2X4 WOOD
STUDS *24'
OC.
NOTE: STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, UMERE
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2xro, WHERE
SPACED NOT MORE
THAN 24' O.C.
(a)TYP. INT. WALL (NON-BRG.)
1\ �' SCALE, 3/4'.I'-C'
r-15ER031-AS6 614ING-LES,
OVER wM FELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION RWbJ.1
ON J'O.SJ5. GHEATHIWG
OR 1, Cox PLYWOOD
SECURED PER
FASTENER SC14EDULE
PIM-EP43 TIMM
M. DRIP EDOE
2x FASCIA PER T YP
ELEVATIONS 0J4.
VENTED SOFFIT
j5/8' OYPSUM Ek
OR 1/2, HOW
STREWGTH CL&
BOAFV
S' DIA SLEEVE,
DO NOT CUT
50NO BEAM -
SOLID GROUT
W/ (1)- 5
(2) COURSE
00 NOT CUT
THE 50NO
BEAM
REISARS
,/�2APIPE THROUGH BOND BEAM
SCALE: 3/4'-1'-0'
SEE ENEWSY CODE FORMS
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
--R-4.1 INSULATION —
WINDOW ATTACHMENT
AS PER MANUFACTURES
�:Z'Z—SPECIFICATIONS
REFERENCE
STIIILICTURAL
Ix2 P.T. FURRING —
STRIPS a 24' O.C.
FIBERGILASS SHIW31-ES
OVER 030 FELT PAPER
OR SYNT14ETIC
PRODUCT, INSTALLED
PER SECTION RWb.]J
ON O.G.B. SWEATI-IM
OR COX PLYWOOD
SECURED PER
FASTENER SCHEDULE
PRE-ENrx TRUSS
MTL. DRIP EC*E
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK 2 COAT PORTLAND
1/2' THICK 2 COAT PORTLAND a, Cm CEMENT PLASTER APPI-IED
DIRECTLY TO MASONRY
CEMENT PLASTER APPLIED 1/2o GYP. ILL. W.
DIRECTLY TO MASONRY
WOOD BASE
1-01 FIN. rLft
TYP. WAI.L SECTION
1E �NO OP�ENIWG
PER SECTION W511 - FOR ROOF
SLOPES 2:12 TO LESS THAN 402, A
1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM
'\D�l SCALE, 3/4'-I'-C' 15 REQUIRED. FOR ROOF SLOPES
OF 4:12 OR GREATER (1) LAYER
UNDERLAYMENT 15 PERMITTED BUT
MUST BE PER ASTM D226 TYPE 11
ASTM D 486S TYPE Iv, OR ASTM
6151
ke Lra
�Gummpmo"Lpa
=DAN
t-2B'NGAS LINE THRU BLOCK
\P-V —r—
FIBER31-ASS SHINSILES
OVER 4W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
Rwo.13 ON Ik Ohm.
SWEATHIN3. OR J. COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
I..,.
TYP.
MTL- DRIP ED"
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
PRE-Ema� cvAoLE TRUSS
WEEP 8C*MEO
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK 2 COAT--1--
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
01-01 FIN. FLR.'L
-4
r3"�GARAGE DOOR JAMBS
K:!!) SCALE: 11/2*-)'-0'
2X4 SPF 24' OZ. MAX,
SECURE LUf (2)12d NAIL&
* EA. END
,'�2x 18L OCKIWG BETWEEN TIRU86ES PIISERGSLASS SHIWGLES
PER STRUCTURAL DETAILS OVER 030 FELT PAPER OR
SYNT14ETIC PRODUCT,
INSTALLED PER SECTION
RWb.LI ON J' O.SZ.
T AT ALL UPR*HT SHEATHING OR J' COX
R STRUCTURAL DETAILS PLYWOOD SECURED PER
FASTENER SC44EDULE
PRE-ENG3 WD. TRUSS T MTL. DRIP EOM
IPER ELEVATION 2x FASCIA PER
IF ELEVATIONS
CONT. 2x RAT RUN SECURED PER
STRUCTURAL DETAILS VENTED SOFFIT
SEE ENEIVAY CODE POW16 FOR
INSULATION R-VALUES PRE-EW� OADLE TRJ&S
,,kPER ELEVATION WEEP SOMED
5/&'GYP&JM BOARD OR 1/2' 2x P.T. SECURED PER
1-11014 STRENGSTH CLO. BOARD STRUCTURAL DETAILS
R-4.1 INSULATION 1/2' THICK 2 COAT
WINDOW ATTAC441ENT AS PER PORTLAND CEMENT
MANUFACTURES SPECIFICATIONS PLASTER APPLIED
DIRECTLY TO MASONRY
--------- REFERENCE
STRUCTURAL
Ix2 P.T. FURRNrj
STRIPS * 241 OZ.
1/2'GYP. UL. 150. C
MU
WOOD BASE
a, cm
91 F
TYP. WALL SECTION
�P �NO O�PENIWG ��
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\,Q1 SCALE, 3/4'.)'-C'
01-01 PIK FLFIL
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PH: 407-774-607B
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I"BUDDIV. ac Lo
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PAGIC:
DETAILS
%L50 MPH EXP.
F-pancr 10/30/26'
DATIM
SCAXJL- 1/4"=I'—O*
BHE=
111,. D
laa
2X6 P.T. - CENMIt OP DOOR WEAC6M 83CUMM
UW (1) U2' X V J-MXT
W 4'MRL V-18SWIIIINT
WIV 2' X 2' X V6' WA"It 4 WT
OR
F q) 112' X S!jtb� INXTO
lv*'QAAewm 4 �w7 I I
IB
2. C.N
Is IFLAT TO SIX
V MAGOHIW
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---2X6 CAMAW V00Ft 6= MCM-0—
IE W (b) V2'x V J-DOLT OR ANCWR
sol-T6, Uw WV11K 01WXVIIIIINT, V 2'
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V OF TCOM (V UTHN S. OF THE Dyn
(s) EVOLY GPAA=.
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al
&
IN
NOT11146
ALL ANCWOM SWALL W IN ACC0FtOA*-E TO
MAMPACTUMW6 WTALLATWN INGTOWCTI" UMM
m� RAT�le*A � � fi�
GARAGE DOOR
/-I�\BUCK ATTACHMENT
\p-V — --
lDRYWALL
flT-l*X4' OR VX2' P.T. NAILER
bc4 P.T. OR %'X4' MIR
SECURE THRIJ FRAME 4
0 EXTEND 1-)14' INTO BLOCK
W/ Wb' TAPCONS
(MIN SHANK SIZE .14b
MIR'HEAD SIZE 3"
MIR EMBEDMENT I-Y,'
WITHIN WOr EACH END 4
18' OZ. MAX SPACIWG
DOOR CASIWG
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOM SHIM AS NEEDED TO PLUMS JAMB
(DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3/4 OR +5/4
OME2VINDO_7W TO BLOCK +3/4 OR +5/4
A RT.S.
, KT.S.
2X4.m
SECURE TO BLOCK W/ V
TAMONS OR
(MIR 614AW 61ZE J45
MIN. 14EAD 61ZE 300
MIN EMBEDMENT I Y49
WITHIN S' Or EACH END 4
18' Or- MAX 6PACINS�
MS.=
6ECURIE TO BLOCK W12-%*
TAPCONG(MIN. SWANK SIZE
.145
MR HEAD SIZE -1400
MR EMBEDMENT 049 —
WITHINV OF EACH END 4
--s' cm
IVOZ. MAX SPACIWA.
Z-V DRYWALL
2X&=
n
�/-VXW OR VX2' P.T. NAILER
SECURE TO MOCK W/2-W&I
CAS
TAPCCN6
1 Lai
011N. SHAW SIZE .145
CAAOT:TAC.44
MIR HEAD SIZE 300
JAMB OR WINDOW
MIR EM15EDMENT 1 Y49
TO 2X PER
WITHIN VOF EACH END 4
MANUFACTURES DETAILS.
18' Or- MAX SPACIW�
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEV)149
DOOR JAMB TO BLOCK +I-llg'
TO BLOCK +1-1/2-
nB
,,PNW
E, RT,5.
2X4=
SECURE TO BLOCK ILV V
TAPC" (MIR SWANK SIZE
.145
M K HEAD SIZE 300
MZ EMBEDMENT I Y4')
.".- .. — — — 4
18' OZ. MAX SPACIMm
NOTE: STRUCTURAL 2X
MUST BE ON OUTSIDE 4
2x6m
SECURED TWROUC04
SE0JRE TO BLOCK W/2-%'
NCN-6TRUCTURAL 14-
TAPCONS
TAIPCON MR I-Y4'
(MIN. SHAW, SIZE J45
EMBEDMENT INTO BLOCK
MIR HEAD SIZE -400
a, cm
MIR EMBEDMENT IX49
)J'DRYWALL
WITHIN WOF EACH END 4
16' OZ. MAX SPACIW�
*X4' OR I'X2* P.T. NAILER
2XSgm
SECURE TO BLOCK W/2
O.SJ5 * X 4'MIN
TAPCONS
(MIN. SHAW, SIZE .10
DOOR CASM
MR HEAD SIZE 33"00
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y49
ATTAC44 TO 2X PER
WITHIN S' OF EACH END 4
MANUFACTURES DETAILS.
IV OZ. MAX SPACIMm
NOTE: SHIM AS NEEDED TO PLUMS JAMB
(DO NOT EXCEED 49
DOOR JAMB TO BLOC
VbWW-TO BLOCK'++11i5NO""
\,�/SCALE. KTS.
2X4,m
SECURE TO BLOCK W/ )W
TAPC4NS
(MIR SHAW, SIZE t4b
MIR HEAD SIZE 300
MIR EMBEDMENT I Y49
WITHIN V OF: EAC44 END 4
NOTE, STRUCTURAL 2X
18' OZ. MAX SPACIW�
MUST BE CN OUTSIDE 4
2x6m
SECURED THROUGSH
SECURE TO BLOCK WAI-Vo-
NON-6TRUCTURAL Vo-
TAPCONS
TAPCO14 MIR 1-Y4'
(MIR SHAW, SIZE .14b
EMBEDMENT INTO BLOM
MR HEAD SIZE -100
MR EMBEDMENT 049
V cm
WIT14IN V OF EAC44 END 4
DRYWALL
IV O.C. MAX SPACIWm
/-V
VX4' OR I.X2' P.T. NAILER
2XS�
SECURE TO BLOCK Wr2-%'
CASIWa
TA1000NS
rATTACH
(MR SHAW, SIZE .145
MIN. HEAD SIZE 30V
DOOR JAM15 OR WINIDOW
MIR EMBEDMENT I Y49
TO 2X PER
WITHIN D' OF EAC44 END
MAhUFACTURES DETAILS.
ID' Or-, MAX SPACM
NOTE: SWIM AS NEEDED TO PLUM15 JAM15 (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2
VDFDOW T"O BLDC 4�"
K +2 ly
D :7
7 E, KT
CAL T
2X4m
SECURE TO BLOCK LLV Vo-
TAPCONS
(MIN. SWANK SIZE J45
MIR HEAD SIZE 300
MIR EMBEDMENT 1 V)
WITHIN D' OF: EAC44 END 4
NOTE� STRUCTURAL 2X
18'04. MAX SPACING�
MST ISE ON OUTSIDE 4
2X6=
SECURED THROUG314
SECURE TO BLOCK W/2.%.lION-6TRUCTURAL
TAFr.ONS
TAIRCON MIR I-y4'
(MIN. 6HAW SIZE J4b
EMBEDMENT INTO BLOCK
MIN. MEAD SIZE 300
` cm
MIR EM15EPMENT I Y49
V�lry DRYWALL
WITHIN S' Or EAC44 END 4
18' Or- MAX SPACIW�
'X4' OR VX2' P.T. NAILER
2X&�
acuRE To BLOCK wn-%,
TAPCONS
(MIN. SHAW, SIZE J45
MIR HEAD SIZE 300
�:=JAMB
MIN. EM15EDMNT 1 YV)
OR WINDOW
—ATTACM
WITHIN W OF EACH END_�/
TO 2X PER
ID* O.C. MAX 6PACW�
MA1,IUPACTJRES DETAILS.
DOOR JAMB TO BLOCK +3'
t-v'%—aRl m BLOCK +3"
2X4=
SECURE TO BLOCK W/
TAPCONS
(MIN. SWANK SIZE J45
MIR HEAD SIZE 34W
MIR EMBEDMENT I Y49
WITHIN 8' OF EACH END 4
NOTE- STRUCTURAL 2X
18' OZ. MAX SPACM.
"JOT 15E ON OUTSIDE 8
2x&=
SECURED THROUGH
SECURE TO BLOCK W/2-%'NON-STRUCTURAL
%'
TAPCONS(MIR SHANK SIZE
TAIRCON MIN. I-h'
J45
BwOEOMENT INTO BLOCK
MIR HEAD SIZE 300
MIR EM15EPMENT I Y0
WITHIN 8' OF EAC14 END 4
DRYWALL
19' OZ. MAX SPACWs.
2X&.�
/-I-X4- OR IW- I-J. NAILER
SECURE TO MOCUW/2-W6'
NO 2X SECURE TO
IZE
TAFr.ON6(MIhL 614A ZE
e
a T ICTURAL MEM58R
!2)1'2.�
.145
WITHIN V OF EACH
MIN. HEAD SIZE 300
AATTACH
END 4 6- To 6- Or- MAX
MIR EMBEDMENT 1 Y49
"---0OOR CAOM
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
16' OZ. MAX SPACW�
TO 2X PER
mAmPACTURIE6 DETAILS.
NOTE, SWIM AS NEEDED TO PLUM15 JAM15 (DO NOT EXCEED)4,.)
DOOR JAklB TO BLDCK +3'
(DOCALE, KTA. ][,TO BLOCK +3"
2x4m
SECURE TO BLOCK WfY4'
TAPCONS(MIR SHANK SIZE
j4S
MIN. HEAP SIZE 300
MIR EMBEDMENT I Y49
NOTE, STFUCTURAL 2X
WITHIN WOr EAC44 END 4
MST BE ON OUTSIDE 4
IV Or- MAX OPACIWG.
SECURED THROUGH
2X6.=
NON-STRJC-TURAL
SECURE TO BLOCK WA-114'
TAPCON MIN. 144-
TAFACONS(MIR SWANK SIZE
EM15EDMENT INTO BLOCK
.145
MIK HEAD SIZE 300
CMU
MIN. EMBEDMENT I Y49
V DRYWALL
r1l,
WITWINVOPEACHEND4
IS* OZ. MAX OPACING-%
X4' OR IW' P.T. NAILER
2XS�
SECURE TO 15LOCK WA-114'
O.SJ5 X 4- MIR
TAPCON6
�1000R ;�NG
(MIR 6WANK SIZE .14b
MR HEAD 61ZE 300
�'DOOR
MIR EMBEDMENT I Y49
JAMB OR WINDOW
WIT14IN 6' OF EAC44 END 4
TO 2X PER
w OZ, MAX SPAcNG. -
MANUFACTURED DETAILS.
DOOR JAMB TO BID ;'71/
BLOCK CKV 6t6*
rr-% —Womw TO +3
\,VSC,ALE- N.T.S.
2X4m
SECURE TO BLOCK WA4'
TAPOONS
(MIR SWANK SIZE J4D
MIR 14EAD SIZE 3300
MIR EMBEDMENT 1 Y4.)
WITHIN D' OF EACH END 4
NOTE, STIR114TURAL 2X
ID' 0Z. MAX SPACIING.
MST BE ON OUTSIDE 4
2>*�
SECURED THROUGH
SECURE TO BLOCK wei-im-
NON-STRJCTuRAL V
TARCONS
TAPOON MIR I-V
(MIR SHAW SIZE J4b
EMBEDMENT INTO 15LOCK
MIN. HEAD SIZE 300 —
MIR EM15EDMW I)V)
��ol
CMU
WITHIN 81 Or EACH ENE) 4
/-V DRYWALL
Ia. O.C. MAX SPACING.
I.X4' OR VX2' P.T. NAILER
2XS�
SE0IJRE TO BLOCK W11-114'
I P.T. X 41 MIN.
TAPOONG
OOR CAOIW3
(MIN. SWANK 61ZE J45
MIK 14EAD SIZE 300
MIR EMBEDMENT I X 9
AE&ND
DOOR JAMB OR WINDOW
D
WIT14IN V or- EACH 4
TTAC4.4 TO 2X PER
IS' Or- MAX SPACIWI,
MANUFACTURES DETAILS.
NOTE. SHIM AS NEEDED TO
PLUMB JAMB (00 NOT EXCEED 49
DOOR JAMB TO BLOCK +3 3
AF
IMW D--BWCK-.+$ 4
VV SCALE, KTA.
A R 9 N I T I C T I
6
n
GRWOMUO.nar-
41 N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003325
0
llij
SUBDM &a Loorill
SILVERADO
LOT #6
BLK #10
PROJECT#
03719.000-06101
UODEX.
"2045-LANTANA"
OA-nAOZ NIVaNG:
RIGHT
PAGE:
DETAILS
U50 MPH EXP. Bj
D r:A"
CITU 10/30
SCAI.M- 1/4"=l'-O"
B*M]o
D2
PRODUCT APPROVAL LISTING -STANDARD
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 F8CR
12/31/2020
1147397
SIMPSON
STRUCT. COMP.
WO-00 CONNECTORS
2017 FBCR
12131/2020
12473*1
SIMPSON
STRUCT. CONIP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
l 3 "o
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2027 FOCR
12/31/2020
0
110456.3
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FOCR
12/31/2020
8 2.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 F8CR
12/31/2020
R1397'
13872.4
138
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
1Z/31/2020
13872.8
8 B
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
In .
13872.7
SIMPSON
STRUCT. CDMP.
WOOD CONNECTORS
2017 FOCR
12/31/2020
'.30 .1
13872.12
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
22/31/2020
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
1Z/31/2020
10456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10447.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10441A
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2027 FBCR
12/31/2020
1'
11496.3
'3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2027 FBCR
12/31/2020
10M,2
10 M
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
21496.6
9 .
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
17,/31/2020
11495.5
E
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
'j.
10"1.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
12/31/2020
10531.20
SIMPSON
STRUCT. COMP.
WOODCONNECTORS
2017 FBCR
12/31/2020
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FKR
12/31/2020
1065S.7
SIMPSON
STRUICT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FOCR
12/31/2020
FL23352
PLYGEM
PANEL WALLS
SOFFIT
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL26SO3.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL18644.2
MI WINDOWS & DOORS
FIXED GLASS
2017 FBCR
11/19/2022
FU7676.10
MI WINDOWS & DOORS
SINGLE HUNG
2017 FBCR
12/31/2020_
FL 15332-R5
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2017 FKR
lZt3l/2020
FL#15353-R4
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2017 FBCR
12/31/2020
FL#15353-R4
Ml WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2017 FOCR
12/31/2020
FL 25076.1-RS
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FBCR
12/31/2020
FL S684.2 - R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2027 FBCR
12/31/2038
FL 15279.20-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 5891.3-R6
THERMA-TRU
EXT. DOORS
W-r EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7347.2
THERMA-TRU
EXT. DOORS
8'-0" EXTERIOR DOOR
2027 FBCR
12/31/2020
FL 7630.2-R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR W/SIDEUTE
2017 FBCR
12/31/2020
FL 9223.5 - R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. ONE UTE DOOR
2017 FBCR
1Z/31/2020
FL 5891.44t5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FBCR
12/31/2020
FL 10758.1-R7
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
12/31/2020
FLlS216.1-R7
OWENS CORNING - RHINO UZ0
ROOFING
UNDERLAYMENT
2071 FBCR
12/31/2020
FL 3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2017 FBCR
12/31/2020
FL 10477.24t5
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL13192.1-RS
JAMES HARDIE BOARD
SIDING
2017 FKR
12/31/2020
FL 13223.1-R4
JAMES HARDIE BOARD
SIDING
2017 FKR
12/31/2020
FL 23265.1-R3
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 7006.149
IKO
SHINGLES
30 YEAR
2017 FOCR
9/6/2021
FL 158.1
CASTCRETE
STRUCTURAL
LINTELS
2017 FBCR
5/21/2022
THIS IS A COMPILATION OF PRODUCT APPROVAL LIS71NG IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @
YVWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020
A 111 6 N I T I C T 8
DNIF'n
GrWourO,.
41 N. RONALD REAGAN SO
LONGWOOD, FL32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
AA #: 0003325
mj 'I
SILVERADO
LOT #6
BLK #10
FMOJWT#
03719,000-06101
DWDM-
"2045-LANTANA"
GARAGN 111MUM:
RIGHT
]PAGIM
PRODUCT
APPROVAL
LISTING
U50 MPH EXP. a)
rpn'NT 10130/20
DATAI:
BCALIM 1/4"=l'-0'*
9 NT
19m D31
PREPOINIM1110 OCNTNOL Jn
PLANSE OF CONTROL JOINTS T
BE 10111100 TIED TO LA114 0 V
Of- MAX (YERTA Nam, DO
NOr I-A&TEN C40NTIWL JOINT TO
A.. NYM 11 STUO 11)(16TS
IWYOW EMEPT STAftfff IIJV
%'LS3 MAY IN UND TO TEMP.
SECURE CONTROL JOINT
DURM INSTALLATION --\
FASTENERS TO 05 SPACED-7
* I' Or� rAAX VERTICALLY /
"'TI41&3 COAT CMIENT
WO LAYER -2. FORTIMISER
BUILM4 I -AMA
APPROVED MTAL LATW
FASTRIOD 01' (VERT.) = MAX
AT &UPPORT6
IUM LAYER R,
STUCCO ~
WOOD SHEATHINd.
LATW GWALL NOT
IN CONTINUOUS HK
TwROUfm4 CONTROL
JOINT& BUT SHALL
BE KOF"D ANP
TIM AT RACI SIDE,
FROV= 2X4 OLOCKNG
MIR ASTM CW*3
ftA=D PLAT MAX 6' TO V
FROM C40NTPROL JOINT WHIP4
NaM
L FASTENERS I= LAT14 TO IN NAILS OR
C424TOWL JOINT FALLS ON
STRUCTURAL &TUO
STAMM N C40MMIANCR ItV ASIM CW&l
2. UAW TIES TO IN (NO. W) 004*W UAW
1. SLOCKNO ON004 MAY BE IN APPIT
TO WALL STUDS MCUR110 PER MAN
L POW &AM= -
In. A
L COMAN F-r. 8
IL CRIA" pr. 0
zj; j
OW RPM OVOMAP
Ilux"m Vp SaLm
4mmAymm � - Y
FAGM 4' Or- MAX
rO L FIMZ BOARD - Pr, A
CNILAN . rn. a
CPKAIE 0 Fr. C
FoLp rr. c 0�m pr.
YLL Pr. c TowcXm
ROMM PLANW
,=morrom
� a-AT-ot _rbmw
FLANMW
W_4L fo�l 02
wmcw.
I COAT CMIMNT
(PpArma W. I C*AT
PRAM OLT;
mmj�m ~
Awwww
;AMPA
OLT;
womcm
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u4LL PLAomm
�-= PLAIMM (00
PEIM.L KxXm
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6H&L BE LAPMO A MIN"J"I OF
61 a YNOTicAL L� (ROLL
ENDS) 4 6' - WORIZONTAL LAPS,
ALL NAM& NEED TO IN TAMD
UT14 FORTIINK SMATIMM TAPE
LATH VERTICAL LAP TO ME P
IT rwAL LATW
00 LAYER 9,
STUCCO URAP
LATER -2, FORTINDER,,,
_�&_JLIPM PAMIR
ro'\PAPER LAE!
��WALK' ITF-i'-i7 '
(a) KICKOUT
DETAIL
WATM TOW ft� (MOO 00
SoLow
NOM,
6n;6 LW6 OF MTAL
MASTER BASES SWALL
BE SECURED TO
T1,41Y SWALL IN TED
INTUREN SUPPORTS
UTW OL0415-IK (121-1)
WNW AT KTERVALS NOT
MOM THM V On-MMA
AS PIER ASTM C063
IAL
FOR PWAIR Cl- TRANS
IN URS LAYERS. TEAfth
MAY IN I-ATCA-100
100014OUlle ~ TAPE
MR ImAIAr OPEC. OR
PEEL a STICK
WOOD STIC
&EATHW.
GTUCCO
J' T1410K 3 COAT CiPEW
MASTL
'R
PETAL LAT14
WR8 LAYER -2, FORTFINK
ISUILOM PAMR
MRS LAYER -1.
STUCCO ~
WOOD SWEATHIWx OR cmu
URB LAYER 61,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER (CM)
METAL LATH (FRAME ONLY)
-LAP WRIB 4 TAPE OVER
ROOFAVALL SCREED
z , 5'X5' V TYPE CONTINUOUS
T GALV. METAL FLASHIWx
(NAIL TO ROOF DECIr, NOT
WALL SHEATHWS)
CAP SHIW_%LE - 00 NOT NAIL,
INSTALL WITH ROOF CEMENT
ff�-:
"/-- RJCCF PER ELEVATION$
L" FLASHING.
N.Tb.
~ KATZRIAL) OVIER
APPROVED NOUN ~.
- . A
11 On LESS PIPE
CUT AND OVERLAP OM SIDE
SELP-AVII-CM4 PIRMIlIt"
PLA.04M
STEP 44
INSTALL FASTENERS (CLIP%,
STRAft, STAMM) AS
woul or I TO SECURE
P4M/ UARE TO FRAMM
N.T.S.
LEGEND -
DRAINAGE FLANE (WR5
LAYER 1*1, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER ......
5UILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER 5ECTION
R103.-I.I/,45TM C-641-013, MIN. 2.5 L55.
FDER5Q- YARD (UTILITY OR NOMINAL
LATH DOE5 NOT MEET SPECIFICATIONS)
mmm"N
F'A K C N IT I G Ts
6
Ir.111ae.
Lalwal n
G r2o Vur0h !
1441 N ' RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesignVoup In
AA #: 0003325
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BLK #10
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03719.000-06101
MODZIA
"2045-LMTANA"
GAIIIIIAGE JBIVING:
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS
U50 MPH EXP.
BACXER ROD
BACKER ROD
WIRE, LAYER -1,
ATLk-�—n I&M
INSTALL 6' SELF-AD14ERM
MZMMpAqE PLASWIWG OVER
TOP, SIDE($) AND BOTTOM
PLAWKS OF: NON-MOVAISLE
FRAME OF THE E>04AWT.
W.Q9W.9_0 FLASHING, TO SE;
L BOTTOM, 2. SIDES- 3. TOP
VENT CAP 16 TO BE SET IN DEP
OF: SEALANT AT TOP AND
SIPES ONLY. SEALANT 18 TO ISE
TOOLED 60 AS TO DEFLECT
WATER AWAY FROM JOINTS_
E-Z 15EAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDESd'4'CAULKM * JOINT
ALL AROUND
PER SECTION R703.7
E)Mft IaftM arld pkftft
Exterior use of portland cement plaster
shall comply vAth the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOOPED VENT
THicr, 3 COAT CEMENT
PLAbTER
METAL LAT14
WRIS LAYER -2, FORTIFIBER
BUILDINda PAPER
WOOD SHEATHING.
DRYER
VENT (FRAME)
WOOD 6WEAT14W.
WRIS LAYER -1,
STUCCO WRAIP
W1115 LAYER -2, POWIFIBER
ISUILDINd. PAPER
WOOD —
0"TUCTION
—METAL LAT14
a, CMU VINYL CASM MAD
6' RAISED BAND
X 11 _10=WALL
kT
61 mom STRIP GELF
ADHESIVE FLASHING.. CLEAN
MASONRY BEFORE APPLYIN0.
Z FLA6WINQ
STONE VENEER
OVER SCIRATC14 COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER ------
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
SELF-ADHE51VE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R*103.1.1 / ASTM C-84-1-013, MIN. 215 L55.
PER SQ. YAF;LIJD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHIW_%
UNIT
FIREMANI.F. DRYIER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT *
TOP 4 SIDES
(@ DRYER VENT (BLOCK)
BUILDING PAPER
OVER:QUICK
PLAS14
PIPE TWROUSH
WALL
6' SELF ADHESIVE —
PLASHIN63 (INSTALL
PER MANILIF. SPECS.)
BUILDING PAPER —
UNDER 'GUICK FLASH'
A VENT PENETRATION
SCALE: KTA.
ELEC. METEF
VERIFY LO
"Amcm IL-� rK=L_=Iv=
STUCCO SCRATCH COAT
4 1 COAT OF: PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
CONSTFAICTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR15 LAYER 02, FORTIRIBER
BUILDING PAPER
THICK, 3 COAT CEMENT
Yo' TO Ya' MID -WALL
WEEP SCREED
6' SELF-ADWESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
CUT OPENINIGG N
AF"ROVED WOUSEWRAP
" SOX INSTALLATION
WRIB LAYER 01,
STUO4CO WRAP
WOOD SHEATHING
APPRjPVED
WOLISEWIRAIP
BELOW
—ELEC. METER FIELD
VERIFY LOCATION
CUT SU04 TWA
NO MEMSRAW
\—APPLY
ENTER$ BOX,
STUCCO SCRATCH COAT
APPLY TO FA9
EC*E
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC:
15OCYANOTE-POLYBLEND FOAM
)R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
:0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
@ELECTRICAL CONDUIT
) PENETRATION
APIPLY E-Z
OVER 60 MI
CvRADIE '0'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD "ATHW.
,41111115 LATER -1,
LAYER -2 , POWIFIBER
ISUILDINS PAPER
METAL LAT14
WOOD —1/8* TRXTU"D
0"TIRUCTION FINISH 6 WOOD
FADTIE14 TO WOOD STRILICTURAL
M191BER - V Or� MAX
)6' TO)J' M112--WALL
usse 2d�
WIDE STRIP SELF
ADHESIVE PLAGWING, CLEAN
MASONRY BEFORE AF"LYING;
�/_ PH04 e MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCKI
STEP 1*1
5TE1= *3
5TEFD #5 5TEF 1*6
(�) ELECTRICAL RECEPTACLE
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
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PH: 407' 774-6078
FAX, 407-7744078
wwwabdesigngroup.com
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SILVERADO
LOT #6
BLK #10
P
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03719,000-06101
MODICTA
"2045-UNTANA"
GAJtAGE 191111117NO:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
t450 MPH FAT,
[DAMNT 10/30]//20
,0 TZ:
BII 1/4-7l'—O"
WA2
EXT. WOOD FRAMED
WOOD SHEATHING
WALL
WR5 LAYER 01,
STUc;CO WRAP
5166-FLOOR DECKING;
WOOD
WRO LAYER -2, FORTIP115ER
0"TINiUCTION
BUILDING PAPER
PRE-ENGIO To"
I%* 14AT C44AMQL
J' THICK, 3 coAT CEMENT
WEATHER RESISTI-V-E
WIV TYPE 'X' DRYWALL
PLASTER
BARRIER 01
L
6' SAP. a TOP OF WEEP SCREED
WEATHER RESISTIVE
TO SHEATHING BEHIND WEEP SCREED
SAJWER 02
a 111
4' POSITIVE ORAIN
THICK, 3 C40AT CiffIEN v ARIES
EA.,
WOOD SHE Hmm
PLAOTER
/
METAL LAT14
WRIS LA);,R, �fml
STUCCO
" "-
\
WOOD SHEATHING
J' THICK 3 COAT CEMEN
PLASTER
&'SELF-API-EIREING
amm-wNr-lau ffm
ammG BEAD
FLASHING WRAPPED
0 TOP OF WEEP SCREED
EXTERIOR G;RADE
DRY WALL
TO SHEATHING BELOW
WR5 LAYER q,
JTHICK 3 COAT C
STUCCO WRAP
4' POSITIVE DMAIN
PLASTER
WRID LAYER -2, PoRTIFIBER
NO FIELD
15UILDING PAPER
fSHOWN FOR CLARIFI T ON Or -
SEPARATE ACCF a Y)
'SELP-ADHEIREING
Wk IR5 L A 01,
FLASHING WRAPPED
STUCCO
0 C*01011ER OF CANTILEVER
WPOSITIVE DRAIN
J/2 ow-wam
NO GAP IN FIELD ---�
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL.0 CANT.
(�� Or -ALE,
OTE,
METAL LATH: LATH TO 5E PER SECTION
R103.11 / ASTM C-84-1-09, MIN. 2.5 L55.
FER SQ. YARC) (UTILITY OR NOMINAL
LATH POES NOT MEET SPECIFICATIONS)
WOW =INSTRUCTION
WEATHER RESISTIVE
ISARRIER $1
I RESILIENT WEATHER RESISTIVE
.T CHANNEL DARNER 12
J' THICK, 3 COAT CEMENT
PLASTER
bW TYPE 'X' DRYWALL a
\-METAL LATH
D 4 P
WOOD SHEATHING
FINISH
�COAT �CVIENT
J' THICK, 3,
(2) 2xl2 HEADER
PLASTER
(SWOJN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD C4NSTlRUCITCN
iv—DARRIER
WEAT14ER RESISTIVE
01
WEATHER RESISTIVE
BARRIER 42
VINYL CAS1112ACA12-
I THICK, 3 COAT CEMENT
1�
PLASTER
5/8' TYPE *X' DRYWALL
METAL LATH
W/TEXTURED I PAINTED
WOOD SHEAT141WA
J' T14ICK 3 COAT C
WEADERIMAM
I-LASTER
V(NY
SEPARATE ACCESSORII
N or
ONLY)
&AMNTILEVER DRIP
0 EDGE
LEGENE
I -DRAINAGE FLANE (WR5
LAYER 01, STUCCO UJRAF)
WR5 LAYER 02 (FORTIF15ER
IBUILDING PAPER)
METAL LATH
STUCCO
FINISH LAYER (2 LAYER
PEEL 4 STICK)::--\
6' PEEL 4
STICK * 0
EDGE TO
DECK
I )PXI %' P.T. OR SIMULATED
WOOD (TREX)
CONTINUOUS
WATER PROOFING lot
LAYER (2 LAYER PEEL
STICK) WRAPPED
BALCONY DECK TTO—M
CANTILEVER
6' PEEL 4 STICK
DRIP EDGE TO DECK—,
1)6W V4' P.T. Oft SIMULAT
WOOD (TREX) FILLER
CONTINUOUS —
Y4' GAP FOR 6
ROD 4 SEALANT
FIN16H LAYER (2 LAYER
PEEL 4 STICK)
3/4 IRE61LIENT
HAT C44ANNEL %
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER —
VINYL CORNER DEAD -/
0
3' X 31 26 GA. GALY.
METAL DRIP EDGE
GET IN FULL BED Or
GSAJ-ANT,)P MIN.
SPACE FROM DRIP
PACE TO TIREX
Y4' GAP FOR BACKER
ROD 4 SEALANT
VINYL CASING BEAD
WEATHER RE616TIVE
BA)WER 01
UJEAT14ER RESISTIVE
EARNER -2
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 CIA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANTJV MR
SPACE FROM DRIP
PACE TO TREX
VINYL CASIW- DEAD
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICIK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' T141M 3 COAT CEMENT
PLASTER
METAL LAT14
>< WOOD SHEATHING
WEATW R FOO16TIVE
BARRIER 01
(8HOtIN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
X-X-X-X EDGE INSTALLATION
" '�71 F
5ELF-ADWESIVE FLASPING - - -
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
0 71' O�C. MAX.
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
(14 A CORNER BEAD (9) FRAME
11, 2 1/2' *
(FASTENER 4 SPACING a -11' O.C.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
I
-p4'GAP FOR BACKER
ROD 4 SEALANT —
WATER PRDOFW. let -
LAYER (2 LAYER PEE
4 STICK)
-COLUMN SHEATHING
�WEATWER RESISTIVE
BARRIER 41
- A -ER RESISTIVE
WEA
SAAMER 02
WSAP. \
PEEL A STIFK
1-'FLAS14M
FULLY EMBEDDED
IN ROOF CEMENT
I)J' X V 26 GA. GALV.
METAL DWI' ED=
SET IN FULL 15ED Oil
SNALANT,NMIN.
SPACE PROM DRIP
FACE TO TREX
WEATHER RES16TIVE
BARRIERM
WEAT14ER RESISTIVE
SAARIER -2
EXTERIOR COLUIN
COLUMN SHEATHING
4 STICK
6'SAF.
I)fi'x3-L'FLASHlNG
FULLY EMBEDDED IN
ROOF CEMENT
N
I V X 3' 26 CA GALV.
METAL DRIP ROM
N FULL BED OF
CONTINUOUS
V GAP FOR SEALANT
OPT. BACXER ROD.
MODIFIED w
3/4 REGILIENT
HAT C44ANNEL
W/TBXTUREO 4 PAINTED
FINISH
J' T1410r, 3 COAT CEMENT
PLASTER
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
aTicri "RAPPED FROM
BALCONY DECK TO
CANTILEVER
I' THICK, 3 COAT CEMENT
PLASTER
METAL LATW
WOOD SHEATHII-4
VINYL COWER BBAD:�/ (SHOWN FOR CLARIFICATION OF
VINYL AING BEAD SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION 6 COLUMN
(W/"L" FLASHING)
SCALE,NTS
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WR5 LAYER 02, IF115ER 2
15UILDING PAPER
METAL LATH
J' TWICK 3 r.OAT cEMENT
PLASTER
FLASHING
DRIP CAP
A
WINDOW FLAWGE
WR5 L
ER 01,
STUC7P
WR15 LAYER 02, FOIRTI
BUILDING PAPER —
METAL LATH\�
J' THICK 3 COAT Ce
PLASTER
ib'SELF-ADHERIWa
FLASHIWa —
WOOD SHEATHING
LAYER 01,
STUCCO WRAP
ItWR5
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
J' TI-Iicr, 3 COAT CEMENT
(EXPLODED,
NAEW FOR
PLASTER
CLARITY)
DRIP CAP
WINDOW FLAW-2E
CASING BEAD 0 WINDOW
(FRAME, NO BAND)
FA R C N I T 1 6 T SN
6
GrWOftign
ouler.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
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AA #: 0003325;j
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MODEZ.
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"2045-LOTANA"
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p
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02
RIGHT
PACIZ:
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ASSEMBLY
DETAILS
50 MPH EXP.
Rurr 10/30
DAIM.
8CALM: 1/4*=1'-0"
SPIRMT
WA3 of
UO= SHEATWIWa
tLM LAYER 11 -----------
STUCCO WRAP
WRIB LAYER 92, FORTIFIBER
SUILDIN135 PAPER —
METAL LATW
J'TWICK 3 COAT CEMENT
PLASTER
6'SELF-ADWERIW-z
FLASWIW-x
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WINDOW FLANGE
v EW FOR
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WRI5 LAYER 01,
STUCCO 111RAP
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIP15ER
BUILDING PAPER
METAL LATH
J' THICK, .3 COAT CEMENT
PLASTER
WR5 LAYER 02, FORTIF15ER
SUILDIW-v PAPER
META�\LATW
\ 77::�
THICIC, 3 COAT CEMENT
PLASTER --- k--
FLASHING
�-1
WINDOW FLANGE
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15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRI3 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
J* THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CA6ING BEAD
VINYL CASING BEAD
Y,'GAP TYP
CASIW. SEAD
TO TRIM
IX TRIM MEMBER
No STUCCO TO
SIDING TRANS[
8 IC
— >ING7
STUOW WR04P
k T141M 3 COAT CZMENT
PLASTER
METAL LATH
UM LAYER 42, FORTIFISER
BUILOW5 PAPER
WOOD 6WEATWM
WINES LAYER 01,
STUCCO WRAP
\— CASINGBEAD
IS' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
c � ���U�A D�
WRATWER GTIVE
BARRIER I
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-2
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IN
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NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-S41-015, MIN. 2.5 LBS.
LLJOOD 5HEATHINCz
PER 50, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WR5 LAYER 01,
IlloYcho
STUCCO WRAP
WOW 6WEATWm -
tWATWM 1111111116TIVAS
BARRIER -1
WATWER RIMST11VE
LUR5 LAYER 02, FORTIF15ER
hlj�blol
5ULDING PAPER
WGINLIF-APHERM
M-4*4m
METAL LATH
STAIUNIR STRIP —
(EXPLODED THICK, 3 COAT CEMENT NEAL
MALY1
VIEW FOR PLA5TER 21 FLA
CLARITY) u
CASING BEAD (9) RAISED
@17A BAND (FRAME)
�SCALE: 11/2'-V-01
lz—�
WATWER
MAMER
WATWOR
BARRIER
SEALANT
WINL
il THICIr, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER 02, FORTIP15ER
BUILDING PAPER
E-Z BEAD VINYL CASINQ-z
(w1%, FLEXIBLE PVC BACXER ROD)
WR5 LAYER 01, STUCCO WRAP,
WRAPPIED AROUND FRAMING
MEMBER
(V SELF ADHESIVE FLASHING
WOOD SHEATHING
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
WEATHER 1112616TIVE
gk#J�Ot q TO LAP
6'Pft ABOVE TOP
OF 'r FLASHM
WEATHER fM"TIVE
86AMMM
WEA114111t Rm"TIVE
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dALY!D METAL
WEATHER 114111"TIVE
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x 61 6911,11LATED
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0 FRAME TO FRAME NAME* V
TRANSITION
1��-y
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CASING BEAD IF _PLASTER
SEALANT 'TO WINDOW METAL LATH
WRJ5 LAYER 02, FORTIFIBER
BUILDING PAPER
WINDOW FRAME
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
6' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
2X FRAMING
E-Z BEAD VINYL CASING
(W/%'FLEX15LE PVC, BACKER ROD)
MEMBER
APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
---------- — ---- — ------
— ------ — ------------------ — --- — ------- — ------ — ----------------------
( EZ
WA�
BEAD WINDOW CASING
1
LEGEND
DRAINAGE PLANE (WR5
LAYER 61, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER ------ —
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
A A C N I T 1 0 T 8
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PH: 407-774-6078
FAX- 407-7744078
www.abdosigngroup.com
AA #; 0003325
rousaIrv. ac LoTil
SILVERADO
LOT #6
BLK #10
PROJIBCT#
03719.000-06101
MODELe
"2045—UNTANA"
0AXAGE 8WDIG:
RIGHT
PAGZ:
WALL
ASSEMBLY
DETAILS
50 MPH EXP.
-1
DlUl'" 10/30/20
8CAM- 1/4-=l'-0'-
DA
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L IT 16 THE C4WACTOM iWASPONSIBILTY TO Vwp"rr
THE COMPATIBILITY CP ALL RIVOOUCT6 *41.40110
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1441 N ' RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 41. 0003325
E1111111
"M
BUBDR a. Lo N
SILVERADO
LOT #6
BLK #10
1pRoJzcT# —
03719.000-06101
MODEILA
"2045—LANTANA"
GARAGE 8WING:
RIGHT
PAGE:
WALL ASSEMBLY
DETAILS:
WINDOW
FLASHING
tL50 JJPH W.
F—PIUNT mom"
DATE. 10/30/20
mcALz- 1/4"=V-0"
s*mET
WA5
2xro SU5-5ANb
W/I'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
1/8' TEXTURED I
FINISH * WOOD
1/2' TEXTURED
FINISH a CMU
METAL FASCIA
WRAP Ya, FROM
STUCCO, I' FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
1/6' TEXTUREO
riNibm * wom,
L12' TEXTURED
PINION 0 CM
'--METAL LATW
x x x
x x x x x
METAL FASCIA WRAf-
�_WOOD 04EATHIWa
x x x x x x
OR cr*lU
WRO LAYER M,
x x x x
STUCCO WRAPeFRAmE cNLY)
x x x x x x x x x x x x
WR5 LAYER 12, FORTIP15ER
x x x x x x x x x x x x x
�_FRAMEORCMU
IBUIL011,* f-APER
(FRAME ONLY)
x x x x x x x x x x x x x
2X& SUB BAND-1
ROOFIW. C491ENT
x x x x x x x x x x x
x x x x x x x x x x
FELT PAPER
DMP EDGE
x x x x x x x x x x
_DRIP EDGE
>
METAL KJCK OUT
x x x x x x x x
x x x x x
�'—(REFERENCE
POINT
FLAN 5
ONLY FOR WALL OFF
SET OF COMPONENTS)
NOTE NOTCH FOR 2X6
SUB BAND ONLY k ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, V OFF WALL
/'-"�NOT INTO STUCCO)
1'1/8' TEXTURED FINISH
IWOOD, 1/2' TEXTURED
� % ;'
FINISH a cmu
2x(o 5U5-5AND Wll'x4l NOTCH
r =L 4 STICK
=Nr->, WRAPPED IN FEE
(Z)ELEVATION /\\—METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
r=_"`f=LAN A
PRE-EW2;'D TRJ55 TO BE CUT o
WALL LINE TO AVOID CONTACT
W/TEXTURE0 FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/12cl NAILS &'-S'
oz. MAX.
2x SUB -BAND W/Wx4'
NOTCH a END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL 0 WALL
SUB BAND DETAIL 0 WALL
W/KICK—OUT
METAL FLASHING, WRAF10ED
MINJ14' A50VE 50TTOM OF:
DRIP EDGE
2x SU5-5AN0
Wl%'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
ME OR CMU
.L KICK -OUT FLASHING
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN.)14'A50VE BOTTOM OF
DRIP EDGE
2x SL15-15AND
WA�'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT a
ROOF: EDGE
OMITTED FOR
CLARITY
--"4
A It 0 N I T I C T 8
GrWDmo'n
ouloo.no.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoWgngroup.com
AA 0003325 A
[!-me Im
Ll I
BUDDIV. & L074
SILVERADO
LOT #6
BLK #10
I 3p1moJzcTjp
C 03719.000-06101
MODMILA
3
"2045-LANTANA"
GARAGE BVMCG:
c
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
k50 MPH W. Bj
rPRlNT 10/30/20
DA=:
scAIN. 1/4"=V-0"
B*mz"r
WA6
K 31.6.
MM
— — — — ' o V_ 11 1 1 1
— — — TE-1
F2-24X24 F2-24X24 FV7668
4"CONC.
SLAB
z
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ISLAND
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91-111,
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Ll
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T
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1 7-8- L 4'-10'
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ao
LA.
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2
x 5'.2' 4
TEA
F 2-24X24 -5 Q
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+I
FMC-16X18
' -\Ili
I I I IIIII-M ___jalj_Lu_Llu
— — — — — —
I im,
RA
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE --V-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION -4-0". SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE 1/2" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
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.
1 0, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATES #5 BAR, MINDICATES #6 BAR, ENDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90*
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5
30' ' #6 =34V), AND REINFORCING SHALL BE CONTINUOUS.
13. R�TIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
$OIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm
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 i OF SLAB SUPPORTED
T-0"O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
DOWEL LEGEND
13 D'x&' MA60Wr OOLUMN
W1 (2) -D'S APE
DESh3NED TO BE
PLAr-Er> IN C.ONTAr.T
WITH THE INISIDE OF: THE
INTERIOR 4 EXTERIOR
FAr.E6 OF: T14E 15LOCK
AS SWOWN W/ 05 00WEL
IN FOUNDATION
SLAB SCHEDULE
SLAB
I THICKNESS
REINF.
REMARK
W.I,41,WI,4 OVER
GENERAL
6 L 'A OR
COMPACTEDFILL
I
BARRIER
FOOTING SCHEDULE
PROVIDE C ER BARS. SAME SIZE QUANTITY AS BARS III FOUNDATION. WITH 30"LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FM-16XIO
16"
CONTINUOUS
i8"
(2) #ffs
Ho'-]"
FMC-1608
16"
CONTINUOUS
18"
#5 IN CURB
VARIES
F-24X24
24"
24"
12"_
77R—s7fT#9'9-
TE-1
I..
SEE PLAN
1.
-M7P9-,-
FI-3OX30
30"
30"
12"
(3) #5'S
(3) #5 s
FI-42X42
42"
42"
U�_T3_)#SS
7!9#6's
F2-24X24
24"
24"
12"
.72—)*ss
7UR—s,
FOUNDATION PLAN
SCALE: 114"= l'-O*
6
G290r%fte'
I n
.nac._
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX; 407-7744078
www.abdesigngroup.com
L AA #: 0003325 A
M
t
ounDiv. a. L.074
SILVERADO
LOT #6
BLK #10
PROJECT#
03719.000-06101
MODRL4
"2045-UNTANA"
GARAGE STfMC:
RIGHT
PAGE:
FOUNDATION
PLAN
U50 MPH EXP .
FPR'NT 10/30 /21C�
-DATE:
DCAJX: 1/4"=l'-0"
811EET
si
F,
30'
00mo"'Ill
MIN. EACH WAY
MONOLITHIC FOOTING
�MONOLI
_v
STEEL REINFORCING IN GROUTED
2
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
4 (L
8
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
O_
ro
SPACING REQUIREMENTS
I.
— -- `
LU
U)
LU
. ,
GARAGE DOOR
LIJ RECESS
0
L FM
8"CMUWALL
0
8"CMUWALL
CORNER BARS, SAME SIZE AS LARGER BAR
cn Cl
w JJ
z
'SOLAN
IN FOUNDATION WITH 30" LEG EACH
L, =
0
TOP OF—L
WAY AT ALL CHANGES IN DIRECTIONS
SO THAT THE STEEL REINF. IS CONTINUOUS
\\—CURBFOR
TOP Or
p I
MATCH AMOUNT OF CONTINUOUS BARS
El- RCI s LAB
-SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA,
4 - CHAMFER (I -STORY)
#3 ivi
EXT. PORCH SLAB
ZSEE SLAB SCHEDULE TOP
4�'CHAMFER
CONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
AT ELEV:
W, ";� TION
JOINT (WHERE
1
t (2
6" CHAMFEF -STORY)
#4 24"
WI 12'ISOLATION
(I -STORY)
CHAMFER (2
6 -STORY)
J�
APPLICABLE
SEE SCHEDULE —To 7___
#5
JOINT (WHERE
APPLICABLE)
SEE SCHEDULE
T..."T"
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
I
FOR WxD, BAR SIZE
06 34V
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY
El
AND BAR QUANTITY
NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), LINO
#7 42"
r,-"\EXTERIOR
MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
����CALE: 314"=V-0"
GARAGE SCALE; 3/4"=V-0"
CORNER BARS DETAIL
0
SCALE: 3W=V-0"
LAP TOP PLATE A MIN. OF 48"
LAP TOP PLATE A MIN. OF 49'
AND NAIL W/ 16d COMMON
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, C O/C STM. VERIFY HEIGHT
NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT
LAP TO OCCUR OVER STUD OF WALL Wl PLAN
LAP TO OCCUR OVER STUD OF WALL PLAN
w
ZX4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALLWISYP
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
ws—
iL I
No 2 STUDS SEE PLANS FOR
SECURE ST. PLATE TO SLAB Wl
PLANS FOR SPACING. SINGLE
3
NEW REINF. BAR
SPACING. SINGLE BTM. PLATE
1 t2N9' WEDGE ANCHOR Wl 7
BTM. PLATE TO BE PT.
0. SECURED W/ 2- PART
To BE PT. PROVIDE DBL, TOP
WASHER SET IN HIGH STRENGTH
PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO
2"CAPPED
(L EPDXY. MIN. EMBED
PLATE EPDXY 5-112" EMBED. MIN. IV- OC
SLAB W/1 Dd MASONRY
NAIL I V OIC STAGGERED.
GALVANIZED PIPE
S", UNO
SIMPSON SPH4 OR SPH6 MAX.
ADDITIONAL METAL
W/FLANGE G BASE
FOLLOW ALL MANF.
BTM AND TOP PLATE
CONNECTORS NOT
U) w SPECIFICATIONS FOR
A14CHORS Wl I Od x 1 jr2..
REQUIRED WHEN NO
USE AND
COMMON NAILS FILL ALL U)
00 UPLIFT IS PRESENT.
m
PREPARATION OF
HOLE,
HOLES, DO NOT USE 10d
Y�
SECURE FLANGE TO
of
LLI Q
x 11, SEE SLAB SCHEDULE
of SEE SLAB SCHEDULE
of
LAB W1(4) 1/4" X 2 IIW'
07150k&
TAPCONS
ILS
SLAB
T-OOP OF S LAB
�l
4-
FCHAMFER (I -STORY)
6" CHAMFER (2-STORY)
HA
a a
EQ. EQ. SEE SCHEDULE
EQ EQ SEE SCHEDULE
FOR WxD, BAR SIZE
R WxD, BAR SIZE
AND BAR QUANTITY
D BAR QUANTITY
ADDING BAR TO
r_,_'�INTERIOR CURB FOUNDATION WOOD WALL
/"_.�INTERIOR CURB FOUNDATION WOOD WALL
MONOLITHIC FOUNDATION
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4- O/C STM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
OF WALL Wl PLAN
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
2X4 OR 2X6 WOOD BEARtN
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS EE
PLANS FOR SPACING. SIN LE
BTM. PLATE TO BE PT,
FLA
BE RE ST. TETO
LAE MASON Y NAIL
PROVIDE OBL. TOP PLATE
16" O/C STAGGERED
LIJ
ADDITIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT.
0
8" CMU WALL
VARIES 1.
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL ITYP.)
TOP OF SLAB
SEE SLAB SCHEDULE
2X WALL FRAMING
0' TO'l OFF SLAB 1p
z
SEE SLAB SCHEDULE
1/2" DIA. SIMPSON ST82 BOLTS 5"
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
;o
CENTERED UNDER WALL AND
16"0 C. VERTICALLY MAX
POURED MONOLITHICALLY WITH
FOUNDATION AND SLAB
SEE SCHEDULE
SEE SCHEDULE
FOR WxD, BAR SIZE
FOR WXD, BAR SIZE
AND BAR QUANTITY
AND BAR QUANTITY
RECESS FOOTER
_'�INTERIOR FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
SCALE:
3/4.=,".
(NO UPLIFT)
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: 14"=V-0"
SCALE: 314"=V-0"
A R C N I T I C T 8
6
M&A
2000110n
Group,.
41 N. RONALD REAGAN BL)
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdosigngroup com
AA #: 0003325
SUDDIV. 4&k LOT'
w
SILVE7RAD0j
LOT #6
BLK #10
Plt0jzcT#
03719,000-06101
MODEU
"2045-LkNTANA"
GAP.AGE BVWCI:
RIGHT
PACE:
DETAILS
%L50 MPH MR.
6
Gro�u10Ln
41 N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdaslgngroup.wm
AA M: 0003325
h
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a
F
3UDDIV. & LiOT•"
SILVERADO
LOT #6
BLK #10
PMJECT#
371 0- 1
HODEIA
"2045-UNTANA"
GARAGE SUING:
RIGHT
PAGE:
DOWEL
PLAN
50 MPH EXP.
DOWEL PLAN
SCALE: 1l4" = V-0"
T Im VER TIICAL RE -BAR
HORIZATIONAL
0 OR"
E _I 10. HOOK
..'ED BOND BEA
TIE VERTICAL REBAR
VARIES PER ELEV.
z
To OR I'Z'ONIA�
CK
�E ..T.. BEA m
VARIES PER ELEV.
4
#5BARS
FEI
<
10" HOOK
I Ji. 1
27
�4.
74,�.,
7-4
—CLEAN OUT REQUIRED
FOR INSPECTION
ov
Jv_�
0
X5
0'-0" FIN. FLR.
ILL
4
'16TICAL REBAR
TIE
TO HORIZONTAL
REBARW/10"HOOK
BAR SIZE 48BARDIAJ
Z 0:
LLJ
#3 11.1
#4 24"
#5 30"
#6
#7
C.0 UNIT DIMENSIONS
ARE NOMINAL SIZES
MASONRY SYMBOLS
OFFSET METHOD CONTINUOUS FBARszE 4 ARD
#3 IS"
METHOD #4 24"
HORIZONTALNERTICAL
HORIZONTALNERTICAL
#5
3 SCALE: 3/4"=I'-(r
0
REINFORCING
REI FORCING
SCALE: 3/4"=V-0"
&W" MASONRY COLUMN Wl
(2) #VS ARE DESIGNED TO BE
PLACED IN CONTACT WITH
THE INSIDE OF T14E INTERIOR
& EXTERIOR FACES OF THE
BLOCK AS SHOWN W1#5
DOWEL IN FOUNDATION.
A A C N I T I C T 8
6
GrMDesign
ous;Ona.
Al N' RONALD REAGAN BLI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.00m
"r
quaDiv. & L.0 N
SILVERADO
LOT #6
BLK #10
I PROJZCT#
03719.000-06101
3 moDzu
"2045—LANTANA"
GA]FtAGZ DWING,
c
RIGHT
PAOM
DETAILS
50 MPH EXP.
F'PRZNT 10/30/20
DATZ,
SICALM: 1/4"=l'-0"
MM"
�.S 1. 2 A -A
-----------------------
8F16-1T101W0B 8Fl6-1,T/0M/0Bp
81`16-11TIOM/lB 8Fl6-1T/0M/1B
10-2.
13'-6"
4--6- 4.6.
11-1,
J*
7r 4h,
8F16-1T10M10B
ED
%
%%
40 4IIP%
8Fl6-lT/OMtOB
- - - - - - - - - - AIR - - - - - -
U.N.O. PROVIDE BBI WHERE ROOF
TRUSSES BEAR ON TOP OF WALL
EL. 9'-4*
F - - - -I
1% 1
L J
LIFT BEAM PLAN
SCALE: 1/4"= V-0"
U7
ca
R.
GENERAJ. NOTES
1.1 FLORIDA �W � Sh �10N, �17 SECTIONS �2 & REES.
1 2 FLOFJOA SU� GODE, Sth EDITION, 2017 BUILDING, SECTIONS 1901.2 & 21N.
13 B� � WOUIREMENT. FOR REINFOROW CONCRETE 00 318� 4�
wo.cRmo ooDB wu�m. AND sRPECFR�Tm FOR mAscMRY� �E,Es (W
13 &
OTHIERSIRBXTURES(RECE740).
2.) �FETE�
Z1 COM"Z" PRIESSIVE STREMTH AT N DAYS:
2 PRIE�T WISTANDARD REINFORCEMENT400D PER MEN.
PRE-GASTW�IRRESTRESSMINFDRCEM��PSI
2.1,3 G�PER��n-3M%IWI�.W��TE.rMll'SWW.
22 REWD"'M SARIS:
- 1 STE PI-ED IN PRECAST LINTU AT TIME OF ASTM M15 (GRAM W)
2,22 SMEL IN L� AM 10-KOff S=K (PLACED IN FELD) ASTM A61 5
2,3 PRESTRESS STRANDS ASTM MIS I-WIRLE, STRESS RRIEVED
210 MI
2.4 DETALREW MEMENTMACOORDANCE��315.
2. CO OIPERATIONS�COMPLY-�ANGAAJDS.
2.6 O4.S � PER ASTIM AW
MASONRY:
3.1 COPICR�E MASONRY MITS (CM) � CONFORM TO ASTM -, NORMAI- W-
MIMMJNINETAFIEACGMPRMIVESTREMTH�I.
3.2 MORTAR SM
33 FM
3.4 MINIMM ADORED 2�Y�PREWWS��OFWUMDWWARS�N T
STRENGTHMU�0R.A R-IWIY,W-T�-IEREIJSM
WOUREMENT HAVENOTBE1NMET.
4) ��;
4.1 SAFELOADVAt-UESAF� D ON LINTELS MVING A BEARING OF W (WTI`H A MNIMUM
A�EPTABLE SWONG OF C � FLORIDA BLILDING � STH �JON. Z17 ��.
SECTION REMISS OR FLORIDA Wt.DING CODE SIN EDITION, W17 BLIN-DING, SECTION �04.1
42 WE LOAD VAI-MS SABRED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND PCI M
4.3 D IGNER MAY EVALI.IATIE CONCENTRATED LOADS FROM THE SAIFE LOADTABLES By
MC TM�IMM�SWIW.�W��ATd�AKEA.AY��
F�GF1NZ""PGW
4A FORL L�ATT�M�TEP,��MLFUM�OWUH���
MINIMM ONE (1) ft VERTIDAL REBAR IS W�D AT EACH END OF THE LINTE1.
4S I-WELSTHATAI1EGREATERTI-IAN14-4P I-EARSPANWSTBEFROVIDEOTEMPORARY
SUP�, NOT K FJEMOVED LPITIL 2 DAYS AFTEIR Gfl- �E�.
FRAMING NOTES:
1. U.N.0, ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA18 W1 (9) 10d x I lt2"HDG NAILS.
CONCRETE TO WOOD FLOOR.
S
,:MPSONLTA2W/(B)lDd.1 1r2"HDG NAILS, WOOD TO WOOD:
MPSoNHIOAORLGT2W/iDdxl 11T HOG NAILS, FILL ALL HOLES.
2 . ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQU ENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
jIREM
MANUFACTURER'S SPECIFIC TIONS,
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTOR$
ARE TO BE GALVANIZED.
5. UNTSLS AND MASONRY BEAMS WERE DESIGNED EASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE UNTELS.
6.8OTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. UNTELS SHALL RAVE 4'NOMINAL BEARING (41
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND
APPROVAL
9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S35_177- - x 2 7/8"LONG, WITH WASHER Q 16* D.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11 WOOD BEAR NG WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
I (
RATIONAL ANALYSIS.
12, ALL ELEVATIONS ARE REFERENCED FROM W-0-, FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
aim a
REMARK
CIESCRIPT11CM
(2) 2X12
BEAM SCHEDULE
ZZUM INDICATES OPENING BELOWIT.O.B. m TOP OF BEAM/ B.O.L. =BOTTOM OF LINTEL/T.O.A. � TOP OF ARCH/T.O.S = TOPOF SLA13
ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT
MARK
DESCRIPTION
re
(psi)
SIZE
11".
REINFORCE ENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BBI
MASONRY
3000
XXT
(1#5
GROUTED SOLID
GRAVITY & UPLIF:T SAFE LOADS (PLF)
8"x8' RECESS DOOR HEADER
GRAVITY & UPLIFT SAFE
8"xl 2" RECESS DOOR
LOADS �LF)
HEADE
-T
I ORE
0). 1
1-
21.
-1
I'M
P.-
1
11). 3
-1
-1
(z.
1-
1-
IN-
m
-1
I -E-
(2
NEE
im
11
(2).
I.W.
20
PRE-
MINA-
(2)NP 3
1*?
IMS
-
-
vERE
M N. I
ME,
-1
7-7-.7
PRE-
50-1-
M-
11.
-
1-
In,
3
low
r..-E
12)...-
(z-
.31
.1
(21-1
11.
-
E�
R.E-1
(2)....-
(2
.1
1
1i
m.-FE
-
liq
i
.E RE
P--T
(�-
m- 7r
P.-
mms..
1-
ME
GRAVITY & UPLIFT SAFE LOADS �Lf`)
8"xl S" RECESS DOOR HEADE
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x32" RECESS DOOR HEADER
-
L .
TZEP
R) L
7,
-
-
PRER-
M-E
(21.3
E11.
11
P-
'-s"m
m.,
-
PRE-
M-
(21-
."
-
-
-
mo,-�-
MN*3
1�
im
i-
1P.-
4�-R.
12)�P.
-
-
-
PRECAST
MNEVERE
123
RISE
-
-
10
PR.-T
-
121.1
-1
.1.
-
NA".
wfta
IM&I
i�
-
..E-E
12). �
-
-
-
m-
11.
1-
I
PRE�T
EWIRE
(2) Mm 3
I'M
MEE
MM
PPECAST
��NAWERE
(2)� 3
CME
-
11110
IM
E-
I-
PRECAST
MIN-
j2)ft4
SITE
11
1-0
PRE
a., 2.
P-
.1.
Im
�10
-T
M--
L21
Pm
P-T
(--RE
(2). 4
1
1-
PREWT
R)NE-E
(2)� 4
"CAST-CRETE" SAFE LOAD TABLES
I I SAFE LATERAL LOADS FOR I I
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4t,MP6� I SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH "A"
3'4r (42-) PRECAST Z131
e-W (41n PRECAST Is"
If4r M PRECAST lm
v4s (64.) PRECAST 1217
9-10- (An PRECAST 'm
V4r (Tin PRECAST 900
r4r Pn PRECAST 743
F-C ('1112-) PRECAST 554
1104r (12r) PRECAST 475
IT-C (13r) PRECAST 362
124P (144') PRIECAST 337
IV-4- (11W) PRECAST 29111
I*W (IW) PFWAST 279
14?-r (17r) PRESTRESSED N.R.
IF-C (1180r) PRESTRESSED N.R.
lr4- PM PRESTRESSED N.R.
IW4" Mn PRESTRESSED N.R.
2114" On PRESTRESSED NJt
V4r X41 PRESTRESSED NA
2ir-V - PFEFF43M
Wan
-1 1201 ml 4010" m I Iowt I Im
(#)THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR.
ALL VALUES TAKEN FROM WM LOAD TABUW BY CASTORETE MAY 2015 EDITION
ALL PRECAST PRODUCTS ARE TO BE INSIALLED PER MANUFACTURES SPECIFICATIONS
SAFE UPLIFT LOADS FOR Er PRECAST & PRESTRESSED U-LINTELS
4toor-6� 1 SAFE LOAD - POUNDS PER LINEAR FOOT
Y-S* Kn PRECAST
low
ION
'15111111
3--r (4n PRECAST
4--W (4" PRECAST
M
M
1309
41V (4n PRECAST
W-r (541 PRECAST
592
W
1073
4-4r (54-) PRECAST
F-4- (641 PRECAST
411
411
745
F-C (641 PRECAST
S-110- (M PRECAST
340
330
018
9-10- (M PRECAST
Ir-r (M PRECAST
507
M
400
&4r (78P) PRECAST
r4r Mn PRECAST
424
534
363
r-r Mn PRECAST
F-C (112-) PRECAST
320
612
230
94- (117) PRECAST
l(Y-r (12r) PRECAST
204
401
180
19-r (12r) PRECAST
11--C (13n PRECAST
200
452
194
1111-4- (ISSPI PRECAST
Ir-V (1447) PRECAST
244
402
137
IX-V (1"') PRECAST
I" (IOn PRECAST
217
324
110
1" (ISn PRECAST
W-V (16n PRECAST
2116
293
IM
14%T (ISIP) PRECAST
l,V4r (IM PRESTRESSED
N.Ft
284
111
14-4r (IM PRESTRESSED
IV-4- (160) PRESTRESSED
N.R.
20
83
19W (184') PRESTRESSED
1rw mn
N.R.
194
64
1
lIrW Mn PRESTRESSED
XR.
140
62
W-C CM PRESTRESSED
21'-C 0M PRESTRESSED
NUL
1 1125
42
121--V On PRESTRESSED
2r-W (MINI PRESTRESSED
N.R.
1 116
40
122-V CM-) PRESTRESSED
- (W PREII
N. R.
1 91
33
1 W-V On PREWPOSED
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT I
REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR
PRECAST PRODUCTS BY OTHERSTO MEET OR EXCEED VALUES STATED ABOVE
PROVIDE MINIMUM V OF BEARING PAST EACH SIDE OF 1AANDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETr
DIVISION ACCEPTANCEM 1"126.03
rA R C N IT I t T S
G r2Desg*$n
o 7u, .0, nTc. $
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
ARA #: 0003325 1
a
PIP
rOW331)XV. ISO L021
SILVERADO
LOT #6
BLK #10
3pitoimcT# 1
03719.000-06101
MODEU
"2045-LANTANA"
C;AP,AGZ BTFMCI:
RIGHT
PAGM:
LIFT BEAM
PLAN
U50 MPH EXP.
IPRZNT 10/30/20
DATZ:
SCALM: 1/4"=1'-0"
EIIHEL"r
S21
NOTES TO THE INSPECTOR/CONTRACTOR
MMOO44
14Z p
1. PLACE LINTEL ACROSS TOP OF OPENING.
2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL.
TYP. 8.1XV,
BONDBEAM
.
to 16-1#5
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
PLACE STEEL HEIGHT.
C� REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN.
STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE.
THE LAST
TYP. 8N16"
5
5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM
BOND BEAM
#5 CORNER BAR Wl 30* LAP FOR EACH
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, T14E STEEL
COURSE OF BOND BEAM
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH
TOP OF THE LINTEL,
THE
6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN I S"DEEP.
VERTICAL REBAR W1 1 IY'HOOK
8xI 6 DBL. BOND
TOP OF
BEAM Wl (1) #5 BAR
BOND BEAM"
EACH COURSE
&B BOND BEAM
TOP OF
W/ (1) #5 BAR
BOND BEAM
30"TYPICAL
F FILLED W/ GROUT
�NFIULEO GROUT -SOLID FROM
NOMINAL LINTEL TOP OF BOND
—0
TOP
01 OPENING
ID OF #5'S IN 2ND BOND ITO
BEAM C&6RSE BEAM, F FILLED LINTEL
#5 BAR IN BOND BEAM
�/c
SEE NOTE
5
S. 16_1 -C ) .
8X8 PRE T CONCRETE
T/1 13
IREFER
I
IN M,.AL____, LINTEL WIAIS) #5 B�M (L2)
W
LENGTH OF MR OTH
HEIGHT _i� OF
# OF WS, TOP OPENING-2"
7#5'S,
MASONRY
CORNER
IT IS THIS ENGINEERS INTENT BOND BEAM COURSE OR
BEAM DESIGNATION
REINFORCING
THAT XFXX � IT/ M10B INDICATES A DOUBLE BOND BEAM # OF T
BOTTOM 8XII PRE -CAST C CRETE
SCALE: 3/4"=V-9'
OF BOND BEAM
ANDXF)O(- MOM108 INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, WIO STEET (LI)
L
L
SCALE: 314"=V-01'
IT IS THIS ENGINEERS INTENT C T. S
AND XUXX - ITlIM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LO AT] INS
TOP
LINTEL
OF OPENING
AND XUXX - MOMS INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
'-
SINGLE BOND BEAM
2x4 (MIN 2X3)I-3`16
"MIN
HIGHER ELEVATION
AT ZZ
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW
EN
SIZE.300 MIN EMBEDMENT I
T I
SINGLE BOND BEAM
AND
1141 &' FROM EACH END AND
AT LOWER ELEVATION
iS'O.C. MAX. MIN 1-1/4"
EMBEDMENT
#5 BAR BENT
ASSHOWN
2x6 (MIN 2 X 3) 2-3116 TAPCON
ON
1
PRE 31
-CAST 4
INK
OR DRIVE PIN (MIN SHANK
WINDOW .
GO
SIZE 145 MIN HEAD SIZE,300
z
SILL
MIN EMBEDMENT 1114") 8"
SLOPE
FROM EACH END AND I IT'
D.C. MAX, MIN 1-1/4"
Vis
EMBEDMENT
2x8 (MIN 2 X 3) 2-3116
N;
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHELL SO
SHANK SIZEA45 MIN HEAD
AS TO ALLOW BENT
SIZE.300 MIN EMBEDMENT I
2X4 SOLID BLOCKING
BAR TO BE PLACED IN
1/4") V' FROM EACH END AND
SECURE TO SHEATHING Wl
/7/16"
UPPER AND LOIA R
#5 MIN. REQUIRED IN
18" O.C. MAX. MIN I
MIN, 2-12d PER BILK. EA. END
VCMUWALL
BOND BEAM
EACH CELL HOOKED IN
EMBEDMENT
TOP BOND BEAM W1
OSS SHEATHING
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
CORNER BARS
ARCHWAY
FRAMING DETAIL
AT CORNER STEP
SCALE: I 1/2"=V-1)"
SCALE: 3t4!'=V-17'
PROVIDE 3'DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
—THROUGH LINTEL.
SINGLE #5 CORNER
BAR, 3Ox3O TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BE"
8x8 CMU PIER
PROVIDE #5 BAR
Wl SINGLE OR DOUBLE REINF. BARS),
AT EACH SI E
SEE PLAN.
STEELREINF.OF OF ELEVATIDON
ENSURE THAT PIER GROUTS BENEATH
BOND. BEAM CHANGE
LINTEL.
CHANGEIN
ELEVATIO
SINGLE LINTEL, MULTIPLE
OPENINGS
A R 9 Nl T I C T S
6
Design
G r ZOUSMO, a.
41 N, RONALD REAGAN BL)
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.00m
AA 111: 0003325
mmop
F-BUMM & Lo
SILVERADO
LOT #6
BLK #10
PIWJmgvT#
03719.000-06101
wo sm.:
"2045-LANTANA"
GARAGE EWDTG-
RIGHT
PACE:
DETAILS
%150 MPH W.
rpp-'NT 10/30/20
DATE:
scAuc: 1/4"=f-0"
113*1ZET
%S2. 1A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 11/2* HOG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d X 1 112"HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS,
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4').
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND
APPROVAL.
9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" D.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
I ' ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3 TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS,
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
I MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
AH11T
2X4 BLOCKING BETWEEN ----
TRUSSES 24"O.C. TOE NAILED 13T
TO ADJACENT TRUSSES W/ (2) AH
16d COMMON NAILS & SECURE
TO BM- W/ SIMPSON LTA2 USED AHiS
TO BRACE TOP OF WALL.
AH17
AH19
A
A
A
A
A
A
FRAMING PIAN_
SCALE: 114"= V-0"
A R C N I T F C T
6
W019n
Groupr6.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH:407-774-6078
FAX: 407-774-4078
bdosigngroup.com
AA #: 0003325
L wwwla
Ll
PlauDDIV. & I I
SILVERADO
LOT #6
BLK #10
PROJECT#
03719.000-06101
MODMIU
"2045-LMANA"
GA,RAGE 8WINO:
RIGHT
PAGE.,
FRAMING
PLAN
�50 MPH W.
r—p=NT 10/30 /2,
DAM
9CALZ- 1/4"=l'-0"
N*KEET
S 3
41) SIMPSON HETAI 6 TRUSS ANCHOR WITH
(9) 10dx I J"NAILS TO TRUSS
42) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) 16d x I j'NAILS TO TRUSS
OBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
�J) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 1 Od x 3 J"NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12)16d x 3 � NAILS TO GIRDER
lx2,2x WOOD FASCIA
SEE ARCHITECTURAL
2x SECURED W1 (3) 1 6d
GALV COMMON NAILS.
1 X2 SECURED W/ 10d
GALV. COMMON NAILS
12" O/C
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFMALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2" x 4",
6", 8'x 4'-0" MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX, TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEEREDWOOD
TRUSSES 0 2N' O/C,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT Ul 810 LBS, L:770 LBS (I PLY)
B ALLOWABLE UPLIFT U:2365 LBS, L:I 430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT U:2705 LBS (2 PLY)
TYPICAL TRUSS/ SCALE: 3/4"=V-0'
GIRDER CONNECTOR(S)
ammm
BAMIM
7570
3WWOOD PANELS
6000
(2) 1/2' WOOD PANELS
so
(2) 1/2" WOOD PANELS
90
2x LUMBER
314" T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG I -JOIST
5/9'GYPSUM BOARD OR 1/2"HIGH
STRENGTH CLG. BOARD
SECURE I -JOIST TO TOP PLATE
./ (2)12d TOENAILS
DOUBLE TOP PLATE
2x4 OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING SINGLE
BTM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
1/2'GYP. WL. BD.
r,--\I-JOIST CONNECTION @ L.B.W.
�,��UE: 34"=V-0" (NO UPLIFT)
OUTER 1/3 OF
SPAN ONLY
BTM. -
PLATE
DEPTH IWO
—HOLE EDGE -518r
—HOUE DIAMETER
2/5*D SGL. STUD
/—HOLE EDGE �5/ff'
0�,
',�_HOLE DIAMETER
� 3/5*D DBL. STUD
STUD NOTCHING
AND BORING LIMITS
ENGINEERED WOOD TRU
0 24- O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETAI 6
TRUSS ANCHOR WITH
(9) 10d x I J" NAILS TO
GIRDER. PROVIDE V'
MINIMUMCONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
PLYWOOD SHEATHING. SEE
"ROOFMALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
NOTE: A PT SYP #2 2"x C,
6", 8"x 4'-0" MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TIEDOWN REQUIREMENTS.
\.—A-(I) S MPSON LGT3-SDS2.5 GIRDER TIEDOWN
11
WITH (4) t x 5" TITEN HID TO CMU AND (12) SOS
�'x 2 J'TO GIRDER
B�1) SIMPSON FGTR GIRDER TIEDOWN WITH
(2) J'x V'TITEN HD TO CMU AND (18) SOS J"x
1.2,2x WOOD FASCIA
SEE ARCHITECTURAL
3" TO GIRDER
2xSECURED 1(3)1 -
C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH
GALV. COMMON NAILS.
(2) � . 5"TITEN HO TO CMU AND (18) SDS J. T'
S
1X2 SECURED W/ 10d MASONRY BOND
SCREWS TO GIRDER (EACH TIEDOWN)
GALV COMMON NAILS BEAM
SEE SCHEDULE
ENSURE THAT CELLS ARE GROUTED
12" 01C
SOLID, 8- EACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
B ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
0 ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN.)
TYPICAL ROOF
2a 2b 2c
GIRDER CONNECTOR(S)_-_��-
mm
aAmem
THIDIM
WOOD PANELS
D PANELS
D PANELS
LSTA12 20 GAUGE 1111 114'
L�
0dx1/2 HDG COMMON NAIL&
EACH END TOTAL OF 10 6m
(2)112'WOO
60
(2) 112' WOO
.\IVO
10
2. LUMBER
LVUI-JOIST WITH
K L CK
I
HTT4 W/ 5/8"A.B. WITH
MIN. 7" EMBEDMENT
TO SLAB & (18) 1 6d x
2-1/2" NAILS TO POST.,
POST TO SIT DIRECTLY
ON SLAB
r_�\LVLMOOD POS
5
A - SIMPSON HUS28 G � 1200 LBS, U � 1280 LBS W/ (1) 3t4"* SIMPSON TTTEN BOLTIJ-BOLT, 5" MIN.
EMBED (22) 1 Sd GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS.
8 - SIMPSON HUS28 G � 2400 LBS, U - 1425 LBS W/ (2) W4- SIMPSON TITEN BOLT/J-BOLT, 5"MIN,
EMBED (22) 16d GALV. COMMON NAILS AND (10) 1 Sd GALV. COMMON NAILS.
C - SIMPSON HGUS28-2 G < 2400 LBS ' U � 1810 LBS W1 (2) 3J4"* SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36) 1 Sd GALV, COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
D - SIMPSON HGUS28-2 G < 4800 LBS, U � 1810 LBS W/ (4) 3f4'- SIMPSON TITEN BOLT/J-BOLT, 5"
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS.
E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLT/J-BOLT, V*
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS,
WOOD LEDGER
(ATTACHMENT DETAIL
D SCALE: 3/4"=V-0"
# 1100 UPLIFT SIMPSON
HTSM20 W/I 0 10d TO
TRUSS AND (4) 1/4" x 2 1/4!'
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 19DO UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL W110 10d TO
TRUSS AND (4)114"x 2 I/C
TITEN 2 ANCHORS TO
CONT POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TITEN 2 ANCHORS MIN.
2" COVER & 2" APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
SCALE: 3/4"=V-V
..
(2) 2X4 No 2 SYP DIAG
"' '
2x4 BLOCKING BETWEEN
3 N d
BRACE W (3) 12d Q? i�.
W' ( ) " R
TRUSSES WHERE
TRUSS (DIAG. BRACE TO
S (DAG BRACE TO
X-BRACING IS PRESENT AT
r
, TRUSSES)
COVER 5 TRUSSES)
4�4' O.C. (AT SHEATHING
0-4- TO 30'-0' (1) -r BRACE
'ACE
SEAMS)
30r,l - TO 60--0 (3) 'X" BRACE
SECURE ZxS PT. PLATE
(1) x- BRACE 0 CENTER
TO BLK W1 1/2" DIA.
AL
(2) ")CBRACE DIVIDED EQUALLY
ANCHOR BOLT W/ 2"
FROM CENTER TO END.
ft
WASHER SET IN HIGH
2x WOOD FASCIA,
STRENGTH EPDXY 6"
SEE ARCHITECTURAL
MIN. EMBED. AT 32" OC
_VTURAL
MAX.
PRE-ENG GABLE TRUSS
SECURE GABLE TO 2X8
P.T. PLATE W/ 12d*� 8"
STIFFBACK (AS PER
D.C. MAX
TRUSS ENG)
CONT, 20 SECURED W/
(2) 10d% @ EACH TRUSS
TO BE INSTALLED 0
10'-O"O.C. MAX.
(�) NOT USED
&EDGE
CENTRAL
SPACING
SPACING
SEE
SEE
$CHEDUL
SCHEDULE IEE�FRAMINGPLAN
SEE �CHEDULE FOR BO
-EDGER SCHEDULE d
w
5 1/2 MIN. EMBED. (TYP)
IFT 49
1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE
PLACED INTO GROUTED CELLS, 8"ALL AROUND
BOLT.
Z
2. END OF FRONT AND REAR LEDGER SHOULD
LAP A MIN OF 4'-W.
3. ALL BOLTS TO HAVE WASHERS
EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY
t4.
CLOSER THAN 6"O/C.
5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4"
(2) PT
DIA_,x 3" MASONRY SCREWS MAY BE USED,
LEDGER SCHEDULE
MARK
SIZE
BOLTSIZE
NEDGESPACM
C19iTIOLVACM
A
DOUBLE 2X8
1 tz"
11.
16"O/C
B
DOUBLE 2x8
3/*'
S" 01C
24"O/C
C
DOUBLE 2xI0
1'..
8" O/C
16"O/C
D
DOUBLE 2xI0
3/4"
8" O/C
24" O/C
E
DOUBLE 2XI 0
3W
S"Otc
16"O/C
F
DOUBLE 2XI2
314-
O/C
1 12" OIC
WOOD LEDGER DETAIL
E: 314"=V-0"
SEE SCHEDULE FOR
BOND BEAM RED.
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 31*'=I'-01'
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H1 OA OR LOT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, FI, AND F2
FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
SALTERN TE MATERIALS
�� ALE: 3/4"=I'-0"
A k C IN I T I C T 8-1
6
20ftjolgn
I..
Group.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA 111: 0003325 A
�m
C5 .
rat
call
ch Hil
I ounDrv.
SILVERADO
LOT #6
BLK #10
PItOJZCT#
03719,000-06101
UODE1.
"2045-LANTAN
GAJP.ACI,E BWMG:
RIGHT
PAGM
DETA11S
U50 MPH EXP.
Wov I
rpmNT
DAM 10/30
8CAJL&'1/4"=1'-0"
a*==
S3. 1A
%% ..0
FLOOR DECK
I a
cm
2x6 PT TERMINATION
2x4 STRONGBACK ECURED TO BLOCKING SECURED TO WALL
'0 WALL
EACH TRUSS Wl (3) 16d COMMON W/ (6) 3116" * x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP I
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY iOl-(r BUT REFER TO
TRUSS ENGINEERING
2X4 STRONGBACK,
FLOOR BRACING
SIMPSON H6 W/
(8)8d COMMON NAILS 2x ST DS�
S MPSON H6 W/ (8) 8d EACH END
IM
COMMON NAILS, EACH
END EVERY STUD OR ON -Ar-
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
\ I
'y
SIMPSON SPH41SPH6 BTM.
PLATESTRA SW/10dxl
FLOOR TRUSS OR 1/2"HOG NAIPLS
GIRDER TRUSS
WALL FLOOR FRAMING,
TRUSS PARALLEL TO WALL
DBL PT 2x6 BUK'NG BETWEEN
TRUSSES Wl 10d (ID 3- D.C. 1ST PLY
INTO LEDGER AND 10d @ 3' O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL
ALL
REINF PER PLAN
PLAN
PER ELEVATION
AT'ON
0
i
0
AR
PERELEVATION 'L� "Sig
IV -
1X2 FIRE -STOP
414"
�V_
T
oil
#8 WOOD SCREWS d
x 2" LONG @ 3" O.C.;
2 L
A
STAGGERED OFF
S T
CENTERLINE OFF 2x6;
C E N
3' 4
IMF JIL
SIMPSON A23
EA
EA, TRUSS
S T
NAILING PATTERN
I
�_p RE -ENGINEERED WOOD
FLOOR TRUSSES (SEE
L FRAMING PLAN)
DBL 2X LEDGER
X _
6
SEE SCHEDULE
S U
TI
;SE�CTION DETAIL
AT TRUSSES BEARING
r,,-"\ON EXTERIOR WALL
�,��E: 314'�V-V'
#8 WOOD SCREWS x 2"
LONG Q T' O.C.;
STAGGERED
AS SHOWN
DIL 2XI LEDGER
, _� E SOLT
TO C MU W/ 1 GINEXP.. SO LT
AN.I��FROM
D 111T
8! CMU WALL
REINF PER PLAN
FLOOR DECK
PER ELEVATION 9;� 11
0 _Aw__
INL
0
PER ELEVATION
T PRE-ENGINEERED WOOD
CEILING 24" IM
2x4 P.T. FLOOR TRUSSES (SEE
NAIUERW/ FRAMING PLAN)
MASONRY NAILS
@ 12 D.C.
I X2 FIRE -STOP
SECTION DETAIL
AT TRUSSES PARALLEL
(----)TO EXTERIOR WALL
4
���SCALE: 3/4"=V-0'
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x6 BLK'NG BETWEEN
TRUSSES Wl 10d @ T' O.C. IST PLY
FLOOR DECK
2x4 CONT. W/ (4) 16d NAILS
INTO LEDGER AND 10d @ 3- O.C.
#8 WOOD SCREWS
NOTE:
@ TOP OF FLR TRUSS
STAGGERED UPPER PLY INTO 2x6
x 2"LONG @ 3" D.C.;
2x4 BLOCKING @ EA. BRACE.
TOENAIL INTO TRUSS Wl (4) 1 6d
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS ST.
BELOW
STAGGERED OFF
NAILS @ EA. END
MUST NOT BREAK WITHIN
PLATE OF 2ND FLR)
CENTERLINE OFF 2x6;
314"AS SHOWN
2x4 BRACE @ 48- 0. C' wt (5) 12d
V-4" MIN. FROM 2NO. FUR.
FLOOR DECK
NAILS Q EA. END
LINE
2x6 CONT. W1 (8) 16d NAILS
OBL 2X8 LEDGER
TO CMU Wl i/2'EXP. BOLT
8d RING SHANK NAILS 0 4- 0' C , MAX
Q ST. OF FLOOR TRUSS
8" CMU WALL
AT 16" O.C. AND 8" FROM
INTO BLOCKING
(ST. 2X6 S FOR WALL
SHEATHING NAILER)
REINF PER PLAN
END Wl MIN 5-17 EMBE�._
l6d NAILS @ 8- O.C. MAX
IX2 �IRE-STOP
PER ELEVATION gL
FLOOR DEC
__ -
�PER ELEVATION PER ELEVATION
\ 'IV
It
E
NALING PATrERN
I w
:P
0
w
PER ELEVATION AkF'� 2 EZ
jkPER ELEVATION PER ELEVATION ja
IV ,
1. E-IENGINEEREDWOCID
PRE-ENGINEERED WOOD
2x4 P.T. CEILING
FLOOR TRUSSES (SEE
FLOOR TRUSSES (SEE
NAILER W1
FRAMING PLAN)
PRE-ENGINrERED WOOD
FRAM114G PLAN)
MASONRY NAILS
Q 12" O.C,
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FOR
SIMPSON HETA-16
REPAIR DETAIL IF
FRAMING PLAN)
BOND BEAM REQ. BOND BEAM REQ.
EVERY TRUSS (VERIFY
I X2 FIRE -STOP
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16 @
. . .
W1 TRUSS PLAN)
AT TRUSSES PARALLEL
32'. O.C. MAX.
(VERIFYW/TRUSS
SECTION DETAIL
r;_'),TO
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
r,--'\PRE-ENG
FLOOR TRUSSES
NOT USED
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO SAYS 4'-O"O.C. (AT
PRE-ENG'D
WOOD
SEE SCHED. BELOW
ROOF TRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (rYP)
@ 24- O.C.
NOT SHOWN FOR CLARITY)
MAX
PER ELEVATION
FOR STRAPPING
VERIFY
PRE-ENG ROOF TRUSS
�Gyp
SECURE 2x6 PT. PLATE TO BUK
Wl TRUSS PLAN
TRM TO TOP PLATE
5/8"GYPSUM BOARD OR 1/2"HIGH
Wl 1/2"DIA. ANCHOR BOLT W/ 2"
A - SIMPSON MTS12
STRENGTH CLG. BOARD
44146 SYP NO. 2
WASHER SET IN HIGH
U � 990 LES W/ ('14) 10d
CU
SECURE TRUSS TO TOP PLATE w/ (2)
WOOD POST TO
STREN HEPDXY6"MIN.
GT
GALV. NAILS.
16d TOENAILS
T
SLAS.SEE
EMBED, AT 32" OC MAX
8 - (2) SIMPSON MTS12
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2x8 P.T
U � 1420 LBS Wl (14) 10d
BELOW FOR
PLATE Wt 12d'� V* 0 . C.MAX
GALV. NAILS EA. STRAP
2A OR 2x6 WOOD BEARING
WALL W/ SYP No 2 STUDS SEE
CONNECTION —
FL#17239
PLANS FOR SPACING. SINGLE
CONC,PO ED
BTM. PLATE TO BE PT.
LINTEL CO SE
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 STM
_T
1/2" GYP. WIL. BD.
:0:
ANOTOP PLATE C..RS W,
1 Od x 1 1/2" COMMON NAILS
SECURE ST. PLATE TO SLAB W/
—
CONT. 2x4 SECURED W/ (2) 1 Od's EACH
FILL ALL HOLES, 00 NOT USE
M2"xg" WEDGE ANCHOR W/2"
WASHER SET IN HIGH STRENGTH
TRUSS/WOOD POST CONNECTIONS
TRUSS TO BE INSTALLED a I V-0- O.C.
MAX.
10d x 3"
EPDXY 6-1/2" EMBED. MIN. @ 16'
OC MAX.
s.,.:
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
TRUSS TO POST CONNECTION
A - SIMPSON MTS-1 2 U < 990 1 IRS W/ (14) 10d GALV. NAILS.
8 - SIMPSON HTS-20 U � 1310 LRq Wl (20) 10d GALV. NAILS.
C - 2-PLY.SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS Wl (16)
114NT'SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 114'X 2 1/2" SOS TO POST
_��TRUSS CONNECTION @ L.B.W.
PWTO SLAA CONNECTION
1)
&4"=V-0"
A&B - SI PSON ABU44Z POST BASE <UA,9W G:5,660 Wt 5/8 DIA. x 6* EX . BOLT
SIMPSON ABU49Z POST BASE �U:2,31)0 G:10,335 W1 WS DIA. x 6'EXP.BPOLT
C - SIMPSON HTT5 POST ON SLAB �U:4,15M Wl 5/8"A.B. WITH MIN. r
EMBEDMENT TO SLAB & (28) 16d x 2-1/7 NAILS TO POST.
A I C N I T I C T I
6
n
GmW010a
41 N, RONALD REAGAN BLI
LONGWOOD, FIL 327W
PH: 407-774-6078
www.abdosigngroup com
AA #: 0003325
k
flu
BuBDIv. & Lo�
SILVERADO
LOT #6
BLK #10
pa0imcTfp
03719,000-06101
MODMI.
"2045-LANTANA"
GAMAGE BIWMG:
RIGHT
PAGW.
DETAILS
50 MPH EXP. 12
:"JoI
DATZ: 10/30/20
8C#L=: 1/4"=V-0"
MMET
S3. IB
a
SIMPSON HlGAOR LGT-2Wf
1 OdXl � HDG NAILS; FILL ALL
HOLES
FIBERGLASS SHINGLES OVER
#30 FELT PAPER ON k O.S.B.
SHEATHING OR ? CDX
PLYWOOD SECURED PER
NAILING SCHEDULE
KNEEWALL TO BRG. H.T. W1
2X4 SYP NO. 2 STUDS @ 12' 0,C,
KNEEWALL TO BRO, H.T. W/
2X4 SYP NO. 2 STUDS @ 12- D.C. W/
SP2 TOP & SP1 BOTTOM
MTW-12 @ EA. TRUSS
— 2x4'S __7"
2X4 NAILER —
STUCCO OVER FELT
OVER PLYWOOD
0
r.--\ENTRY D.ETAIL-ELEV. T
PRE- ENG. TRUSSES SECURED
PER FRAMING NOTES
BRG. HT. SEE PI AN _+_
21 SYP #2 DOUBLE TOP PLATE,
LAP TOP PLATE A MIN. OF 48"AND
NAIL Wl 16d COMMON NAILS,
2-ROWS, 4' O/C BTM. LAP TO OCCUR
OVER STUD
SHEATHING ATTACH PER
NAILING SCHEDULE
SIMPSON SP2 0 EA.
STUD TOP TO TOP PLATE
FL #17244
2x SYP #2 BLOCKING AT MID SPAN
OF WALL, REQUIRED WHEN WALL
IS OVER 5,_O" IN HEIGHT
2x SYP #2 KNEEWALL FRAMED
0 16" O.C. MAX
SIMPSON SP1 @ EA. STUD
BOTTOM TO BOTTOM PLATE
FL#172"
BRG. HT. SEE PLAN
SECURE P.T. BTM. PLATE TO BLK. Wl
1/2"xg" ANCHOR BOLT Wl 2"WASHER
SET IN HIGH STRENGTH EPDXY 9'
EMBED. MIN. 0 16" OC MAX.
CMU WALL
M=191=1=
KNEEWALL DETAIL
OCALE. 3/4' - I'-C'
(L
(2) 2X12 HOR W/FLITCH PLATE.
ATTACHED W/(2) MSTA-24 @ EA.
SIDE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x SUB -BAND
I & CLG. HGT.
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
j O.S.B. SHEATHING OR J' COX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE
MTS 12 @ EA. TRUSS
2X4 KNEEWALL TO BRG. HT.
SECURE TO CMU W/ 1/2'X9'
ANCHOR BOLTS W/ 2"WASHERS
SET IN HIGH STRENGTH EPDXY
@ 16- O.C. (6- MIN.
EMBEDMENT�TYP.
F-A R 0 N I T 1 9 T lll'�
a otabon
no.
sm�
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAK 407-774-4078
www.abdosigngroup.com
L AA 111: 0003325
rouBDIV. a. L"004
SILVERADO
LOT #6
BLK #10
PROJMCT#
03719.000-06101
UODZIL.
'2045-LANTANA"
GAMAGIC SWINCt:
RIGHT
PAGM:
ENTRY
DETAILS
%J50 MPH EXP.
F'pp"T 10/30
DATIL
scAuc: 1/4"=V-0"
B*gr.m
S3. IC
4% -A
2
ft
� W
... - END
HIP POOP
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-10
ZONE 1 20.97 PSF (30,97)
ZONE 2 35.67 PSF (45.67
ZONE 3 61.06 PSF (71 , 06�
"A7= W-13" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE: -B"
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT � 0.18
ROOF OLMniRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 711 S'
O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR
CEMENTITIOLIS TILE AND METAL ROOFING, USE
MIN. 518 COX EXT. PLYWOOD, WITH Sd RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND Bd RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ W'O.C. EDGEWISE 20
BLOCKING ALL PANEL JOINTS W/ IN 4'OF GABLE
END.
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIk
SHANK
TENSILE STR.
SHANK
8d
RING SHANK,
2 1/7'
0,120"
170,000
RING
6-20 RINGS
SCREW SHANK
INCH)
Sd
SCREW SHANK
2 W"
0.120"
PNEUMATIC
SCREW -NAILS
I NAIL SIZE PER ASTIM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
f=RIOR SHEATHM
USE 1/2" COX OR 711 6"O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4�'O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP &
BOTTOM PANEL AND 8d RING SHANK GUN
NAILS AT S"O.C. AT INTERMEDIATE SUPPORTS
OR 7116" Zip SHEATHING SYSTEM (INSTALLED
PER MANUF SPECS.) SEE DETAIL.
z UU
Z
LU
<
m
z
If
8d RING SHANK GUN NAILS @ 4" O.C.
11 TOP& BOTTOM EDGES .,
Z
z
z
Z UJ
z a
=) 0
a UJI
Ne
z
< d
x
in
L-0
z
U)
M 8 ULU
.
cn
0
Z to
z
EL
TOP CORD BLOCKING AT IV
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER ORZ.US
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENOWALL BRACING
FOR GABLE END FRAMING
Sd RING SHANKGUN NAILS
6" D.C. IN FIELD
8d IiING SHANK GUN �AILS @ 12' O.C. IN
FIELD or Sd x 2 1/2" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12- 0.
FIELD 7
TYP. 3/4" T&O SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ROOF SHEATHING LAYOUT
AND ENOWALL BRACING
FOR GABLE END FRAMING
Sd RING SHANKGUN NAILS
6" D.C. IN FIELD
8d IiING SHANK GUN �AILS @ 12' O.C. IN
FIELD or Sd x 2 1/2" SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12- 0.
FIELD 7
TYP. 3/4" T&O SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 311r.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND
Wow:
ARCH:TECTURAL. MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 8%AiR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR
ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILD114G CODE STANDARDS: FBC-R 2017. ft EDITION
ALL EXPOSED EDGES OF CDNCFETE ARETO BE CHAWERED.VC
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING. LEDGERS, BLOCKING,
ACI 318-14, BUILDING CODE REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE. ACT 530-131ASCE 513 AISI SPECIFICATION FOR THE DESIGN OF
PROVIDE 64A CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSIM-GROUND WHERE INDICATED ON
ELASTICITY = 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGS. SEAMS LAPPED IT INCHES AND SEALED NTH ADHESIVE TAPE.
PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FORM-VV0RK-
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347,
Wl DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THANW OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP 02.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
IS COMPLETE . IT IS THE CONTRACTOWS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCESTO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
DONOT ALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOAM:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pf
20 psf TOP CHORD
1 0 psf BTM CHORD -nt
DEADLOAD DEAD LOAD
15 pst TOP CHORD 20 Pf TOP CHORD
(7 P$f - ASPHALT SHINGLES) (10 psf vd No GYPCRETE)
10 Pf BTM CHORD 5 Psf BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 10PO
BALCONY LIVE LOAD 60 Psf
STAIRS LIVE LOAD 40 PSI
WIND: DEAD LOAD SPEED = 150 MPH 3. SECOND GUST
(ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY 11)
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pf. UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 2OP11, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf. BALCONIES (EXTERIOR)
AND DECKS: 40P51, GUARDS AND HANDRAILS: 200psT, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS:
40pd
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY. LENGTH. ELEVATIONS, DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT
DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP ORkWINGS IN THE FORM
OF REPRODUCIBLE SEPLAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pst, FOOTING
EXCAVATIONS AND SLAB SUB�GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL
SOIL FOR TERMITE PROTECTION,
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL
BE MADE BY THE GEO-TECH. ENGINEER,
CONCRETE:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAR
CONTRACTOR $HALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO
CONCRETE PLACEMENT, CONCRETE SLUMP $HALL NOT EXCEED S'* PRIOR TO THE ADDITION OF PLASTICIZER
CONCRETE SMALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC.
CONCRETE TICKET$ SHAU. BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIRE ALLOWED FROM WHEN WATER IS
ADDED TO THE MIX UNTL IT IS DEPOWED IN ITS FINAL POSITION SHALL NOT E(CEED 90 MNUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER THAN 90 MINILTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE
RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPLIANCE WTH THE ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS:
A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY B(POSED TO EARTH (FOUNDATIONS):
S. FOR CONCRETE EXPOSED TO EARTH ANDOOR WEATHER
IV2'FOR AS AND SM41LER
r FOR 06 AND LARGER
C. FOR CONCRETE NOT EXPOSED TO WEATH
314'FOR SLABS, WALU5 AND JOISTS
1.1(r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM A 185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. "RE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2'CKAIRS SPACED 3'-O'OC, EACH WAY.
REINFORCING STEEL*
RESAR SHALL BE ASTM ASIS GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM Ael 5
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR RE%nEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36"
#5 BAR - 30" #7 BAR - 42"
PROVIDE 36* x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
FOR ADDITIONAL INFORMATION.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
WALL.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR
STRE$S-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036* AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, 'DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIAWCA BCSI 1"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSS ISLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
MASONRY:
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
*SPECIFICATION MASONRY STRUCTURES' (ACI 53V ASCE 5rrMS 402, BUILDING CODE REQUIREMENTS FOR
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), As
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUSS ENGINEER.
ALL BLOCK WALLS SHAUL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN ISHALL SUPERCEDE THOSE
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fM - 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ALL TRUSS TO TRUSS CONNECTIONS.
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3f8'
COURSE AGGREGATE , AND SHALL BE PLACED W! A SLUMP OF W TO 10*. USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
TYPE'M'OR'S'MORTAR ISHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 3/0"THICK UNLESS OTHERWISE NOTED, REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (4a BAR DIAMETERS), U,N.O.
STRUCTURALSTEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM
ASS, Fy = 3e KsI FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B,
Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
FASTENERS
FASTENER
APPLN
APP,__
1.
1
I P_
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CONTACT THIS ENGINEER FOR SPACING
_.-NOTE
... I..,
REQUIREMENTS
.seo.—No
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.PT P 1� END ..T.
ITO ,_ _21
=T_ E. TA`oD E DIST".7
Ts.
NOTT
l.S LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA
3. ALL FASCIA MATERIAL $HALL BE HAND FRAMED
4, PAF SHALL BE HILT] kZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECI IED HEREIN
5.FASTENE SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE RULED AND
2x MEMBER$ ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
A I C N I T I C T 3
6
aDesoign
I.
Grouln.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-7744078
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On4T 10/30
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