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(813) 740-9720 Fax: (813) 740-9715
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
•FBC RESIDENTIAL 8TH EDITION (2017)
:FLORIDA FIRE PREVENTION CODE 8TH EDITION
NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION
ABV. ABOVE MFR. MANUFACTURER
A/c AIR CONDITIONING MIN. MINIMUM
ADJALE. ADJUSTABLE M.T. METAL THRESHOLD
ALTERNATE MTMOUNTED
AMP. AMPERAGE MTLQ METAL
DATA
DESCRIPTION
ARCHITECTURAL SHEET DESCRIPTION
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL 813) 740-9720
FAX: M3) 740-9715
-ALL LOCAL AND STATE CODES
*OCCUPANCY - PMENM4 GROUP R3
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:CONSTRUCTION TYPE - ♦B
•MDT. INTERIOR FINISH - CLASS B
•BASIC WIND SPEED -volt=15o MPH
•)�OSURE - B°�=116 MPH
*I -STORY RESIDENCE -
•2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
BD.
GL
cm
CLR.
CON
CPT.
C.T.
D.
DEL.
D.G.
DIA.
DIM.
DISP.
OF.
Da
BOARD
CENTERLINE
CABINET
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
N.TS. NOT TO SCALE
O.C. ON CENTER
P.B. PUSH B �
PH PHONE
PH. PLATE
ATE
PLYWD. PLYWOOD
PR PAIR
P.T. PRESSURE TREATED
R. RISER
HAD. RADIUS
R.A.G. RETURN AIR GRILL
REF. REFRIGERATOR
RM, ROOM
R.O. ROUGH OPENING
S.c. SOII.IDCOREEXTDR
PG Cl-COVER SHEET
PG GN- GENERAL NOTES
PG Al -FLOOR PLAN
PG A2C-ELEVATION
PG Ei-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
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• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA#
D.S.
DEL.
D.W.
EA.
ELEV.
EQ.
DOWNSPOUT
DETAIL
DISHWASHER
EACH
ELEVATION
EQUAL
EXHAUST
S,D. SINGLE DETP.CTOR
S.H.SINGLE HUNG
sHr. SHEET
SHTHG SHEATHING
SHWR SHOWER
Sim SIMILAR
Si
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-NOT USED
PG WA8-WALL ASSEMBLY DETAILS
SQ.FT. CALL. S
Ia2E4 FT.
LIVWj Sa
49m FT.EXH.
AR No. 93723
ENTRY to G a. FT.
LANA! M 6a FT
EXT.
F.GJFX.
F.G.
EXTERIOR
FIXFD GLASS
FUEL GAS
-SLIDING
SL. m SLIDING DIASS
STQ STANDARD
SWS SHEAR WALL
A.B. DESIGN GROUP, INC.
TOTAL T362 6a PT
FIN.
FLR
FINISH
FLOOR
SECTION
TEMP. TEMPEREDGLASS
1441 NORTH RONALD REAGAN BLVD.
FLUOR. DDR.
FRENCHS�R
T.O.C. TOP OF CURB
LONGWOOD, FLORIDA 32750
FrG.
GA.
FOOTING
GAUGE
T.O.P. TOP OF PLATE
TYP. TYPICALOP OF AB
Tel: (407) 774-6078
GAR. DLSP.
GARBAGE DISPOSAL
TYP. TYPICAL
Fax: (407) 774-4078
G.F.L
GL.
GYP. BD.
GROAULT
GIRCUTT INTERRUPTER
GLASS
GYPSUM BOARD
U.N.O.U.N. UNLESSNOTED
OTHERWISE
V.P. VAPOR PROOF
W. WASFiOt
STRUCTURAL SHEET DESCRIPTION
PG S1-FOUNDATION PLAN
PG SIAA-DETAILS
H.B. HOSE BIB W/ WITH
H.C. HOLLOW CORE WD. WOOD
HEEIGHT ER W/H WINDOW
DRAWING / CONTRACT DOCUMENT
REVIEW
HOT. ORHT
INS
MT.
LAV.
LUM.
M.C.
INSULATION
INTERIOR
LAVATORY
LUMINOUS
MEDICINECABINFT
W.I. WROUGHT IRON
PG S1.2-DOWEL PLAN
PG SI.2A-DETAILS
PG S2-1IFT BEAM PLAN AND NOTES
PG S2.lA-DETAILS
PG S3-F7tAMING PLAN
THE BUILDER ASSUMES ALL LIABILITY FOR
INTERPRETATION
DOCUMENTS. ERPRETATION OF THE CONTRACT
7ANY ASPECT OF THE CONSTRUCTION (A3
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR
AND IN EXPLANATION INFORDDER TTRO BUILLDLlTNG OR HIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT
PROCEDURE IS FOR THE BUILDER TO SUBMIT A
WRITTEN R.F.I. (REQUEST FOR ]NFORMATIONTO
THE ARCWECT OR ENGINEER POR CIARIFI TION.
PG S3.IA-DETAILS
PG 33.IB-DETAILS
PGG SNl -DETAILS
AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRrrr ITE?/DRAWN FORMS IN A TIMELY
MANNER. AS DESIGN GROUP TAXES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO IM's
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
THE CONSTRUCTION BASED ON THE DRAWING SET.
-IN '
N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407.774-6078
FAX: 407.7744078
www.a bdealgngro BP.com
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OWUL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
ft EDITION, (2D17) AND IN CONJUNCTION WITH ASCE 7.10, ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED
IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE O THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
OARAOES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE. DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R3M5.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLD WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
13A 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 CEIUNGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMIM NO.25 GAGE (0.48 AMA) SHEET STEEL 1" MN, 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 R3028 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE 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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITEWORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8'
LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF 3'-O" 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 TERMENT PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES'
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL CONPLYWITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2D02)
E. APA- THE ENGINEERED WIXKIASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 8- 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 ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MNIMUMDIMENSION OFANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREA SHALL BE 8 FT .SQ.
PLUIIND
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH Y2' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3OD5.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE
R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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, 12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926 & ASTM-CIOD12a
3. LATH & ACCESORIES PER ASTM-C-1063.1 IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1053-11A AND R703.7.
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R3027.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX: 407-774-4078
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LEGS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS.
1441 N. RONALD REAGAN BLVD.
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• 20 AMP DEDICATED LAUNDRY CIRCUIT.
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• DISHWASHER DISCONNECT TO BE LOCKOUT IN
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OF T CPM INTERMITTENT PER TABLE M160TA OF
PBOR 6TH EDITION (20T11
• LAUNDRY ROOM RECEPTACLE SMALL ISE GROUND
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NOT TO SCALE.
GENERAL NOTES+
A. ELECTRICAL MATERIALS AND INSTALLATIONS SWILL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FEICR 61H
EQITIaN (20n) LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS,
B. ALL CONDUCTORS SHALL BE TYPE TMHN/THWN UNLESS
NOTED OTHERWISE.
POWER C0HPA
TRA18F01>2IVER
PROVIDE B0 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 N COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
9/0 ALUMINUM (AL) N 2" DIA SCHEDULE W PVC
CONDUIT UNLESS SERVICE 16 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
1826
�u.a Ra ew, R
i m d100%
hla4w.1 aRa ss4e
PROVIDE 312/0 CU, THILN . Fill, CU IN 2' CONDUIT OR 3
+4/0 AL, THUN • PS CU N 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT • OVERNANGJ
COMBINATION SERVICE 1 60 AMP
DISCONNECT SWITCH AND 120/2
M ELECTRIC METER IN
NEMA SM ENCLOSURE MLO
PANEL
BDAdP
MCB
TELEPHONE SERVICE CAELE TELEVISION �
E(iJIPhlMT EQUIPMENT
INTERSYSTEM BONDING
TEIRMNAL AT LOW
VOLTAGE CONNECTIONS
1 •4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROV1610N6 OF THE, FBCR &%W
E,jDITION. Owl
6/8" DIA X S FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REALM BLVD.
LONGWOOD, FL 32750
PH: 407.77 078
FAX: 407-7744078
www.abdasQftroup.com
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PLUMBING RISER DIAGRAM
PLUMBING PLAN
77 " -®
TUB
TO
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL 32780
PH: 407-774.6078
FAX: 407-774.4078
www.abdeslgngroup.com
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BCA=: 1/4"=1`-0"
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HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL Be PROVIDED WITH PROPER CLEARANCE, FOR SERVICNO, PER
MPG. REQUIREMENTS.
2. ALL DUCT SYSTEM INSTALLED N NON -CONDITIONED AREAS ¢BALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAID 4 MASTIC. AND
INSTALLED AS PER FBC 6714 EDITION (201) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLA86 1 AIR DUCT AS PER NFPA WA 2-3.1
4. FRESH AIR INTAKES OWALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SkALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBC 6714 EDITION (TOFU MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TH EDITION
(20M) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR DATHNO FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE UT14 FCC 6TH EDITION 4`20'U MECHANICAL CODE SECTION
403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE WDER-CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
1 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8111OKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH
EDITION (2011) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
LEGEND
®
SUPPLY AIR DIFFUOER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DPPUSER
—
SOLID LINE- SUPPLY TRUNK
—
BROKEN LINE- RETURN TRUNK
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BALANCING DAMPER OR ODD
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGFIT
O/A
OUTSIDE AIR
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PASS-71-RU AIR GRILL
NOTE'
ALL HVAC TO NAVE PROPER
PANS W/ DRAINS
SECURE STRAP TO CONC. GCNLNIT
ATTIC
W/ (2)-3/16'X2' TAPCCNS
6NlP60N WD ROLL STRAP
OR EQUAL
CEILING
O O
EXTERIOR WALL
� PLy
? 1
AIR RETURN
4' CONCRETE BLAB
SECURE STRAP TO UNIT W/ (2)
#GXI 1/4' 6HT. MTL. SCREW&
SWTICN AND LIQUID
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REFRICvERANTL"'ES
CONDENSER
UNIT
AIR HANDLER
b
CONNECTION
TO PAD
EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
NOTE= MAIN COND. DRAIN 3/4' DIA.
OVER HEAD 12' FROM STRLICTURE
EVAP. TRAY
1VtIECHMICAL
SLEEVE TO LINES BELOW SLAB
TREFRIGERANT
LINES TO
PLATFORM
RETURNCONDENSING
UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FDCR 6TH EDITION (20M)
BLDG. CODE
SECTION 30124
HVAC
DRAINS
[E-0
SCORIATED NICKEL
BRONZE FL. PL.
FIN. FLOOR
OR WALL
GOWIER6UNK
CD. PLUG
I_6.
SEE BPEG.
—FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
INSIDE SERIES NICKEL BRASS TOP
CAULK P.V.0 OPTI/BPEC
nFLOOR SLAB CLEAN -OUT (TY�P.))
FIN. GRADE
OR PAVING
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
vEXT. GROUND CLEAN -OUT (TYP)
MECHANICAL PLAN
SCALE: 1/4 • I'-0
NOTE:
ALL MECHANICAL EQUIR ENT
SHALL BE INSTALLED AT OR
ABOVE PPE. ELEVATION.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeskgngroup.eom
AA A: 0009325
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SILVERADO
LOT #7
BLK, #12
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DATM 10/23/18
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or_
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a -a
FIN. FLR
NOTE; STUDS IN
PARTITIONS SUPPORTING
WALL HUNG PLUMBING
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHEN
SPACED NOT MORE
THAN 16' O.C. OR, NOT
LESS THAN 2x6, WHERE
SPACED NOT MORE
THAN 24' OTC.
(a)TYR INT, WALL NON-BRG.
D1 SCALE: 3/4'-I'-0'
FIBERGLASS SHINGLES,
OVER 690 PELT PAPER
OR SYNTHETIC
PRODUCT, INSTALLED
PER SECTION R10511
ON I}' OAD. SHEATHING
OR J' COX PLYWOOD
SECURED PER
PABTENER SCHEDULE
.y EM ..
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PON . LAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
5' DIA. SLEEVE,
DO NOT CUT
BOND BEAM -
SOLID GROUT
W/ (1)- 9
(2) COURSE
DO NOT CUT
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zA PIPE THROUGH BOND BEAM
Dl SCALE:3/4'■I'-0'
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SEE ENERGY CODE FORME
NSULATION R-VALUES
REFERENCE STRUCTURAL
I'-0' PER ELEVATION
r
OH.
R-4.1 INSULATION —�
WINDOW ATTACHMENT
AS PER MANUFACTURES
SPECIFICATIONS
REFERENCE
STRUCTURAL
het P.T. FURRING
STRIPS 0 24' O.C.
B' cm
1/2' GYP. UL.
WOOD BASE
FIBERGLASS SHINGLES
OVER W FELT PAPER
OR 6YNT1 ETIC
PRODUCT, INSTALLED
PER SECTION ROOS,LI
ON a' OA.S. SHEATHING
OR k CDX PLYWOOD
SECURED PER
FASTENER SCHEDULE
STRUCTURAL
PRE-ENG TRU86
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS,
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
�t
2B GAS LINE THRU HIACK
FIBERGLASS SHINGLES
OVER SO FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RWS.LI ON 11' OAA.
SHEATHIMG OR I' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATION&
VENTED SOFFIT
1°RE-EW% GABLE TRUE&
SEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1'-0.
TYR
s GARAGE DOOR JAMBS
D1 SCALE: 11/2'.I'-0'
2x BLOCKING BETWEEN TRUSSES,
PER STRUCTURAL DETAILS—%
STIFFBACK AT ALL UPRIGH
PER STRUCTURAL DETAILS
PRE-ENG 110 TRUSS—
CONT. 2x RAT RUN SECURED PER—J/
STRUCTURAL DETAILS -//
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUE&
J,PER ELEVATION
S1W GYPBUI'i BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
R-4J INSULATION
WNDOW ATTACHMENT AS PER
1` N ACTURlB SPECIFICATIONS
REFERENCE
STRUCTURAL
1x2 P.T. FURRING
STRIPS 0 24' Or—
I/2' GYP. M. BD.
WOO SAGE
FIBERGLASS, SHINGLES
OVER W FELT PAPER OR
SYNTHETIC PRODUCT,
INSTALLED PER SECTION
RS0511 ON J' 0.6B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
I.-0, FASTENER 804EDULE
TYR MTL. DRIP EDGE
Off. 2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
\PRE-ENG. GABLE TRUSS,
`—WEEP SCREED
\-2x P.T. SECURED PER
STRUCTURAL DETAILS
In' THICK, 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
r�lJ
0'-0' FIN. FLR j _ALL,_ J 0'-0' FIN. FLR 0-0' FM. FLR _ J a-0' FIN. FLR
a. e, Cm a.
4" 4'
W/ WINDOW OPENING TYR MALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION
lE NO OPENING NOTE: NO OPENING
PER SECTION 505.1.1 - FOR ROOF
SLOPES 2:12 TO LESS THAN 4:12, A
(2)1-STORY HIP BLOCK WALL (2)LAYER UNDERLAYMENT SYSTEM 5 1-STORY GABLE BLOCK WALL
.� SCALE, 3/4'4-0' 18 REQUIRED. FOR ROOF SLOPES SCALE, 3/4'.P-0'
OF 4=12 OR GREATER, lU LAYER
UNDERLAYMENT 18 PERMITTED BUT
MUST BE PER ASTM 0226 TYPE 11,
ASTM D 4869 TYPE IV, OR ASTM D
6151
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774.4078
wwW.ebdcsWngroup.mm
AA 8: 0003325
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SVSDIV. k LflT:
SILVERADO
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04128.001-07121
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MIN. SHAM. SIZE .145
MIN HEAD SIZE 300
MIN vlwmMENT 1-A,'
WITHIN 8' OF EACH END 4
W O.G. MAX SPACING
I DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
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NOTE, SHIN AS NEEDED TO PLUMB JAMS
(DO NOT EXCEED YV )
DOOR JAMB TO BLACK +3/4 OR +5/4
A TO +9 4 R +5 4
A SCALE, N.TA
2X4, m
SECURE TO BLOCK W/ Il(6'
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MIN. MEAD SIZE 300
MIN. EMBEDMENT IV)
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18' O.0 MAX SPACING.
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MIN. HEAD SIZd 0
MR EMBEDMENT I Y4,)
WITHIN 8' OP EACH END 4
S• C,U
18' O.C. MAX SPACING.
A' DRYWALL
2X&,12m
VX4' OR I'X2' P.T. NAILER
SEGO BLOCK W/2_%,
CASING
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MIN MEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Ya)
TTAC 4 TO 2X PER
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS,
19' O.C. MAX SPACING
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SECURE TO BLOCK tut �(6'
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145
MIN HEAD SIZE 300
MIN EMBEDMENT I Y4')
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NOTE: STRUCTURAL 2x
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SECURED THROUGH
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EMBEDMENT INTO BLOCK
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MIN. HEAD SIZE 900
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MIN EMBEDMENT I Yw)
ATTACH TO 2X PER
WITHIN 8' END 4
MANUFACTURES DETAILS.
l8' O.C. MAX SPACING.
NOTE, 514IM AS NEEDED TO PLUMB JAMB
(DO NOT EXCEED Y4')
DOOR JAMB
TO BLACK +1-1yy 1�"
WWDON
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TO BLOCK +1-15/ 8
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SECURE TO BLOCK W/ Il(6'
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MIN SHANK SIZE .145
MIN. HEAD SIZE 300
MN. EMBEDMENT I Y4 )
WITHIN 8' OF EACH END 4
NOTE, STRUCTURAL 2X
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MUST BE ON OUTSIDE 4
2X6m
SECURED THROUGH
SECURE TO BLOCK Un-2U(a'
NON-STRUCTURAL V
TAPCONS
TAPCON MR 1-Y4'
(MIN. 6WANC SIZE .148
EMBEDMENT INTO BLOCK
MIN HEAD SIZE 300
MIN. EMBEDMENT 149
S. cm
WITHIN 8' OF EACH END 4
Y)• DRYWALL
l8' OG. MAX SPACING
a
I'X4' OR VX2' P.T. NAILER
2XS�
SEA�&TO BLOCK W12-V
or
CASING
/MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOIU
MIN. EMBEDMENT I '29
TTACa TO 2X PER
8 WITHIN ' OF EACH END 4
MANUFACTURES DETAILS.
18' OG MAX SPACING.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )V )
DOOR JAMB TO BLOCK +1-1 2 - _ BLOCK
JAMB TO BLOCK +2 4'
U1FD4D011 1- ?0 LMLDCK +1/2' �MIDOW TO +2 IX
2X4m
SECURE TO BLOCK W/ Vo'
TAPCONB
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN EMBEDMENT 1 Y49 NOTE, STRUCTURAL iX
WITHIN 8' OF EACH END 4 MST BE ON OUTSIDE 4
WOr-MAX BPACINGr. SECURED THROUGH
SX6m NON-8TRUOTURAL VTA BLOCK W/U-1Ns'TAPCON MK 1-)4
(MIN. SWANK 61ZE J48 EM15EDM W INTO BLOCK
MIN. HEAD SIZE 300 cmMIN. EMB9EDt-W I A) V DRYWALL
WITHIN 8' OF EACH END 4 W O.C. MAX SPACINGr. 'X4. OR IhQ' P.T. NAILER
2xSm 11
SE�STO BLOCK 81rJ-4J(a'
(MIN. SHANK SIZE .145 DOOR CASING
MIN. HEAD SIZE 30O
MIN EMBEDMENT I YV DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
0- Or_ MAX SPACINW, MANUFACTURES DETAILS.
mma AowwwtORIMdM1a/6v, bwoo@)
DOOR JAMB TO BLOCK +3"
E, NT.S.
2X4=
SECURE TO BLOCK W/ W6'
TAPGONB
(MIN. SHANK SIZE .148
MIN DEAD SIZE 300
MIN EMBEDMENT I V)
WITHIN 8' OF EACH END 4
NOTE, STRUCTURAL 2X
10' OJG. MAX SPACING.
MUST BE ON OUTSIDE 4
2X6ms
SECURED THROUGH
SE01RE TO BLOCK Wn-%,
NON-STRUCTURAL w
TAPCONS(MIN. SHANK SIZE
TAPCON MIN. I-Yi
J45
EMBEDMENT INTO BLOCK
MIN MEAD SIZE JIM
MIN EMBEDMENT I Y4')ATTAC44
• CM
WITHIN 8' OF EACH EN
DRYWALL
W O.C. MAX SPACING.X4'
OR 1'X2' PT. NAILER
2x&,®SECUJRE TO BLOCK IMD
2X SECURE TO
TAPCONS(MIN SHMK
TRUCTURAL MEMBER
µ5
O)MJd WITHIN 8' OF EACH
MIN. HEAD 812E 300ND
4 6' TO 8' O.C. MAX
MIN EMBEDMENT I Y4')OOR
CASINGWITHIN
8'OF EACH ENOOR
JAMB OR WINDOW
18' O.C. MAX SPACING.
TO 2X PER
MANUFACTURE& DETAILS.
NOTE, SHIM AS NEEDED TO
PLUME JAMB (DO NOT EXCEED Yi )
DOOR JAMB TO BLOCK +3"
F
2X4m
SECURE TO BLOCK Wd'i
TAPCONB(MM. SHANK SIZE
J45
MIN. MEAD SIZE 300
MIN. EMBEDMENT I Y4')
NOTE. STRUCTURAL 2X
WITHIN D' OP EACH END 4
MUST BE ON OUTSIDE 4
I&' O.C. MAX SPACING.
SECURED TWR0U CvW
7X6'®
SECURE TO BLOCK W/1-1/4'
NON-STRUCTURAL
TAPCONS(MK SHANK SIZE
TAPCON MIN. 1-Yi
EMBEDMENT INTO BLOCIK
J45
MIN. HEAD SIZE 300
8' CI•,�
MIN. EMBEDMENT 1 Ya)
• DRYWALL
WITHIN 8' OF EACH END 4
18' Or- MAX SPACING.
PX4. OR I'X2' P.T. NAILER
2xbe
SECURE TO BLOCK IUA-114'
7(a' Obb X 4' MIN.
TAPO"
(MIN. SHANK SIZE J49
CAGING
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END 1
ATTACH TO 2X PER
18' O.C. MAX SPACING.
MANUFACTURER DETAILS.
Nqa. MM Y,®p M!{1N,Wf)!00 MT O,qm lY/
DOOR JAMB TO BLOCK +3-7/18"
1T TO LACK +3-7
G SCALE, NTb.
2X4=
SECURE TO BLOCK W/Y4'
TAPCONB
MIN. SHANK SIZE J48
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X
WITHIN 8' MAXEACH END 4 MUST BE ON OUTSIDE 4
2Xb,m
2O.C. X SPACING. SECURED THROUGH
NON-STRUCTURAL V(a'
SECURE TO BLOCK OYI-V4'
TAM" TAPCCN MR I-Yi
(MIN. SHANK 81ZE .H48 EMBEDMENT INTO BLOCK
MIN HEAD SIZE 300
MIN EMBEDMENT I Y4') 8' CM
WITHIN 8' OF EACH END 4 )S' DRYWALL
18' Or- MAX SPACING. 1'X4' OR I'X2' P.T. NAILER
2X842c
SECURE TO BLOCK W/1-114' ' P.T. X 4' MIN.
TAPCONS CASING
(MIN SWANK SIZE J45
MIN HEAD SIZE 300
MIN EMBEDMENT I49 DOOR JAMB OR WINDOW
WITHIN B' OP EACH END 4'—ATTACH TO 2X PER
18' O,C. MAX SPACING. MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCENCOV)
DOOR JAMB TO BLOCK +3 3/4"
H E TO BLOCK + 4"
1 N. RONALD REAGANBLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdosWngroup.com
AA M 0003325 ,
SILVERADO
LOT #7
BLK. # 12
PRO"=T#
412 2- 712
MODaL:
4EBB
"1828-CALI"
GAIRAOR UswLNO:
LEFT
PACM:
DETAILS
150 MPH EXP. B
'STAARCHnrsm
TE OF FLOi11DA
0 41-
ROLMMD A. ABOUCMCRA
AR NO W723 ,
DA.T 10/23/18
EICALZ: 1/4"=1'-O"
s]lmm"
D2
PRODUCT
APPROVAL
LISTING
-
-
-
-
EXPIRATION DATE
FL 17325.1.2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17232.6
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17234.2
FL 17232.4
FL 17232.3
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 17248.1
FL 6223.3
FL 17325.1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2017 FBCR
12/31/2020
FL 7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2017 FBCR
W31/2018
FL 12019.1
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2017 FBCR
3/2/2020
FL 14039.1
PLYGEM
SINGLE HUNG
-
2017 FBCR
7/31/2029
FL 146342
PLYGEM
SLIDING GLASS DOOR
-
2017 FBCR
7/31/2019
FL 15264.1
PLYGEM
WINDOWS
MULLIONS
2017 FBCR
7/31/2019
FL 14253.1
PLYGEM
FIXED GLASS
-
2017 FBCR
7/31/2019
FL 15217.14
MI WINDOWS & DOORS
SINGLE HUNG
-
2017 FBCR
6/16/2020
FL 182402
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2017 FBCR
6/16/2020
FL 15353.1
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2017 FBCR
6/16/2020
FL 15076.1
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2017 FBCR
12/31/2019
FL S678.14
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 5684.3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
12/31/2038
FL 152795
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2017 FBCR
W31/2038
FL 5891.1
THERMA-TRU
EXT. DOORS
SWINGING ENT. DOOR
2017 FBCR
12/31/2018
FL 1075B2
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2017 FBCR
10/13/2020
FL 10477.1
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
01/01/2018
FL 13192.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 13223.2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 13265.1
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2017 FBCR
12/31/2020
FL 4103.1
TAMKO
ROOFING
ROOFING ACCESSORIES
2017 FBCR
12/31/2018
FL 7006.4
IKO
SHINGLES
30 YEAR
2017 FBCR
9/6/2021
FL 158.1
CASTCRETE
STRUCTURAL
UNTELS
2017 FBCR
5/21/2022
THIS 5 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 FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM LID
W W W.FLORIDABUILDING.ORG
CONTROL DATE: 10/04/2018
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL32780
PH: 407-7748078
FAX: 407-774-4078
www.abdeslgngroup.com
L AA N: 0003325
N
tl
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a
0
4
mm
BunDIV. aLOT.
SILVERADO
LOT #7
BLK. #12
A 00 -07 2
1t0DZLe
4EBB
"1828- CAU"
OARAOL' 8WWGa
LEFT
PAOM:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
oaa
Dancr
.&10/23/18
'
8CALM 1/4"=1'—O-
9*mw
DES
APPROVED MULDN611i
SMALL RE LAPPED A MNMH Or
4k4' SELi-,IiD1EIWPIdA FEFEI{YE
6.
6' a VERTICAL LAPS (ROLL
FLASMN6 (C"ATOLE UV INCISE
NODS) a 6' a MOIU20NTAP. LAM.
WRAF MATERIAL) OVER q'
ALL 8111.4M MOD TO OE TAPED
LATH VERTICAL LAP 10 0E 1'
APPROVED MOIM!
WITH FCWMM "ATNNS TAPE
PLAAHM To
/ \
I' OR LEGS PP!
6k6' SELF-ADFlRNG F!T!!R)YIE
PR11010"D CONTROL JOIN i '—
J' TRICK 3 COAT CEMENT
Fl16TTRATIQI
lLArSMIIY. (CChS•ATld,B SV MOM
I MATERIAL) OVER
PLAWW CIP CQ TROL JONM T
\ PLASTER
;;.
..:
RE WINED TED TO LATH • S'
\ WM LAYER 9, I Owrom
/ \
....`ti:
FLYMN6 AVER APPROVED
O):. MAX (VERTd � DO
NOT FASTEN CONTROL JONT TO
EUILONG PAPER
r MN LAP . MTAL LAP+
/ `
' ' `:.:::::
IIOUOC WRAP
y PLbMNS W E TEM0 dwID PIPE
IIIN.L EVEN P 6TUD EXMTS
WY01D EXCEPT STAPLES UV
%% LEA3 MAY RE USED TO TETT.
APPROVED FETAL LATW
Fb70141D 41' (VERTJ 04. MAX
X X X
CONTROL 1
DIL"mITN�P
Al SIrP0tiM
ONE GIVE OF
FASTENERS TO RE ST
STUCCO ~
METAL LATM
PLASHINGOff
C
• 1. OrMAX VERTICALLY
I
Q*�� 61
STEP +"1-ADMERM SIBRANE
WOOD SMlaTMNb
UM LAYER S
�• THICK, 3 COAT CEMENT
aCLial_L
'
STUCCO YRAP I
PLASTER
SnICCO BRA'
�.
T
I
FETAL LA1FI
i
WRM LAYER h, PORTPIEER
I
Ulm LAYER O. PORTPDER
BUILDING PAPER
WILDING, PA4.EFRORTRIECR
FETAL LATH
MUILONG PARR
\
I
Wm LAYER N,
PLAY MM'lRANC
i
STUCCO WRAP
IRS OVER4w,
PLb-AD OVER 4LN'
INSTALL PAOMMR6 (CLIPS,
R
RA 4NM OVERERING APPROVE
LATH SMALL NOT
rlla
WOOD �'T�
STRAPS, STAPLES) Y
MOM S�IS�
PLYMNer M EYfE1JD dJtC PIPE
F:PLAGWINS
RE CONTIMWUS rtor
r•Tor
MIMI or TO SECINIIE
TNlOLIGII CQJTROL
PIPE/ WPM TO FRM1N6
4LA4' SELF -A ANTE
JOINTS MWALL
OVER
OVER APPROVED
APPROVED
OVER
RE STOPPED AND
—�
'7-
TED AT EACH 61DC.
iX4 WOQCa1G
PLASMN6 Tom EXTEND MW PIPE
FER bTM CI0S3
PLACED FLAT MAX. WTO V
\
PROM CONTROL JONT WEN
JOINT PALLS
%' CONT. MAD OP SEALANT
Nam
.#*Iww M P"mLATH TO m NAILS 1\I
CONTROL ON
i STF40n t& GTlb
2 SCALE. I I/7•.r-C
INSTALL APPROVED MOIMLYRAP AIR
_
TWIS
TION 6AJtll1lR OVER
7 no TO m NO. 16 Oa16' 818�3 /
;
"ATW
SNLhING
tIQP
10 WALL STUD• REQUIRED PER PLAN /
. •:
ELbrOMlRIC CoarNG OVER S1LIcco/
r7W
LN...A LItAiM 0 Wr. ® ® KICKOUT
® DETAIL
r�alyc
•
(qN LPLW4WIIC. ® IPLLD raM1O.P1.A
PTA
LGRAN .n.•
L aLEAr . PL S
x a�Aas • n. e
x cMASE . FT, c
A POLO r. NR GOIR.
11110116" "m
•
• ems, e
60"aM
O-J "' alaTalI TWPT
MAL P W. pQ
Ea Co.
t TNICX 3 COAT CM-00
PLASTER d%"A Le• T OaAT
Caww PLAI/SIL rout
WM LAYER a, FORTPSlER
NWLOM PAPERem"m a w
UM LAYER eL
STUCCO SRAPaw," OILY)
LAP LA" M OF SIILOHa ARM
orwNrTwR 1MEow
Y)
1 I «
Po" onc
Ioa.aoR i
• us auLL 1tAr.n
NICIL.OIa 1LAwaAa ras �L
OIT.L,
1ST UpB}A .•— WTR TWIN MIi rMW OR
/y' .oLnBR, m ua. ar,
NYLAIL IOOILOIII
aAEaxs 1xTO.l1» MALL N1ialEOTKW A ItlOF s
Dv ®Y, OVlLAP r
walliD la•11ELOIp
em"VEla, Mmc:::*cALLY PAICLA ASLrP
PraMa 4. OC. MAX
SIDE LAPS OP MLTAL
PLASTER 8"" SMALL
m SECURED r0
PRAMING Von-MML
11-EY SMALL DE TIED
EETUM SUPPORTS
WITH 014•M-N, (171-FM)
MARE AT INTERVALS NOT
MOPE THAN Y r77'D4FM).
AS PER ASTM CI063
1AL
POR REPAIR OP TEARS
N WIND, LAYERS, TEARS
MAY ME PATCHIM
1110140" WEAP TAPE
PER FWSP. SPED OR
FEEL a STICK
WOOD
6MEAn
61WLDI
PAPW
STUOOI
WOOD SHEATHING OR CMU
WRB LAYER al,
STUCCO WRAP (FRAME ONLY)
'J' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
-METAL LATH (FRAME ONLY)
LAP W 45 1 TAPE OVER
ROOF/WALL SCREED
Z 5'X5' 'L' TYPE CONTINUOUS
L z GALv. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
FIFE
N.T.S.
SECTION PER SECTION R708,7
CaEErk"Ma W allrMlm
Exterior use of ponland Gemara Phew
shall comply with ft eppkatlm
regWemarss of ASTM C Wr I2A
Installation of exterior kaaV and freming
shall comply with ASTM C 106317A
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER *2 (FORTIFI5ER—•----- — —
5UILDING PAPER)
METAL LATH x—x—x—x
STUCCO
SELF-ADHESIVE FLASHING — — — — — —
NOTE:
METAL LATH: LATH TO eE PER SECTION
R103.1.1 / ASTM C-841-0% MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX: 407.7744078
www.abdeslgngroup.com
AA 6: 0003325
V
8
e
O
sLTBDIV PAT•.
SILVERADO
LOT #7
BLK. #12
PROJECT
04128.001-07121
MODEIs
4EBB
"1828— CALL"
GARAGE s11TDiG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
1
PIPRDITDA 10/23/1e
8CALI L 1/4"=1'-0"
siEEST
WA1
INSTALL 6' SELF -ADHERING
1`1115MIDRANS K A&WING OVER FINISH STUCCO
TOP, 61DE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF TWE EXWAUST. 6' SELF ADHESIVE i
SEryawa FL.AeWar. to eE, OVER TOP 4 SIDES
L BOTTOM, 1 SIDES, 9. TOP
;X: vENt CAP 16 TO DE GET N BED SELF
OF SEALANT AT TOP AND FLASWING WOOD SEER dl, Cs
610E6 ONLY. SEALANT 16 TO 15E UNIT 6TUCC0 WRAP
TOOLED 60 AS TO DEFLECT
wAft
. WATER AWAY FROM JOINTS. LAYER -2, FORTIFIBER
PREMANUF. DRYER 144 LONGWOOD, FL32750
�w'
X.: E-1 DEAD ALL AROUND DUILDNG PAPER
VENT -APPLY SEALANT ALL VENT CAP (SET IN FETAL LATH PN:407-774,6078
JONTS AND NMRMCTION6 CONT. SEALANT) FAX:407.774-4079
1 APPLY SEALANT AT PERIMETER OF CONGTgUCTION �_PNIS14 0 UUXXV www.abdwWigmup.com
BACKER ROD NON -MOVABLE FRAME AND STUCCO FAATBJ TO WOOD 6TIMICT RAL AA 0- 0009925
ON ALL 8 DES, Yi CAULKNG a JOINT SEALANT 6 a• rll�eER O V OC- MAx
ALL SECTION
D TOP 4 SIDES
I I PER SECTION R703.7 N
Eldmbr I Mna and plaaWna
BACKER ROD I I Exterior use of Portland carnets plaster 6 B DRYER VENT (BLOCK) ` `
shall comply with the application
requirements of ASTM C 92612A. - h p
r �r •' HID! 2 K 14N y
EM
Installation of exterior lathing and framing ADblGWE PL,GaWN6, CLLYI `
shell comply with ASTM C 106312A. MAaONRY et_►o14! APPLYING �y
WRO LAYER •I, , . TEXTURI D
STUCCO WRAP FNISW • MASONRY
HOODED VENT BUILDING PAPER
OVER 'QUICK
i' ?WICK s COAT CEMENT FLASFI' HORIZONTAL WEEP SCREED
PLASTER (FRAME TO BLOCK)
METAL LATW —
WRB LAYER R, FORTIFIBER PIPE 7WROUCsH /
BUILDING PAPER WALL
WOOD SHEATHING I� C
DRYER VENT (FRAME)
b' SELF ADHESIVE
FLA6WING (INSTALL
PER MA NIF. SPEC6J
B'
BUILDING PAPER
UNDER 'QUICK FLASW'
CUT OPENING IN STUCCO WRAP Uj
APPROVED WOUSEWRAP
X INSTALLATION X FOR DO INS ALL ON
0
CUT •A' INTO } <:ii::::: i
UJRB LAYER M, SELF-ADI-ERNG
A VENT PENETRATION STUCCO WRAP MEMBRANE FLASWMG
SCALE, N.T.S.
APPLY BELP-ADWERRJG
UI00D E 8FI ATWING
MEMBRANE FLASHING
I
OVER BOX AND OVER
APPROVEDURB LAYER
h
STEP �1
STEP
#2
APPROVED
WOUSEWRAP
BELOW,
UIRB LAYER h
UAPPLY
sTucco WRAP
ELEC. MEER FI I
TER T EL
VERIFY LOCATION
ELEC. METER FIELD
VERIFY LOCATION
CUT SUC14 THAT
9
APPLY 60 MIN
SELF -ADHERING
NO MEMBRANE
GRADE •D' FELT
MEMBRANE FLASWING
ENTERS BOX
_
OVER
STUCCO SCRATCH COAT
APPLY To FACE
SELFI ADHERING
AND ONE (1) LAYER OF PAINT
EDGE
FLASHING OR
APROVED
PRIOR TO INSTALLING ELEC.
HOUSEWRAP
METER
WRB LAYER 62, FORTIFIBER
BUILDING PAPER
CAVITY TO BE FILLED
STEP *3
WITH RIGID POLYMERIC
STEP
#4
LEGEND
ISOCYANOTE-POLYBLEND FOAM
('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
ELASTOMERIC
DRAINAGE PLANE (WRB
BASE SEALANT AT POINT
COATING OVER
$TUCCOLAYER
01 STUCCO WRAP)ffc
TWAT ELEC WIRE PENETRATES
(SEES YP/ KCAL WALL
InLTmm a LOT.
SILVERADO
LOT #7
BLK. #12
PROJECT
04128.00 -07 21
MODELt
4EBB
"1828-CALI"
OARAOE BVnN —
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
APPLY E-Z O R 60 MINES°�°�°.. SECTION) AACKTISL4ARNO
WRB LAYER 02 (FORTIFIBER ...... - - GRADE 'D'
BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE " METAL LATH STUCCO SCRATCH COAT SEALANT AT ALL
METAL LATH x—x—x—x 4 1 COAT OF PAINT W/BACK- JOINTS AND
ROLL �Q$ TO INTERSECTIONS
STUCCO
ELEC. METER INSTALLATION
OVIDE STUCCO SCRATCWCOAT LARGER THAN THE ELEC.
WOOD SHEATHING ® METER CAN OR METER CANCOMBO OR METER CAN AND72111
SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP S STEP #(o
NOTE: ELECTRICAL RECEPTACLE DA 10/23/18
METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O SICALE:1/4"=1'-0"
R103.1.1 / ASTM C-841-0% MIN, 2B LBS. O PENETRATION °�
PER So. YARD (UTILITY OR NOMINAL WA2 LATH DOES NOT MEET SPECIFICATIONS)
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORT IFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
-ADHESIVE FLASHING - - - - -
k 22 Irk
CORNER BEAD
(FASTENER l SPACING e 'i' O.C.)
CMu
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
/1TL
� R�CORNER BEAD � BLOCK
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL 32780
PH: 407-7748078
FAX: 407-774d078
www.abdes4pi&oup.com
AA 8: 0003325
h
�i
V
p
4
sumwv. ae LOT:
SILVERADO
LOT #7
BLK. #12
PftoJwT#
04128.002-07121
moDria
4EBB
"1828-CALM"
GARAOZ 8W7NM
LEFT
PACE:
WALL
ASSEMBLY
DETAILS
Dw10/23/18
scALm 1/4"=1'-0"
srIM=
WA3
LEGEND
DRAINAGE PLANE (U)RB
LAYER 01, STUCCO WRAP)
U)RS LAYER 02 (FORTIFIBER — • — • — • —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD C."TRIICTOW
BEYOND
WOOD OaAndit—
UVATWR 0Mstnl WIATNIR RIMSTWE-
BARRIER ?
FLAMM
STARTCR STRIP
W SELF-ADWERMG
FLAMM
WEAR RIMSTIVE
1' SELF-ADWMM
ILAM I Ib
&X A
� OIaOD 1Rl7 ATED
i
AL GAP WAGAlILK LA
T
OR APPROVEDSIALAM
SIDING TO STUCCO
® BLOCK TO FRAME
9 TRANSITION
sVSDIN. 16 LOTC
SILVERADO
LOT #7
BLK. #12
PRojwTN
04128.002-07121
moDzu
4EBB
"1828—CALM"
OARAOR ONtNC k
LEFT
PACV.
WALL
ASSEMBLY
DETAILS
ARChKrEM.
MTE OF R-ORDA
ROl.nen A Aeouaacw►
AR NO 03723 ,
DAATib 10/23/16
OCALM 1/4"=1'-0"
SilMST
WA4
TM' TEXTURED
-
/
FINISH • WOOD,
L'2* TEXTURED
x
--------
- :
_
6 °S
2xUB-BANb
FNI6N • C 1U
x x x
W/I'x4' NOTCH ®
END, WRAPPED IN
METAL LATH
x x x x x
3:
PEEL ! STICK
METAL FASCIA WRAP
WOO6F D EATHMG
x x x x x x
1'
DRIP EDGE P\
UARB LAYER M,
STUCCO W1tAP(PRAFE ONLY)
x x
x x x x x x x x x x x x
\
=
WRB LAYER 67, FORTIFIBER
x x x x x x x x x x x x x
/S
l/S' TEXTURED I \
FINISH a WOOD I \\
2x6 eNe ea++D
"
(FRABUILDNG PAPER
I"E ONLY)
RooFrtrG cer�eNr
x x x x x x x x x x x x x
x x x x x x x x x x x
FRAME OR CMU
FELT PAPER
1 I/S
1/2' TEXTURED 1
FINISH ®CMU \\
DRIP EDGE
x x x x x x x x x x
x x x x x x x x x x
DRIP EDGE
i
\\
x x x x x x x x
METAL FASCIA
WRAP ib' FROM \
p
METAL aac our
x x x x x
(REFERENCE POINT
L�I.Y• FOR WALL OFF
O
x
STUCCO, I' FROM \
SET OF COMPONENTS)
\
WALL WOOD \
,
`\ EXTERIOR WALL
(FRAME OR CMU) \\
NOTE: NOTCH FOR 2X6 \\
�\ SUB BAND ONLY
®ELEVATION
®FLAN A
—ROOF KICK OUT REMOVED
\\ FOR CLARITY
\ ROOF DECK (BEYOND)
` DRIP EDGE, I' OFF WALL
NOT INTO STUCCO)
'I/S' TEXTURED FINISH O
I WOOD, 1/2' TEXTURED
/
FINISH s CMU
/ 2x6 SUB -BAND W/I'x4' NOTCH •
END, WRAPPED IN PEEL t STICK
METAL FASCIA WRAP i' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
SCABBED TO TRUSS
W/126 NAILS 6'-0'
O.C. MAX.
2x SUS -BAND W/%'x4'
NOTCH ® END
TAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
� x x x x x
0•L x x x/
SUB BAND DETAIL® WALL
SUB BAND DETAIL (& WALL
W/KICK—OUT
METAL FLASHING, WRAPPED
MIN. )14' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT •
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/1 ¢'x4' NOTCH m
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAOAN BLVD.
LONGWOOD, FL32750
PH: 407.774 6078
FAX: 407-774.4078
www.abdes*igroup.eom
AA 4: 0003825
emm
SILVERADO
LOT #7
BLK #12
Pnoj=Tp
04128.002-07121
MODZU
4EBB
"1828—CALM"
GARAGL OV nfrG:
LEFT
PAGW.
WALL
ASSEMBLY
DETAILS:
SUB —BAND
ARCh/TECT
STATE OF FLOFMA
2 ar;
A. ORA
AR NO 0070
DnmmT
A 10/23/18
scAm 1/4"=1'-0"
B*EMZT
WA6
281-W
— 1
— — — — FM-1—
— — — — — ^ FM-12X18
b 4" CONC.
a
LL I SLAB w
xi
O
F-24X24
1'-0"
*312
10
1.T
EXTEND FM-12XIS
1
SLAB 1 1/7'
1.1
1
I .
1.
I
I
Ir
T$�O�P OF
i
SLAB
I
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I.
I
I
4" PVC
CHASE
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2'-8"
I
I
130- 5
•I
I
I
�
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ILL
EXTEND
1
I
2
SLAB 11/2"%FM-12Xll8
_ _
4" CONC
SLAB
312 i4
7 1212X18
FM•12X18
4 4
2'-8"
18'4Y
2'-8"
4'-4"
3'-10"
10'-2"
2V-4"
14'-X
39'-8"
FOUNDATION PLAN
SCALE: 114" - 1'-0"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0".
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD.
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.
8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE:
PROVIDE IQ" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WV WINDODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
l l.MNDICATED #5 BAR, @IDICATES #8 BAR, WDICATES 97 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 =
3(", 08.361, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS
BEEN DELETED UNLESS NOTED OTHERWISE.
14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS
OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE:
A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION
C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS
15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13. USING: Pm=
1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT C3000 PSO, UNITS LAID IN
RUNNING BOND.
18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED
3'-0" OTC MAX. SEE PLAN FOR WIN SIZE,
INSPECTOR NOTE:
1, STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, Sth EDITION
SLAB SCHEDULE
SLAB
I THICKNESS
I REINF.
REMARKS
6x8 W1.4XWI.40VER
GENERAL
3 12'
B MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
LONG
TE-1
8"
SEE PLAN
1d'
-
s
FM-12K12
17,
CONTINUOUS
12'
2) #5's
+ 0"
FW1208
12'
CONTINUOUS
18'
2 *Vs
-
+ d-0'
FW18x1&
18"
CONTINUOUS
18"
(2)45's
FMC-12x18
17'
CONTINUOUS
1IF
(2)as
#51N CURB
VARIES
F-2424
24"
24"
1 '
s
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407.774-4078
wwwAbdosWWoup.com
L AA #: 0003325 -
anon;
ouleDiv. as LiOT:
SILVERADO
LOT #7
BLK. #12
PltOJWT
04 . -07 21
MODZU
4EBB
"1828-CALM'
GARAOR aMWO:
LEFT
PAGM
FOUNDATION
PLAN
%150 MPH EXP. B
Dw� 10/23/18
isCAlX: 1/4"=1'-0"
akin"
s1
30"
MIN. EACH WAY
MONOLITHIC FOOTING
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
•
rr•v�'
CELL SEE PLAN FOR SIZE AND
� n:
CELL SEE PLAN FOR SIZE AND
v '
0 a
SPACING REQUIREMENTS
O r
C
SPACING REQUIREMENTS
a—
'.�� • ' ,r._
GARAGE DOOR
W
u,
N
:—..'
�Q.
RECESS
�a
pip
Ixu,
a
P FM
I
W
J
o
Ir W
8" CMU WALL
O
8" CMU WALL
CORNER BARS, SAME SIZE AS BAR
uJ m
e'
O
o
l IN FOUNDATION WITH 30" LEG EACH
• I
I"
W =
O
TOP OF SLAB
i-
TOP OF BLAB
'4 ! WAY AT ALL CHANGES I DIRECTIONS
I ..s •1 SO THAT THE STEEL REINF. IS CONTINUOUS
N N
_
��
,)
MATCH AMOUNT OF CONTINUOUS BARS
•I "I
CURB FOR
EXT. PORCH SLAB
• 4
^
SEE SLAB SCHEDULE
BAR S2E 48 BAR DIA
-STORY)
4" CHAMFER(1STORV)
#3 18"
EXT. PORCH SLAB
- /ARI
lag SEE SLAB SCHEDULE TOP OF GARAGE
-
4" CHAMFER
7
,lu
'"a CONTINUOUS STEEL MONOLITHIC
• FOOTING REINFORCEMENT SEE SCHEDULE
�Lps
MASONRY
UNITS SET
AT ELEV:
W/ ,/2" ISOLATION
JOINT (WHERE
. '.•
i •
e" CHAMFER (2
#4
24"
W/ 117 ISOLATION
(1STORY)
CHAMFER (2-STORY)
p•_p•
APPLICABLE)
i
SEE SCHEDULE #5
30"
JOINT (WHERE,
APPLICABLE)
Z
• • EE SCHEDULE
4.
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
FOR WxD, BAR SIZE„
FOR WxD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AND BAR QUANTITY
N
AND BAR QUANTITY
NUMBER OF BARS (Le. 2 TO 3, PROVIDE 2 BARS), UNO
#7
42"
^
EXTERIOR MONO -FOOTING
EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
1
2
GARAGE SCALE:3/#'=1-0
CORNER BARS DETAIL
OPENING
3 - SCALE: 3/4°=1'-0"
0DQ0q0gR
SCALE: 3/4„=,'-0'
7W
I
NEW REINF, BAR
ON
a SECURED W/2-PART
2" CAPPED
0• g I EPDXY, M,N. EMBED
GALVANIZED PIPE
g 8", UNO
W/FLANGE 0 BASE
= O FOLLOW ALL MANF.
SPECIFICATIONS FOR
rn
USE AND
F=- m PREPARATION OF
W HOLE.
SECURE FLANGE TO
J
SLAB W/(4) 1/4" X 21/4"
M p
TAPCONS
Off'
QQ-
41' CHAMFER (1STORY)
8" CHAMFER (2-STORY)
ADDING BAR TO
BOLLARD
MONOLITHIC
FOUNDATION
5
6
SCALE: 3/4"=,'-0'
SCALE: 314"=i'-0"
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
SPACING REQUIREMENTS
Z
dL
o�
�U
o
8" CMU WALL
TOP OF SLAB
I•
SEE SLAB SCHEDULE
Z
Z
♦ �•
"ISOLATED" COLUMN PAD
CENTERED UNDER WALL AND
= •+--�� POURED MONOLITHICALLYWTH
FOUNDATION AND SLAB
SEE SCHEDULE
FOR WxD, BAR SIZE
AND BAR QUANTITY
COMBINED EXTERIOR MONO -
FOOTING AND COL. PAD
SCALE: 3/4"=1'-U'
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL32780
PH: 407-774.8078
FAX: 407-7744078
www.abdesigngroup.com
AA #; 0003325
ammo
SILVERADO
LOT #7
BLK. #12
PROJECT
4128.00- 712
moDplu
4EBB
"1828-CAL '
GARAOX SMKO:
LEFT
PADS:
DETAILS
150 MPH EXP. B
PDA : 10/231
OC,h=: 1/4"=f'-0"
onx=
S1.1A
DOWEL PLAN
SCALE: 114" - 1' 0"
-IN *
1N. RONALD REAGAN BLVD.
LONGWOOD, FL 32780
PH: 407-7744078
FAX: 407-774-4078
www.abdosigngmup.com
AA N: 0003325
ilk
summ as Lort
SILVERADO
LOT #7
BLK. #12
PAOJl7CT
4128.00 -07121
MOasu
4EBB
"1828-CALi"
GAMAGZ BWMG:
LEFT
PAOL':
DOWEL
PLAN
150 MPH EXP. B
P74M
DATM 10/23/i8
sCAts:1/4"=1'-0"
asp
s1.2
TIE VERTICAL REBAR
wwoqN
TO HORIZONTAL
REBAR W! 1lY' HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
2 °
° ..
N
• I •°
#5 BARS
a m1
8"
p CLEAN OUT REQUIRED
FOR INSPECTION
m
a ,
1 0
O
0'-0' FIN. FLR.
€7
�• : 'da TIE ERREBAR
!
AL.
e : TO HORIZONTAL
❑
REBAR W/10'HOOI(
BAR SIZE 48 BAR DIA
x----�7-
24
U
CMU UNIT DIMENSIONS
Q �' ARE NOMINAL SIZES
30
<r
HORIZONTAWERTICAL
O MASONRY SYMBOLS
3 SCALE: 31C'=1' 0' --
REINFORCING
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesWWoup.eom
L AA M: 0003325
a
0
O
BVaDIV. i6 LOT:
SILVERADO
LOT #7
BLK. # 12
P1tOJl�CT
4 .0 - 71 1
MOOR .:
4EBB
"1828—CALI"
GARAGs SIM".
LEFT
PAGE:
DETAILS
to.1.50 MPH EXP. B
OC O11
I
Rol Am"80U CM
DAB` 10/23/18
SCAM 1/4"=1'-0"
8*vcm
S1.2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP HTA18 VW(9)10d x 1 1W HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED WT (10)d x 1 12" HOG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT78A OR LUGT2 W/ 10d x 1 12" HOG NAILS, FILLALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VATH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
8. 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 ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 M38, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOVMN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM U-O', FINISH FLOOR. UNLESS
NOTED OTHERWISE.
BEAM SCHEDULE
MaNUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH /T.O.S =TOP OF SLAB
ABBREVIATIONS E.E. = EACH END, O/C = ON
CENTER, F.ES. = FROM EACH SUPPORT, T.O. = THROLC44OUT
MARK
DESCRIPTION
(psi)
M"
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
Bel
MASONRY
3000
8x8
1)05
N/A
GROUTED SOLID
"CAST-CRETE"
SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
S" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL LOADS
8" PRECAST & PRESTRESSED
FOR
U-LINTELS
SAFE UPLIFT LOADS FOR
8"
PRECAST
& PRESTRESSED
U-LINTELS
0-4-ON
SAFE
LOAD -
POUNDS
PER
LINEAR
FOOT
`IfB�eIH
SAPIF
AD
*_e„ ►�..
SAFE
LOAD -POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
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am
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32S
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230
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else
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214
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164
174' (136') PRECAST
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324
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106
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2
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410
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(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE PERCENT
ADDED
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN PARENTHESIS
FOR GRADE
40
ARE
FIELD ADDED
PERCENT
REBAR.
-ALLVAUMTM�N FROM SAFE ROAD TABLES' BY CASTORETE MAY MO ®RION • PREDUCTS CAST PROBY OTHERS TO MEET OR EXCEED VALUM STATEDABOVE
-ALL PRiOABTPRODUCTS ARE TO N INSTALLED PER MA4WAOTUSB SP£CIFICATpN6 • PROVIDE MINIMUM 4.OF BEAIWO PAST EACH BIDE OF I I CM 0MO S
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORA ItONCASTECRETE
DIVISION ACCEPTANCE #: 16-0126.03
�_______________%------------ ___j L______--_JL--------- i
LIFT BEAM PLAN
SCALE: 1/4" = V-0"
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744SO78
FAX: 407-774-4078
www.abde*Wooup.com
AA 5: 0003325
anon,
:waxy a L07i
SILVERADO
LOT #7
BLK #12
PROJMTM
4 8. —07 2
MOaaU
4EBB
"1828—CALM"
OAR-%*E sMIATO:
LEFT
PALM
LIFT BEAM
PLAN
AND NOTES
150 MPH EXP. B
ARCF'�fECT:
STATE OF ROAIDA
0 T
A A��M
M NO 0*7W
DATa'�". 10/23/18
RlcAlm: 1/4"=1'-0"
sliz=
s2
#5 CORNER BAR W/ 30"LAP FOR EACH
COURSE OF BOND BEAM — I f
VERTICAL REBAR VW ta' HOOK
s
30" TYPICAL
#5 BAR IN BOND BEAM
CORNER
REINFORCING OF BOND BEAM
SCALE: 3/4"=1'-a'
NOTES TO THE INSPECTOR/CONTRACTOR TYP 6k8
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#6
2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL.*
\. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
\ PLACE STEEL HEIGHT.
OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. e'k16' jp
Q,P / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE NTH 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 1
TOP OF THE LINTEL I'
/ 4\t�• O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.8
pvS� 8z16 DSL BOND P
BEAM W/(1)#68AR BOND SEAM
EACH COURSE
BzB BOND BEAMTOP OF
�Oe \ 1N/ W/(1)#6 BAR .y; BOND BEAM
F = FILLED GROUT
.�\\O U =UNFILLED GROUT SOLID FROM T P
NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM
BEAM COURSE
Q SEE NOTE 5
�16-1T/1 LJ LINTEL W()#5 BAR CONCRETE
p��(h NOMINAL LENGTH OF BAR=WIDTH OF MASONRY
�e HEICriT #OF#s5,TOP OPENING-z' BEAM DESIGNATION
BOND BEAM COURSE OR
IT IS THIS ENGINEER'S INTENT # OF k5-8, BOTTOM 8X6 PRE -CAST CONCRETE SCALE: 3l4'"=1'-a'
THAT XFXX - lTtI M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OSTEEL(L1)REFER
AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP Io
OF OPENING
PRECAST HEADER(MIN)
2z4 (MIN 2 X3)1-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW
SIZE .300 MIN EMBEDMENT 1
114") 8" FROM EACH END AND
18" O.C. MAX. MIN 1.114"
EMBEDMENT
24 (MIN 2 X 3) 2-3116 TAPCON
PRE -CAST 'a 1'
t2
OR DRIVE PIN (MIN SHA NK
WINDOW
SIZE.145 MIN HEAD SIZE.3)0
SILL
MIN EMBEDMENT 1 IW) 8"
SLOPE
FROM EACH END AND 16'
O.C. MAX. MIN 1-t/4"
M
EMBEDMENT
2z8 (MIN 2X3)2-3/16
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING
/-4
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
18" O.C. MAX. MIN 1-1W MIN. 2.126 PER BLK EA END
VCMUWOSB
EMBEDMENT
SHEATHING
TYPICAL MASONRY WINDOW
ALL
SILL CONSTRUCTION
4 scALE: 1 1rr=r-a'
ARCHWAY FRAMING DETAIL
S
SCALE: 3�4"=1'-0"
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdeelgngroup.com
L AA #: 0003325
h
e
0
C
e1MIDIV. & LOOT•.
SILVERADO
LOT #7
BLK. #12
PROJIDCT*
4 .0 — 712
MODULI!
4EBB
"1828—CALM"
GARAGN SMIIROs
LEFT
PALM
DETAILS
150 MPH EXP. B
Dnurr
AATM 10/23/18
scAum- 1/4"=1'-0"
8*mcm
S2.1A
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP HTA16 YW (9)10d x 1 1,7HDG NAILS,
SMALL JACKS < 9' MAYBE NAILED W7 (10)d x 1 1M" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 1 Od x 1 112" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ I 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
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4).
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER (M16" 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 O-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUW MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE
FABRICATED W/ A 2X6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TOASTEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
1-pIz
U:4003 LBS
0: 2284 LBS
2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE
NAILED TO ADJACENT TRUSSES W8 (2)16d COMMON
NAILS 8 SECURE TO BM. W/ USP HLPTA75 USED TO
FRAMING PLAN
SCALE: 1/4" = V-0"
I -PLY
G: 496 LBS
U:-145LBS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.8078
FAX: 407-774.4078
www.abdesWgroup.com
L AA M: 0003325 ,
amm
aUNDIV & LOT:
SILVERADO
LOT #7
BLK. #12
IPRDJMCT
04128.001-07121
MODZZI
4EBB
"1828- CALI"
GARAda svnwG:
LEFT
PACB:
FRAMING PLAN
150 MPH EXP. B
PLYWOOD SHEATHING SEE
# 1175 UPLIFT USP
"ROOF/WALL/FLOOR
HTWM20 W/1010d TO
SHEATHING
SHEATHING
TRUSS AND (4)1/4" x 2 1/4"
FASTENER SCHEDULE"
TAPCONS TO CONT
POURED LINTEL
A-(1)USP HTA16 TRUSS ANCHOR WITH (9)
10d x 1 i!S" TO TRUSS. FL#l—
# 1900 UPLIFT (2) USP
B-(2) USP HTA18 TRUSS ANCHOR WITH (9)
HTWM20 INSTALLED ON PRE-ENG TRUSS
10d x 1 1/2" TO TRUSS EA STRAP. FL#17SS0
OPPOSITE FACES OF
DBL STRAP, 1 EACH SIDE WRAPS UP AND
BLOCK WALL W/10100 TO
OVER TRUSS (NOT SHOWN)
TRUSS AND (4)1/4" x 2 1/4"
TAPCONS TO CONT CONTINUOUS BOND BEAM
1x2, 2x WOOD FASCIA
POURED LINTEL
SEE ARCHITECTURAL
2x SECURED W/(3)1&d
GALV. COMMON NAILS. ENGINEERED WOOD
IX2 SECURED WI 10d TRUSSES ® 24" OfC,
GALV. COMMON NAILS SUBMIT SHOP DRAWINGS
12, O/C FOR REVIEW
AND APPROVAL
MASONRY BOND BEAM
SEE SCHEDULE
A ALLOWABLE UPLIFT = U:1870 LEIS, L710LBS (1 STRAP)
TAP CONS MIN. T
B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS)
COVER 2" APART
REPAIR OF MULTIPLE
CAL TRUSS/
MISPLACED EMBEDDED TRUSS ANCHOR
SCALE 34""°
SS_GDlZD_ER
3
CONNECTOR(S)
(2) 2X4 11.2 SYP DIAG. 2x4 BLOCKING BETWEEN
BRACE W/ () 12d. EA TRUSSES WHERE
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING
0'-0" TO 30'-0" (1) "X" BRACE SEAMS)
30'-1" TO 60'-0 (3) "X" BRACE SECURE 2xB PT. PLATE
(1) "X" BRACE ® CENTER TO BLK W/ 1/2" DIA
(2) .X" BRACE DIVIDED EQUALLY ANCHOR BOLT WN 2'
FROM CENTER TO END. WASHER SET IN HIGH
2x WOOD FASCIA, STRENGTH EPDXY S'
21(2)
SEE ARCHITECTURAL MIN. EMBED. AT 32'OC
MAX
RE-ENG GABLE TRUSS SECURE GABLE TO 2x8
P.T. PLATE W912Bs W
STIFFBACK (AS PER O.C. MAX
TRUSS ENG) CONT. 2.4 SECURED W/
10d's Q EACH TRUSS
TO BE INSTALLED
10'-0" O.C. MAX
SEE SCHEDULE FOR
BOND BEAM REQ.
BLOCK WALL W/ GABLE END
PRE TRUSS SCALE:34"=1'-a'
O7CH DEPTH 1141
LEE ODIAMETER
LE DIAMETERTER
THE USE OF ALTERNATE MATERIALS MAY BE
<vsrosGL s7uD
USED SO LONG AS THEY CONFORM TO THE
OUTER 1/3
FOLLOWING
SPAN ONLYNLY
HOLE EDGE>56'
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
_
A) AN ALTERNATE STRAP MAY BE USED 80 LONGAS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1,
BTM. OLE DIAMETER
AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
PLATE < 3/5-D DBL. STUD
SUBJECT TO F1 AND F2 FORCES.
STUD NOTCHING
AND BORING LIMITS
ALTERNATE MATERIALS
a
SCALE: 3/4"=,'-0"
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-7744078
FAX: 407-774-4078
wwwAbde*Wigroup.com
L AA #: 0003325
ammo
aulwiv. I. LOT:
SILVERADO
LOT #7
BLK #12
PRO
4O2 OTa - 7 1
MODEL•
4EBB
"1828-CALL"
OARAOS SWDM:
LEFT
PADS:
DETAILS
150 MPH EXP. B
OCT/2
DA 10/23/18
11
acALS: 1/4"=1'-0"
8213m
S3.1A
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4Ar O.C. (AT
PRD
O E-EN WOO
SHEATHING SEAMS)(BLOCKING
TRUSS(TYP)G'D
O.C.
NOT SHOWN FOR CLARITY)
MAX
FOR STRAPPING
VERIFY
SECURE 2x8 PT. PLATE TO BILK
W/ TRUSS PLAN
W/ 1/7'DIA. ANCHOR BOLT W/2'
WASHER SET IN HIGH
STRENGTH EPDXY 8" MIN.
EMBED. AT 32" OC MAX
SECURE GABLE T02x8 P.T.
PLATE W/ 12d's S" O.C. MAX
CONC.POURED
LINTEL COURSE
CONT. 2x4 SECURED W/ (2)10d's Q EACH
TRUSS 70 BE INSTALLED @ 104Y' O.C. MAX
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
$
SCALE: 3/4"=1'-ff
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesWkgroup.com
AA A: 0003325
L4
Y
O
w
0
svaaiv ee IATs
SILVERADO
LOT #7
BLK. #12
PRO"=T#
04 8. -07121
MODFlu
4EBB
"1828-CALL"
OARAOS eIMM
LEFT
PADS
DETAILS
150 MPH EXP. B
L AR NO 92722 A
DA IL- 10/23/18
dCALM 1/4"=1'-0"
aNNW
s3.1B
VTT SPACING (1) AT EACH END
11
2x4 BLOCKING BETWEEN TRUSSES
V1T
AND S'-0" O.C. MAX.
(2) 2X4 No.2 SYP DIAL
WHERE X-BRACING IS PRESENT AT
BRACE W/ (3) 12d 02 EA
4'-W O.C. (AT SHEATHINGSEAMS)
TRUSS(DIAG. BRACE TO
COVER 5 TRUSSES)
0'-V TO 30'-0" (1) "X" BRACE
111111111
30'-l" TO 50'-0 (3)'r BRACE
(2) "X" BRACE DI CENTER
PRE-ENG GABLE TRUSS
5hl 1
BRACE DIVIDED EQUALLY
M
gTIFFBACKATALL 2x SUB -BAND
\
FROM CENTER TO END.
FROM
UPRIGHTS OVER N-1W HIGH
(AS PER TRUSS ENG)
I
\
I= I 0I
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR
-
SHEATHING
FASTENER SCHEDULE"
0
SEE TYP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
SIDE VIEW
lx2,2x WOOD FASCIA
CONNECTION PER
SEE ARCHITECTURAL
TRUSS MFG.
2x SECURED W/ (3)15d
ENGINEERED WOOD
GALV. COMMON NAILS.
TRUSSES 0 24" O/C,
lx2 SECURED W/ 10d
SUBMIT SHOP DRAWINGS
LOl COMMON NAILS
FORREVIEWCONT. 2x4
12
12" O/C
/(2)TAT
AND APPROVAL SECURED W/ (2)12d's
PRE-ENGINEERED
MASONRY BOND BEAM
EACH TRUSS
VALLEY TRUSS CONNECTION
SEE SCHEDULE
GABLE END PRE-ENG'D TRUSS
�
SCALE: N.T.S.
W/ HIP RETURN SCALE:34"=1'•0
.1 N. RONALD REAGAN BLVD,
LONGWOOD, FL32780
PH: 407-7744078
FAX: 407-774.4078
www.abdeaWWoup.com
AA N: 0003325
anm�
mm
aumly. AO Lo 4
SILVERADO
LOT #7
BLK. #12
P1tOJWT
4128
- 7121
moDZU
4EBB
"1828-CALI"
oARAGZ OWWO:
LEFT
PALM:
DETAILS
%150 MPH EXP. B
OPBLE - FAIL
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE -10
ZONE 1 • 8.97 PSF (19.97)
ZONE 2 • 17.96 PSF (27.98)
ZONE 3 -33.53 PSF (43.53)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 150 MPH
WIND EXPOSURE:7
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT +-0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 7/16'
O.S.8. OR 1/2" CDX EXT. PLYWOOD, FOR
CEMENTITIOUS TILE AND METAL ROOFING, USE
MIN. 5/8 COX EXT. PLYWOOD, WTH Sd RING
SHANK GUN NAILS AT 4" O.C. AT SUPPORTED
PANEL EDGES AND 8d RING SHANK GUN NABS
AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE
DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE
8d GUN NAILS® 4" O.C. EDGEWISE N4
BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE
END.
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
NAIL SCHEDULE
SIZE
TYPE
MIN. LENGTH
MIN. DIA
SHANK
TENSILE STR.
SHANK
8d
RING SHANK,
2 lrZ
0. 120'
170,000
RING
SCREW SHANK
(16-20 RINGS
PER INCH)
8d
SCREW SHANK
2 lrZ
0.120"
PNEUMATIC
SCREW -NAILS
1, NAIL SIZE PER ASTM F1664
2. INTERNATIONAL STAPE, NAIL & TOOL
ASSOCIATION (ISANTA) ESR-1539
E CrMO R SHEATHING
USE 1/2" COX OR 7/18" O.S.B. PLY WITH 8d RING
SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES
AND 8d RING SHANK GUN NAILS 4" O.C. TOP&
BOTTOM PANEL AND 8d RING SANK GUN
NAILS AT B. O.C. AT INTERMEDIATE SUPPORTS
OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED
PER MANUF. SPECS.) SEE DETAIL
Ed RING SHANK GUN NAILS 0 4" O.C.
TOP & BOTTOM EDGES
7 W .
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TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS
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ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
POR GABLE END PRAMEN G
Bd RING SHANK GUN NAILS
6" O.C. IN FIELD,
8d RING SHANK GUN NAILS O ITO.C. IN
FIELD or 8d x 2 1/2' SCREW SHANK
PNEUMATIC SCREW -NAILS @ 12' O.(.?ILJ
FIELD J\
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE 94ALL BE 314'.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPEC FICATIONS AND
PROVIDE 6%AIR ENTRAINED CONCRETE 6609®TO EARTH OR WEATHER
WOOD:
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING ARID SITE DRAWINGS. CONSULT
NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF.
ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ALL EXPOSED EDGES OF CONCRETE APETO�CFWMFER®314'.
ON STRUCTURAL DRAW NGS. APPUCABLE BUILDING CODE STANDARDS: FBC4R 2017, 81h EDITION
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
AG 316-14, BUILDING CODE REQUIREMENTS
T
PROVIDE 84RL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER 9ABSONGRpl4DWFEf¢IPDICAT®ON
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb -1100 PSI ANDA MODULUS OF
FOR STRUCTURAL CONCRETE, ACI 530.131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF
COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS
DRAWINGSSEAMS LAPPED 81NCHEAND SEALEDVAPORNTHADHE9VE TAPE
.
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 NONSTRUCTURAL USES
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND
FORMWORK:
SHALL BE RATEDTO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL 113E THAT SHALL BE TREATED FORANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITHAL 347,
N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN W OF HEARTWOOD.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAW NOS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2017, 6Ih EDITION. SEE NAILING SCHEDULE ON PLANS,
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH 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 70 BE STRICTURAL.DEPENDING
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON 714E TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS,
SYP 02,
THE STRUCTURE I3 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING
IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
WELDED WIRE MESH'
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS,
WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE AG
WELDED
WOOD TRUSSES"
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE
SUPPORTED WITH 2" CHAIRS SPACED 3'-0. OC, EACH WAY.
TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESINALGNS BE SI NEDA FOR
DESIGN SHALL SIGNED AND
LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL
SEALED
REQUIREMENTS AND SLABCN.GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
BY O
SEALED SY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS,
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR
REINFORCING STEEL:
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL
TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN
ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND
MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOTCIPPED GALVANIZED.
DEMON LOADS:
SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE
STANDARDS FOR METALfLATECONNECTEDAVOOD TRUSS CONSTRUCTION:, AND "TPIAVTCA BCSI 1"
ROOF: LIVE LOAD FLOOR: LIVE LOAD 40
SUBJECT TO ENGINEER'S REVIEW
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
psf
20 psf TOP CHORD non-con..rt
TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #8 BAR - 3T
#5 BAR - 301 #7 BAR - 42"
WOOD TRUSSES.
10 psf BTM CHORD +lonc4narr9rd
PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIED TO EACH BEAM REBAR, SEE DETAILS
TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
FOR ADDITIONAL INFORMATION.
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD DEAD LOAD
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982.
15 psf TOP CHORD 20 psf TOP CHORD
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
(7 psf W/ ASPHALT SHINGLES) (10 psf vd No GYPCRETE)
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 psf BTM CHORD 5 pW BTM CHORD
MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
DEAD LOAD TO RESIST WHO UPLIFT: 1 Opsf
WALL.
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 psf
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
WIND' DEAD LOAD SPEED-W MPH 3-SECOND GUST
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCESWHEREVER POSSIBLE.
ROOFS FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING
(ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II)
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO
THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL 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
CHECKEO, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT.
FOUNDATiM SITE PREPARATION:
FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf,
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY
OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN
ACCORDANCE WITH ASTM DA 557. TREAT ALL SOIL FOR TERMITE PROTECTION.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHMCAL ENGINEER
TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS
FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND
RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN
CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION
REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABOr+GFADE
3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB,
CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA
FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL
NOT EXCEED S H- PRIOR TO THE ADDITION OF PL/STICIZBR
CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC44 OR
MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKErS SHALL BE TIME -STAMPED
WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED
TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT Sam 90 MINUTES.
IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR L04M THAN
90 MMJTES TFE CONCRETE 94ALL NOT 8E PUCE0. 1T SWILL BE THE RESPONSISIUTYOF
THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESBITATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE
ABOVE
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS
A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DEOSED TO EARTH IFOIADATIONSk
a FOR CONCRETE EXPOSED TO EARTH MIDNORWEATIER
1-1/2' FOR 05 AND SMALLER
2' FOR 0
6 AND LARGER
C. FOR CONCRETE NOT EXPOSE) TO WEATHER
39- FOR SLABS WALLS AND JOISTS
IAA FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR Fl
DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
WITHOUT THE APPROVAL OF THE ENGINEER.
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
n �
MAMR II:
PROVIDE ENGINEERED SHOP DRAW TUGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE
RUIN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
"SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 5TrMS 402, BUILDING CODE REQUIREMENTS FOR
LICENSED PROFESSIONAL ENGINEER.
MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE.
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
PROVIDED BY THE TRUSS ENGINEER.
MANUFACTURED IN CONFORMANCE WITH ASTM CIO, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN aASEDGNASCE 7-10 COMPONENT
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SWILL BE RESPONSIBLE FOR
ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS
ALL TRUSS TO TRUSS CONNECTIONS.
SPECI FlCALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL
COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 1T. USE ONLY MECHANICAL VIBRATION
CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERNSE ON PLANS, INSTALL CONNECTIONS
TO CONSOLIDATE GROUT.
WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE
TYPE'M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
LATEST CATALOG.
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
SHALL BE 3/9' THICK UNLESS OTHERNSE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
CELLS TO BE FILLED.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERSI., UAO
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTIOR STRUCTURAL STEEL SHALL BE ASTM
A36, Fy = 36 kei FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM Ab00, GRADE B,
Fy c 46 ksi. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E ORS, Py - 35 low. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL
OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SWILL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL.
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
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REQUIREMENTS
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PT TO STEEL LOL..6Ef W/WA94ER 9TAGGEAEo EDGE DIET
NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA
3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILEDABOVE
8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR NTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND
2z MEMBERS ARE SECURED N TAPCONS OR PAF TO THE SUBSTRATE.
1441 N. RONALD REAGAN BLVD.
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FAX: 407-774.4078
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