HomeMy WebLinkAbout6574 Cobble Bliss Stv
2�795-U'AMDEN
I
R, HOR110N
12602 TEI ECX:>M ORIVE, TAMPA, FL_ 33637
-re,l: (813) 740-9720 Fax: (813) 740-9715
ALL WORK SHALL 001APLY WITH PREVAILING
CODESFLOI 'IDA BUILDING CODE,
NATIONAL ELECTRIC CODE.
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
REVIEW DAT§Ep
pWY-RHI S
C11-y OF ZEPH RHI
PLA'S EyAMINIER JL
9STATE 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
Ram Bum= CM& UngnUl.
CH IMON (2M?)
-ML LOCAL AM SUTI COM
-OCCUPANCY - RESIDENTIAL GROUP R3
:CONSTRUCTION TYPE - VB
MIN. INTERIOR FINISH - CLASS B
BASIC WIND SPUD - Vult=150 MPH
Vasd=116 i[PH
:EXPOSURE - B
I -STORY RESIDENCE -
-2-STORY RESIDENCE - 11W. IIEIGHT AS PER WCAL
An STATE CODES
ABV
A/C
ADI
ALT.
AMP
BD'
CL
CAB
cw�
CLR.
CONC
C
CPT
.T.
D
DEL.
D.G.
D .
DM.
D:SP.
DP.
DIL
D.S.
I,
D.W.
EA.
ELE
EQ. V
EXIT
EXT.
F G./FX
F.O.
FIN.
FIR.
FLUOR
FR. DR.
FTG'
GA.
GAR. DISP.
G F.1
rL.
Gyp BD.
H B
HE
HDIL
HGT. OR ITT
INSUL
INT.
A VE
AIRCONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
C TER L
CEANBINET WE
C ILING
CLEAR
CONCRETE
C ET
CERAMIC TILE
DRYER
DOUBLE
DUAL rLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNS UT
DETAIL
DISHWASHER
EACM
ELEVATION
EQUAL
EXHAUST
EXTERIOR
FIXED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE RIB
HOLLOW CORE
H ADER
HEIGHT
INSULATION
[NTER1OR
LAV.
Lum.
M.C.
MFR.
MIN
M.T.
MTD.
MTL.
N T.S
0 C.
PL
P.B
PH.
PLT.
PLYWD
PIL
P.T
R,'
RAD.
RAG.
REP.
RM.
P.O.
SC
SK
S.H.
SHT.
SHTHG
SHWIL
s M.
11
SL.
SL. GL�
STD.
sws
TEMP.
THK.
T.O.C.
TO P
TG:S�
TYP.
U.N.O.
V-P.
W.
W/
WD.
WOW
W/H
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTYLINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PREssuRP TREATED
RISER
RADIUS
RETURNAIRGRILI,
REPRIGERA, R
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWFk
SIMILAR
SLIDING
SL[DINGGLASS
STAINDARD
S EARWALL
SECTION
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF P TE
TOP OF SLLAB
TYPICAL
UNLESSNOTED
OTHERWISE
VAPOR
WASHERPROOF
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
DATE
DESCRIPTION
OM/10
CONTfWL DATE
ARCHITECTURAL SHEET # DESCRIPTION
ftrd"
ADDED 150-C EWMINEERWv
PG Cl-COVER SHEET
PG GN-GENERAL NOTES
PG Al -FLOOR PLAN
PG A2D-FRONT AND REAR ELEVATIONS "D"
PG A3D -LEFT AND RIGHT ELEVATIONS "D"
PG El -ELECTRICAL PLAN
PG PI -PLUMBING PLAN
PG MI -MECHANICAL PLAN
PG DI -DETAILS
PG D2-DETAILS
PG D3-PRODUCT APPROVAL LISTING
PG WAI -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4 -WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
01/25AS
ADDED OPTIONAL PENDENT LIGHTINGi AT fQTCI-EN
0112BAS
FIXED DIMENSIONS FOR STUDY AND DINING ROOM
00102AI
RE%1SE WFT CALCS
10/141IS
UPDATED LED LkSWTS PER OR WORTON
01WAS
UPDATED LED DETAIL BUDDLES, PER D)t HORTON
11106AS
ADDED FOUNDATION ON c.ARAr.E SEARING WALL
021CS40
UPDATED SIMPSON CONNECTORS I.L.0 USP
nAMW
ADDED thV-P ENd3tNEERIW3
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
CR04W
REMOVED STOW r
_Ap NOTE ADDED FOAM CAP ONI ELEVATIONS
SQ.FT. CALCA
0SCOW,
EE(IIAN ADDING. ELEVATION INTO LOT RECIUESTS AND MASTER
0&404W
SENT ROM PACKAGE TO TRUM ENGAWEEIR FOR TRUSSES
IST FLOOR LIVING 2,836 Sa FT.
bit 60. FT.
ENTRY 6S SOL FT.
COVERED LANAI 1133 Sa FIT.
TOTAL 3,113 SOL FT.
3/WC
ADDED FRONT ELEVATION P PER DPAORTON
IA4120
CWANGGED ROOM NA'SS PER PA W0K'r0N
-
-
STRUCTURAL SHEET # DESCRIPTION
PG Sl-FOUNDATION PLAN
PG SlAA-DETAILS
PG S1.2-DOWEL PLAN
PG Sl.2A-DETAILS
PG S2-LIFT BEAM PLAN AND NOTES
PG S2.IA-DETAILS
PG S3-FRAMING PLAN
PG S3.IA-DETAILS
PG S3.lB-DETAILS
PG SNI -DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL UAB[IJTY 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 DETAILJNG OR EXPLANATION IN
ORDER To BUI[LD TIM PROJECT BASED ON THIS
DRAWING SET, THE CORRECT PROCEDURE IS FOR THE
BUILEIER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGWEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AS DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
A k 0 If I T I C T I
6
G Won
t4l N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www abdesigigroup cofn
AA #: 0003325
IF DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134MG-2628
FAX: 8134MG-2802
ETJUDIV. d&kc LWO
SILVERADO
LOT #25
BLK #10
PROJECT#
03719.000-25101
MOD=
2795-D
0AXAGE 8MM43:
RIGHT
PADZI:
COVER
SHEET
150 MPH EXP. B
IN
7/28/20
DATE,
8CALW. 1/4"=I'-
DHENT
c 1
GENEPAL NM
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3rrE WORK
I . 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 NTH SITE WORK NOTED HEREINSEE 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.
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.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
5.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS
THE CONTRACTOR V41LL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THEBUILDINGSfTE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
5. THE ARCHITECTIENGINEER 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 HAVE 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 UN11L PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPOKM
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 R302.6.1: 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1 - MIN. RIGID
ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN VNCH GYPSUM BOARD OR EQUIVALENT.
8. EXCAVATIONS TO BE A MINIMUM OF T- (r 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!
TIMER
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
k 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 (m 1-2014)
E, APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRLK71ON 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDUI F 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 F1960 FITTINGS.
3 * CONDENSATION LINES SHALL BE MINIMUM '/4' 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 CLEANOLITS SHALL CONFORM TO SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WIEN POSSIBLE.
% DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603,2.
EKTERIOR WALL COVERMN
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
EXIIERIOR FlINISHES
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH
ASTM_C926 & ASTM-C1063-12a.
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
- 1 FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PI;E 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-CIO63 -15A AND R703.7.
FRE REBWrAffr 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 1/7 GYPSUM BOARD. R302.7.
EXTEWR CEIUNGS
1. EXTERIOR CEILING TO BE 1/2"GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2"GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1
1/4"TYPE"W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S
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.
EMIWR SOFFn
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)
R703121.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
A R 9 N I T I C T 8
e0�4
/GNsolgn
rWoup Lm
t4l N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA#:0003325
IF DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE ID04
TAMPA, FLORIDA 33634
PH: 81348"628
L FAX: 8i34M2802
000;
F'BUSDIV. 89 Lo .14
SILVERADO
LOT #25
BLK #10
Plt0JECT#
03719.000-25101
MODEla
2795- D
GARACIZ 81WWO:
RIGHT
PAOM:
GENERAL
NOTES
150 MPH EXP.
F40LMD A. ABOUCKAM
L mr4owm ,
rpRlNT 7/28/20
DA=:
SCA=. 1/4"=l'-O"
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V-4'CL&
15,
+ 38�-sw
L _H i� b--
7
T-4- CLG,
4'-4' 111-61
---------------------
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GMT
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(SMOOTH TEXTURE?'
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PC% * 42'
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THRESHOLD AT
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DOORWAYS SWAL
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BE V2* HIdA4 MAX
3068
i
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7
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C421PLY III/ F To
PORCH
SHGC,34
I GARAGE DOOR
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TOR`36
OPENING, MATC44
MATERIALS PER
CMU TO V-47�Al-p
(TEMP.) .
6030-F& ELEVATION ALONG
25 SH 25 814
r4\
swur-23 FRONT
EGRESs EGRES66
6
UFACTOR,33
(TEMP)
FLOOR PLAN NOTES
- ALL DrIENSIONS APE FROM FACE OF 1 V BLOCK WALL
(OR SOW OF FLOOR 6LAIS)TO FACE OF WALL STUO UND
ALL INTERIOR IUALL$ APE 3)P UNO.
DRYER YONTED TWROWSH ROOF (VW NOT 11041ENNED
AIR COMMINIGGOR SET ON 44X44' FOURED OONC— I -AD.
PAD BEGING 6'PROM BOW OF WNCTURS.
- 81111161,11111111' dN FOR GINER& AND STANDARD 9PJWM
NOT06.
- ALL WMITAJ" 111001— TO 14AVE ARC FAULT CIRCUIT
IINTERRUPrEft
. ALL FULL WE04T IBLOOK UALL6 WTUM 141 1 0 CELLS
MrACUT OFENINSS AM SMAR L&
FLOOR PLAN
OCALE; 1/4' - P-0'
SQ.FT. ICALIC.'S
IST FLOOR LIVING 2,036 8a FT.
GARAGE 619 Sa FT.
ENTRY 65 Sa FT.
CADYERED LANAI IW Sa FT.
TOTAL 3,113 Sa FT.
ME
"WHODM
FOWO
A07M
FOOTAQE
MIR WINDOW
to
5
243/-32S
CRITERIA
EXTERIOR SWINGG
to
5
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DR. MIR CRITERIA
6A.D. MIN.
41
5
22J/-41.0
CRITERIA
*010 O.H.P.
1 112
1 b
1 20.5/44.11
BASIC WIND SPEED MPH = 150 (Vult)
INTERNAL PRESSURE COEFFICENT = * 0.18 BLDG.
CAT.=U. EXP.=B, MEAN ROOF HT. - 14'-9-
PRESSURES HAVE BEEN MODIFIED PER FBCR OTH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MINUFACTURER COW&DAISOMIll
SHIM AND SECURE
RADIUS CORNERS, SEE
Caj`ITER TOP
IES MATERIAL TO
PLAN
CABINETS.
BRACKET 4
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INSTALL PLAY
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mc
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PH: 407-774-6078
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www.abdosigrWoup.com
AA #: 0003325
IF DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134166-2628
FAX: 8!!��
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MANOM
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=04 -0� FIN
—�Grl
%REA OF ATTIC
3972 SCL FT.
4ET FREE VENTILATION AREA REQUIRED
1/300
1EQUIRED VENTILATION AREA
3972/300
13.24
/ENTILATION AREA X SQ. INCHES PER Fr. (144)
= 1906.56 SQ. IN.
AIN. REQUIRED VENTILATION
= .5X 1906.56
N UPPER PORTION OF ATTIC
V.')Z5.Z5 bLL IN.
OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT
953.28/115
TOTAL# OF VENTS REQUIRED 8.28939
TOTAL# OF VENTS PROVIDED 9
*AREA OF ATTIC IS THE PERIMITER OFTHE HOUSE, LESS THE OVERHANG
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AA #: 0003325
IF DRAFTING BY: M"N
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
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OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE T \5
OFF RIDGE VENT
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--- ------ ------ lk ---------------- -------
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LONGWOOD, FL 32750
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www.abdes4V*,oup.com
AA No 0003325 J
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134188.2828
FAX: 813-888-2802
ININInII
SILVERADO
LOT #25
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1
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PRINT 7/28/20
DATE:
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DESCRIPTION
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LOCATION OF TV JACKS A PHONE OUTLETS 4 PANS
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FIRE -CONSTRUCTION MEETIW3;.
ALL 15 8 20 AMP BRANCH CIRCUITS TO 15E AMC
FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION
20 AMP DEDICATED LAUNDRY CIRCUIT.
GPI * ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT IN
PANEL
BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY
OF 50 CFM INTERMITTENT PER TABLE M1501.4 Or
LAUNDRY ROOM RECEPTACLE SHALL BE CqOUND
FAULT CIRCUIT-tNTEMPPTER PROTECTION FOR
PERSONNEL ON FEEDERS)
WIRING3; MET140D SHALL BE NON METALLIC CABLE
AS NEC 2014 ARTICLE 300.4(BX2)
ALL RECEPTACLE TO ISE TAMPER-RBOISTANT
-ALL AMPS 614ALL
AND 15% OF LIQjWTt&IUST BE ENER51Y EFFICIENT
Y CONSERVATION
(RESIDENTIAL ENERQ11 k1h
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PRE -WIFE
L- - - - - - - - - - - -
---------------
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MULTI-GEN
j I SUITE
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— - - - - - - - - - - -
04
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— - - - - - - - - - - - - —
LED LIGHTING LED LIGHTING
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210 AU"M" (AL) IN 2" CIA GC+MMXU W PVC EDITION (201111
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Design
GrMogupO-2"
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
wwwabdesigngroup'com
L AA 0: 0003325 J
IF oRAFnNG By.. mm"4
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134186-2628
FAX: $134188-2802
XURIDIM a W7,
SILVERADO
LDT #25
BLK #101
PIROJZCT#
03719.000-25101
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RIGHT
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{4i N. RONALD REAGAN SLY
LONGWOOD, FL 327U0
PH: 407.774.6078
FAX: 407-7744078
www.abdesigngroup•com
AA#: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:813 M-2628
FAX: 8138862802
aysDly at I.OT:
SILVERADO
LOT #25
BLK 10
PROJECT*
03719.000-25101
MODEL,
2795—D
GARAGE' SWING.
RIGHT
PAGE:
PLUMBING
PLAN
V.150 MPH EXP. B
HVAQ NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED UT14 PROPER CLEARANCE, FOR SERVICING. PER
MFG. REGUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AJRSAS SHALL BE CONSTRUCTED Or A VALUE
OF NO LE68 THEN R-6 RATING. ALL SEAMS SMALL ME SEALED tLqTI4 GLASS PA15 4 MASTIC, AND
INSTALLED AS PER FOC 6TH EDITION (2011) MEC14ANICAL ELDG. C=E SECTION 603.
3. ALL FLEX DUCTS SHALL 15E APPROVED UL 101 CLASS I AIR DUCT AS PER NFPA WA 2-3J
4. FRIE6H AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN 0 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
b. ALL EXHAUST AND OUT61DE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF 6MOOT14 GALv. METAL.
OR OTHER MATERIALS AS PER FISC 6TW EDITION (2011) MECHANICAL CODE SECTION 60S
6. ENCLOSED SUPPORT PLATPORM& SMALL 15E OONSTRUCTED IN ACCORDANCE TO FRIC &TW EDITION
(2011) MECHANICAL C40DE 603.1
1. I5ATWROOMS CCNTAINING SATHTLOS, SHOWERS, SPAS, AND 61MILAR MATWIN53 FIXTURES SHALL 15E
MECHANICALLY VENTED IN ACCORDANCE WIT14 FOC 6TW EDITION (2011) MECHANICAL C4DDE SECTION
403.
S. ALL EXHAUSTED OATH ROOMS, SHALL 14AVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EGUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILING-18 AND WALLS SHALL HAVE AN APPROVED FIFE OR FIRE/&'IOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED UT14 ACCESS DOORS TO
RESET DAMPER, ALL DAMPERS SHALL BE INSTALLED TO MFG. REC40MMENDATIONS AND FMC 6TH
EDITICN (2011) MEC44ANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSIERS SHALL IBE PROVIDED UTW SALANCINIG DAMPERS.
IL DRYER 5006TF-R TO 15E A FANTECH 0011' ISOOSTER FAN OR EQUAL.
FANTECW 05F 110 DRYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
LEGEND
"'PLY AIR DIFFUSER
RETURN AIR GRILL
61DE-WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TFAR4K
5ROKEN LINE- RETURN TRUW,
BALANCING DAMPER OR 050
CEILING EX14AAJOT FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THERMOSTAT
CM
IlAS6-TWRU AIR GRILL
NOTE
ALL 14VAC TO 14AVE PROPER
PANS W/ DRAINS
>TTIC
A ATTIC
CEILIW3-\
-F
\ 00
F0 01
_----EXTERIOR WALL
SECURE STRAP TO CCNC.- CONDENSER
PLENUM
AIR RETURN
W1 (2)-3A6'X2' TAPCON5 UNIT WS ROLL STRAP
ORR
.—SLICTION AND LIQUID
AIR SUPPLY:::;�
I
REFRIGERANT LINES
:(//-SIMPSON
--Nl'-SECURE
AIRMANDLER--p
I
STRAP TO UNIT Wt (2)
4'CONCRETE SLAB OOXI 114' SWT. M. SCREW&
EXTERIOR WALL
3/4' PVC C40NDENSATE DRAIN LINE
CONDENSER UNIT
EVAP. TRAY
PVC SLEEVE TO LINES BELOW SLA5
CONNECTION TO PAD
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSINGS UNIT
7F5CR
NOTE, MAIN GOND. PRAIN 3/4' DIA.
TRAP DRAIN LIKE AND TERMINATE OVER 14EAD a 121 FROM STRUCTURE
IN AN APROVED DRAIN, AS PER
6TH EDITION (2011)
MEC44ANICAL 15LDG, CODE
SECTION 3012.4
HVAC
DRAINS.
COUNTERSUNIK
SCORIATED NICKEL FIN. FLOOR C.O. PLUG
EIRONZE FL. PL. OR WALL
SEE SPEC,
I'-VXD' CONC.
15RASS, PLLKx PIN. GRADE
OR PAYING
FITTING OR EXTENWON TO
0
F
ITTZ
SOIL OR WASTE AS FITTING OR
F
REGUIRED EXTENSION TO BOIL
R OR WASTE AS
WADE 8240-K JO&AM 560M REQUIRED
INSIDE SERIES NICKEL BRA66 TOP
'V
V4
CAULK P, 4 OPT'/6PEC
P . 0
INV.
IN V
PL
tlVTE 101-AMI OPIT—M-1
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NT5
MECHANICAL PLAN
WAI E- 1/4 - P-0-
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1441 N. RUNALL) REAUAN ISLVO*
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdoWgngroup.com
AA#:0003325
DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BENJIMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81341186-2628
FAX: 8134186-2802
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F'SIUBDIV. ag LOT'll
SILVERADO
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03719.000-25101
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PLAN
50 MPH EXP.
I
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DATIM 7/28/20
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NOTE: STUDS IN 5' DIA. SLEEVE, ZIIIXA� - - - - -- - - - - -
1/2' ORTVALL PARTITIONS SUPPORTING DO NOT CUT WAL =a" 0 poa
Z WALL HUNG PLUMBING REBAR SAOCIIN Iwo 1"I N. RONALD REAGAN BLVD.
FIXTURES AND WALL PIPE MATWIR ~ LONGWOOD, FL 32750
CABINET$ SHALL BE NOT A I
,W, PH: 407-774-6078
LESS T14AN 2x4, WHERE BOND BEAM 0 NOT CUT DOM MAMP.) FAX: 407-774-4078
SPACED NOT MORE SOLID GROUT THE 50NO -------- www.abdoW group.com
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6BOURE IST. W/ (1)- 45 BEAM PASTENOD TO AA M 00
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,THAN 24- OZ. TMACK OMACKM A.B. DESIGN GROUP
av FwaouCT DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
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FIN. PLw- TAMPA, FLORIDA 3MU
GARA PH: 813-886-2028
/'�2�APIPE THROUGH BOND BEAM r2B\GAS LINE THRU BLOCK r3 GE DOOR JAMBS FAX: 813496-2802
(I \1�1 SCALEt 3/4*-1'-0' SCALE: 1 1/2'-I'-C' 1110
)TYP. INT. WALL (NON-BRG.) F,
SCALE, 3/4'.P-0'
FIDER03LASS, SHWGLE6 2X4 W 24' O.C. MAX—
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OVER -30 FELT PAPER INSTALLED PER SECTION 2x 15LOOKIWo BETWEEN TRUSSED FIDERS3LASS, SHINGLES
P115ERSLA$6 614WxLE6 OVER W FELT PAPER OR
OR SYNTHETIC RWb1I ON J' O.$J5. PER STRUCTURAL DETAILS SYNTHETIC PRODUCT,
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OR SYNTHETIC PER SECTION Rw5.Ij PLYWOOD SECLIRED PER
PRODUCT, NSTALLED
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REFERENCE WINDOW ATTACHMENT AS PER PORTLAND CEMENT
STFLICTURAL MANUFACTURES SPECIFICATIONS PLASTER APPLIED
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z z z
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I
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NOTE: SHIM AS NEEDED TO PLUMB JAMB
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.
Is. Or. MAX SPACIW
NOTE, SWIM AS NEEDED TO PLUM15 JAM15
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MIN. 19115EDMENT 0149
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NOTE, STRUCTURAL 2X
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SECURE TO BLOCK Ul'y4*
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MIR EMBEDMENT IV49
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DOOR JAMB TO BLOCK +3 3/f
TO �BC +�3 3, 14
@W�E-E, �ILT
l"i N. RONALD REAGAN BLVID.
DO
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdn*group.com
AA#*0003J325
DRAFTING BY.-
A.S. DESIGN ROUP
DRAFTIN IN .
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
Z:8ilWISS-2628
FA 813-SM2802 A
a
0
BtTODIV. A&kc LIJO
SILVERADO
LOT #25
BLK #10
PROJECT#
03719.000-251011
MOD=
2795-D
GAPLAOM 8111MG:
RIGHT
PAGE:
DETAILS
150 MPH EXP.
3 1
mPPINT 7/28/20
DATZ:
SICALE: 1/4"=l'-O"
81119MET
D2
A It C N I T 1 9 T 8
PRODUCT
APPROVAL LISTING
SHINGLE (STANDARD)
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FISCR
12/31/2020
11473.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2EO17 FBCR
12/31/2020
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/31/2020
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.4
SIMPSON
STRUCT. COMP.----
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
13872.12
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
104S6.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.1
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10447.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10446.S
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
108W.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
12496.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
11495.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FOCR
12/3V2O2O
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10S31.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
10655.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
12/31/2020
FL 12019.1
KAYCAN LTD.
PANEL WALLS
SOFFIT
2017 FBCR
3/212030
FL16503.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2017 FBCR
3/2/2030
FL18644.2
MI WINDOWS& DOORS
FIXED GLASS
2017 FBCR
11/18/2022
FL17676.10
MIWINDOWS&DOORS
SINGLE HUNG
2017 FBCR
12/32/2020
FL 16982.3-RI
MIlAqNDOWS & DOORS
SLIDING GLASS DOOR
2017 FOCR
12/31/2020
FL#15353-R4
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2017 FBCR
12/31/2020
FL#15353-R4
MIWINDOWS&DOORS
WINDOWS
VERTICAL MULLIONS
2017 FBCR
12/31/2020
FL 1SO76.1-RS
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FOCR
12/31/2020
FL S684.2 - R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL lS279.2G-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 15279.2-R4
CLOPAY BLDG. PRODUCT CO.
EXr. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL S891.3-R6
THERMA-TRU
EXT. DOORS
6'41" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7347.2
THERMA-TRU
EXT. DOORS
8'-0" EXTERIOR DOOR
2017 FBCR
12/31/2020
FL 7630.2-R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR w/SIDELITE
2017 FBCR
12/31/2020
FL 9223.S - R7
THERMA-TRU
EXT. DOORS
SWINGING EXT. ONE LITE DOOR
2017 FBCR
12/31/2020
FL 5891.4-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2017 FKR
21/31/2020
FL 10758.1-R7
OWENSCORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
10/13/2020
FL15216.1-R7
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2071FBCR
12/31/2020
FL 3792.2
LAMANCO, INC.
ROOFING
ROOF VENTS
2017 FOCR
10/4/2020
FL 10477.1-RS
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13192.1-RS
JAMES HARDIE BOARD
SIDING
2017 FOCR
12/31/2020
FL 13223.1-R4
JAMES HARDIE BOARD
SIDING
2017 FBCR
12/31/2020
FL 13265.1-R3
JAMES HARDIE BOARD
SIDING
2017 FOCR
12/31/2020
FL 7006.1-R9
IKO
SHINGLES
30YEAR
�FSCR
9/6/2021
FL 158.1
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FOCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020
L64iWO�D, F 2
PH: 407-7744078
FAX: 407-774-4078
www.abdoWipgroup.com
AA#:0003325 I
r- DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134IM2628
FAX: 82!�oil
gunmv. a LoTil
SILVERADO
LOT #25
BLK #10
PMJZCW
03719.000-25101
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%150 MPH EXP.
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PREFORMED CCINTROL JOINTY�
PLANAR OF CONTROL JOINTS
BE UARED TIED TO LATW * I'
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1.1- SVIN 0. SJUD EXISTS
BEYOND EXCEPT DTAPLEG WV
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CONTROL Jowr
DURING INSTALLATION ---\
PAOTEMERS TO BE SPACED7
I' OZ, MAX YZATZAA-LY
Nam,
APPROVED BUILDING, DRAP
SMALL = LAPPED A MINIMUM OF'
6'- VERTICAL LArb (POLL
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AT SUPPORTS
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BE STOPPED AND
TIED AT EA04 SIDE PROVIDE 2X4 BLOCKM
cw6s PLACED PLAT MAX 6' TO III
FROM 0714TROL JOINT VA -MIN
C40NTPIOL JOINT FALLS ON
OTRUCIURAL 6TJD
L PAWENEM FOR LAT14 TO BE NAILS Olir
STAPLED IN C4MPLLANCE V ASTM CMP63
2. URE TIED TO BE (NO. 0) 0041V URE
&BLOCKING, SWOUIN MAY 59 IN ADDIT N
TO UALL 6TUD6 REQUIRED PER MAN
if
(T)"M" TYPE CONTROL JOINT
c� - I.T. a
2. GorAm - f". a
2. OPEAN - Mr. 0
L CVUAM 0 lwr. C
lc�-pr.c
4. P" In. G OVER I-r.
0 "A. f-T. 0 TGOCH0
Doymm FLA4m
'c' 14
"4 0
00"CH
MAN=
MAL FOLP. Q2
Mae".
0
P 66"
ME L.
WPM LATER M.
STUCICIO
-�UM LAYER V, FORTFIBER',
BWLPW. PAPER
(_o_"eAFER..LAE!
k'2�f-wwx' 1 5;;r-o'
(a) KICKOUT
DETAIL
"MR mw Kom. (11100 an
6"m 022XZLW
NOTE,
SIDE LAPS OF' METAL
PLASTER DAMS SMALL
BE SECURED TO
mumm MEMBERS,
THEY SMALL BE TIED
BIETILPEN &A-PNORTS
UMT14 0JO41D-K (1.21-MM)
AT INTLWALS NOT
MOM TWAN S' (2"-MM)'
AO FER ASTM C063
IAL
NOTE,
" REPAIR OF TEAM
IN DIED LAYERS, TEAM&
MAY BE PATCWW
WA40M ~ TAPE
PER MANLP GREQ OR
PM 4 STICK
UJOCID
SMEA'n
alllLOP
PAPKIII
STU=
J' T14KK 3 COAT CEMENT
PLASTER
METAL LAT14
UND LAYER 'J, FORTIFIBER
BUILDING RAPIER
UND LATER M,
STUCCO ~
WOOO SHEATHING-s OR CMU
UJR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER XMILI)
METAL LATH (FRAME ONLY)
-LAP UM 4 TAPE OVER
ROOF/WALL SCREED
D'Xb' VTYPE CONTINUOUS
GALv. METAL FLASHIW.
(NAIL TO ROOF: DECK, NOT
WALL SHEATWIW%)
CAP SHlWxLE - 00 NOT NAIL,
INSTALL WITH ROOF: CEMENT
ROOF MR ELEVATIONS
L" FLASHING.
N.T.S.
4*xW GELF-AXWERINIS MEMBRANE-
PLASWINIS (GIOMPATISLA Ult HOUSE
IURAP MATIRRIALd OVER
APPROVED 4OUSE ~.
P OR LESS PIPE
PENEITRATION -
CUT AND OVERLAP ONE SIDE OF
8"-ADWERINS MEMBALANE
FLASMIN2
STEP 01
INSTALL PMT04NM (CLIPS,
STRAPS, STAPLEW AD
REQUIRED TO SECURE
PIPIV WINE TO PRAMINS
N.T.5.
'I.
k��
WRO LATER V, FORT. vwx
SOLONG PAPER
METAL LATH
61.61 ow-ADMERING, MEMBRANE
K-A&MING; OVER 4*x4'
SELF-ADMEPOING, I'llolopwo
FLAGWING OVER APPROVED
4'x4' SELF-ADMERINM MOMISRAME
FLAGWING OVER APPROVED
V CONT DEAD OF SEALANT
INSTALL APPROVED WOUW~ AIR
C40ATM OVER OTLOIOO/
E TYR UALL SECTION)
SECTION PER SECTION RMY
m%mmm Pm� � P1.4w
�hsll �.mply Wthttwolwfl.
,.qLl—ntf ASTM C 926�12A.
1��Woa. of mterlor lathkV and ft-ft
.h.ltt2n�Xl0IhAS C1063-12A,
LEGEND
C)RAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER ------
5UILDING PAPER)
METAL LATH X—X—X—x
STUCCO L
SELF-AE)HE51VE FLASHING
NOTE:
METAL LATH. LATH TO 5E PER SECTION
R-1031.1 / A5TM C-641-0e, MIN. 2.5 L55.
PER 5Q. YARC) (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC, IFICAT IONS)
LONGWOOD, FIL 327JW"
7
E
PH: 407-774-6078
B
FAX: 407-774-4078
wwwabdesIffigrouPoom
u
AA #: 00031325
ORAFnNG BY:
A.B. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH:813,8664628
FAX: 8134HW2802 "A
ounDIV. a &AM
SILVERADO
LOT #25
BLK #10
FooizcT
03719.00 -25101
Dzu
2795—D
CARAGM WWWO:
RIGHT
IPAGM
WALL
ASSEMBLY
DETAILS
150 MPH EXP.
F'PnDpr 7/28/20
DATX:
OCAXJk 1/4"= V- 0'
a m=
im WAl
mmm"N FA R C N I T 1 9 =TTN
INSTALL WOELF-ADWERING
MEMBRANE FLASHING OVER STUCACO
TOP, 8105(b) AND 150TTOM FINISH
PLAWAIRS, OF NON -MOVABLE
FRAME OF: T14E EXHAUST. W SELF ADHESIVE WOOD CONSTRUCTION
WQLM= OF PLASWINM TO BE, OVER TOP 4 SIDES
r%ae
VENT CAP 16 TO BE GET IN ISED SELF WOOD, SImEAT4INCs- WOOD SWEATWINS3 n
OF SEALANT AT TOP AND FLASW[Ws
-41111111115 LAYER 01,
WRB LAYER 01, STUC-00 UIRAP
SIDES ONLY. SEALANT 16 TO BE UNIT LLA
TOOLED 60 AS TO DEFLECT STUCCO WRAP
WATER AUIAY FROM JOINTS IBUIL LAYER 02, FORTIFISER i"i N. RONALD REAGAN BLVD.
E-Z ISEAD ALL AROLIND PREMANUR DRYER PING PAPER LONGWOOD, Fl. 32750
VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH: 407-774-6078
JOINT& AND INTERSECTIONS CONT. SEALANT) WR5 LAYER 02, FORTIFIBER wow 1/0, TEXTURED FAX: 40T-7T4-4078
BUILDINGI PAPER C4"Tf%XTkA1 FINISH 0 Uv= www.abdoWSWoup.com
APPLY SEALANT AT PERIMETER OF
BACKER ROD AA M 0003325
NON-MOVAISLE FRAME AND STUCCO FASTEN TO WOM STRUCTURAL A
ON ALL bIDE&Y4'CAULKM e JOINT SEALANT* MWWR * 11 OC. MAX
ALL AROL94D THICX, 3 COAT CEMENT v Cm IF DRAFTING BY: Mm""Ill
TOP 4 SIDES 1161 T0,161 tILL-WALL A.B. DESIGN GROUP
PER SECTION RM.7 PLASTER DRAFTING INC.
ExIeft Wft and plilmlieft
Exterior use of pordand cement plea 5439 BEAUMONT CENTER BLVD.
MACKER ROD ter > 3j' TO Yo' MID -WALL SUITE 1004
shall comply with the application DRYER VENT (BLOCK) TAMPA, FLORIDA 33634
WEEP SC -REED
requirements of ASTM C 926-12A. PH: 813466-2628
61 UPS GTMP SELF L FAX: 813486-2802
Installation of exterior lathing and framing ADHESIVE FLASHING, CLEAN
MASONRY BEFORE AP"LYING
shall comply with ASTM C i063-12L__jl
6' SELF-ADHESIVE
WRB LAYER 9, FLASWIWx TEXTURED
STUCCO URAP FINISH @ MAGONW
WOODED VENT BUILDIWA PAPER WOOD FRAMED
OVER'0UICK
J' THICK 3 COAT CEMENT FLASH' F_ WALL HORIZONTAL WEEP SCREED
PLASTER (FRAME TO BLOCK)
METAL LATH HORIZONTAL WEEP SCREED
gin
BUILDING PAPER PIPE THROUGH (FRAME TO FRAME)
WOOD SWEATWINGG
WPM LAYER *2, FORTIFIEER WALL
DRYER VENT (FRAME) 6' SELF ADHESIVE
PLASWINGS (INSTALL
PER MANUP. 6MCSJ
15UILDM PAPER
WOOD SHEATHING UNDER 'G1UICK FLASH'
/I,,-- LATER all WRIS LAYER 01,
CUT OPENM IN STUCCO WPUP
STUCCO ~ q
APPftCVE0 WOUSEWRAP
LAYER $2, FORTIFIVER FOR 15OX INSTALLATION
BUILDING PAPER
WOOD
_A"WENT PENETRATION UIR15 LAYER 01, CUT 'X' INTO
SELF-AIDWERINO
METAL LAT14 STUCCO WRAP MEMBRANE rLASWIWx
SCALE- N.T.S.
:::'::'T%,'��: F
VINYL CAGING DEAD
APPLY SELF-ADWERIWx
6'PtAIND BAND MEMBRANE PLASWIWI
..... -To WOOD SHEATHINC-1 I OVER BOX AND OVER
APPROVED WRO LAYER
V WOE STRIP SELF 5TEF "I 51EF #2
ADHESIVE FLASHING, CLEAN
MAGONRY ISEPOM APPLYINO; APPRO
mmqN
F'OUMIV. a LO
SILVERADO
LOT #25
BLK #10
PM4111111111=111111
03719.000-25101
"M5
2 -D
GAIll"M SWUM:
RIGHT
'I'm'
WALL
ASSEMBLY
DETAILS
150 MPH EXP. Bj
N AFI-LT E-Z DEAD —
OVER 60 MIN I
A0!C CV%
UJR5 LAYER 02 (FORTIF15ER CURADE 'D' lip
AREA TO RECEIVE METAL LATH
5UILDING PAPER) FELT -PROVIDE
STUCCO SCRATCH COAT SEALANT AT ALL
METAL LATH X-X-X-x 4 1 COAT OF: FAINT W/IBACK- JOINTS AND
ROLL PRIOR TO INTERSECTIONS
L.0
ELEC. METER INSTALLATION
STUCCO
PROVIDE STUCCO SCRATCH
COAT LAR31ER THAN THE ELEC.
WOOD SHEATHING METER CAN OR METER CAN
COMBO OR METER CAN AND ND Al
I'M
0 0
PKEE; �%
DISCONNECT A /N
ej
SELF-ADHESIVE FLASHING 61EF 05 5TEED No'
NOTE: DATO 7/28/20
METAL LATH: LATH TO 5E PER SECTION ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE DCAIJb 1/4"=I'—O"
R103.1.1 / ASTM C-841-015, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL @) PENETRATION
LATH DOES NOT MEET SPEC IFICAT IONS) WA2
WOOD SWEATWIWS
WRIS LAYER 01,
STUCCO WRAP
IUOOC`
WRB LAYER 02, FORTIFIBER
CONSTRUCTION
ISWLDING PAPER
-W AAF-CWANNEL
J' T141M 3 COAT CEMENT
uk%, TYPE 'A' DRYWALL
PLASTffR—
&'SAP. 0 TOP OF WEEP SCREED
TO GMEATWIN01 BEHIND WEEP SCREED
WOOD SHEA
4- POSITIVE DRAN
WPM LAYER 01,
STUCCO
THICK. 3 COAT CEMENT
PLASTER
6' SELF-ADHEIREING
AMibb-
FLASHING WRAPPED
0 TOP OF WEEP 6CREED
TO GHEATWING BELOW
WRIS LAYER -1,
STUCCO WRAP
UJR5 LAYER -2, FORTfF-10
BUILDING PAPER
6' SELP-ADHEREING
URS LAYER 01,
PLAGWM WRAPPED
STuc:C0o a WRAP
CORNER OF CANTILEVER
AMICO AM66-UPWC-180
CUSTOM CABINS, BEAD
NO CLAP N FIELD —1
(&NOWN FOR CLARIFICATION OF
SEPARATE Ae�e� 88MEs ONLY)
CASING BEAD
(��DTL. 0 CANT.
SCALE, II12'-V-1V'
NOTE:
METAL LATH; LATH TO 5E PER SECTION
R1031.1 / A5TM C-a4l-015, MIN. 2.5 L55-
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT. MEET SPEC IF ICAT IONS)
WOOD CONSTFLICTION
WEATHER RES18TIVE
BARRIER q
I RE61LIENT WEATHER RESISTIVE
�T CHANNEL BARRIER 02
VINYL ( ASING 15EAD--\
J' THICr, 3 COAT CZMENT
PLASTER
5w TYPE 1X* RYUALL
METAL LATH
W,E.,U,E. , -AINTED
WOOD SWEATWINdj
FINISH
I' TWICIe, 3 COAT CEMENT
(2) 2xI2 HEADER
PLASTER
1.1 CORNER BEAD
4'POSITIVE DRAIN
wgzejkgw.m
VINYL CASINQ3 BEAD
NO CAP IN FIELD
(SHOWN FOR CLARIFICATION OF'
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD CIONSTRUCITON
WEATHER FE616TIVE
15ARRIER 01
WEATHER RESISTIVE
BARRIER -2
VINYL CASING BEAD—\ J' THICIC, 3 coAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL METAL LATH
W/TEXTURED 4 PAINTED U1000 SHEATHING
THICK, 3 COAT CZMENT HEADER/115EAM
PLASTER
VINYL CORNER BEAD VINYL GORP. 4'
wage-fiGa=
VINYL CASINd, BEAD N FIELD
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
EXT. WOOD FRAMED
WALL
SU15-rLOOR DECKW.
PRE-ENGAID TRJ66
URAT14EIR RESISTIVE
AS'AIRRIE*44-
UNAT14ER RE618TIVE -
BARREN -2
T141M 3 COAT CV`IENr
PLASTER
METAL LATW
UJCOD SWEATWM-
4' POSITIVE DRAIN N,
NO dAP IN FIRLD
(SHOW FOR CLARIFICATION OF
SEPARATE ACZE860MRS ONLY)
EXTERIOR GRADE
OW WALL
P THICK. 3 COAT C
@0 ANTILEVER DRIP-
`i� E D G E
LEGEND -
DRAINAGE FLANE (LUR5
LAYER 01, STUCCO LURAF)
UJR5 LAYER 02 (FORTIF15ER
5UILDING PAPER)
METAL LATH
STUCCO
UJOOD 5HEATHING
X-X-X-X
I%:. �� � �, I !-: � ; �. I
FNIS14 LAYER (2 LAYER
PEEL 4 STICK)----\
&'PEEL 4
STICV-4-DR!
ECCsE TC
DECK
I JVXI %* P.T. OR SIMULA".ATED
WOOD (TREX) FILL
CONTWAJOUS
WATER PROOFING I"t
LAYER (2 LAYER PEEL
STICK) WRAPPED
BALCONY DECK
TO
CANTILEVER
6' PEEL 4 STICK 0
DRIP EDGE TO DECK—,
W GAP FOR BACKER, -
ROD 4 SEALANT —
FINIS14 LAYER (2 LAYER
PEEL 4 STICK)
3/4 RE61LIENT
14AT CHANNEL %
WITEXTURED 4 PANTED
FINISH —
J'THICK, 3 COAT CZMENT
PLASTER —
&P
VINYL CASING BEAD
3' X 3' 26 GA GALv.
METAL DWP EDGE
SET IN FULL BED OF
GEALANT,)J'MK
SPACE FROM DRIP
PACE 10-TIREX --
Y4'GAP FOR 15ACKER
ROD 0 SEALANT
VINYL CA6lNQj 15EAD
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
BARRIER P2
DECK MEMBRANE,
EXTEND OVER DRJP
ECOE
3' X 3* 26 GA GALv.
METAL DIRIP EDGE
SET N FULL BED Or
SEALANTj$' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CA6M BEAD
WATER PROOFIW. lot
LAYER (2 LAYER PEEL 4
STICK) UIRAPPED FROM
BALCONY DECK TO
CANTILEVER
J- THICK, 3 COAT CV-IENT
PLASTER
METAL LAT14
WOOD SHEATWINaj
UEAT14ER RE616TIVE
BARRIER 41
(84OWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATIO!j
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
FASTENED TO SHEATHIW-%
0 11 O.C. MAX.
WRI5 LAYER 01,
STUCCO WRAP
SHEATHING
METAL LATH
WR5 LAYER -2, FORTIFIMER
BUILDING PAPER
14A CORNER
BEAD (E) FRAME
CORNER BEAD
(FASTENER 4 SPACING 0 1' OZ.)
Cmu
I%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
Vd.AP FOR BACKEF
It= 4 SEALANT —
VINYL C-46M BRAD
WATER PROOFING. let -
LAYER (2 LAYER PEI
WOOD SHEATHING
WRIS LAYER 01, —
STUCCO WRAP
WRIB LAYER 02, FORTIFIDER
BUILDING PAPER----,,,
METAL LAT14 ---N-1(
J' THIOC, 3 COAT CEMENT
PLASTER
FLASHING
WINDOW FLANGE
9
LIM SI-EATHING
ATHER RESISTIVE
411IRIER al
A '�haR RESISTIVE
WMER -2
6AP. \
EEL 4 STICK
I A, X 31 26 CIA aALV.
METAL DRIP EDGE
SET IN FILL BED OF
SEALANT,)V MIN.
SPACE FROM DRIP
FACE TO TREX /-
4
I)I-Xl)§- 1-.T. OR 61MUL
WOW (TREX) to
CONTINIJOUS
JV GAP FOR 6EA1LAMNT
WEATHER RESISTIVE
BARRIER 9
WEATHER RESISTIVE
BARRIER 02
EXTERIOR COLUMN
C4LUI'N SHIFAT14NO
6'SAP.
I)Vx3—L'PLAS44lNG
FULLY EMBEDDED IN
ROM C4RIIENT
IN X 3' 26 " GALV.
METAL DRIP EDW
SET IN FULL BED Or
WATER PROOFING Ist
MODIFIED SO LAYER (2 LAYER PEEL 4
3/4 RESILIENT STICK) WRAPPED FROM
HAT C44ANNEL BALCONY DECK TO
VINYL CABING, BEAD CANTILEVER
J* THICK 3 COAT CEMENT
PLASTER
15/8' TYPE 'A' DRYWALL METAL LATH
W/TI!XTLWO 4 PANTED WOOD SHEATHING
FIN16W
THIM 3 r 4'POSITIVE DRAIN
, -OAT T
PLASTER wlmze�
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY,
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
fW /"T " LIT AQT-TT1kTf--N
V`IEW FOR
CLARITY)
WRB'LAYER 01,
STuc p
WRI5 LAYER 12, FORTIF115EIR
IBUILDIWx PAPER R..
METAL LATH
THICJC� 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
J* THicK, 3 COAT CEMENT
PLASTER
DRIP CAP
WINDOW FLANGE
CASING BEAD 0 WINDOW
(FRAME, NO BAND)
A 111 C N I T I C T III
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY.
A.B. DESIGN GROUP
DRAFTING INC.
439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA. FLORIDA 33634
PH: 81346"628
FAX: 813-896-2802
,MDIV. & LOM
S SILVERADO
LOT #25
I BIK, #10
rvmmojmcTip
03719.000-25101
"17'95-D
GARA011111 S'WDWG*
RIGHT
]PAGM!
WALL
ASSEMBLY
DETAILS
Q50 MPH EXP. B
AR NWO
f-PaINT 7/28/20,11
1 DATJb
8CALM 1/4"=I'-O"
ME"
WA3
),'GAP TY, J' THICK 3 COAT COMENIT THICIe, 3 COAT CEMENT
WOOD SHEATI-ING CASW3 BEA. I-L�:�TER
IX TRIM MEMB TO TRIM ME AL LAT14 SEALANT PLASTER
WURMS LAYER 01, STUCCO TO I --- METAL LATH
STUCCO WRAP BID rw4G T I URS LAYER 02, FORTIFISER 11
WO-6 D_ SHEATHING 0 SUILPIWA PAPER -
WOOD SeATWIWG
IURS LAYER 02', FORTIFIBMER
BUILDW3 PAPER
J_
WRIB LAYER 01,
WINDOW FRAME
STUCCO WRAP WRB LAYER a2, FoRnFIBER
METAL LATH BUILDING PAPER
LAYER M, WRIB LAYER M,
J* THICK 3 COAT CEMENT WR5 LAYER 02, FORTIF15ER STUCCO URAP STUCCO WRAP E-Z BEAD VINYL CASING
PLASTER BUILDING PAPER i
i (W/%'FLEX15LE PVC BACKER ROD)
6'SELF-ADHERING METAL LATH CASING BEAD
FLASHING
THICK, 3 COAT CEMENT (P'SELF-APHEREING-i
VINYL ANGLED EXPLODED FLASHING OR PEEL 4 STICK
CASING BEAD VIEW FOR PLASTER WR5 LAYER 01, STUCCO WRAP,
CLARITY) SIDING TO STUCCO WRAPPED AROUND FRAMING
CASING BEAD MEMBER
18 ib' SELF ADHESIVE FLASHING
DRIP CAP WRI5 LAYER 01, (CROSS SECTION) I
WINDOW FLANGE i WOOD SHEATHING
STUCCO WRAP 2X FRAM
MEMBER
WOOD WNSTIQUaTION DETAIL BELOW EXPLODED
VINYL ANGLED BEYOND
ASINQQ BEAD WOOD SWEATMING FOR CLARITY
WFATWOR FNWbTlVE
BARMIR -1 — ------------------------- ---------------
WIRE, LAYER 82, roRTIP115ER UIRATMOR RESISTIVE
7:
GOING
X?Iml %e -------- i ---- -------------------------------
BUILDIWx PAPER
NAPMEN V
METAL LATH
0' SELF-ADHOPOP4 THIC!c�, 3 COAT CE
T141M 3 COAT C ENT PLAM44NM WEATHER M616TWE GAP TYP MENT
Ac PLASTER
PLASTER SAMER M CASING BEAD
STARTER &TOP 9""pt PE"TtYE
SEALANT TO WINDOW METAL LATH
6'5ELF-ADHERIWx
-ADHERING
FLASHING
WR5 LAYER v2, FORTIFIBER
dALVV MAL
OALVV MTAL .1. PLASOM
DRIP CAP BUILDING PAPER
ilfal� on WINDOW FRAME
WINDOW FLANGE LUX Twl WOOD SHEATHING
rASM
CASING BEAD (9) WINDOW
(FRAME, W/BAND) dkAP WICAULKING
OR AM
PROVED SEALANT
15C
Q_AfiNM
I WR5 LAYER 01,
SIDING TO STUCCO STUCCO WRAP
0 BLOCK TO FRAME
WOOD SHEATHING i
I WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
METAL LATH NOTE- E-Z 5EAD VINYL CASING
METAL LATH: LATH TO BE PER SECTION 2X FRAMING (tLV%'FLEXI5LE PVC BACKER ROD)
LUR5 LAYER 01, R103.1.1 / ASTM C-841-CS, MIN. 2.5 L5S. MEMBER -APPLY FULL BED Or SEALANT BETWEEN
STUCCO WRAP WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS) FLANGE 4 BUILDING WRAP
BUILDING
WR5 LAYER 02, FORTIF-115ER
? ... I WRAP
BUILDING PAPER WOOD O"TNUOTION -- ------------------ — -------------------------------------------- — -------------------
WATI-M Off"TIVE
WR5 LAYER 01, BEYOND WWAP-AE)WERWO
WOOD SWATHING PLAGWM
THICK, 3 COAT CEMENT STUCCO WRAF UFATWER FQEMTllYmE
PLASTER BAPONER 9 TO LAP
WEAT14M IREGISTIVE 11, Pft ABOVE TOP
lilt -2
DAM Or 71 MASHING
IWONG EZ BEAD WINDOW CASING.
WR5 LAYER 02, FORTIF15ER XIM'sk""
.4 i 16A
U"TNIUt RESISTIVE
5UILDING PAPER 6' WELP-ADVOPLINS SAPNINEFt -1
VINYL AWGILED U"THER lio"TlvE
BAPMEN -2
CASING BEAD STARTER $TMf-
METAL LATH
GALVV METAL
VINYL CASING BEAD
on
THICK,.3 COAT CEMENT
(EXPLODED 5 GALVT)METAL
UZATHER P0016TIVE
VIEW FOR PLASTER WPLA&4ft ek4mmm -1 TO LAP LEGEND
Ux 61 OR-Im"TED 10; MrK ABOVE TOP
CLARITY) PLA04NS DRAINAGE PLANE (WR5
x *;wj6r%m
m"ISLE pvc A LAYER 01, STUCCO WRAP)
BACKER NOD) SELP-ADWEIVIND
-A6ww.
61"-APHIBUNG
FLAOHM PI
WR5 LAYER v2 (FORTIFIBER
Twil T em d1w wfc�
To
T OR AF"fQ0VE0 SEALANT BUILDING PAPER)
at JWWAI VE WEATHER R064TIVE
WEATWER P
MAVVER METAL LATH X—X—X—x
CASING BEAD (9) RAISED WILATWER 02 VIE &am
BAIVIVER .1 fv%- R"B" Pvc
BACKER ROD) STUCCO
BAND (FRAME) SIDING TO STUCCO UJOATHER R1618TIVE
17A 0 FRAME TO FRAME WOOD SHEATPING
SCALE: 1 1/2'21'-0' @ TRANSITION SELF-ADHESIVE FLASHING
Gia� DZZ�7
PH: 407-7744078
FAX: 407-7744078
www.abdoeigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH; 8134MG-2628
L FAk 813M64802
ELI
SILVERADO
LOT #25
BLX #10
pmallmlo in,
03719.060-251011
MoDm.
2795— D
QAAA0Z 8MUM:
RIGHT
PAGM
WALL
ASSEMBLY
DETAILS
50 MPH EXP. B
CUT 14ouem~-
AT W ANSLE
MODIFIED -I- CUT
ON WOUNM~
Ov"
SO Or" WALL
STEP 1
INSTALL 6'
OW-ACHII!
PLAGNINS 9
NAILING FL,
JAMW
EXTEND FIL
I. BELOW a
FLEXIBLE F
00 NOT BE
IFIN
TWIFORANLY —
FOLD-1,11P 4 GBOURE
wousaw4p (OR
TO= FLAP UNDEFU
at HEAD
IN AT JAMES 4 SILL
SLOPE GILL FW. TO EXTEMOIR
I STEP 2
NSTAI.I. &I—
MILF-APHIPRING
R-ASMING OVER
VINYL HEAD
LAGNING (UNT141
DAN$) NAILINIS
I.ANW
INSTALL YINYL
rAp
ALIGN FLAW1142
w INT. low OF
BILL low.
PEC144KICALLY
F�ASTENI FANNED
BOOM ICAP
HAILS, 67APLEW
INSTALL DUPONT
KJD4~ AS T�
K.#A44NM At TWIN
raw NOUN&~
DOWN a TAPE
DiAdONAL CUT 4
ACRO66HEAD OF
IUNDm
W-PLT 46,
XINTINUOU
)p SSAAAh
AMM AM
W-FLT TO
100M NA
LAhGS IN
111111-PUNCI
wm OR
INSTALL WIMOR AOWMYB
BACKIND FLEXIBLE FLASNK
MATIMAL OYER DFIVP CAP
JOINT (F4QOTKCrO-~
MY-20)(L ar SGLNV)
STEP 7 STEP 8 lq;�o
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
SCALE: NTS
y
NIEL
L IT 16 TM CONTACTOM PRESP4246MTY TO VERIFY
TWE COMPATIBILITY OF ALL F4ftX=T* INCLUCING
MOAV~. WALOM A SELP-AIDNIFNING
FLASHING MATERAL6 LAND DURING CONSTRICTION.
2. WALL ALL MATENALS PEIR MANIJOCTUPINFIN,
mTTEN SPUCIFIcATIONS
WAFININ& WALAW6 MAY PEACT ADVERSIBLY IF NOT
COMPATIBLE.
NOTE,
CLEAN AND DEAL JAM5 TO GILL JON" UMT14
C)OW IM POLLOWNS C40MPLLITION OF:
EXTERIOR RETROFIT WOW,
NOTE,
REPAIR SCHEM SHOWN OWALL IBE
IMPLEMENTEP AT ALL U04DOM WITH
EVIDENCE OF WATER INTRUSION BELOW TI-E
UNI'vow OPENING.
HMETER OF WINDOW WITW
rA R 9 N I T I C T-1-1
�Vmd.
FAX
WWW.a
AA #: 0003325
' ' ' "o-7- - j
DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8134BB6,2628
FAX: 8134MIS-2802
oil
on af
"m
F'oumxv. as L074
SILVERADO
LOT #25
BLK #10
PsojwTip
03719.000-25101
moDZ1-
2795-D
GARAGE NWMG-.
RIGHT
PA0z"WALL
ASSEMBLY
DETA
WINDOW F1 NG
t,150 MPH EXP. B
I-jgEmw 7/28/20
DATM
ECAM 1/4"=l'-O"
low
WA5
2x(p SU5-BANb
W/I'x4' NOTCH is
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
'1/8' TEXTURED 11
FINISH 0 WOOD
1/2' TEXTURED
FINISH 0 CMU
METAL FASCIA
WRAP)la' FROM
STUCCO, v FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X6
SUSBAND ONLY
rA�ELEVATIQN
K::�l
r="FLAN A
ke)
1/8' TEXTURED
PIN104 a WOOD,
1/2' TEXTURED
FINI644 * CMU
�-METAL LATH
METAL FASCIA WRAP
WOOD SHEATWIWG
OR a'IU
___IUR5 LAYER 01,
STUCC0 WRAP (FRAME ONLY)
WRIS LAYER 02, FOKrrIFI5ER
15UILDIW2 PAPER
(FRAM ONLY)
2X6 SM SAND�
ROOrM CEMENT
DRIP EOW
\"��'FLAN 5
METAL KICK OUT
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, V OFF WALL
(NOT INTO STUCCO)
TEXTURED FINISH 0
WOOD, 1/2' TEXTURED
FINISH 0 CMU
-2x(o SU5-5AND W/I'x4'NOTCH im
END, WRAPPED IN FEEL 4 STICK
METAL FASCIA WRAP I'OFF
WOO WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT 0
WALL LINE TO AVOID CONTACT
UYTEXTURED FINISH
2'x4'x4'-V'
SCABBED TO TRUSS
W/12d NAILS V-S'
O.C. MAX.
2x SU15-15AND W/I�'x4'
NOTCH BIEND
'AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL 0 WALL
x
x x x
x x x x
x x x x x x
x x
x x x x
x x x x x x x x x x
x x
x x x x x x x x x x x x
x
x x x x x x x x x x x x
x x x x x x x x x x x
x
x x x x x x x x x
x x
x x x x x x x x
x x
x x x x x x
:'�� xx 111,
SUB BAND DETAILO WALL
W/KICK-OUT
�ME OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN.)4" ABOVE 50TTOM OF
DRIP EDGE
2x SUB-15AND
WA�W'NOTCW 0
END, WRAPPED IN
PEEL 4 STICK
,ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAF90ED
MIN. Y4' A5ovE 50TTOM OF
DRIP EDGE
2x SU15-15ANP
W/Vi'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
W
Design
G r Wou FOE
1441 N. RONALD REAUAN 5 U.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abderAgnVoup.com
L AA #: 0003325 1
— mom*l
IF DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813-886-2628
L FAX: 813486-2802
"T
nuumv. a. Lo N
SILVERADO
LOT #25
BLK #10
03719.000-25101
DZU
2795- D
GARAGM OWMG:
RIGHT
]PA03h WALL
ASSEMBLY
DETAILS:
SUB -BAND
50 MPH EXP. B
L m No
140
7/28/20
I NICAIM 1/4-=I'-O-1
spawn
WA6
rA R c v I T I C T Ill'I
19'4"
3T-8"
1 '4', 181-0"
27'-2"
— — — — — — — — — — —
I I I R-1
f— — — —
WMAU-18—
TE-1
F2-30X30
8!-4"
l(Y-3*
-2-
T-2"
4'PVC
CHASE
.9
4* CONC.
SLAB
0 w
Z� (L
5'.10- 9-2' 4'4'
FM-16iI8 '-EXTEND
SLAB 1 112"
22'1
I?
1"PVC CHASE
FOR ELEC, @
ISLAND
T
01 ol o"
P WOF
SLAB
:2
29'-4"
20'-8"
EXTEND
SLAB 1 117
IE-2
. . . .
2-3"
2-3"
x b
5-6"
2'-8- 2'.8-
101-10"
1
z
EXTEND
SLAB 1 1/2"
Fl-24X24
3 2
1.
fF
-1
0
FMC-16XIB
FMI
4"CONC.
-C(
SIC
S L AS
6" 8.0'.
10', Z-W 16'-0"
[4N
LL'
LL'
i1i
3rO' 3'-2- 'r-o"
7
T -f
U
4 0:7112
-1�X18
E.1tX18
I I
F1-24X24
T
—TE-1
SLAB
d
@2�
w D
d
4- CONC.
4'C ONC
>
SLAB
31/2
LOPE 1/8"
S 0 1/'
PER
FM-16xle
r2-\ I
1.1
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE �0'-O'.
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION -.O'.W, 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 lrZ" 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
WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
1 0. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATED #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE
HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90'
HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS.
12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5
30". #6 =36"), AND REINFORCING SHALL BE CONTINUOUS,
13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL
REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE
SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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.1, 530-131ASCE 6-13, USING: Fm
1,500 PSI, TYPE"M"OR"S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN
RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED
T-O" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 6th EDITION
SLAB SCHEDULE
SLAB
ICKNESS
REINF. :::�
REMARKS
WMII.Wl�4 OVER
GENE.
6 'L VA OR
COMPACTED FILL
I
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS 1 FOUNDATION, WITH 30" LEG EACH WAY.
MARK
WIDTH
I LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
FMA6xi8
16"
CONTINUOUS
IT
(2) #5's
FMC-16x!8
ler
CONTINUOUS
19,
.—?2�
#5 IN CURB
VARIES
Fl-24x24
24"
24"
17,
(-)8" BELOW GRD
TE-1
V,
SEE PLAN
el
(-)0'-4"
TE-2
8"
SEE PLAN
8"
s
CWCm12XI2
12"
CONTINUOUS
12"
#5 IN CURB
VARIES
Fl-30X30
39-
]
�Z'
(3) #65
3
(-)V' BELOW GRO
F2-30X30
Ir
17
(3) #5's
'3)
(-)12"BELOWGRD
FOUNDATION PLAN
SCALE: 114" = V-0"
gn
LPH: 407-774-6078
FAX: 407-774-4078
www.abdoWeVoup.com
AA #: 0003325 1
DRAFTING BY:
A.S. DESIGN GROUP
DRAFTING INC.
$439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813418"628
FAX: 8134M28023]
raumlv. & Lol,
SILVE 0
LOT #25,
BlK #10
PitoizcT#
03719.000-25101
MOIDZU
2795- D
C9APtAQZ OWWO:
RIGHT
PAGE:
FOUNDATION
PLAN
V.150 MPH EXP. Bj
M Jl'
AW I
1111�1 ffi�.]F W 41
P'ONT 7/28/20
DATIM
scALr. 1/4"=l'-0
alfzzT
30"
MIN. EACH WAY
MONOLITHIC FOOTING
z
S T EEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
Fw=.-
CELL SEE PLAN FOR SIZE AND
CELL SEE PLAN FOR SIZE AND
REQUIREMENTS
nF.
a.
6
SPACING REQUIREMENTS
SPACING
9 LU
LU
LLJ
GARAGE DOOR
RECESS
'2
CL
(1)
F IMX
cc
8"CMUWALL
0
8"CMUWALL
CORNER BARS, SAME SIZE AS LARGER BAR
o, a a.
Uj Uj
0 2
IN FOUNDATION WITH 30"LEG EACH
tu
TOP OF
TOP OF
TOP OF SLAB
WAY AT ALL CHANGES IN DIRECTIONS
SO THAT THE STEEL REINF. IS CONTINUOUS
to
\-SEE
�ILAO
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
EXT RCH SLAB
W/1' .1
12��SOLATI
L
SLAB SCHEDULE
4"CHAMFER(1-T.RY) 2��S" 48 BAR DiA.
16,
t.
EXT. PORCH SLAB
�V I
FF V I
F TO 0 GARAGE
ZSEE SLAB SCHEDULE TO OF GARAGE
4 CHAMFER
CONTINUOUS STEEL MONOLITHIC
. L FOOTING REINFORCEMENT SEE SCHEDULE
MASONRY
UNITS SET
AT rLEV:
ON
JOINT (WHERE
6" CHAMFER (2�.T.Y,
#4 24"
Wl 1/2" 1 LATION
(I -STORY)
6"CHAMFER (2-STORY)
b��.EN
APPLICABLE) z .
SEE SCHEDULE #5 3T
JOINT (WHERE
APPLICABLE)
;k
a EE SCHEDULE
rRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
I
FOR WXD, BAR SIZE #6 36'
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY
AND BAR QUANTITY
NUMBER OF BARS (]a. 2 TO 3, PROVIDE 2 BARS), UNO
#7 1.
,/�EXTERIOR
MONO -FOOTING
r��EXTERIOR
MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
6ARAG����
CORNER BARS DETAIL
022_0��
LAP TOP PLATE A MlLOF 48"
LAP TOP PLATE A MIN. OF 48'
AND NAIL W/ 16d CO ON
AND ILW/I6dCOMMON
NAILS, 2-ROWS, 'V' OIC BTM. VERIFY HEIGHT
NAILSNA2-ROWS VERIFY HEIGHT
41' OIC BTM.
LAP TO OCCUR OVER STUD OF WALL W/ PLAN
LAP TO OCCUR'OVER STUD OF WALL PLAN
- A�r
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL W1 SYP
2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
WALL Wl SYP�141.2'ISIGT.LSI'S SLEE:
No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB Wl
PLANS FOR E 'A NG
NEW REINF. BAR
SPACING. SINGLE BTM. PLATE 112"Ag" WEDGE ANCHOR W/ 2"
BTM. PLATE To BE PT.
0. SECURED Wl 2- PART
TO BE PT, PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH
PLATE
PROVIDE OBL. TOP PLATE SECURE BT PLATE TO
SLAB W/10d*MASONRY
2" CAPPED
EP OXY. MIN. EMBED
EPDXY 5-1 f2" EMBED. MIN. 0 16' OC
NAIL 16" OIC STAGGERED.
GALVANIZED PIPE
Lc 8*, LINO
SIMPSON SPH4 OR SPH6 - Ar MAX
ADDITIONAL METAL
W/FLANGE (19 BASE
C, FOLLOW ALL MANF.
BTM AND TOP
A_ CONNECTORS NOT
x SPECIFICATIONSFOR
USE AND
JPLAXTE
ANCHORS W/' Od 1 112"
REQUIRED WHEN NO
PRE PARATION OF
C MON NAILS FILL ALL
HOLMES, DO NOT USE I Od
UPLIFT IS PRESENT.
(D HOLE.
3"
Z It
Uj
x SEE SLAB SCHEDULE
SEE SLAB SCHEDULE
SECURE FLANGE TO
Q
SLAB W/(4) 1/4- X 2 1/4-
-F
0.
O�OKOF
TAPGONS
SLAB 4.
4
SLA13
4' CHAMFER (1-STORY)
CHAMFER (2-STORY)
EQ. EQ. EE SCHEDULE
EQ. EQ --SEE SCHEDULE
FOR WxD, BAR SIZE
FOR WxD, BAR SIZE
t 0
AND BAR QUANTITY
ANDI BAR QUANTITY
ADDING BAR TO
r,_�INTERIOR CURB FOUNDATION WOOD WALL
r_._-\INTERIOR CURB FOUNDATION WOOD WALL
MONOLITHIC FOUNDATION
CALE: 314"-l'-O"
(NO UPLIFT)
SCALE: 314"=I'-U'
LAP TOP PLATE A MIN. OF 48"
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4"01C BTM.
VERIFY HEIGHT
STEEL REINFORCING IN GROUTED
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
H 1 4 CELL SEE PLAN FOR SIZE AND
7'�r
SPACING REQUIREMENTS
2X4 OR 2X6 WOOD BEARING
PROVIDE BLOCKING
,V3
13
4H
'El
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING, SINGLE
BTM. PLATE To BE PT.
PROVIDE DBL. TOP PLATE
SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
CL
16"O/C STAGGERED.
ADDITIONAL METAL
CONNECTORS NOT
Fs
L
REQUIRED WHEN NO
m CL
U)
UPLIFT IS PRESENT.
C)
8"CMUWALL
VARIES
POURED LINTEL CONT. (TYP.)
8" CMU FILLED CELL (TYP.)
3'
3'
TOP OF SLAB
- V
SEE SLAB SCHEDULE
2X WALL FRAMING
-0
OITA OF SLAB I?
SEE SLAB SCHEDULE
1/2" DtA+ SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
v
"ISOLATED"COLUMN PAD
GROUTED CELL, 4" FROM ENDS AND
to
CENTERED UNDER WALL AND
16" O.C. VERTICALLY MAX
POURED MONOLITHICALLY WITH
:
—OR
0
__ 7 FOUNDATION AND SLAB
SEE SCHEDULE
SEE SCHEDULE
k_�FOR WxD, BAR SIZE
I W.D.BAR SIZE
W
A', QUANTITY
AND BAR QUANTITY
SHOWER RECESS FOOTER
INTERIOR
FOUNDATION WOOD WALL
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
SCALE: 1"=l'-O"
3/4"=I*-O" (NO UPLIFT)
FOOTING AND COL. PAD
BLOCK WALL CONNECTION
SCALE: _11-11
SCALE: 3/4"=V-0"
6
MDagoign
Group=
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774,SO78
FAX: 407-774-4078
www.abdesiSWoup.com
AA #: 0003325
mommal'IIII
IF DRAFTING BY
A.S. DESIGN GROUP
DRAFrING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 8i34W2628
L FAX: 8 =Ld
!Rm
SUODM & LOWil
SILVERADO
LOT #25
BLK #10
PIROJECT111111
03719.000-25101
MODM
2795-D
GARAGM SYnNO:
RIGHT
PAGM-
DETAILS
150 MPH EXP.
I�
6
Grouo
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX 407-7744078
www.abdesigngroup.com
AA 0: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5438 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 813 888-2628
FAX: 813888.2802 10
aUBDIv Se LOT'il
SILVERADO
LOT #25
BLK #10
PROJECT
03719.00—25101
MODEri
2795— D
GARAGE 8WMG:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
rd
j ="T
DATE: 7/28/20
ECALE. 1/4"=1'-O"
SiIEET
s1.2
j ="T
DATE: 7/28/20
ECALE. 1/4"=1'-O"
SiIEET
s1.2
TIE VERTICAL .AR c
TO HORIZONTAL Z �
REBAR W110" HOOK i
GROUTED BOND BEAM iv
-- VARIES PER ELEV.
Z 4
.I. aa.
Q
O CLEAN OUT REQUIRED
FOR INSPECTION
ro
v I:
TIEtiERTICALREBAR
4 TO HORIZONTAL
REBAR W/ 10" HOOK
BAR SIZE 48 BAR DIA.
Z #3 18"
#4 24"
n U #5 30"
#6 36"
#7 42
HORIZONTALNERTICAL
REINFORCING
SCALE: 3/4"=V-0"
OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA.
METHOD ##44 24"
HORIZONTALNERTICAL #5 30"
REINFORCING #6 36"
G
#7 a2°
SCALE: 3/4"=V-0"
#5 BARS
0 W
CMU UNIT DIMENSIONS
Q 'y ARE NOMINAL SIZES
O MASONRY SYMBOLS
3 SCALE: 3/4"=1'-0"
LV UW W V, rL 4Z (W
PH: 407.7744076
FAX: 407-7744078
www.abd"gngroup.com
AA #: 0003328
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE ID04
TAMPA, FLORIDA 33634
PH: 813888-2628488. FAX: 8132802
IP
SUBDM ! LOSILVERADO
LOT #25
BLK 10
ROJECTp T.
0 71 .000-25101
MODEI1
2795-D
GARAGE NWIAlG:
RIGHT
PAGE:
DETAILS
150 MPH EXP. B
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETAl 6 W/ (9) 1 Dd x 1 1/2" HDG NAILS,
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HOG NAILS, WOOD TO WOOD:
SIMPSON HIOA OR LGT2 Wl 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
MANUFACTUREWS 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-).
B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36,.177" * x 2 7/8" LONG, WITH WASHER @ 1 6"O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATION$ ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
DESCRIPTION
REMARK
(2)2X12
(2) 2X8
BEAM SCHEDULE
RZZUM INDICATES OPENING BELOW/T,0.8. =TOP OF BEAM I B4O1. =BOTTOM OF UNTELITOA. = TOPOF ARCH/ T.OS =TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, FES. = FROM EACH SUPPORT, TO. = THROUGHOUT
MARK
DESCRIPTION
(fc
psi)
SIZE
W'.H'
REINFORCEMENT
STIRRUPS
REMARKS
-STM-J-T-�;
MID
SIZE
SPACING
B81
MASONRY
3000
8.8
—
I (1 #5
—
N/A
—
GROUT
I "CAST-CRETE" SAFE LOAD TABLES I
SAFE GRAVITY LOADS FOR 8- PRECAST & PRESTRESSED U-ILINTELS
4tAM%6� I SAFE LOAD - POUNDS PER LINEAR FOOT
LIENGT'---� —
sue
T-r (42-) PRECAST
2231
4'-W (4r) PRECAST
Igoe
f-r (Sil PRECAST
INS
F-C (641 PRECAST
1217
F-I(r (717) PRECAST
1082
V4r (M PRECAST
ON
r4r M PRECAST
743
94P (112') PRECAST
W4
10?4r (1251 PRECAST 475
11-4- (1361 PRECAST 302
IZIV (144') PRMW w
13--C (Illn PRECAST 206
14-4r (18" PRECAST 279
14!4r (17W) PRESTRESSED N.R.
19-C (1184') PRESTRISIM N.R.
IrW Wr PRESTRESSED N.R.
194" M21 PFESWMM N.R.
21W On PRESTRIMED N.R.
22-V (2541 PRESTFESSED N.R.
K
I I=-
W=
I m
2'r4r CAn PRESTRESSED I N.R. I, -F-2-, r-
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.
Y4r (42') PRECAST
Ion
IfAr (4n PRECAST
766
W-C (54') PIRECAST
092
9-C (6q PRECAST
411
V-110' (In PRECAST
so
W-V (m PRECAST
wr
r-r (9n PRECAST
424
F-V (112') PRECAST
326
IW-r (121r) PRECAST
284
II-W (131r) PRECAST
200
Ir4r (144') PFiECAST
244
13W ("n PREOW
217
If-V (Ilin PRECAST
205
14--r (1179) PRESTRESSED
NJL
SAFE UPLIFT LOADS FOR 6- PRECAST& PRESTRESSED U-LINTELS
4tgor-6� TSAFE —LOAD - POUNDS PER LINEAR FOOT
104 1 1151115 1 1 V4r (42-) PRECAST
ILAmlzlm9mmQilvAzLpTT.lJ
591 1 1073 1 IV-r (5111 PRECAST
411
745 1
94� PC) PRECAST
339
818
0-1(r (M PRECAST
n1l
490
94r (M PRECAST
S34
M
T-r Pn PRECAST
512
230
9W (1111L-) PRECAST
40-1
1-80
i 10'r (12n PRECAST
462 1 164 1 1 1111--C (13r) PRECAST
�13137 174r (1"') PRECAST
lie IS-V (IW) PRECAST
2
Joe 114-0 (16" PRECAST
204 91 IWW (IM PRESTRESSED
IV-C (I&fl PRESTRESSED
NJt
1 20
1 83
1 IV-C 0841 PREBVMM
Ir-C Will PRESTRESW
N.R.
104
64
1 IT4. on
lif-C Mr PRESTRESSED
N.R.
148
52
19-C M21) pREpREMw
21'-C Mr PREPRESSED
NJL
125
42
21--c mn PpmTRESw
27-V (Ml PRESTRESSED
NA
116
40
W-W (2541 PRESTRESSED
W-V Mn PRESTRESSED
N.R.
01
.3
1.14r Mn
(#)THE NUMBERS IN PARENTHESIS ARE PERCENT
REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR.
ALL VALUES TAKEN FROM WFE LOAD TABLES' BY CASTCRETE MOW 2DIS EDITION PRECAST PRODUCTS BY OnIENS TO MEET OR EXCEED VALUES STATED MYVE
ALL PRECAIIT PRWUCTSARETO BE [INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MMMMr OF BEARING PAW EACH SIDE OF IMNDM OPENING I
PROD CT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
I DIVISION ACCEPTANCEM 16�0126.03 I
r— — — — — — — — — — 7F-16-lT—/0M`/l—B — — — — — — — — — — — — — — — 8711-61710—MI—OB — — — — - - — — — — — — — — — 8F-16—lT—/O—WI—Q -- — — — — - L�
0
%
40P
0
%
% 0
T
G3
to
2
% %
Jo 0 % %
%
%
LINO, PROVIDE BB1 WHERE
% %
ROOF TRUSSES BEAR, TOP
OF WALL EL. 9-4", UNO.
0
4#
0
4*
J* 0
0
J*
0 4-
0
4p
0
4*
8RF14-
1T/OMMB
4'?*
%
J*
%
is
FI-15 4*
4p %
% %
4*
4*
8F36-lT/0M/OB
SF16-IT/OMIOB
2--1
L B-4-
KF
— — — — — — - - — — — — — — — — — —
8F36-lT/owlB
0.
m
JL — — — — — — — — — — — — —
— — — — — — — — — —
6
1
LIFT BEAM PLAN
SCALE: 114"= l'-O"
MON
F'A RON ITICTS
6
WNsoln
gn
L"
Groulnm
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeWpgroup.com
AA #: 0003325 1
r' DRAFTING BY.
A.S. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1.004
TAMPA, FLORIDA 33634
PH: 8134IM2628
L FAX: 8134186-2902
['SUDDIV. a Lo1r.
SILVERADO
LOT #25
BIX #10
PmJmcT#
3 lm
r03719.000-25101
MODZU
2795- D
CIAP-WE 8WING:
RIGHT
PAGM
IFT BEAM
PLAN
AND NOTES
150 MPH EXP. B
31
rpp'nVr 7/28/20
DAM
8CAM- 1/4"=I'-O"
glkm=
S 2 of
#5 CORNER BAR W/ 30" LAP F
COURSE OF BOND BEAM OR EACH
VERTICAL REBARW/ IU'H---
OOK
Ill
mmo,44
NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"xB" 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING, BONDBEAM
2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL,
PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
HEIGHT.
REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOU13LE 13OND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. BN16"
S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM
COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL.
6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16"DEEP.
8xl6DBL BOND TOP OF
BEAM W/ (1) #5 BAR BOND BEAM'
A�' 0 EACH COURSE
SX8 BOND BEAM TOP
30"TYPICAL
F - FILLED W/ GROUT W/ (1) 05 BAR w BOND BEAM
�NFILLE. GROUT SOLID FROM -.TOP
0.
NOMINAL LINTEL TO TOP OF BOND 'OF OPENING
NO
#5 BAR IN BOND BEAM
ID H III OF #&S IN 2NO BOND BEAM, IF FILLED LINT EL.
BEAM CO'jRSE . T
SEE NOTE 5
b: 8x8 PRE-C'AST CONCRETE
T/1 B
I
�. L
to-,. LINTEL Wl (1) #5 BAR (1-2)
N INA LENGTH OF BAR WIDTH OF MASONRY
CORNER
19 HEIGHT # OF #5'S, TOP OPENING - 2"
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR ..BEAM. DESIGNATION
REINFORCING OF BOND BEAM
THAT XFXY - IT/IMMB INDICATES A DOUBLE BOND BEAM # OF #S'S, BOTTOM 8X8 PRE -CAST CONCRETE SCALE: 3X'=V-0"
AN XF - IT/GWB INDICATES A SINGLE BOND BEAM (L,)
D XX PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER
IT IS THIS ENGINEER'S INTENT TO S
N JTjJ WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS
A 0 XUXX
LINTEL
AND XU)(X - 1TIOW08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
SINGLE BOND BEAM
I�Z'��
AT HIGHER ELEVATION
-
20 (MIN 2 X 3) 1-3116
TAPCON OR DRIVE PIN (MIN
SHANK SIZE , 145 MIN HEAD I
WINDOW
A
SIZE.300 MIN EMBEDMENT I
SINGLE BOND BEAM
1/4') 8- FROM EACH END AND
AT LOWER ELEVATfON
18"O.C. MAX. MIN 1-114V"
EMBEDMENT
#5 BAR BENT
AS SHOWN
:.31
2x6 (MIN 2 X 3) 2-3JI6 TAPCON
PRE -CAST
OR DRIVE PIN (MIN SHANK
q
WINDOW
SILL z
SLZE.145 MIN HEAD SIZE.300
MIN EMBEDMENT I IlV) 6-
SLOPE
FROM EACH END AND IF'
O.C. MAX. MIN 1-114"
EMBEDMENT
2x8 (MIN 2 X 3) 2-TI6
TAPCON OR DRIVE PIN (MIN
OPEN FACE SHEL LED
SHANK SIZE.145 MIN HEAD
AS To ALLOW BENT
SIZE.300 MIN EMBEDMENT I 2X4 SOLID BLOCKING
BAR TO BE PLACED IN
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
UPPER AND LOWER #5 MIN. REQUIRED IN
BOND BEAM EACH CELL HOOKED IN
-114"
I F'O.C. MAX. MIN I 'MIN. 2-12d PER BUK. EA. END
EMBEDMENT
TOP BOND BEAM Wl
STANDARD ACI HOOK
TYPICAL MASONRY WINDOW
7/ig"OSB SHEATHING
CMU WALL
CORNER BARS
AT CORNER STEP
SCALE: 3/4"=l'-G"
SILL CONSTRUCTION
4
ARCHWAY FRAMING DETAIL
PROVIDE 3" DIA. HOLE IN
LINTEL SO THAT VERT.
REINF. BAR CONTINUES
—THROUGH LINTEL.
SINGLE #5 CORNER
1: 4.
10
0
�s , I I
BAR, 3Ox3O TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL I BOND.BEAM
Bx8 CMU PIER
W/ SINGLE OR DOUBLE REINF. SARIS),
SEE PLAN.
ENSURE THAT PIER GROUTS BENEATH
LINTEL,
PROVIDE #5 BAR
AT EACH SIDE
STEEL REINF. OF OF ELEVATION
BOND.BFAM CHANGE
CHANGEIN
ELEVATION OF BOND BEAM
SCALE: 3747=77—
SINGLE LINTEL, MULTIPLE OPENINGS
A A t N I T I C T 8
G r WDmign
ou pO-L m
Mi N. RONALD REAGAN BLV
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdWpgroup com
AA #: 0003325
DRAFTING BY
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH 813496-2628
FZ : 8134013-2902
[ 0 A I
mmov!
F-SUDDIV. do Lo
SILVERADO
LOT #25
BLX. #10
PnoincTo
03719.000-25101
MCDZU
2795— D
GAnAGZ 8`11111NO'
RIGHT
PAGIC.
DETAILS
t,,,150 MPH EXP.
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112"HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 Wl 1 Od X 1 1/2" 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 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.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
6. BOTTOM OF UNTELS 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 P8S36,.177-x 2 719'LONG, WITH WASHER @ 16"O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11 � WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0�-O", FINISH FLOOR, UNLESS
NOTEDOTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED Wl A 2.6 STM, 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,
2X4 BLOCKING BETWEEN TRUSSES
24* D.C. TOE NAILED TO ADJACENT
TRUSSESW(2)l6dOOWAON
NAILS III, SECURE TO BM. Wl
SlIMPSON LTA2 USED TO BRACE
TOP OF WALL
-1�1 5 q . . . . , , . . Iz r- �z r, I-- s M
0 3 D M w M 0 M @ a m D D D @ @ @ @ m 3 5 1 '�'
Cil
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AH17
AH19
AH21
AH23
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A3
A4
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SCALE: 114"= l'-D"
-,"ll
F'A A C N I T 1 0 T I
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ou FO-L atA
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
wwwabdesirgroup.com
AA#: 003325
IF DRAFTING BY. M044
A.B. DESIGN GROUP
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPk FLORIDA 33634
PH: 8134MO-2628
L FAX: 813-886-2802
BUDDIV. So LW07'
SILVERADO
LOT #25
BLK #10
pito"=T#
03719.000-25101
MODEL:
2795—D
GAP.AGIC OWMG.,
RIGHT
PAGE:
FRAMING
PLAN
150 MPH EXP. Bli
m pp
DjW. 7/28/20
mcAuc. 1/4"=I'-O"
8HERIT
S3
IF 'A 111 9 N I T I C 'M
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
0 24" O/C, SUBMIT SHOP "ROOF/WALLIFLOOR
DRAWINGS FOR REVIEW SHEATHING
A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH — AND APPROVAL FASTENER SCHEDULE"
(9) 10d x I J'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON
B�(2) SIMPSON HETAI 6 TRUSS ANCHOR WITH "ROOFMALUFLOOR TRUSSANCHORWITH NOTE: A PT SYP #2 2"x 4!', HTSM20 W/10 10d TO
(12) 16d x I � NAILS TO TRUSS SHEATHING (9) iOd x I J' NAILS TO 6". 8"x 4'-O"MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4"
DBL STRAP, I EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3r TITEN 2 ANCHORS TO
OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL Daign
C-(I) SIMPSON LGT2 GIRDER TiEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO 1900 UPLIFT (2) SIMPSON roup�m
NOTE: A PT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER 0
(16) iOd x 3 J7 NAILS TO GIRDER AND -0" MAY BE ADDED HE TSM20 INSTALLED ON PRE-ENG TRUSS
(2) SIMPSON HETAl 6 TRUSS ANCHORS 6", S" x 4' AVY UPLIFT TIEDOWN REQUIREMENTS.
W/ 1 Dd NAILS, 2 ROWS, W CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD.
WITH (12)16d x 3 J"NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO LONGWOOD, FIL 32750
ADDITIONAL PLY MAX. TO A -(I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 114"x 2 1/4"' PH: 407-774-6078
IX2,2K WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM
U 9 ANCHOR WITH
BE
E APS Up AND
WITH
I. W7E 7
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DIE T
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TRIJ ' A �HOR
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To GIRDER
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0
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ON OOD FL 3
A_(' ,MP PH. 40,_ � "0 -'8
AX . _ :_ .
WITH (4)j'x5"TITEN HDTO CMU AND (12) SOS CONT POURED LINTEL FAX: 407-774-4078
SEEARCIIHEITEWCTU L ANCHOR REQUIREMENTS. To _ I. . _m
D (;)tA www.abdosigigroup.com
16 AA CO
2x SECUF d x 2 TO GIRDER AA 0: 0003325
GALV.CC ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH
IX2 SECU TRUSSES 0 24"01C, IX2,2x WOOD FASCIA (2) J"x 5"TITEN HD TO CMU AND (18) SDS �'x
GALV. Cc rS Op T. I
3"TO GIRDER
SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL C ,MP DRAFTING BY:.
12"O/C FOR REVIEW 2x SECURED Wl (3) 1 Sd C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.S. DESIGN GROUP
AF
AND APPROVAL GALV. COMMON NAILS. (2) J� x S'TITEN HO TO CMU AND (18) SOS �'x 3"
NO
IX2SECUREDW/10d MASONRYBOND SCREWS TO GIRDER (EACH TIEDOWN) DRAFrING INC.
GALV. COMMON NAILS BEAM 5439 BEAUMONT CENTER BLVD.
ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM 12"O/C SEE SCHEDULE SOLID, 8"EACH WAY OF BOLTS SUITE 1004
SEE SCHEDULE TAMPA, FLORIDA 33634
PH: 81
8=28
A ALLOWABLE UPLIFT Ul 810 LBS, L:770 LBS (I PLY) A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY) �NCHORS MIN. FAX: 802
B ALLOWABLE UPLIFT U:2365 USE. 1-1430 UBS (2 OR 3 PLY) B ALLOWABLE UPLIFT 4725 LES (2 PLY MIN.) 2" COVER & 2" APART I
C ALLOWABLE UPLIFT U:2705 USE (2 PLY) C ALLOWABLE UPLIFT 8885 LES (2 PLY MIN.) REPAIR OF MULTIPLE
88sIA 1B 1 TYPICAL TRUSS/ SCALE: 3/4�--V-0 TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR
GIRDER CONNECTOR(S 2A 2B
GIRDER CONNECTOR(S)
(2) 2X4 No 2 SYP DIAG 2x4BLOCKING ETWEEN
314" T & G SUBFLOOR GLUED AND BRACE �;; (3) 12d @ E A. TRUSSES WHERE
SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING
W/ 10dxl/2 HDG NAILS 0--a- TO 30'-0" (1) 'X- BRACE SEAMS)
PER ELEVATION C EACH END. TOTAL OF 10 317-l" TO 60--0 (3) W BRACE SECURE 21K8 PT. PLATE
(I �"r BRACE @ CENTER TO ELK W/ 1/2" DIA,
FLOOR 6--0- MAX (W/lX4) (2 X" BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2"
GIRDER �2R 10--0" MAX (W/2X4) FROM CENTER TO END. WASHER SET IN HIGH
2x WOOD FASCIA, STIR NGTH EPDXY S"
PER ELEVATION I MAX.
SEE ARCHITECTURAL MIN. EMBED. AT 32" OC
10 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8
BTM.CHORD P.T. PLATE W/ 12d's 8"
L PRE-ENG FLOOR TRUSS BRACING, SEE O.C, MAX
\L STIFFBACK (ASPER
5/8"GYPSUM BOARD OR 112"HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/
STRENGTH CLG. BOARD MAY NOT BE
REQUIRED (2) 10d's @ EACH TRUSS
SECURE TRUSS TO TOP PLATE .1 (2) L
16d TOENAILS 4 W-WO.C. MAX.
'N' "E
DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF
-T- Tr WOOD ROOF TRUSSES
MIN. 7" EMBEDMENT
W' (3 N d EA
5 (DAG BRACE To
5 TRUSSES)
'ACE
'E
EQUALLY
�C,A
I _CTURAL
TO SLAB & (18) 16d x
2X4 OR 2X6 WOOD BEARING 2-1/2' NAILS TO POST., SEE SCHEDULE FOR
'0
WALL W/ SYP No 2 STUDS SEE POSTI 0 SIT DIRECTLY BOND BEAM REQ.
SLAS
PLANS FOR SPACING. SINGLE ON SLA13 '4
STM. PLATE TO BE PT.
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING -ep ix4BTM. CHORD BRACING V-0"O/C END WALL OR OTHER
1/2" GYP. WL. ED. MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 01 nf-lk- lAlAl I im n-Am a amm
10--0- O/C MAXSECURED Wl (2) 10d DEPICTED SEE PLAN llu
COMMON NAILS AT EACH CHORD
INTERSECTION TYP.
BTM. CHORD BRACING
-ENG�DTRU`S��
GIRDER/WOOD POST CONNECTIONS
_�R�E
SCALE: 31*'=I'-U'
FLOOR TRUSS CONNECTION@ L.B.W.
VEDGE CENTRAL
SPACING SPACING
���E: 3/4"-l'-O" (NO UPLIFT)
SEE SEE
SCHEDULE, SCHEDULE I'41EW KN. LAN
6- -7r- 7- .,6- 11 7" L 7" 5"
+Ef 177--T 1
0
SEE SCHEDULE FOR BOLT SIZE -J LSEE LEDGER SCHEDULE du,
THE USE OF ALTERNATE MATERIALS MAY BE
NOTCH DEPTH 114*0
HOLE EDGE >5Z'
OLE DIAMETER
5 112" MIN. EMBED. (TYP)
EF17-a 1. ENSURE THAT EXP. BOLTS/J-3OLTS ARE
PLACED INTO GROUTED CELLS, S' ALL AROUND
Pr"" SOLT.
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
BUDDIV. & L07'
SILVERADO
LOT #25
BLK #10
PROJECT# 1
03719.000-25101
MODE&A
2795-D
OAMAGE 8WING,
RIGHT
PAGE:
DETAILS
k150 MPH EXP.
2/5 D SGL. STUD 2. END OF FRONT AND REAR LEDGER SHOULD
OUTER 1/3 OF LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ARCHI T*
SPAN ONLY 3 ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
D'IE C A 4'. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES
/,—HOLE EDGE �518" A - SIMPSON HUS28 G � 1200 USE, U � 1280 USE W/ (1) 3/4" SIMPSON TITEN SOLTIJ-BOLT, 5"MIN. CLOSER THAN 6"OtC. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. 5. IN LIEU OF HILTI PAF'S SIMPSON TITEN 1/4" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
.. it/ B - SIMPSON HUS28 G < 2400 LBS, U - 1425 LEE W/ (2) 3/41 SIMPSON TITEN BOLT/J-BOLT, V'MIN. (2) PT DIA. x =RY THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
RF= MAY BE USED,
RAMr NT
EMBED (22) l6d GALV. COMMON NAILS AND (10) 1 Sd GALV. COMMON NAILS.
C - SIMPSON HGUS28-2 G � 2400 UBS, U � 1810 LES W/ (2) 314"' SIMPSON TITEN BOLTIJ-BOLT, 5"
OL, MIN. EMBED (36) 1 Od GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
',�—HOLE DIAMETER 0 - SIMPSON HGUS28-2 G - 4800 LES. U < 1810 LBS W/ (4) 314" SIMPSON TITEN BOLTIJ-BOLT, 5"
BTM. MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16dGALV. COMMON NAILS.
PLATE 315*0 DEL. STUD E - SIMPSON HGUS28-3 G - 4800 LEE, U - 1810 LEE Wl (4) 3/4- SIMPSON TITEN BOLTIJ-BOLT, 5"
MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS.
WOOD LEDGER
ATTACHMENT DETAIL
9 SCALE: 3/4"=V-9'
STUD NOTCHING
LEDGER SCHEDULE
MARK
SIZE
BOLTSIZE
rmmwAcm
cwrpALmvzm
A
DOUBLE 2x8
112"
81, O/C
I w O/C
a
DOUBLE 2X8
314*
811 O/c
24" O/C
c
DOUBLE 2XIO
1/2"
81, O/C
IS,=
0
DOUBLE 2XIO
3/4*
81, O/C
2W'O/C
E
DOUBLE 2xi 0
3/1-
61, O/C
I IT, O/C
F
DOUBLE 2xI2
31C
1 fill O)C
I I Fo—,c--1
A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO FI AND F2 FORCES.
Pla" 7/28/20'
DATE:
1�ALTERNATE MATERIALS 8CAM- 1/4"=l'-O"
AND BORING LIMITS WOOD LEDGER DETAIL SCALE: 314"-l-T skirmT
E: S3. 1A
FLOOR DECK
mv3..H, H
S4
2X6 PT TERMINATION
20 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W1 (3)16d COMMON Wl (6) 3/16"* x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYP CALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2X4 STRONGBACK,
FLOOR BRACING
�,����SCAUE
SIMPSON H6 W/
(8)8d COMMON NAILS
S MPSON 146 W/ (8) Sd EACH END IN STUDS
CIOMMON NAILS, EACH
END EVERY STUD OR ON Ar—
EACH END OF "BUNDLE"
OFSTUDS
PLYWOOD FLOOR
SHEATHING
I T
SIMPSON SPH4/SPH6 STM. -j
FLOOR TRUSS OR PLATE STRAPS Wl I Dd x 1
GIRDERTRUSS 1/7 HOG NAILS
WALL FLOOR FRAMING,
(',�TRU.SS. PARALLEL TO WALL
SCALE: 3/4"=V-0'
DSL PT 2x6 BLJCNG BETWEEN
TRUSSES W/ 10d 0 Y O.0 IST PLY
INTO LEDGER AND 1 Od @ V' O.C.
STAGGERED UPPER PLY INTO 2X6
BELOW
8" CMU WALL
AL L
R P
REINF PER PLAN
LAN
V TION
PER ELEVATION -L
Tt R
0
2 �_
PERELEVATION -az
V
llyj
STOP
W FIRE -STOP
I
4
8
#8 WOOD SCREWS
W 0 0 D SC R W
N 0
L @ 3"O.C.;
x 2 0 G @ 3
x 2" L014G
A G F F
STAGGEf 0
S T E RE"
T
3' '"'PG
C E E R LINE 0 F F
CENTERLINE OFF 2x6;
N
3/4"AS SHOWN
AS S HOW N
*' 4 0
SIMPSON A23
S M S N A2� 3L
T U
EA. TRUSS
EA R
NAILING PATTERN
PRE-ENGINEERED WOOD
p I
PRE_
FLOOR TRUSSES (SEE
. UL RAMING PLAN)
F
DGER
DBL2X LEDGER F
SEE SC�HEDUUE
TIO
SECTION DETAIL
AT TRUSSES BEARING
r,_"�ON EXTERIOR WALL
�,��E: 3W=1'-T
#8 WOOD SCREWS x 2"
LONG @ 3"O.C.;
STAGGERED
ASSHOWN
DBL 2X8 LEDGER
To CMU W/ 1/2" EXP. BOLT
A T 6 A
S"CMUWALL AT 16"O.C. AND 8!'FROM
Wm IN
END W/ MIN 5-1/7EMSED.
No
REINF PER PLAN
AN E
LOO
F - RD� K
EC
PERELEVATION FLOOR DEC . K
0 1
NAILING PATTERN
0
0
PER ELEVATION jej id-24
ZIA RE_NGNEE
li 24" PRE-ENGINEERED WOOD
21 P
NG F R Ru
2x4F.l. FLOOR TRUSSES (SEE
LOD T
NAILER Wl FRAMING PLAN)
I P LA
MASONRY NAILS
LS
0 12- O.C.
I X2 FIRE -STOP CTIO
SECTION DETAIL
AT TRUSSES PARALLEL
---)TO EXTERIOR WALL
(—A
3/4"=I'-(r
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x6 BLICNG BETWEEN
2x4 BLOCKING BETWEEN TRUSSES
TRUSSES Wl 10d @ T' D.C. I ST PLY
FLOOR DECK
W
2x4CONT /(4)l6dNAILS
(2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT
m�o
INTO LEDGER AND 10d @ 3' O.0
#8 WOOD SCREWS
20 BLOCKING 0 EA. BRACE.
NOTE:
@ Top OF FLR TRUSS
4 -0 SMS)
BRACE W/ (3) 12d 0 EA. 4-4- O.C. (AT SHEATHING SEAMS)
C (AT SHEATHING
STAGGERED UPPER PLY INTO 2x6
x2"LONG@3"0.C.;
1
TOENAIL INTO TRUSS W/ (4) 16d
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS ST.
TRUSS (DiAG. BRACE 7 . 0
7
BELOW
STAGGERED OFF
CENTERLINE OFF 2x6;
NAILS @ EA. END
MUST NOT BREAK WITHIN
PLATE OF 2ND FUR)
COVER 5 TRUSSES)
IF
3/4"AS SHOWN
2x4 BRACE 0 48" D.C. w/ (5) 12d
V41" MIN. FROM 2NO. FLR,
FLOOR DECK
CIE
V-0- TO 30--a- (1) 'X' BRACE
DBL2X8LEDGER
NAILS EA. END
LINE
2x6 CONT. W1 (8) 16d NAILS
G ST. OF FLOOR TRUSS
W-1 - TO 60--0 (3) 'X- BRACE PRE-ENG GABLE TRUSS
'CE RE E E R
"X'
P - . _-L T U�
TO CMU W/ IIZ'EXP. BOLT
8d RING SHANK NAILS 0 4? .
(BT� 2X6 IS FOR WALL
BRACE 0 CENTER
(1) I
"X"
ALL
8' CMU WALL
R
REINF PER PLAN
AT 16'0.C. AND F'FROM
IN TO BL66KING
SHEATHING NAILER)
(2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN
.UALLY TIFFEACK AT ALL 2.SU._..
FROM CENTER TO END.
END Wl MIN 5-1/2" EMBE�,_
16d NAILS @ 8"O.C. MAX
R H VER A.- HIG
Up I. TS 0
UPRIGHTS OVER 4'-ITHIG.
.
1X2 �IRE�STOP
(AS PER TRUSS E,
AT'DN
PER ELEVATION
FLOOR DEC
g k PER ELEVATION PER ELEVATION
k
LL
'T'LOL 11!1�:
SEE
PLYWOOD SHEATHING, SEE
jPLAN
" Iz
P
NAILING PATTERN
"ROOFNVALUFLOOR
O�
21PRI-ENGINEERED
S14EATHING
FASTENER SCHEDULE"
PER ELEVATION /-L�
PER ELEVATION PER ELEVATI
�0
To.
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
C
2x4 P.T. CEILING
WOOD
.. IM
2 M
FLOOR TRUSSES (SEE
=PRE-ENGINEERED WOOD
CONNECTION PER 1
ix2,2x WOOD FASCIA
VE.NG
NAILER Wl
FRAMING PLAN)
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
FRAMING PLAN)
T
SEE ARCHITECTURAL TRUSS MFG.
MASONRY NAILS
�y LS
C
@ 12- O.C.
FLOOR TRUSSES (SEE
FRAMING PLAN)
SEE SCHEDULE FOR SEE SCHEDULE FOR
SIMPSON HETA-16 Q
I NET REI
2x SECURED W/ (3) 1 Sd ENGINEERED WOOD
GALV. COMMON NAIL:. TRUSSES 0 24' OIC,
I
\.TRUN
REPAIR DETAIL IF
BOND BEAM REQ. BOND BEAM REQ..
4
EVERY TRUSS (VERIFY
S
W SECURED W/ I Dd SUBMIT SHOP DRAWINGS
I X2 FIRE -STOP
L
LEDGER INSTALLED TOO LOW
SIMPSON HETA-16 0
WI TRUSS PLAN)
V, ,
GALV, COMMON NAIL FOR REVIEW ONT. 2.4
AT TRUSSES PARALLEL
32" O.C. MAX.
(VERIFY W/ TRUSS
SECTION DETAIL
12" O/C AND APPROVAL SECURED W/ (2) 12d's @
MASONRY BOND BEAM EACHTRUSS
/":�TO
EXTERIOR WALL
PLAN)
AT PARALLEL / PERPENDICULAR
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
��PRE-ENG FLOOR TRUSSES
SCALE: 3/4"=V-0"
W1 HIP RETURN
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
PRE-ENG
AT FIRST TWO BAYS 4'-O"O.C. (AT
PRE-ENG'DWOOO
SEE SCHED. BELOW
ROOFTRUSS
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP)
0 24- D.C.
NOT SHOWN FOR CLARITY)
MAX
PE ELEVATION
FOR STRAPPING
VERIFY
PRE-ENG ROOF TRUSS
SECURE 2x6 PT. PLATE TO BLK
W1 TRUSS PLAN
TRILM TO TOP PLATE
518"GYPSUM BOARD OR 1/2" HIGH
Wl 1/2" DIX ANCHOR BOLT Wt2"
A SIMPSON MTS12
STRENGTH CLG. BOARD
4x4l4x6 SYP NO. 2
WASHER SET IN HIGH
U - 9N LBS W/ (14) 10d
SECURE TRUSS TO TOP PLATE w/ (2)
WOOD POST TO
STRENGTH EPDXY 6"MIN.
GALV. NAILS.
1 Sd TOENAILS
SLAB.SEE
EMBED. AT 32" OC MAX
8 - (2) SIMPSON MTSI 2
DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE TO 2x8 P.T.
U � 1420 LBS W/ (14) 1 Od
BELOW FOR
PLATE W/ 12d's 8" O.C. MAX
GALV, NAILS EA. STRAP
20 OR 2x6 WOOD BEARING
CONNECTION
WALL W/ SYP No 2 STUDS SEE
--Ar- FL#17239
PLANS FOR SPACING. SINGLE
CONC.POURED
-TM LATE TO BE PT,
LINTEL COURSE
PIR&POE DEL TOP PLATE
=0
PROVIDE BLOCKING
SIMPSON SPH4 OR SPH6 STM
M"GYP. WL. BD.
:0:
AND TOP PLATE ANCHORS W/
I Od x 1 112" COMMON NAILS
SECURE ST. PLATE TO SLAB Wl
CONT. 2x4 SECURED W/ (2) l0d'� @ EACH
FILL ALL HOLES, DO NOT USE
10d x 3"
1/2"xg" WEDGE ANCHOR W/2"
WASHER SET IN HIGH STRENGTH
TRUSSMOOD POST CONNECTIONS
TRUSS TO BE INSTALLED 0 1 01-W O.C.
MAX.
EPDXY S-1/2" EMBED. MIN. @ 16'
10a 10b 1
OC MAX.
SCALE: W4"=V-V
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
TRUSS TO POST CONNECTION
A -SIMPSON MTS-12 U: 990 LBSWI (14) 10d GALV. NAILS.
r
B - SIMPSON HTS-20 U 1310 LBS W/ (20) 10d GALV. NAILS.
C - 2-PLY-SIMPSON VGT/HDU4 U � 4565 LES VGT TO TRUSS W1 (16)
114`A3-'SDS,(1)5/8'-A.T.R, TOHDU4 AND (10) '114" X2112" SDSTO POST
CONNECTION @ L.B.W.
�,-�yRUSS
POOTTO SLAB CONNECTION
SCALS: 314*=V-0"
A&B - SIMPSON ABU44Z POST BASE -U:1,900 GA660 W/ 518 DIX x V'EXP. BOLT
SIMPSON ABU46Z POST WE �U:2,300 GA 0,336 W1 518 DIX x 6" EXP, BOLT
C - SIMPSON HTT5 POST ON SLAB <U:4,566 W/ 5/9'A.B. WITH MIN. r,
EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST.
A A G N I T I C T 81
G r ZNsign
OUSFO- "n
01 N. RONALD REAGAN BLVD.
LONGWOOD, IFIL 32750
PH: 401-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003325
r- DRAFnNG BY:
A.B. DESIGN GROUP
DRAFTING INC.
5439 BEAUMONT CENTER BLVD.
SUITE 1004
TAMPA, FLORIDA 33634
PH: 81.3468641628
L FAX: 8134IM2802 A
"a
0
"T
F-RUNDIV. & 1.0
SILVERADO
LOT #25
BLK #10
PMJ=T#
03719.000-25101
MODEU
2795-D
GAPLAGIC 8WING:
RIGHT
PAGE:
DETAILS
%,.150 MPH EXP.
t"
ap
q
� w
..E - END
w
ROOF WIND DESIGN PRESSURES
NET ASCE 7-10
ZO.V'ROSS) 8.97 PSF (19.97)
ZONE 2 17.98 PSF (27.98)
ZONE 3 33.53 PSF (43.53)
'A"V-O"END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE: "B"
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT - 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16"
O.S.B. OR 112" COX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. W CDX EXT. PLYWOOD, WITH 8d RING
SHANK GUN NAILS AT 4"O.C. AT SUPPORTED
PANEL EDGES AND Scl RING SHANK GUN NAILS
AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS @ 4" D.C. EDGEWISE 2X4
BLOCKING ALL PANEL JOINTS Wl IN 4'OF GABLE
END,
ROOF WALL/ FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA
SHANK
TENSILE STIR.
SHANK
8d
RING SHANK,
2 1/2"
OA20"
170,000
TlwT_
6-20 RINGS
SCREW SHANK
INCH)
8d
SCREW SHANK
2 112"
0,120*
PNEUMATIC
SCREW -NAILS
1. NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
EXTERIORSHEATHUNG
USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4" D.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4"O.C, TOP &
BOTTOM PANEL AND Sd RING SHANK GUN
NAILS AT 6"O.C. AT INTERMEDIATE SUPPORTS
OR 7/16"ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL.
8d RING SHANK GUN NAILS @ 4" 0,C.
TOP & BOTTOM EDGES
11 r
LU
Z
LU
Z
z
<
d
0
z
z
fr
TO
cn
LU
z 0
:D 0
0 LU
�d TO
Z
z
�c
P d
051 ci
z L:U
z
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END
RAFTERORTRUSS
ROOF SHEATHING
mmm WIN
EMMMML k
milill
BUILDING LENGTH
ROOF SHEATHING LAYOUT
ANO=ALLDRACING
r
FOR z H FRAMM
8d RING SHANKGUN NAILS
S' O.C. IN FIEUCf
CSd IiING SHANK GUN �AILS @ 12" D.C. IN
FIELD or Sd x 2 1 02"SCREW SHANK
PNEUMATIC SCREW -NAILS @ 1 Z' 0.
FIELD 7
. . I I TYP. 3f4"T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBCR 2017,6th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, ACT 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO A14Y SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN�
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIN SHALL BE 30r.
PROVIDE S%AIR 841PAINED CONCRETE EXPOSED TO EARTH OR WEATHER
ALL EMBED EDGES OF CONCRETE ARE TO BE CHAMFERED We.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR HARRIER MEMBRANE UNDER ALL SUki3SONGROM WHERE INDICATED ON
DRAWINGS SEAMS LAPPED 6 INCHES AND SEALED NTH ADHESIVE TAPE.
FORWWOM
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 341,
'RECOMMENDED PRACTICE FOR CONCRETE FOWWORK.
WOOD:
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF.
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
CRIPPLERS ' SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0-25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS. SPIKE. BOLTS USED
W, DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
CONTAINS MORE THAN WOF 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, ft 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 STRUCTURALDEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
SEQUENCES TO INSURE SAFETY OF THE ILDING .11 ITS COMPONENTS
WELDED WRE MESH:
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES,
DURING ERECTION' THIS WORK INCL.D.:UTHE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GLTYS OR TtE-DOWNS.
WELDED WIRE MESH. SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACT
WOW TRUSSES:
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SMALL BE
SUPPORTED WITH 2"CHAIRS SPACED T-O' OC, EACH WAY.
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
REQUIREMENTS AND SLA13-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
DESIGN LOADS:
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pf
20 pst TOP CHORD �curra"l
10 p.1 STM CHORD ---Mt
DEADLOAD DEADLOAD
15 pEf TOP CHORD 20 pst TOP CHORD
(7 pfW ASPHALT SHINGLES) (10 psf Wl No GYPCRETE)
10 pf 8TM CHORD 5 pst BTM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 1OPf
BALCONY LIVE LOAD 00 PSI
STAIRS LIVE LOAD 40 pef
WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST
(ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11)
LIVE LOAD& UNINHABITABLE ATTIC WITHOUT STORAGE: lOpEf, UNINHABITABLE ATTIC WITH LIMITED
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pf, BALCONIES (EXTERIOR)
AND DECKS: 40pef, GUARDS AND HMDFWLS: 200psf, GUARD IN -FILL COMPONENTS: 50pEf, PASSENGER
VEHICLE GARAGES: SOpf, ROOMS OTHER THAN SLEEPING ROOM: 40pEf. SLEEPING ROOMS: SOW. STAIRS:
40W
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT $HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS. ETC
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO T14E ARCHITECT.
DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ARCHITECT.
FOUNDATION/ SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PEI!, 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.
REINFORCING STEEL:
REBAR SHALL BE ASTM A6`15 GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A6`15
GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
Wt THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACT STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW.
TYP. MIN LAPS SHAUL BE AS FOLLOWS: #4 BAR 25' #6 BAR 36'
#5 BAR 30" 07 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 C014TINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
WITHOUT THE APPROVAL OF THE ENGINEER,
MASONRY:
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
"SPECIFICATION MASONRY STRUCTURES' (ACT 5301 ASCE 517M$ 402, BUILDING CODE REQUIREMENTS FOR
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE f. - 1600 PSI. BLOCK SHALL BE PLACED USING
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8'
COURSE AGGREGATE. AND SHALL BE PLACED W/ A SLUMP OF 8'TO 10". USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
TYPE 'M"OR"S"MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 318"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUS1014S THAT EXTEND INTO
CELLS TO BE FILLED.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHN ICAL ENGINEER TO VERIFY
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL
REINFORCING.
SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPACITY. AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
TR TURAL TE
S UC S EL:
BE MADE BY THE GEO-TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CON0%-rE:
S PECIFICATIONS FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOULOW$:
9 TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
A36, Fy - 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-W. GRADE B,
Fy - 46 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S. Fy - 36 MI. TUBE AND PIPE
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAH-ON-GRADE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB,
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL
CONTRACTOR SHAU. SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED T -i- PRIOR TO THE ADDITION OF PLASTICIZER
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND AS TIM C44 OR MEASURING, WONG, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
CONCRETE TICKETS SHAU. BE TIME -STAMPED WHEN CONCRETE M HATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS
ADDED To THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A
DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT $HAUL BE THE
RESPONSIBILITY OF THE TESTING U430RATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON
COMPUANCE NTH THE ABOVE
REWRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS:
A TFOR CONCRETE CAST AGAINST AND PERMANENTLY D"m TO EARTH (FOUNDATIONST
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER,
I :1/2"FOR16ANDSWLER
Z FOR #8 AND LARGER
C� FOR CONCRETE NOT EXPOSED TO WEATHER
3/4, FOR SLABS, WALLS AND JOISTS
I -Mr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036* AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446. GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI14, MESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:. AND `TPINVTCA BCSI 1"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUT$ THAT
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
LICENSED PROFESSIONAL ENGINEER.
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
PROVIDED BY THE TRUSS ENGINEER.
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER $HALL BE RESPONSIBLE FOR
ALL TRUSS TO TRUSS CONNECTIONS.
FASTENER SCHEDULE
WINDOW AND
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1, STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2 . FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO F RAMING 13UCKS SHALL BE AS PER MANUFACTURERS SPECS AND I OR NOA
3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF $HALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
6 FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE $PACING DETMLED ABOVE
B. 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. 1� MEMBERS ARE NAILED AND
2x== SECURED W1 TAPCONS OR PAF TO THE SUBSTRATE.
A RONIT ICTS
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441 N. RONALD REAGAN BLY
LONGWOOD, FIL 32750
PH: 407-774-6076
FAX: 407-7744078
www.abdesigngmup.com
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DRAFTING INC.
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TAMPA, FLORIDA 33634
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FIEUDDIV. at LOT,
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