HomeMy WebLinkAbout7596 Sail Clover Ln1828-4EBB-CAL199
H O M E S
12602 TELECOM MRIVE, TAMPA, FL 33637
7e1= (813) 740-9720 Pax- (813) 740-9715
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
REVIEW ®ATE EP p �022
CITY OF ZEPHYR"---
PLAN EXAMINER
- STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
•� BAG � ,
7L )
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'OCCUPANCY - RESIDENTIAL, GROUP RS
'CONSTRUCIION TYPE — VB
'YIN. Ili1'ERIOR MUSH - CLASS B
'BASIC WBiD SPEED - Vult=180 MPH
Vaad=124 MPH
:EXPOSURE�RY �� _ C
_2_S'ORY RMENCE _ JUL EEGM AS PER RAJ,
AND SPATE CODES
ABV. ABOVE
AG AIRCONDITIONINGM.C.MEDICINE
AJC ADJUSTABLE
ALT. ALTERNATE
AMP. AMPERAGE
BD BOARD
CL CENTERLINE
CAB CABINET
CLG CEILING
cLR. CLEAR
CONC. CONCRETE
CPT. CARPET
C. CERAMIC
ERA CULF
OHL DOUBLE
D.G. DUAL GLAZED
DIAL DIAMETER
DIM. DIMENSION
DISP. DISPOSAL
DP. DEEP
DR DOOR
D.S. DOWNSPOUT
DDM DETAIL
.w. DISHWASHER
EA. EACH
EQ ELEVATION ox
EQ. EQUAL,
EXH EXHAUST
ExI F-ITRIOR
FG.'EX. FXEDGLASS
F.G. FUEL GAS
FIN. FINISH
FLR. FLOOR
FLUOR. FLUORESCENT
FT DR, FOOOTIN DOOR
GA. GAWE
GAR DISP. GARBAGE DISPOSAL
G 1. GROUND -FAULT CIRCUIT
INTERRUPTER
GL. GLASS
GYP. BD, GYPSUM BOARD
HB. HOSE BB
HDR_ HHEADEER CORE
HGT.ORFIT HEIGHT
rNSUL. INSUTAHON
TNT INTERIOR
LAV.
M.C.
MFR
MIN.
M.T.
MID.
MIL.
NT.S.
oc.
PL
P.B.
Pir
PLYWD.
PR.
P.T.
EL
RAI.
RA.G.
REF.
RM.
RO.
s S.D.
D
SE
srrr.
SHURL
SHWR
sLM.
SL.
SL. GL.
STD.
SwS
TEMP
IHK
T.O.C.
TO
TYR
IMP.
U.N.O.
W.
Wi
WD.
WDw.
w L
LAVATORY
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL.
SCALE
oxcFSIIER
ON CENTER
PROPERTYLINE�
PUSH BUT ION
PHONE
PLYWOOD
PAR
ESSURETREAT[D
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SMOKE DE E DETECTOR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEAHENG
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARDOMWM
SHEAR WALL
SECTION
TEEMP REDGLASS
THICK
TOP OF CURB
TOP OF PLATE
TYPICAL TOPOFSLAB
UNLESS NOTED
OTHERWISE
PROOF
WAS HER
WITH
WOOD
WINDOW
WATER
Ro GHHEATER
DATE
DE9cTaPTION
ovj"
CD'sIn
ARCHITECTURAL SHEET DESCRIPTION
ev"
IOII Fac WDATE
PG Cl—COVER SHEET
PG GN— GENERAL NOTES
PG Al —FLOOR PLAN
PG A2C—ELEVATION "C"
PG El —ELECTRICAL PLAN
PG PI —PLUMBING PLAN
PG Ml—MECHANICAL PLAN
PG DI—DETAILS
PG D2—DETAILS
PG D3—PRODUCT APPROVAL
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 WA8—WALL ASSEMBLY DETAILS
~f
CD'SI�.roSIIED
OMM
SIDN6 ELEVATia6 ADDED
wasro
COS RE-ISSIED
FOOTREVISIONPERM BQIFS
ur/tbB
COSRE-1861kD
02f&9
ADDED GWftMFOOiMATCvWrjEDETAIL MWMYERB)
OM/11M
PLAuaFFANLeFAwcE
031MA
REVISED LNTE. 5OE AT FROM ENTRY DOOR
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR No. 93723
T
TWall A.B. DESIGN GROUP, .
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
.7�1
s 1'la CALCa'S
Q. a �/e:{wI S
04mm
ADDED ADOMCNAL RECEPTACLE N GARAGE PER W L BATSON ('ELLS)
M4A
PWOM NVAC VaAM as SGFT CALL SC44M E (MELB)
LIVNCs 1828 SQ PT.
GARAGE 430�
ENTRY I6 SG! FR.
L°N°) PT
TOTAL 2362 EQ T T.
E6/Q/9
ADDED fXIBtIOR MOW DEEP F001E'R' DETAIL QA3t1A, (ORL)
E�YlIn9
ADDED LED LK4Fi8 • ICITCFPi I BATH PER MIMBG eouEfi
vvma
ADDED STONE OPTION ELEVATION C t 0 (TAMPA)
VyM
ELEVATIQ7Yi SIDNGADDEDLaMmaC.619E OM
��M
ADDED OPT. B'-0' CEIL1Ys FE1GF11'8
REPLACE USP OOMECTORS UM 81'PSON COMECTORB
°M°�O
� RADON MAvOff F�.4N DrENWO
04/OWV
OPT.8'-0' CL& HCsT: ADDED LED LIC44T N FOYER
OPT S'-0• CLG. {iGT. ELEVATION 'O'- REVISED FEIGIIT ARwAT
05,��
ADDED ELEvarIONs�'4„'(oa.)
STRUCTURAL SHEET # DESCRIPTION
OT)8R0
ADDED ELEVATIONS IW-TBT-TT3' (ORL)
PG Sl—FOUNDATION PLAN
PG SIJA—DETAILS
PG S1.2—DOWEL PLAN
PG S1.2A—DETAILS
PG S2-1IFT BEAM PLAN AND NOTES
PG S2.lA—DETAIL9
PG S2.2A—SAFE LOAD TABLES
PG S3—FRAMING PLAN
PG S3.lA—DETAILS
PG S3.113—DETAILS
PG SNl—DETAILS
PG SDI —SOFFIT DETAILS
PG SD2—SOFFIT DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABIIITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT of THE cox97RUCTIox (e9
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT HAS= ON THIS
DRAWING SET. THE CORRECT PROCEDURE IS FOR THE
BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CIARQ•ICATION.
AS DESIGN GROUP WILL RESPOND TO Au WRITTEN
RFYa IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AS DESIGN GROUP TAKES NO
RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO M's HAVE
BEEN GENERATED FOR UNCLEAR ASPECTS OF THE
ONSTRUCTION BASED ON THE DRAWING SET.
oliolm
? F UPDATE
OWMI
ADDED GMIT DETAU
04l16/!I
ADDED ELEVATIONS N' l 'O' (ORU
04(71RI
ADDED STOW OPTION ELEVATION Ys' aSLOO RFE)
01MI
ADDED ELEVATI" 1w 4 %r (ORL)
asnWl
ADDED DEN OPT (TanPA FT FTYERs)
m6( 41
ADDED 70' FOOTER °Peal (TAMP')
MroIrz1
ADD FRBCH DOOR OPTION
I N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abdesigngroup.com
AA #: 0003325
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ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
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04181.04C-03142
MODIDU
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"1828-CALL"
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GENERALNOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR)
7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER
FBCR 7TH EDITION (2020) UNO.
2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE
DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
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
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS
THE CONTRACTOR WILL 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 D1557-2012 El. THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-318INCHES 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN 1/2 -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 V INCH GYPSUM BOARD OR EQUIVALENT.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
It SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWING.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION
LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.'
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH
THE FBCR TABLES 2903.1 & 2903.2.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2.
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR
THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR
TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS
APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS
THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH
ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787.
3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-CIO63 -19a AND R703.7.
FIRE RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i
1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS).
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL
BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND
FOR CONSTRUCTION OBSERVATION.
EXTERIOR SOFFITS
1. 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) 7th EDITION, (2020) R704.2
SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
CONTROL DATE: 09/08/21 (CM)
1. N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774.4078
www.abdesigngroup.com
AA M: 0003325
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BAR DETAIL
,'-ABAR
V2'.I'
Itttttttttttl
SQ.FT. CALC. S
LIVONG 1828 SO- FT.
GARAGE 430 Sa FT.
ENTRY 16 SW. FT.
LANAI 8B Sa FT.
TOTAL 2362 Sa FT-
EMC��
01�IBI!
m
FOIE
11OtINEOQAO
R9WD
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
18
5
33/-43
DR MON. CRITERIA
SJ3D. / FRDR
43
5
303/-38.4
MIN. CRITERIA
16" 014D.
112
5
282/-31B
12'x12' SOFFIT
I
1 5
313/-49.9
BASIC WIND SPEED MPH - 160 (Volt)
RITERNAL PRESSURE COEFFICENT = f 0.18 BLDG.
CAR.=D, EXP.=C, MEAN ROOF HT. = 13'-10'
PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO IMET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. OOIttXIIII9B0"m
DIM. VARIES
HDR. DTL.
B sCALE= 1/2 - I'-0'
NOTE: HEADER FINISH TO 5E PER
C0MMNNITY STANDARDS
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERPY CONDENSER PAD LOCATION UATH SITE PLAN.
-OTHER OPENONG5 BETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIIF'PED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICIQNESS, SOLID ORHONETCOMB-CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
W W W.abdmigngroup.com
L AA #: 0003325
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1441 N. RONALD REAGAN BLVD.
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PH: 407-774-6078
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AA #: 0003328
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdeslgngroup.com
AA #: 0003325
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GA1iAIGE OWDUl:
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HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS,
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND
INSTALLED AS PER F19C TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603-
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS F'ER NFPA WA 2-3.1
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OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION
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T. BATHROOMS CONTAINING BATWTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED N ACCORDANCE WITH FBC IT14 EDITION (2020) MECHANICAL CODE SECTION
403.
8. ALL EXHAUSTED BATH ROCMIS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
DIED, TO EQUAL AIR EXHAUSTED.
8 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE 8LEEVED WITH ACCE86 DOORS TO
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EDITION (2020) MECHANICAL CODE SECTION 601.
10. GRILLES AND DINERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
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MECHANICAL PLAN
SCALE: 1/4 • 1'-0'
NOlt-
ALL MECHANICAL EQUIPMENT
SHALL BE INSTALLED AT OR
ABOVE F.P.E. ELEVATION.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abde igngroup.com
AA k: 0003325
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ABBOTT PARK
LOT 3 BLK 14
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PARTITIONS SUPPORTING
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PER STRUCTURAL DETAILS
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2020 1TH EDITION 15 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES
(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226
TYPE II OR ASTM 0486S TYPE III TYPE II OR ASTM 04865 TYPE III
OR TYPE IV UNDERLAYMENT_ OR TYPE IV UNDERLAYMENT.
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•
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA S: 0003325
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ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
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04181.04C-03142
2i[ODSis
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16 H EXP. C
2X6 P.T. • ON3NTBR OF DOOR LEADER SECURED
WV (1) V!' X ►' J-DOLT
W/ W MN SMERIP'7ENT
WV r X 2' X VV WAGMIR 4 NUT
OR
W/ (2) Vr X V ANCHOR DOLTS
W/ 4' MIN. EMDEDtim
W/ r x r x V6' WAGMIR 4 MIT-,
®I TO BLK UV
V4'TAPCONB
4• END DIRT.
I V2' EDGE DbT.
X 2' X Is, WIASFER 4 NUT. (V W
V OF TO' (I) WITHIN V or T4E
® (3) EVENLY SPACED.
®� i®r
NOTES.
ALL ANC40RS 814ALL DE N ACCORDANCE TO
MAIVAOTURERMb INSTALLATION INSTRUCTIONS W MIRE
6UC14 NSrRI1LTIOND ARE MOM 611RINGENT
GARAGE DOOR
ti1BUCK ATTACHMENT
4XJWi vr...r
D' CHU
V2' DRYUTALL
1'X4'
P.T. NA
DOOR
DOOR
k4 F.T. OR 6/47X4' MIN.
SECURE T14RU PIRAME 4
EXTEND I -VW NTO
ILER
BLOM W/ 3AW
TAPCONIB
CASING
MN 6WANC DRE J4D
MN HEAD 812E 300
MN EMBEDMENT IAW
WTHN 6' OF EACH END
JAMB OR WNDOV
4 b' O.C. MAX SPAO:NG
ATTACH TO 2X PER
MANFACIIWoE6 DETAILS.
NOTE: SHAM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED VW)
DOOR JAMB TO BLOCK +3/4" OR +5/4'
e AH�DOA TO BLOCK +3/4" OR +5/4"
2X4.
SECURE TO BLOCK WV
3AV TAPOON6 MN
6HLANK SIZE J48 MN
MEAD 812E 300
MN EMBEDMENT 11149
WTWN V OP EACH
END 4 W OC. MAX
SPACNCL
7X6, cm
SECURE TO BLOCK
WV(2) 3AV TAPCONS
MN SHANK 612E J48
MN MAD SLIM 300
MN EMBEDMENT 1 1/4')
V C'Il
WTI N V OF EACH END
4 W =MAX SPAC &
V2• ORTUALL
2X& ®
❑
1'X4'
SECURE TO BLOCK
Pt. NAILER
WK2) 3/16' TAPOOM
MN SWANK 812E J46
DOOR CASING
MN HEAD SIZE 300
MN BM WVMENT 1 114')
WITHIN 8' OF EACH HD
4 W OC. MAX
DOOR JAMB OR WINDOW
�'�
ATTACH TO 2X PER
TIAIJFACTJFES DETAIL&
NOTE, 814M A8 NEEDED TO PLUMB
JAMS (170 NOT EXCEED V4')
DOOR JAMB TO BLACK +1 1/2"
rIAHYDO TO HLOCH + 1/2"
D
3 4" BUCK CONNECTION
2TO BLK DETAIL
2X4.
SECARB TO BLOCK ILV
3/16' TAPCCNS (MN
SWANK SNIT J46 MN
MEAD SIZE J' 00
MN ISHMEDFENT 1 V41)
UMM ►' OF EAC4
END 4 W O.C. MAX
SPACNG.
2X6z
SECURE TO CLOCK
UVl2) 3/16' TAPCONS
MN SNAIL &ZE JO
MN HEAD SIZE 300
MN EMBEDMENT I Iw)
WIT141N V OF EACH END
V CMY
• W OC, MAX SPACINGa
V2' DRYWALL
❑
SECUREE i0 BLOCK
P
WK2) 3/6' TAPCONB
P.T. HALER
MN SHMK SM J48
1A6• CAD. X 4' MN
MN HEAD SIZE JI00
MN EMBEDMENT I IAV)
DOOR CASING
WITHIN W OP EACH END
4 b' OL MAX
SPACING.
DOOR JAMB OR IIINDOU
ATTACH TO 2X PER
MANUFACTURED DETAILS.
NOTE: 814PI AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/49
DOOR JAMB TO BLOCK +1 15/16"
�1AINDOA TO +1 15118"
2X4.
SECURE TO BLOCK UV
3AW TAPCOND MN
614N4K SIZE J45 MN
LEAD Sig 300
MN 9'BEDME4T 1 IW)
WITHIN V OF EACH
END 4 W QC: MAX
SPACING..
NOTE, OTF UCIIRAL 2X MUST BE
2xs. ®
ON OUTSIDE 4 SECURED
GISCUIRE TO BLOCK
THROUGH NON-STRUCTURAL
UW2) Sft, TAPO"
3/IV TAFY)ON MN 1-1/4'
MN 6H41K SUN J40
e'A�1T NiO BLOCK
MN LEAD SIZE 300
MN EMBEDMENT 1 IfW)
W T14N W OF BAC44 END
V CMU
4 b' OC. MAX SPACING.
W' DRYWALL
2X& ®
❑
SECURE TO BLOCK
WTZ) SAW TAPCONB
P.T. NAILER
MN 8144NG 81ZE J46
DOOR ANC
MN HEAD SIZE 300
MN B'BEDMENT 1 V4')
WITHIN ►' OF EACH END
4 10 OC. IVAX
6PACNNs.
DOOR JAB OR WINDOW
ATTACI4 TO 2X PER
MA14RAC.'SRE6 DETAILS.
NOTE. 814 MT A$ NEEDED TO PL.UIMB
JAMB (DO NOT EXCEIV IAH')
DOOR JAMB TO BLOCK +2 1/4"
(:,IALNDOA TO BLOCK +2 1/4"
L
2YAMM
SECURE TO BLOCK W/ 3116'
TAF40ONS (MN. OWNIC SITE
J48 MIN. HEAD BLZE 300
MN. G"bEPPIENT 1 1141)
WRNN V OF EACH END
4 W OG MAX SPAGN&
2)06:®
SECURE TO BLOCK W/(2) 3/16'
TAPC'bN8 MN SHANK SI?E
J45 MN HEAD SM 300 MN
EMBEDMENT I V49 WRNN D'
OF EACH END 4 IS' OG MAX
SPAONG.
2X&
Tom
MN SHANK am J48
Ul-
CMW
❑ TO BE POURED
SOLID W/ 20M PM
LONG 5 VERTICALLY
RFS
UV fU'
P.T. NAILER
OAS. X W MN
4 10'Or- MAX SPACING. '—oom CASING
NOTE: 814M AS MOVED TO PLUMS JAMS OR wmxw
JAMB (DO NOT EXCEED 1049 ATTAC34 TO 2X PER
MANFACTUREB DETAILS.
DOOR JAMB
PTO BLK DETAIL
2X4
MIKAI RE TO BLOCK
W/3A6' TAPCMOVS MN
614AK SIZE J45 MN
HEAD am 3"
MN NPIDEDI'ENT I V4')
WITHN V OP EACH
END 4 b' OC. MAX
SPACNG.
2xS.
SECURE TO BLOCK
Wl2) 3/16' TAPCONS
MN BHVUK SIZE J4D
MN 44EAD SIZE 'JOB
MN WIDEDPENr 1 1/4')
WITHIN V OF EACH END
w CMU
4 b' OC. MAX SPACING.
V2' DRTYYILL
2X& CEM
❑
SECURE TO BLOCK
1'X4'
UV(2) 3/W' TAPCONS
P.T. NAILER
MN SHANK SIZE AS
DOOR CASING
MN HEAD 812E 300
MN EMBEDMENT I I)4')
WTHN ►' OF EAC4 END
4 b' O.G MAX
SPACING.
DOOR JAMB OR WIDOW
ATTACH TO 2X PER
MAKFACI RE6 PETAJL&
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1149
DOOR JAMB TO BLOCK +3"
�s It 7Y1 ATM:IC +S'
2X4 Sll
SECURE TO BLOCK UV
3/16' TAPCONS MN
SWAM, 812E J46 MN
HEAD SIZE 300
MN B"BEC'Mi Nr I Lw)
WT14N V OF EACH
END 4 b' OC. MAX
SPACING.
NOTE. STRUCTURAL 2X MAST BE
2X6, CM
ON OUTSIDE 4 SECURED
SECURE TO CLOCK
THROUGH NON-STIBJCTRN-
W /O) 3AV TAPCONS
3 W'' TAPCON MN 1-1/4'
MN 614ANIC OUR J46
o'� MO BLOCK
MN HEAD SIZE 300
MIN. B'BIDMBNT I V49
WITHIN V OF EACH END
6. cm
4 W OL MAX SPACING.
IA' DRYWALL
2X& ®
SECURE TO MOM
i
r r
P.T. NAILER
0192) 3/16' TAPCONS
C.4ARNG
MN BHANC SIZE J46
DOOR
MIN. NERD 612E 31001
MN VVEDHBNf 1 V4')
2ND 2X SECURE TO STRUCTURAL
WITHN D' OF EACH END
ME'bER UW2Z2d UUTNN V
4 W OiC, MAX
OF EACH @D 4 V TO ►' OG MAX
SPACIXa
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
NOTE, S 4M AS NEEDED TO PLUMB
MANWFAGTUIVS DETAILS.
JAB (DO NOT EXCEED V4')
DOOR JAMB TO BLACK +3'
F
2X4:
SECURE TO BLOCK WV
V4' TAPCONS (MN
BHNK 811E J46 MN
LEAD SIZE 300
MN EMERIP ENT I V4')
WITHIN V OF EACH
END 4 b' OC. MAX
SPACING.
2X6: =
SECURE TO BLOCK
UV/2) VV TAPCONS MN
SHANK SIR J46 MN
HEAD 81ZE 300 MN
EMBEDMENT 1 V4')
WITHN V OF EACH END
4 10' OC. MAX BPAC A&
2X& cim
SECURE TO BLOCK
WK21 IW TAPCONS
MN SNANG SUE J48
MN HEAD SIZE 30V
MN EMBEDMENT 1 1/49
WITHIN ►' OF EAC44 ETD
4 W O.C. MAX
BPAGING
w CMU
V2' DRYWALL
MCA'
P.T. NAILER
1A6' OAS. X 4' MN
DOOR CAGING
DOOR JAMB OR U1INDOD
ATTACH TO 2X PER
M DETAILS.
NOM SHIM AS NEEDED TO PLUMB
JAB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3 7/15"
A1NDOw TO BLOCK +3 7/16"
2XM
SECURE TO BLOCK UV
1/4' TAPCONS MN
6NANf SIZE 346 MN
HEAD SIRE 3"
MN EMBEDMENT I l/W)
WITHIN V OF EACH
END 4 b' O.C. MAX
SPACING.
2x6: =
SECURE TO BLOCK
UW2)1/4' TAPCON6 MN
8HWK SIR J4D MN
HEAD am 3" MN
EMBEDMENT 1 1/4')
UTHIN V OF EACH END
4 W OC. MAX 6PAGING.
2X&
SECURE TO BLACK
UK2) 1/4' TAPCONS
MN SNANK SUE AD
MN HEAD SIZE 300
MN EMBEDMENT I V4')
WITHIN V OF EACH END
4 W OC. MMVAX
SPACINs
NOTE, STRUCTURAL 2X MUST EE
ON OUTSIDE 4 SECURED
TW ROUGI4 NON-STRUCTURAL
3K6' TAPCON MN 1-114'
'B OEDMENT INTO BLOCK
D' C'U
Vr DRYWALL
I,XA,
PT. NAILER
1' Pt X 4• MN
DOOR CASING
DOOR JAM15 OR WINDOW
ATTACH TO 2X PER
TIANFAGTUREB DETAILS.
NOTE, SHM AD NEEDED TO PLUMB
JAB (DO NOT EXCEED V4')
DOOR JAMB TO BLOCK +3 3/4'
r1AI W TO BLOCK +9 314E
II
1441 N. RONALD RFAGAN BLVD,
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
M R: 0003325
aVHDIV. Ac LET:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
Pnon=T/I
04181.04C-03142
1[ODEL:
4EBB
EE1828-CAU"
0-APLAZZ 9Tp110t
LEFT
PAO=
DETAILS
160 MPH EA
• K
D� 08/22/22
SCALE 1/4"=1'-O"
slimm
D2
PRODUCT APPROVAL LISTING
SHINGLE (STANDARD)
FL#
MANUFACTURER
CATEGORY
DESCRIPTION
CODE
VERSION
EXPIRATION DATE
11473.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
M20 FBCR
12/31/2023
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
11473.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2D20 FBCR
12/8/2023
23872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
ZD20 FBCR
12/31/2023
13872.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
Z020 FBCR
12/31/2023
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
ZD20 FBCR
12/31/2023
13872.7
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
13872.12
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10456.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 F8CR
12/8/2023
10456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10447.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10441.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
10/22/2023
11496.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10860.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
11496.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
11495.4
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
10/22/2023
13904.6
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2023
10S31.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
10S31.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
10531.9
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
7473.1
EAGLE PRODUCTS
ROOFING
ROOF TILES
2020 FBCR
12/31/2023
16503.1
KAYCAN LTD.
PANEL WALLS
EXT. SOFFITS
2020 FBCR
12/31/2023
12019.1
AMERICAN CONSTRUCTION METALS
WALL PANELS
EXT. SOFFITS
2020 FBCR
3/2/2030
17676.26
MI WINDOWS & DOORS
TWIN WINDOWS
3540 TWIN SINGLE HUNG
2020 FBCR
11/3/2025
18644.2
MI WINDOWS & DOORS
FIXED GLASS
-
2020 FBCR
11/18/2022
17676.10
MI WINDOWS & DOORS
SINGLE HUNG
-
2020 FBCR
8/27/2027
15332.9
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2020 FBCR
12/31/2024
15353.3
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2020 FBCR
12/31/2024
15353.4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2020 FBCR
12/31/2024
17869.1
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
ZD20 FBCR
12/31/2023
5678-RS
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
12/31/2038
15279.2
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2029
15279.2
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
S/21/2028
23955.1
THERMA-TRU
EXT. DOORS
V-8" EXTERIOR DOOR
2020 FBCR
12/31/2023
23955.4
THERMA-TRU
EXT. DOORS
8'-0" EXTERIOR DOOR
2020 FBCR
12/31/2023
23956.2
THERMA-TRU
EXT. DOORS
6'-8" SWINGING EXT. DOOR w/SIDEUTE
2020 FBCR
12/31/2023
23956.5
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR w/SIDEUTE
2020 f8CR
17/31/2023
23956.4
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR
2020 FBCR
12/31/2023
20461.9
THERMA-TRU
EXT. DOORS
SWINGING single IRe EXT. DOOR
2020 FBCR
12/31/2023
10758.2
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2020 FBCR
12/31/2024
15216.1
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2020 FBCR
IV31/2023
3792.2
LOMANCO, INC.
ROOFING
ROOF VENTS
2020 FBCR
10/4/2025
10477.1
JAMES HARDIE BOARD
ARTISAN
2020 FBCR
12/31/2023
13192.2
JAMES HARDIE BOARD
PLANK
2020 FBCR
12/31/2023
13223.2
JAMES HARDIE BOARD
PANEL
2020 FBCR
22/31/2023
19901.1
JAMES HARDIE BOARD
REVEAL
2020 FBCR
12/31/2023
13265.1
JAMES HARDIE BOARD
SOFFIT
2020 FBCR
12/31/2023
30330-112
IKO
SHINGLES
30 YEAR
2020 FBCR
12/31/2024
258.2
CASTCRETE
STRUCTURAL
UNTELS
2020 FBCR
9/11/2023
FL 15272.1
ALSIDE'2T' VINYL SOFFIT
SOFFIT
2020 FBCR
12/31/2023
FL 15272.2 R5
ALSIDE ALLIANCE 74' VINYL SOFFIT
SOFFIT
M20 FBCR
12/31/2023
THIS IS A COMPILATION OF PRODUCT APPROVAL US71NG IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2020 (7th EDITION( BUILDING CODE INFORMATION SYSTEM
WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/01/2022
•
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774 4078
www.abdesigngroup.com
AA #: 00033,25
I'o
HxTiMm. at RIOT:
ABBOTT PARK
LOT3BLK14
PHASE 4C
PlDJUiU7OT#
04181.04C-03142
mopl t
4EBB
"1828-CAU"
GAV-%GZ 81WIN s:
LEFT
PAGE -
PRODUCT
APPROVAL
LISTIN
16 H E .
HxTiMm. at RIOT:
ABBOTT PARK
LOT3BLK14
PHASE 4C
PlDJUiU7OT#
04181.04C-03142
mopl t
4EBB
"1828-CAU"
GAV-%GZ 81WIN s:
LEFT
PAGE -
PRODUCT
APPROVAL
LISTIN
16 H E .
PICFOR'm tOONIROL JOINT
RANG OF CON11o71. JOINTS
Be WIND 11M TO LATH a S'
OL. MAX (vMWr! NOM 00
NOT FASTEN CONTROL JOINT To
WALL BVB1 F 811D EXISTS
WYCND EXC81aT STAPLES 1W
eEalRlMAC40NT oL J�OINTO
DICING INSTALLATION
PA6T@7E11ffi TO ME SPACED--(
• �' OG. MAX VflF71CALLY /
? Twcr,¢ COAT cm-wa
SM LAYER 4, PORTiIBE!
/ M LDh1G F'APBi
APPROVED FETAL LATH
FASTENED n' (VORTJ OG. MAX
AT SUPPORTS
gfm LAYM al,
6Tl000 SRAP
WOOD SMEATMNG
ii
����1�
LATM ewV..L
THIROUGi
JOINTS aw 11114
2E STOPPED Imm-wi -d
TED AT EACH eDE
PER A6TM c1066 PROVIDE 2X4 DLOdONG
PLAC D FLAT MAX W TO Y
'
PROM CONTIROL JOINT IINsi
CONTW=L JOINT FALLS ON
PMTE/LR6 FOR LATM TO BE NAU.S OR —
STAPLES N COMMIANM W(A61M CW63
2. WIC T" TO BE Mm w 004E' WIC
/
8. BLOLKNG SHOW MAY BE N ADDITION
TO WALL STUDS IRY.WIIED PER PLAN
\
. - 0 ZvvZ1-sj-w=-
OLPCLD MMO.PT.A O LPOLD NIa1rO. R.A
TOW
.w
OFr. A N6NO • O L ItlID Le1MD . R 4
Pt. A
!• CAMS . R- e
1 gBA9 . R. S
1 gW-Aie . Fr. C ? t�Aee . R. c
lPOW Pr. c OVER PT.
eTLLrt. cT UM*
® 00"w" PLAN"
R.Awma
"'""e W71s1 TIOMT
Beal F.". 02
Uncur.
ANAL
i�''6i u sortaN cr ftoo a
NT.T.�T,gw
b'TZ .
API'RdV® MIDNG11A7AP
SMALL M LAMM A Mt~ OP
6' • VERTICAL LAPS (IROLL
EDO) 4 We NOIl1LONTAL LAPS
ALL SEUII"! N® TO 7AWED
WTI PORTIBER 8ilATMNG TAPE
// 1'FML LAP.FlTal Laic \\
LATH VERTICAL LAP TO BE V
�r
IT METAL LATH
I
RM LAYER aL I
61UccO uLQAP
i• NN PAFVR l.aP Y /
tl11D LAYER 4, IGRTFICEi
�e\wLDING PAPd! / � I
JI
R LAP
2 SCALE.tI vro-t6'
SDE� LAPS OF FETAL
PLASTER OA C SHALL
BE SECIJCD TO
PRAMNG IN
THEAL Y SMALL BE TWO
UTH 004E-N. (I21-FM)
WRE AT INTERVALS NOT
MORE THAN V (22S41I'I2
AS PER M1M C1069.
® KICKOUT
"Ira-A,IROFTE,,,m
DETAIL
IN
M47 BE PATCFED
MAY R'TCMIP
RW40M IIRAP TAPE
PER MAN~. SPEC. OR
PER.. 6TOc
m
s
emu7w. G
STUCCO
i' Th icr, 3 COAT cuio T
PLASTER
FETAL LATH
9M LAYER 4 PORMI SM
BUILDING PAPER
046 LAYS! at
STUCCO WRAP
' .LAIN
• ppplR
WOOD SHEATHING
OR OMU
U1745 LAYER 01,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 GOAT CEMENT
PLASTER (FRAME), 1/2' 2 GOAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB 4 TAPE OVER
ROOF/WALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
GAP SHINGLE - NOT NAIL,
INSTALL WITH ROOF
CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
APPROVED MOUSE UAMW'.
FLASHING M !1(TSID OMO PeaE
1,
OR LESS P1PE
CUT
4•
k��
6'.6' GELP-ADiIAEN6 M01MAM
FLASHING XCI-PATWLE eV WCUSE
WEAP MATERIAL) OVER 4'P4'
ONJF ADMIWNG 1-@1BRA)E
PLADMNG OVER APPROVED
MORE YIe4r
FLA64RdG TO o(Tv'D ONTO Palm
SIDE OF
STEP M
STEP 02 FLA6NNG �a
UM IS LAYER M
6T0000 ~
rRe LATER V, PORTFIBER
BIN.DN& PAI"9t
FETAL LAW
6'.6' SELP-ADFERNG M 8110t PE
PL.ASMNG OVER 4'.4'
AGWNGDlLP-A O�
INSTALL PABTvNm (CLIPS,
NO" SANM?
STRAP0. STAiM M) AS
PLASNetl To OCTSIO ONTO Palm
PECiUIRHL> TO SISCUMptAI1m4
PIPE/ URINE TO PISAF'111G
4W SELF-ADHERING?1010RAM
RAswm OVER APPROVED
NO" YSPAP.
PLABLIN6 to �(TIINID ONTO ■IPL
N.T.S.
W Conk BEAD OF SEALANT
INSTALL APPROVED MOUSBIRAP AIR
MILTRATICN EAIO!®[ OYM
ELASMOMRIC 00ATN3 OVER STUCCO)
GV. FTNISM (SW TTP "'ALL SECTION)
SECTION R 5ECTION
EAarior lathing end plasbring
Edenor use of poNane cement plasbr
ahaH mmWY of
fhe apdicalon
requirements of ASTM C 92618b.
Installation of ex nor lathing and }raring
0mil comply vMh ASTM C 1063-19a,
or ASTM 1787.
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIRBER ......
BUILDING PAPER)
METAL LATH x—x—xx
STUCCO
WOOD OR 111611 ZIP WALL FZ���
SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
Www.abdesigngmupxom
L AA #: 0003325 A
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Mill
Buim Ae I/O1�
ABBOTT PARK
LOT 3 BILK 14
PHASE 4C
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04181.04C-03142
MODEM,
4EBB
"1828—CALI"
GARAGZ I rWIN0.
LEFT
PAGM:
WALL
ASSEMBLY
DETAILS
160 MPH E C
D � 08/22/22
8CAL111h 1/4'=1'-0"
s E=
WA1
INSTALL 6' SELF-AD1 EIRINCs
T Ehb4RANE PLASHMG OVER
TOP, SIDE(S) AND BOTTOM
FLAWS" OF NON -MOVABLE
PRAM OF: THE EXNAL18T.
SEA OF FLASHING TO BE,
-X
L BOTTOM, 2. SIDES, 3. TOP
VENT CAP 18 TO BE SET IN BED
OF SEALANT AT TOP AND
611DES ONLY. SEALANT 16 TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
X -
E-Z BEAD ALL AROUND
2C
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
r
APPLY SEALANT AT PERIMETER OF
BACKER ROD
1
NON -MOVABLE FRAME AND STUCCO
AL-L Al GA711.I P4C- • JOINT
I
I
AON
LL AROUND
I I
PER SECTION R703.7
I I
Exterior lathing and plastering
I I
Exterior use of portland cement plaster
BACKER ROD
shall comply with the application
requirements of ASTM C 926-18b.
r
'
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
�.�X.
or ASTM 1787.
WRB LAYER 01,
STUCCO WRAP
I.
HOODED VENT
}' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER. 4, FORTFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT
( FRAME)
EGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIRBER ......
— -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR 1/16' ZIP WALL
SHE
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER SECTION
R103.1.1 / ASTM C-847-14a, MIN. 2B LBS.
PER SO- YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
FINISH
-6' SELF ADHESIVE
OVER TOP 4 SIDES
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT •
TOP E SIDES
(�o DRYER VENT (BLOCK)
BUIL.DNG PAPER—
OVER 'cWlac
FLASNI'
PIPE TFRaO"—\
WALL
1
6' SELF AD4ESIVE
FLASHING (INSTALL
PER MANRF. SPECS0
BUILDING PAPER -
UNDER 'QUICK FLASH'
VENT PENETRATION
SCALE: N.T.S.
El
W
ELEC. METER FIELDS /-OI
VERIFY LOCATION I / ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLENDFOAM
-0GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
AREA TO RECEIVE —
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HO11161SWIR P
FOR BOX INSTALLATION
WM LAYER 01,
STUCCO WRAP
WOOD SHEATHING
HOUSEWRAP
BELOW
CUT SUCH THAT
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAD
OVER 60 MN
GRADE '0'
FELT -PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
WOOD SHEATHING
WIC LAYER N,
STUCCO WRAP
WRB LAYER 4, FORTFIBER
BUILDING PAPER
METAL LATH
FINISH •IOOD
-FASTEN TO WOW STRICTURAL
f'®"EER • T O.C. MAX
-x�TOjv
6• WIDE STRIP SELP
AO4MIVE PLASHING, CLEAN
MASONRY BBRORE APPLYING
I/ FINISH • MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
8'
00 LAYER 01,
STUCCO WRAP
ELASTOMERIC
COATIWx OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEP 116
(q)
ELECTRICAL RECEPTACLE
IN
MlIrIA
at
[1441 N. RONALD RFAGAN BLVD
LONGWOOD, FL 32750
PH; 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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ASSEMB
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Dw� 08/22/22
sCAUM 1/4'=>_'-0"
Bill=
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LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LATER 02 (FORTIRBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD OR 1II6' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING - -
k 2 1/2' 11
CORNER BEAD
(FASTENER 4 SPAGIW;s ® 1' O.G.)
CMU
1/2' TWICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C BLOCK
'.1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774.6078
FAX- 407-774-407S
www.abdesigngroup.com
AA 8: 0003325
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ABBOTT PARK
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PHASE 4C
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04181.04C-03142
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LEGEND
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750
DRAINAGE PLANE (WRB LONG407-77 L328
PH: 407-7746078
LAYER ry, STUCCO WRAP) FAX, 407-7744078
w .abdesigngroup.wm
WRB LAYER n (FORTIF15ER — — — — AA#:0003325
BUILDING PAPER)
ic
METAL LATH x—x—x—x
STUCCO
WOOD OR 1/I6' ZIP WALL
SHEATWIWG
SELF-ADHESIVE FLASHING —
IuooD coNe,wucrloN
�roro
Uv= SFEAT"m
u6An4m RE"TVE
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UFATNER RESISTIVE
E+AIiNm-2 /-/' \\
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uw Rvex FLIANNG
A
elJ.F-AGaCR11Ys \ 1 IFIEWTIVE
WARIER B / `� \\ RESISTIVE
� � � \ r � ADNERNGADFERNG
\ — � maLw rEru.
�iTAL � � 2' IiA81NNa
K,604M met,
UIOODSTR�'1
J CAGM
k:71
X f• SMLLATED
Twi'EI°Bm
dopaVCAUUQNQ
SEALANT
CAGM
SIDING TO STUCCO
Ce? BLOCK TO FRAME
�� TRANSITION
a
YJDOD CONSTRUCTION
uaoD 61EATNM's
�°'°T"e \
Iw®elenvE
X , lfi• LAr ewaa / / &FLA8NM6LF-ADFERM'a
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L-V--'
ADFfRNOADIERN6_raT 3
Iml
ELEYLAOMM an
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ELEVATION
UACAUUCM
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04181.04C-03142
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4EBB
"1828—CALI"
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LEFT
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WALL
ASSEMBLY
DETAILS
160 MPH EXP.
PRII1T 08/22/22
away
ax�aT
�A4-
AV-13LE=5
—
1. 6' MIO IV
DI-- SHOULD SE TAKEN IN IIEEPING THE VENT PROPERLY
ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN %ACE
SHONN IN I' OALVANIZEO
USING I-111—AT EACH CORNER. ROOFING CEMENT
Pfl
SHOLEO BE APPLED M ALL SHINGLE EDGES NEAR THE
OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS
CU OUTTHE GOOSENECK VENT OPENING IN THE ROOF
RECOMNENDEO IN SEVERE V—A R COASTAL
SHEATHING.SIZETHEOPENNGINACCORDANCEWITH THE
cm.TRUCTION ZONES.
CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS
USED, SIZE THE VENT OPENING IN ACCOROWCE'MTH
VENT FAN MMNFACTURES PIPING CONNECTION
INSTRUCTIONS.
DO NOT CUT INTOTRUSSES OR RAFTERS WHEN CUTTING THE
ROPEMNG
N VE INTERFERING SHINGLE NAILS AROUND THE
PERIMETER OF THE OPENNG SO THAT THE NAILING FLANf#
OF TE VENT LAYS FUT m THE ROOF SIEATWNG. SLIDE
THE
TOP pND SIDE FLANGE60F THE VENT UP AND UNDER
SHINGLES.ALLOW THE BOTTOM VENT FLANGES TO LAY ON
I
TIE NPOF THE SHINGLES.
Ih ti —^—^II
•
ROOF HOOD
VENT DETAIL
SCALE. NM
MODFm -P OR
N NOLNNYEAP
LFE CF SSCOO-
OF "
AFTNDN!D MOUSO1LEAF
OVm SIEATNM9 CYST(
WD STUD YL4LL
STEP 1
WALL O
IELF•ADIEIN(S
FLA&M CVM
NAILNS R.WA AT
dAHM
ExIED FL
r EEAW HI
RO.E FLLL
dEIAfiw Tt•!
ABNBIO
DO KIM SEAL I'MCN
FN
STEP 6
TE'PCIW 4 Sw
IICLD-It t 1(On
11g1elM.Ap toOR
tU H ILAP UClR)
K MEAD
SLOPE W.L. RO. TO
NOTµ" 4'—
GE F-AD18EiCi
R..4S11F19 OYER
VNTL WRAP
KAMM am I
PAMe)?"U.M
RAtlE
ExRTD _
NSTALL VN1'L
CAY
MOLDED AROUND BASE CF
PE AND OVER FLANGE
STEP 2
ALM FLAIRM
EY W. EDW ar
94.L Im
T
FA&M FNSED
seam (C.W
NAILS. STAftU)
MULL P PaR
R.E)4IETI4P AS TI
FLAN00 AT TN
DaW t TAPE
DlA00N4
L QR t
ACROSS MAD OF
WODOw
PLUMBING VENT DETAILS
SCA
MULL •' W= AC*MVE -
MGM= M-NdOLE PLAeNFn
MATERIAL OVER DRIP CO.
AONT /FRon=o-WRw
of -lux. a EO1AV)
STEP 7 STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
SCALE: MTS
TRA FASTNERS IN
UNDERLAYMENT
II
END OF SHINGLE
ND EIDSHINGLE
ASPHALT
ATLEAST tY BEYOND
VALLEY CENTERLINE
ROOFING
CEMENT
I'LLPPED OFF
CORNER AT I DEGREE
�PKINI V S TRIMMED RUNE
FROM VAIlEY CENTERLINE
ROOF VALLEY DETAIL
9CALE Nm
AFFLY co mu (O
SMAL) 9EALAW .
MIX, AFFLEp
PLAN" (LANCO
WNTIE-SEAL RC -SO
OR VI ALJ.
Nam
L IT 16 TIE CLNTACTORS INIMP04811ULTY TO VE6Y
TIE CG PAIINLLRY CF ALL PFt7DW.96 NClAIPM
NOUSeusa . G ALANTS A GRP-AAIERM
R.AOMM MATEQIN.A INED IMRM COIN„WCTIMI.
Nst'ALL ALL MAIM" FM M44FK:1NIEtl
URITTE4 OMSCFICATRM
WANUNk BEALAHM MAY REACT ADVEPLCLY F NOT
ATN4.t
AN AND SEAL JAMS TO SILL JONTS UAT14
W IMB FOLLOWNCs C0MIPLETICN OF
Ole ReTROFR WORK
Nam;
REPAIR SCNEhM SHOLLN BHHALL DE
"-LEMENTED AT ALL WMOWS WITH
EVIDENCE OF WATER INTRIMCN OELOW TF!
WPDOW OPENN4
SEAL MTEIlIOR PER ETER of WNDOW UATH
tym
L R N T/E CONTACTORS RIMP"M LTY TO VERFY
TNT: =HPAM LllY OF ALL FN==M NCLWM6
SEAL.AMM 4 ONUTADWMU42 FLASNI1t(A MA72RI A
LOW CUOIG CONSTRICTION
A FL46NK3 AT EXTERIM WW4DM MID DOOR
OPMMID SHALL 0E SDTALLED N ACCM92,0 E
WNH FINNFAC71IIISM NSTALLATION NSIRICTICNS
AND APFRT.ED METHOD U OF MC RTOIA
U N AOCOImANIM LIM R9l.DTRATION
HM PACTLPERS NRALLATION AND FLASHM
NSTRICTICIM
'.WhftiWa SEALANTS MAY W-4OT ADVEIMMY F NOT
caMFATOLE.
WALL FLASHING INSTALLATION
DETAIL (MASONRY)
SCALE: NTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
wwwabdesigngroup.com
AA #: 0003325
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PHASE 4C
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04181.04C-03142
MODICI.
4EBB
"1828-CAU"
GARAOX flrWXNGk
LEFT
PACE:
WALL
ASSEMBLY
DETAILS
160 MPH E
9CAUM 1/4•=1•—ON
T
WA5
—2x6 SUB-BANb
W/1'x4' NOTCH
END, WRAPPED IN
PEEL 4 STICK
—DRIP EDGE �\
1/8' TEXTURED
FINISH s WOOD
1/2' TEXTURED
FINISH o CMU
METAL FASCIA
WRAP Y8' FROM
STUCCO, I' FR
WOOD WALL
OM
I\
I\
I\
I \
1 \
1 \
I \
\
\
\
\
\
EXTERIOR WALL \
(FRAME OR CMU) \\
\\ NOTE: NOTCH FOR 2X6
�\ SUB BAND ONLY
®ELEVATION
®i=LAN A
FETAL FASCIA MUP
2x6 810 BANC>J t
m
ROOF KICK OUT REMOVED
\\ FOR CLARITY
_ \ ROOF DECK (BEYOND)
DRIP EDGE, 1' OFF WALL
NOT INTO STUCCO)
j'1/8' TEXTURED FINISH r
/ WOOD, 1/2' TEXTURED
FINISH a CMU
/ 2x6 SUB -BAND WA'x4' NOTCH •
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
T/i3' TEXTURED
FUJISH - uxxm,
V2' TEXTURED
FINISH • CMU
METAL LATH
wOM SHEATHING
OR CM)
UIRS LAYER 11,
STUCCO URAP(PmAME ONLY)
UM5 LAYER 4, FORTIPMER
CUILPING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP EDGE
tEtAL KICK out
PRE-ENG'D TRUSS TO BE CUT a
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/12d NAILS 6'-8'
O.G. MAX.
2x SUB -BAND W %'x4'
NOTCH ® END
AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL 0 WALL
3•
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
.
fxx
x
x
`�Z1.tc x
SUB BAND DETAIL @) WALL
W/KICK-OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
#ROOF CEMENT e
ROOF EDGE
OMITTED FOR
CLARITY
�ME OR CMU
.L KICK -OUT FLASHING
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY. FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
WA'x4' NOTCH ID
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT e
ROOF EDGE
OMITTED FOR
CLARITY
i N. RONALD REAGAN 8L
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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OT 3 BLK14
PHASE 4C
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04181.04C-03142
MoDzu
4EBB
"1828-CALL'
GAMAGIC OrMUC ?t
LEFT
PAGM
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH E C
y
RFIEAI
28'-&'
1 •_4"
3'-6"
36,_2"
_
0'-0"
TOP O
SLAB
— 1
— — — — FM-12X12
\;— — — — — — FM-12X18 —
m
`x''I 4"GONG.
w�
SLAB
I \\
a
NI
�\
31/2"
�I
\
1.1
EXTEND FM-12X18
PVC
SLAB 1 1/2"
CHASE
i to
\�
\
I
\\
I
I% \
\ \\
• I
\ �\
�
TOP OF
SLAB
Ix
1\;
\
%
I
`\
\
15'-8"
5' 0"
L----
TE1m-m —
_
I
1.1
1.1
I.
I �
• 4-5 1/2"
4"
1T-8"
z'-s' I
I
• 3'-0" 5
I
e
Iw
I.
I
ILL
o
I
N
EXTEN2
1A
SLAB 1 1/2"
4"CONC.NW
e2
4FM!-12X18
SLAB51a31/2"1A
A 71/2"Yio
1t.i
to
t
FMC-12X18
FM-12XIB
FMC-12X18
—
F 1.1 I FM-12X18
o
1.1 J
4
.2'-8"
gjrT-W
16'-0"
X-10" 10'-2"
4'-4" 14'-0"
21'-4"
39'-8"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD.
S. 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 112" FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VATH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAVNNGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.0INDICATES #5 BAR, GINDICATES 06 BAR,■NDICATES #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 TMS 402/602-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S"
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED
3'-0" O/C MAX. SEE PLAN FOR WWM SIZE.
INSPECTOR NOTE:
1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING
CODE, RESIDENTIAL, 7th EDITION
SLAB SCHEDULE
SLAB
THICKNESS
REINF.
REMARKS
6x6 WI AIWIA OVER
GENERAL
31/2"
6 MIL VAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3a" LEG EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T.O.F.
SHORT
LONG
TE-1
8"
SEE PLAN
1a'
-
( s
-
(+)a" -a'
FM-12X12
12"
CONTINUOUS
12'
-
(2)#5's
FM-12118
12'
CONTINUOUS
18"
-
(2)#5's
FMC-12x18
12"
CONTINUOUS
18"
-
(2)#5's
VARIES
F-24x24
24"
24"
(2)#5's
(2)#5's
(-)0"-4"
FOUNDATION PLAN
SCALE: 114" = V-0"
7-
1441 , jz, 9�
N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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PHASE 4C
I-monmT*
04181.04C-03142
I[ODSic
4EBB
"1828-CALM"
GAVLADS Dlrnak
LEFT
FAGS:
FOUNDATION
PLAN
160MPH E • C
AR
D � 08/22/22
SCALS: 1/4"=1•-0"
SIB
s,
37
MIN. EACH WAY
MONOLITHIC FOOTING
}}
.1
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
CELL SEE PLAN FOR SIZE AND
CELL SEE PLAN FOR SIZE AND
° v
` •
SPACING REQUIREMENTS
n SPACING REQUIREMENTS
a J—T�
v
•
GARAGE DOOR
c
•
�v
I•:
RECESS
�� w
$
om rc
FI
FM
¢�
O m
8"CMU WALL
, 8" CMU WALL
.. I .. CORNER BARS, SAME SIZE AS LARGER BAR
wi
m m
i
0-0'
IN FOUNDATION WITH 30" LEG EACH
m N
- . +- 0
TOP OF SLAB
4 -SEE
.0 WAY AT ALL CHANGES IN DIRECTIONS
I .. SO THAT THE STEEL REINF. IS CONTINUOUS
TOP OF $LAB
_ rya
- - -
MATCH AMOUNT OF CONTINUOUS BARS
I •'
CURB FOR
SLAB SCHEDULE(;IV'4RIES.A�I.,
DIA.
E SLAB 'CHAMFER (1STORY)
SEE SLAB SCHEDULE TOP OF GARAGam
EX7. PORW/
a. IICONTINUOUS STEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
�b.
MASONRY
UNITS SET
AT ELEV:
/,I/Z SCH
1/2" ISOLATION
(WHERE
CHAMFER (2-STORY)
V
4"CHAMFER (1STORY)fATJOINT
W/ 12"OLATON '• 6" CHAMFER (2STORY)
APPLICABLE) iEE
SCHEDULE
M#74Z'
NT'_ERE � . ,j PPLICABLE 4. SEE SCHEDULE
)i
WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
ER
WAD, BAR SIZE
FOR MD, BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
F,D
BAR QUANTIN
AND BAR QUANTITY
NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO
EXTERIOR MONO -FOOTING
(_,_`�EXTERIOR MONO -FOOTING
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
@ GARAGE $GALE 3'q'=''-°"
CORNER BARS DETAIL
DOOR OPENING
3
SCALE: 3/4"=1'-0'
4
(1) #5 REBAR VERTICALLY W/ CONC.
w
POURED CELL
LAP TOP PLATE A MIN. OF 48"
,2
IT, CMU
AND NAIL W/ 16d COMMON
u
NAILS, 2-ROWS, 4" O/C BTM.
VERIFY HEIGHT
m 5
#4 REBAR @24" O.C. @ CENTER OF
LAP TO OCCUR OVER STUD
OF WALL W PLAN
$
SLAB
z o
2X4 OR 2X6 WOOD BEARING
PROVIDE BLOCKING
WALL W/ SYP No 2 STUDS SEE
PQ
IIF -
7' CAPPED
w NEW REINF. BAR
5 w
PLANS FOR SPACING. SINGLE
BTM. PLATE TO BE PT.
GALVANIZED PIPE
SECURED W/ 2- PART
PROVIDE DEL. TOP PLATE
SECURE BT_ PLATE TO
—
W/FLANGE @ BASE
Q a EPDXY. MIN. EMBED
a 3 I
SLAB W/1 Od MASONRY
8", UNO
NAIL 17' O/C STAGGERED.
•
FOLLOW ALL MANF.
ADDITIONAL METAL
n
x m SPECIFICATIONS FOR
CONNECTORS NOT
it I - 4" CONIC., REINF. W/
I
I USE AND
REQUIRED WHEN NO
• WRIT' #10 WWM ON
i7
SECURE FLANGE TO
PREPARATION OF
UPLIFT IS PRESENT.
T.
11
MIL POLY ETHYLENE
SLAB W/(4) 1/4" X 2 11,V
4,. HOLE.
h
w VAPOR BARRIER ON
TAPCONS
¢
$EE SLAB SCHEDULE
i
rc • I•"� WELL -COMPACTED
CLEAN FILL TERMITE
+- 0"p"
TREATMENT SHALL BE
Q�
OF _
TOP SLAB
a Z BORA-CARE
u,
¢Q'
�\
•
(2) CONT. #4 REBAR
4" CHAMFER (1-STORY)
•�` — �-
4 .r-4 .
• f
6" CHAMFER (2-STORY)
4 (2) #5 REBAR ON CHAIRS
4
MIN. DEPTH INTO
2,000 PSF VIRGIN SOIL OR 95%
EQ' EQ.
SEE SCHEDULE
FOR MD, BAR SIZE
VIRGIL
V IN OR ENGINEERED $O
so COMPACTED SOIL
AND BAR QUANTITY
SLAB HEIGHT LESS THAN 3'-"
6
n0 PER PIAN
BOLLARD
5
ADDING BAR TO
$DALE: 3/4••=,'.�•
MONOLITHIC FOUNDATION
$ INTERIOR CURB FOUNDATION
WOOD WALL
EXTERIOR MONO DEEP
FOOTING W/ BLOCK WALL
1 A
SCALE: 3/4"=1'-0"
LAP TOP PLATE A MIN. OF 48'
STEEL REINFORCING IN GROUTED
AND NAIL W/ 16d COMMON
CELL SEE PLAN FOR SIZE AND
NAILS, 2-ROWS, 4" O/C BTM-
VERIFY HEIGHT
SPACING REQUIREMENTS
LAP TO OCCUR OVER STUD
OF WALL W/ PLAN
X4
2OR 2X6 WOOD BEARING
PROVIDE BLOCKING
g
WALL W/ SYP No 2 STUDS SEE
PLANS FOR SPACING. SINGLE
a a
o
BTM. PLATE TO BE PT.
SECURE ST. PLATE TO
PROVIDE DBL. TOP PLATE
SLAB W/10d MASONRY NAIL
a
12" O/C STAGGERED.
g w
ADDITIONAL METAL
8"CMU WALL
CONNECTORS NOT
REQUIRED WHEN NO
i
+" 0"0
POURED LINTEL CONT. (TYP.)
UPLIFT IS PRESENT.
8' CMU FILLED CELL (TYP.)
,o • TOP OF SLAB
•}0"
2X WALL FRAMING
SEE SLAB SCHEDULE
.I •- SEE SLAB SCHEDULE
1/7' DIA. SIMPSON STB2 BOLTS 5"
MINIMUM EMBEDMENT INTO
"ISOLATED" COLUMN PAD
GROUTED CELL, 4"FROM ENDS AND
TOP OF SLAB
- n•
CENTERED UNDER WALL AND
16" O.C. VERTICALLY MAX
"
—'•
POURED MONOLITHICALLY WITH
-- — — FOUNDATION AND SLAB
SEE SCHEDULE
FOR MD. BAR SIZE
SEE SCHEDULE
./ AND BAR QUANTITY
FOR MD, BAR SIZE
/AL
'----— AND BAR QUANTITY
COMBINED EXTERIOR MONO-
INTERIOR FRAME BRIG WALL TO
FOOTING AND COL. PAD
INTERIOR
FOUNDATION WOOD WALL
,, �
�41 BLOCK WALL CONNECTION
D
SCALE: 3/4"=1'-0" (NO UPLIFT)
i N. RONALD REAGAN BL
LONGWOOD, FL 32760
PH: 407-774.6078
FAX 407-774-4078
www.abdesfgngroup.com
AA #: 0003325
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04181.04C-03142
mol"m
4EBB
"1828-CALL"
GARAGE OlFnak
LEFT
PAGE:
DETAILS
160 MPHIXXP.
AR
SCA'Lft 1/4-=1'-0'
SI'�r
37 . I A
DOWEL PLAN
SCALE: 1/4" = 1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-7744078
www.abdesigngroup.com
l AA #: 0003325
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ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PRoa) =T#
04181.04C-03142
IMDmIa
4EBB
" 1828-CALL"
GAPLAGa a1w3TG:
LEFT
PAGE
DOWEL
LPLAN
180 MPH E
DATM 08/22/22
®CALF: 1/4"=1'-0"
slim=
s1.2
TIE VERTICAL REBAR
TO HORIZONTAL
REBAR W/ 10" HOOK
-GROUTED BOND BEAM
=i MMM�
m®s
—CLEAN OUT REQUIRED
JI//I FOR INSPECTION
0'-0" FIN. FLR.
a •a a
71E E�EBAR
,..
4
TO HORIZONTAL
-a.-
REBAR W/ 10" HOOK
BAR SIZE 48 BAR DIA.
#3 18"
W'o
#4 24"
#5 30"
#6 36"
#7 4Z'
HORIZONTALNERTICAL
��
REINFORCING
SCALE: 3/4"=1'-0"
EXT. PORCH SLAB
W/12"ISOLATION
JOINT (WHERE
APPLICABLE)
6" PVC CHASE—
THRU FOOTING
i
STEEL REINFORCING IN GROUTED
g
CELL SEE PLAN FOR SIZE AND
o�
SPACING REQUIREMENTS
�
m
8" CMU WALL
'�*�
SEE SLAB SCHEDULE
4" CHAMFER (1-STORY)
6" CHAMFER (2-STORY)
MATCH STEEL
REINFORCEMENT
PER SCHEDULE
SEE SCHEDULE
FOR w%D, BAR SIZE
AND BAR QUANTITY
yr yr ��.vtl 4- iVr Vr JVitl'
d '
BAR SIZE 48 BAR DIA. 3 -
#3 1V,
Q
#4 24"
c-
#5 30"
#5 36' 6" PVC CHASE THRU FOOTING
#7 42'
MATCH STEEL
REINFORCEMENT
PER SCHEDULE
PVC CHASE
(DltRq�
#5 BARS
8'
t�
• -MU UNIT DIMENSIONS
ARE NOMINAL SIZES
O 3 MASONRY SYMBOLS
SCALE: 3/4'=T-0"
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774£078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PHASE 4C
Pmoj=T/
04181.04C-03142
aco1"m
4EBB
"1828-CAU"
GARAGE aware:
LEFT
PAGE:
DETAILS
160 MPH EXRX
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
BEAM SCHEDULE
INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH IT 0,S = TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
(fc
SIZH,
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BB1
MASONRY
3000
8x8
(1)#5
WA
GROUTED SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
-w 8F16 MIN1T/DM/18 y .:" µ .a .."
:
17'-4"
BTM. OF LINTEL @ T-0"
ABOVE FINISHED GARAGE SLAB
LIFT BEAM PLAN
SCALE: 114" = l'-0"
1 N. RONALD REAGAN BU
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-T744078
www.abdesigngroup.com
AA #: 0003325
F
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a
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avnaiv. se LoT:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PROJwT#
04181.04C-03142
woman l
4EBB
"1828-CALL"
OAICAOa STID90:
LEFT
PAGE:
LIFT BEAM
PLAN AND
NOTES
160 E .
3pumT
aATM 08/22/22
SCAIM 1/4"=1'-0"
s*1mw
s2
#5 CORNER BAR W/ 30" LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 1W HOOK
T�'%p^L
#b BAR IN BOND BEAM
CORNER
REINFORCING OF BOND BEAM
1
NOTES TO THE INSPECTOR/CONTRACTOR TYP.e'XB" b 1#5
1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
2 IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL
3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c
PLACE STEEL HEIGHT.
REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST �#5
TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYR 8'X16"
pJE / 5. 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 ,MS
REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
TOP OF THE LINTEL. L e"
n �1a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.
/ / � 0�p SX16 DEL. BOND TOP OF
a Pa BEAM W/ (1) #5 BAR BOND BEAM
41�Sa EACH COURSE
8X8 BOND BEAM TOP OF
# NANO W/ (1) #5 BAR BOND BEAM
F pQO F=FILLED W/GROUT .
IpT'p U =UNFILLED GROUT SOLID FROM TOP
NOMINAL LINTEL TO TOP OF BOND OF OPENING
WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL.
��{ /—BEAM COURSE SEE NOTE 5
9 t1•�Nµ�p 16-1T/11Y1/ LINTEL W/(iS iS BAR(L2)E
NOMINAL—�� MASONRY
LENGTH OF BAR =WIDTH OF
HEIGHT #OF #5'S, TOP OPENING-2"
IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION
THAT XFXX- IT/ MOB INDICATES A DOUBLE BOND BEAM #OF#SS, BOTTOM 8X8 PRE -CAST CONCRETE SCALE:34"=1'0
ANDXFXX-,T/OM/OBINDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER
IT IS THIS ENGINEERS INTENT TO PLAN FOR LOCATIONS TOP
AND XUJO(- iTli M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL OF OPENING
AND XUXX-1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL
PRECAST HEADER(MIN)
2X4 (MIN 2X 3)1-3116
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
WINDOW
SIZE.300 MIN EMBEDMENT 1
1/4") 8" FROM EACH END AND
18'O.C. MAX. MIN,-1X'
EMBEDMENT
f
2x6 (MIN 2 X 3) 2-3/16 TAPCON
.3 1/4"
PRE -CAST .a
OR DRIVE PIN (MIN SHANK
WINDOW
SIZE.145 MIN HEAD SIZE .300
SILL
MIN EMBEDMENT 1 114") 8"
SLOPE
FROM EACH END AND 18"
O.C. MAX. MIN 1-1/4"
^'
EMBEDMENT
2x8 (MIN 2X 3)2-3116
TAPCON OR DRIVE PIN (MIN
SHANK SIZE.145 MIN HEAD
SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING
1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/
18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA END
EMBEDMENT
7/16"IDES SHEATHING
TYPICAL MASONRY WINDOW
CMU WAL
MU WALL
SILL CONSTRUCTION
ARCHWAY FRAMING DETAILS
SCALE: , 1/2"=1'-0"
C
J
SCALE: 3/4"=V-0"
r
SINGLE #5 CORNER
BAR, 3OX30 TURNED UP
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND. BEAM
PROVIDE #5 BAR
AT EACH SIDE
STEEL REINF. OF OF ELEVATION
BOND. BEAM CHANGE
CHANGE IN
ELEVATION OF BOND BEAM
1441 N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abde igngroup.com
L AA #: 0003325
1,;
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avaa:v. as W.P.
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
psoj=T
04181.04 -03142
Imn m
4EBB
"1828-CALI"
GAMA X swans:
LEFT
PAGM
DETAILS
L160 MPH EV. J
XCAM-1/4_=1--0"
S2.1A
"LOTT'S CONCRETE" /
"CAST-CRETE" / "QUALITY" SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
LOADS FOR
SAFE UPLIFT LOADS FOR
8" PRECAST
&
PRESTRESSED
U-LINTELS
SAFE
LOAD -
POUNDS
PER
LINEAR
FOOT
SAFEELLOAD
PF
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
8/8-08
9116-MOB
MITIN4AT/OB
1TMB
-117
TYPE
LENGTH
PLAIN
8/BSOLID
TYPE
LENGTH
11T
81164T
MOAT
8/24-1T
8/28-1T
8MAT
81BAB
16-1T/1
tT/1
4-1Tne
1T/1
-1Tn
8/82T
-Zr8116
8/2Dzr
6rz4_zr
8/28zr
8/sz-zT
T-6" PRECAST
1436
952
3114
4217
5321
6420
7531
Y-6' PRECAST
689
1024
T-6" PRECAST
1569
3524
4394
5283
6132
7001
2485
6113
8385
7708
9031
10000
1569
3524
4394
5283
6132
7001
4'-0" PRECAST
1065
700
2305
3125
3945
4765
5587
4'-0" PRECAST
514
763
4'-0" PRECAST
1363
3060
3815
4570
5325
W79
1961
6113
T192
6524
7627
8751
1363
3060
3815
4570
5325
6079
4'-6' PRECAST
819
533
1770
2400
3033
36M
4300
4'-6" PRECAST
398
591
4'-6" PRECAST
1207
2582
3375
4043
4711
5379
1625
5743
7647
6752
6541
7566
1207
2707
3375
4043
4711
6379
5' 4" PRECAST
931
1247
19%
2660
3123
3686
4249
5'�" PRECAST
411
411
5-4- PRECAST
1016
1806
2374
29"
3513
4084
1319
4460
7196
7342
5780
6259
1016
2276
2838
3399
3961
4084
5'-10" PRECAST
817
1024
1631
2090
2649
3OD9
3470
5'-10" PRECAST
340
339
5'-10" PRECAST
909
1499
1971
2443
2915
3387
1161
3693
5877
6036
6548
5776
9z9
2060
2593
3107
3620
4133
6' 6' PRECAST
692
1139
3227
3037
3707
4383
5061
6' 6" PRECAST
410
721
6'$' PRECAST
Us
1201
1578
1955
2332
2709
1139
3227
4598
7054
100D0
8825
835
1868
2329
2790
3251
3712
T 6" PRECAST
570
938
2498
2205
2698
3191
3685
T 6" PRECAST
303
534
T-6- PRECAST
716
900
1181
1462
1743
2025
938
2498
3408
4854
7067
6472
727
1624
2025
2425
282T
3228
9-4" PRECAST
428
633
1593
22D4
2481
2818
2B21
91-4" PRECAST
192
384
9'-4" PRECAST
454
586
767
948
1129
1310
639
1674
2298
3081
4099
4899
572
1318
1643
1969
2164
2519
10'-0" PRECAST
388
487
1247
1767
1904
2163
2028
10'-0" PRECAST
151
301
10'-0" PRECAST
356
468
612
755
899
1042
550
1407
1897
2781
3222
3784
504
1180
1472
1763
1710
1989
11'4" PRECAST
330
544
1312
1742
2252
2868
3630
11'�" PRECAST
132
417
11'�" PRECAST
430
406
530
653
777
872
544
1312
7742
2252
2868
3552
1042
1372
1643
1470
7710
12'-0" PRECAST
308
507
1210
t596
204e
2586
3191
12'-0" PRECAST
111
370
12'-0" PRECAST
366
476
587
896
763
507
1210
1596
2048
2586
3171
r44O
940
1300
1560
1314
1476
13'�" PRECAST
270
433
1045
1365
1732
2157
2535
13'�" PRECAST
82
298
13'd" PRECAST
303
393
464
675
645
414
1045
1365
1732
2316
2605
780
1057
1312
1071
1203
14'-0" PRECAST
254
388
978
1272
1606
1988
2279
14'-0' PRECAST
71
293
14'-W PRECAST
278
360
443
526
609
.
978
1272
16DB
1950
2389
378
717
961
1192
975
1133
14'-8" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
14'-8" PRESTRESSED
N.R.
283
14'-8" PRESTRESSED
239
422
506
626
746
865
456
1079
1429
1824
22T7
2712
246
663
980
1237
1474
1715
164" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
164" PRESTRESSED
N.R.
252
15'-4" PRESTRESSED
224
387
464
574
ON793
412
1014
1340
1703
2118
2513
230
616
908
1134
13M
1572
17'4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
1T-4" PRESTRESSED
N.R.
183
1T-4" PRESTRESSED
187
326
365
451
587
680
300
858
1121
1413
7T39
2p47
192
506
720
sot
1135
1372
1914" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
19'-4' PRESTRESSED
N.R.
148
19'-4" PRESTRESSED
182
266
348
430
513
595
235
736
959
1200
1467
1716
166
429
623
803
950
1D98
21'4" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
21.-4" PRESTRESSED
N.R.
125
21'-4" PRESTRESSED
142
219
308
381
454
577
180
598
833
1038
1168
1468
142
373
537
690
816
943
22'-0" PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
22'-0' PRESTRESSED
N.R.
116
22'-0" PRESTRESSED
137
226
290
369
428
497
165
550
784
992
1203
1381
137
358
513
659
779
900
24'-0" PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
24'-0" PRESTRESSED
N.R.
91
24'-0" PRESTRESSED
�24
77a
z45
302
360
a18
- ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
AND CASTCRETE MAY 2015 EDITION.
ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
at
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
LPfi:401-774-6078
FAX: 407-7744078
www.abdesigngmup.com
AA #: 0003325
Fla
to
W
0
2
L J
roumm a: LOT:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
Pnon=T#
04181.04C-03142
HODzu
4EBB
"1828-CATS'
6APLAGM NINWG:
LEFT
PAG1C
SAFE LOAD
TABLES
%160 MP C
AUG
aCALM 1/4-=1'-0"
all =
S2.2A
to
W
0
2
L J
roumm a: LOT:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
Pnon=T#
04181.04C-03142
HODzu
4EBB
"1828-CATS'
6APLAGM NINWG:
LEFT
PAG1C
SAFE LOAD
TABLES
%160 MP C
AUG
aCALM 1/4-=1'-0"
all =
S2.2A
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE LINTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN VNLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, A77" " x 2 718" LONG, WITH WASHER ($ 16" O.C.
11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED W/ A 2.6 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.
1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN.
FRAMING PLAN
SCALE: 1/4" = 1'-O"
alp
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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PAOm:
FRAMING
PLAN
%160 MPIKM C
ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE
24" O/C, SUBMIT SHOP "ROOFIWALUFLOOR
DRAWINGS FOR REVIEW SHEATHING
AND APPROVAL FASTENER SCHEDULE"
A41) SIMPSON HETA16 TRUSS ANCHOR WIT
# 1100 UPLIFT SIMPSON
PLYWOOD SHEATHING, SEE
(9) x 1 �' NAILS TRUSS
N
HTSM20 W/10
B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFAMALLIFLOOR
IM 6
T USS AN OR WITH
TRUSS ANCHOR WITH NOTE: APT SYP #2 Z' x 4",
1/ ' x
TRUSS AND (4) 1/4" x 2 1/4"
SHEATHING
x 1 NAILS TO TRUSS
16dSTRAP,
x 1 NAILS TO 6", 8" x MAV BE ADDED
TITEN 2 ANCHORS
FASTENER SCHEDULE"
DBI
DBL STRAP, 1 EACH SIDE WRAPS UP AND
,
GIRDS R
GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3"
NAILS,
CONT POURED LINTEL
LINTEL
OVER TRUSS (NOT SHOWN)
MINIMUM CONCRETE O/C TO FACILITATE ONE
C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH
EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO
# 19M UPLIFT (2) SIMPSON
NOTE: A PT SYP #2 Z' x 4",
(16) tOtl x 3 }' NAILS TO GIRDER AND
CONJUNCTION WITH ACCOMMODATE GIRDER
HTSM20 INSTALLED ON PRE-ENG TRUSS
6', 8" x 4'-0" MAV BE ADDED
(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROWS, 3"
HEAVY UPLIFT TIEDOWN REQUIREMENTS.
OPPOSITE FACES OF
WITH (12) 16d x 3 �" NAILS TO GIRDER. O/C TO FACILITATE ONE
CONNECTOR
BLOCK WALL W11010d TO
(7) 1/4" x 2-114" TITEN SCREWS TO CMU. ADDITIONAL PLY MAX- TO
A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
TRUSS AND (4) 1/4" x 2 114"
TfrEN 2 ANCHORS TO CONTINUOUS BOND BEAM
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
WITH (4)' x 5"TITEN HD TO CMU AND (12) SDS
CONT POURED LINTEL
2x WOOD FASCIA
}" x 2}" TO GIRDER
SE
SEE ARCHITECTURAL
ENGINEERED WOOD
B{1) SIMPSON FGTR GIRDER TIEDOWN WITH
2x SECURED W/ (3) t6tl
TRUSSES 0 24" O/C,
(2) }" x 5" TffEN HD 70 CMU AND (18) SDS }" x
GALV. COMMON NAILS.
1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS
lx2, 2x WOOD FASCIA
SEE ARCHITECTURAL 3" TO GIRDER
GALV. COMMON NAILS FOR REVIEW
2x SECURED W/ (3)16d -42) SIMPSON FGTR GIRDER TIEDOWNS WITH
12" O/C AND APPROVAL
GALV. COMMON NAILS. (2) }'x 6"TITEN HD TO CMU AND (18) SOS }' x 3"
1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN)
GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED
MASONRY BOND BEAM
17' O/C SEE SCHEDULE SOLID, IT'EACH WAY OF BOLTS
SEE SCHEDULE
A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY)
A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY)
TITEN 2 ANCHORS MIN.
B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY)
8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.)
Z' COVER & Z' APART
C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY)
C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.)
REPAIR OF MULTIPLE
TYPICAL TRUSS!
MISPLACED EMBEDDED TRUSS ANCHOR
1a 1b 1c
TYPICAL ROOF
3
GIRDER CONNECTOR(S)
2a 2b 2c
SCALE 34"=1'-0
GIRDER CONNECTOR(S)
3/4" T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
(2) 2X4 Not SYP DIAG. 214 BLOCKING BETWEEN
LSTA12 20 GAUGE
BRACE W/ (3) 12d @ EA. TRUSSES WHERE
W/ 10dxl/2 HOG NAILS
TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT
EACH END. TOTAL OF 10
COVER 5 TRUSSES) V-9- O.C. (AT SHEATHING
PER ELEVATION
SEAMS)
0'-0" TO 30'-0' (,) "X"BRACE
FLOOR
30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE
GIRDER
MAX (W/1x4)
(I)"X"BRACE @ CENTER TO BLK W/ 1!Z' DIA
7c-
OR 10-0-MM (W2X4)
(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z'
FROM CENTER TO END. WASHER SET IN HIGH
PER ELEVATION
2x WOOD FASCIA, STRENGTH EPDXY 6'
MIN. EMBED. AT 37' OC
1x4 DIAGONAL
SEE ARCHITECTURAL
MAX.
PRE-ENG FLOOR TRUSS
BTM. CHORD
BRACING, SEE
PRE-ENG GABLE TRUSS RE GABLE 05
5/e" GYPSUM BOARD OR 112" HIGH
STRENGTH CLG. BOARD
PLAN FOR LOCATION
MAY NOT BE
H
P TCPLATE W/ 2d8"e
STIFFBACK (AS PER O.C. MAX
SECURE TRUSS TO TOP PLATE W (2)
'a � REQUIRED
TRUSS ENG) CONT. 2x4 SECURED W/
16d TOENAILS
(2) 10d's C EACH TRUSS
TO BE INSTALLED
DOUBLE TOP PLATE
HTT4 W/ 5/8" A.B. WITH
BTM. CHORD OF
10'-0" O.C. MAX.
MIN. T' EMBEDMENT
WOOD ROOF TRUSSES
TO SLAB & (18) 16d x
2x4 OR 2x6 WOOD BEARING
2-12" NAILS TO POST.,
WALL W/SYP No 2 STUDS SEE
POST TO SIT DIRECTLY
SEE SCHEDULE FOR
PLANS FOR SPACING. SINGLE
ON SLAB
BOND BEAM REQ.
BTM. PLATE TO BE PT.
SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE
SLAB W/10tl MASONRY NAIL PROVIDE BLOCKING
12" O/C STAGGERED.
ADDITIONAL METAL 17Y' GYP. WL. BD.
�
tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER
CONNECTORS NOT
- -
-
4 -
MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF
10'-0" ORMAXSECURED W/
REQUIRED WHEN NO
UPLIFT IS PRESENT.
• ! • c
•
(2) 10d DEPICTED SEE PLAN
COMMON NAILS AT EACH CHORD
NTER6EDTIQNTYP BTM. CHORD BRACING
BLOCK WALL W/ GABLE END
' n<
7
GIRDERNVOOD POST CONNECTIONS
SCALE: 3/4-1'A"
SCALE3/4"= 1 : 1'-0"
PRE-ENG D TRUSS
•
C�
v -0"
SCALE: 3/4"=1'
TRUSS CONNECTION @ L.B.W.
THE USE OF ALTERNATE MATERIALS MAY BE
DFLOO
_!-E:-"=1'-' (NO UPLIFT)
QTCHDEPTH 1/4'D
HOLE EDGE>5/6'
USED SO LONG AS THEY CONFORM TO THE
HOLE DIAMETER
FOLLOWING
<2/5'D SGL. STUD
OUTER 1/3 OF
1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
SPAN ONLY
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES
----HOLE EDGE >5/8"
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON H10A OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO F1 AND F2 FORCES.
BTM. HOLE DIAMETER
PLATE <3/5'D D.L. STUD
STUD NOTCHING
ALTERNATE MATERIALS
%1SCALE AND BORING LIMITS
SCALE: 3/4"=1'-0"
1 N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
w .abdesigngroupxom
AA #: 0003325
-oilDO
66
F
siTaDI\1. aM.
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PR0j=T#t
04181.04C-03142
smDuld
4EBB
"1828—CAIT
GARAGX swam:
LEFT
PAGE
DETAILS
v.160 MPH EXP C
1�
NAIL SHEATHING TO LADDER
VTCR SPACING (1) AT EACH END
EDGE PER SCHEDULE
2X4 CONT LADDER EDGE
VTCR
AND &-O" O.C. MAX.
2X4 LADDER AT 16'0/C
W/(2) 16d NAILS 8" O/C TO
TOP CHORD OF TRUSS
(2) 2X4 No.2 SYP DIAG.
BRACE W/ (3) 12d @ EA.
TRUSS (DIAG. BRACE TO
hlyili
COVER 5 TRUSSES)
yll 1111
111
0'-0" 70 30'-0" (1) "X" BRACE
SUB -BAND
g it l
30'-1"TO 60'-0 (3) X. BRACE
PRE-ENG GABLE TRUSS
(1) "X" BRACE @ CENTER
STIFFBACK AT ALL
a
(2) "X" BRACE DIVIDED EQUALLY
UPRIGHTS OVER 4'-10" HIGH
Ilo
FROM CENTER TO END.
(AS PER TRUSS ENG)
PLYWOOD SHEATHING, SEE
"ROOFIWALL/FLOOR
SHEATHING
FASTENER SCHEDULE"
SEE TVP. TRUSS CONNECTOR
DETAIL FOR STRAPPING INFO.
IN I
SIDE VIEW
lx2,2x WOOD FASCIA
CONNECTION
SEE ARCHITECTURAL
TRU2x
SECURED W/ (3)16d
ENGINEERED
GALV. COMMON NAILS.
TRUSSES @ 241x2
SECURED W/ 10d
SUBMIT SHOP
GALV. COMMON NAILS
FOR REVIEW.x
12"O/C
AND APPROVAL SECURED W/(2)12d's0
PRE-ENGINEERED
MASONRY BOND BEAM
EACH TRUSS
VALLEY TRUSS CONNECTION
SEE SCHEDULE
GABLE END PRE-ENGD TRUSS
G
SCALE:NT.S
W/ HIP RETURN scALE 3/4••=1•-a•
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-U' O.C. (AT
O PRE-ENG'D WOOD
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 247 O.C.
NOT SHOWN FOR CLARITY)
MAX
o
2X4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR
FOR STRAPPING
LOCATION
VERIFY
SECURE 2x6 PT. PLATE TO BLK
W/ TRUSS PLAID
W/ 1/7' DIA. ANCHOR BOLT W/ 7'
,5
WASHER SET IN HIGH
'
STRENGTH EPDXY 6" MIN.
EMBED. AT 37OC MAX.
SECURE GABLE TO 2x8 P.T.
PLATE W/ 12d's 8" O.C. MAX
CONC. POURED
LINTEL COURSE
CONT, 2x4 SECURED W/ (2)10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX.
GABLE END BRACING W/ PRE-ENG
(_.1 GABLE TRUSS @ CMU WALL
V SCALE: 3/4"=1':
1 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
w .abdmigngroup.com
AA Ak 0003325
aVHDIv As M
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PAOJ=T*
04181.04C-03142
MODA .
4EBB
"1828-CALI"
GAAAGA eQIITG:
LEFT
PAGIL
DETAILS
160 MP EXP. C
GABLE-EW ��
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 = 52.70 PSF (6270) ZONE 3 = 60.50 PSF (70.50)
ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80)
ZONE 2n = 69.80 PSF (79:80) ZONE 3, = 83.80 PSF (93.80)
ZONE 2r = 69.80 PSF (7960)
"A"= 4'-O" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
EXPOSURE CATEGORY: "C"
RISK CATAGORY: II
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: 1/- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MIN 19/37' STRUCTURAL SHEATHING
EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN.
19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD
AND EDGE SPACING) SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN
NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF
GABLE END.
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR.
SHANK
ASTM
10d
RING SHANK,
212"
0,131
F1667
SCREW SHANK
170,000
RING
(16-20 RINGS
RSRS-03
Sd
RING SHANK,
2 3/8"
0.113
F1667
SCREW SHANK
PER INCH)
RSRS-01
8d
RING SHANK,
PNEUMATIC
2318"
0.113
F1667
SCREW -NAILS
I
I
I
RSRS-01
EXTERIOR SHEATHING
USE 12" CDX OR 7/16' O.S.B. PLY WITH 6d RING SHANK GUN NAILS AT 4"
O.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.
ROOF SHEATHING ATTACHEMENT SPACING
ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6 O.C. IN FIELD
ZONE 2e, 2n, 2r: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD
ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD
NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED
AND ADHERES TO ASCE 7-16
WRING SHANK GUN N-6 @ 4' O C.
, TOP &BOTTOM EDGES ,.
u�
>
�o
Pe'
Q
RAFTER OR TRUSS_
ROOF SHEATHINGS
I■����I'I 11
I
U BUILDING LENGTH L
ROOF SHEATHING LAYOUT T-
AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED
TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING
16"O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP
BLOCKING @ 16" O.C. FIRST 4 BAYS W/ 12)12d NAILS EA
END. ATTACH ROOF SHEATHING TO RAFTERS 2/
BLOCKING PER NAILING SCHEDULE
C1Od RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
TABLE FOR FIELD SPACING ` .
#8 7' DECK SCREWS @ 6"-8" O.C. MAX
EQGES & 17' O.C. MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING)
TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION
ACI 318-14, BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE, TMS 402#502-18 AISI SPECIFICATION FOR THE DESIGN OF
COLDFORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART
OF THE WORK.
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
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,
TEMPORARY BRACING, GUYS OR TIE -DOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION
REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
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: UVE LOAD 40 PST
20 W TOP CHORD Rtonconcu—t
10 psf BTM CHORD-non—murrent
ALL AGGREGATE USED IN CONCRETE SHrll1 CONFORM TO ASTM C3TC33M MMXIMUM AGGREGATE 817E SWILL BE 3tr
WOOD:
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF,
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y4 .
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
PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGRO N D WHERE INDICATED ON
ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE.
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM
FORM -WORK:
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
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
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST
W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID 13UYING TREATED LUMBER THAT
EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN W OF HEARTWOOD.
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2020, 7th EDITION SEE NAILING SCHEDULE ON PLANS.
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.
SYP #2
WELDED WIRE MESH:
WELDED WIRE MESH, SHALL BE ASTM Al064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
BE SUPPORTED WITH 2' CHAIRS SPACED S-0.00, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615
GRADE 001N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S
REVIEW.
TYR MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36"
#5 BAR - 30" #7 BAR - 47'
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOOD TRUSSES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038-AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED.
DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL
STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION"
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED
WOOD TRUSSES.
PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
DEAD LOAD
DEAD LOAD
FOR ADDITIONAL INFORMATION.
INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990,
16 Mf TOP CHORD
p CHORD
(7 Psf SHINGLES)
psfw/ No GYPCRETE)
(1 s wl
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING,
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
10 psf BTM CHORD
BTM MHO
5 p
5 psf BTM CHORD
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
DEAD LOAD TO RESIST WIND UPLIFT: 10psf
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE
CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
BALCONY LIVE LOAD 60 Psf
WALL,
TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
STAIRS UVE LOAD 40 PBf
WIND: DEAD LOAD SPEED=160 MPH 3-SECOND GUST
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL
ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FOR BEARING
(ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II)
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR)
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS
AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE
AND DECKS.- 40psf, GUARDS AND HANDRAILS' 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER
WITHOUT THE APPROVAL OF THE ENGINEER.
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL
VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM' 40psf, SLEEPING ROOMS: 30psf, STAIRS:
PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40psf
MASONRY:
PROVIDE
COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE
LICENSED PROFESSIONAL ENGINEER.
SHOP DRAWING REVIEW.
'SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY
THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT
STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS
OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE MASONRY STANDARDS JOINT COMMITTEE.
PROVIDED BY THE TRUSS ENGINEER.
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC.
'
ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frA = 2000 PSI. BLOCK SHALL BE PLACED USING
OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT
AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR
DRAWINGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS THE FORM
RUNNNG BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE
I
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 30M PSI AT 28 DAYS UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3IT
WRITING BY THE ARCHITECT.
AND SHALL E
COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION
COURSE
TO CONSOLIDATE GROUT.
FOUNDATION/ SITE PREPARATION:
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
TI DESIGNED FOR ALLOWABLE SOIL RING PRESSUREO 2000 FOOTING FOO NGS WERE DESI ED FO LLOW E L BEARING F psf,
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE
SHALL BE W8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO
MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL
SOIL FOR TERMITE PROTECTION.
CELLS TO BE FILLED.
THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR 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
CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O.
MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
STRUCTURAL STEEL:
BE MADE BY THE GE0.TECH. ENGINEER.
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE
CONCRETE:
SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,
9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
A36/A36M FY = 36 W FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM
A500/,TUBE GRADE B F = 46 STRUCTURAL PIPE SHALL BE S53IA53M GRADE BTYPE E OR S F =
Y Y
2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
THE
35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
NS
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 SHALL SUBMIT PROPOSED PAXDESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO
OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS
CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'H- PRIOR TO THE ADDITON OF PLASTICIZER
SHALL BE TIGHTENED IN ACCORDANCE WRH THE TURN -OFF -THE -NUT METHOD.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/394M OR MEASURING, MIXING TRANSPORTING,
ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL,
WATER IS ADDED TO THE FAX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 9D MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE RESPONSIB&ITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY
NON COMPLIANCE WITH THE ABOVE.
REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FWNDATIONS):
B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER
V 2' FOR 05 AND SMALLER
T FOR 06 AND LARGER
C FOR CONCRETE NOT EXPOSED TO WEATHER
3/6' FOR SLABS. WALLS AND JOISTS
i-1!L' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK FASTENERS
FASTENER
APPLIGTION
SIZE
TYPE
A 11CATroN
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tx]Pi NRWNG TO
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REQUIREMENTS
EXT. SLING DOOR (1)yt6'DIA. ARGON' t6 OA^ fiR'EMBED, B"END.
IT. 9EE NOTE6 NOw,1SHER O.T.tt?EDGE psT.
coi PAP.' Ne• o'D D f
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NOTES
1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWANG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA
3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED
4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN
5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE
6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND
2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE.
1 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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Q7 WOOD)IN J-CHANHANNEL
CHANNEL Q3 DETAIL B
SLOT } MAX
J-CHANNEL
FASCIA
Q BATTEN STRIP ANCH
NOOD BATTEN 1O
10tl NAIL AT EACH
STAPLES INSTALLED O7
TRUSS/JOIST/RAFTER
THRU SOFFIT AND
LOCATION NOT TO
J-CHANNEL AT NAIL HEM
EXCEED 24" O.C. INTO
AND IN VALLEYS
FRAMING
#BX3" WOOD SCREW OR®
TAPPING SCREW,
STAPLES
T STAPLES INSTALLE
BATTEN ATTACHMENT
THRUSOFFIT AND
FASTENER SPACED 24"
.-CHANNEL AT NAIL
M O.C.
HEM AND IN VALLEYS
FFIT 1O
111X2WOODSATTEN
IMuc,n �2X2 WOOD BATTEN 1�
J} MAX-aI1M-
DETAIL D O STAPLES INSTALLEDI
J—CHANNEL THRU SOFFIT AND
J-CHANNEL AT NAIL
FASCIA HEM AND IN VALLEYS
LJ
J" N
DETAIL E
J—CHANNEL
0 SOFFR
NSTALLAT'ON SCREW,
BATTEN ATTCHMENT Q
J-CHANNEL
FASTENER SPACED 24"OS
J.1
MAX O.C.
STAPLES INSTALLED @
DETAIL C
1r O.C. MAX (INTO
WOOD)INJ-CHANNEL
J—CHANNEL
�T
5 SLOT OR T-NAIL Q 17'
O.C. MAX. (INTO
CONCRETE/MASONRY)
CONCRETE/CMU OR
BY OTHER
21/4" NSTALLATION SCREW,
EMS. BATTEN ATTCHMENT
FASTENER SPACED 24" g
MAX O.C.
STAPLES INSTALLED 0
12- O.C. MAX (INTO
WOOD) IN J-CHANNEL
SLOT OR T-NAIL @ 1r
O.C. MAX. (INTO
CONCRETE/MASONRY)
WOOD (NOTE 1)
MOD (NOTE 1) NOTE I; MINIMUM SPRUCE -PINE -FIR
FRAMING OR CONCRETE/MASONRY.
BUILING CODE REQUIREMENTS FOR
SUBSTRATE MATERIAL MUST BE MET.
TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION
--SAVE WIDTH
`EAVE WIDTH
(ROOF
(ROOF
OVERHANG)
OVERHANG)
CONCRETE;
CMU OR WOOD
(NOTEA)
CONCRETE;
OFFIT
CMU OR WOOD
SOFFIT
SEE DETAIL'A' SEE DETAIL'E'
SEE DETAIL'D' SEE DETAIL'E (NOTE:1)
EAVE CROSS—SECTION
EAVE CROSS—SECTION
SINGLE SPAN W/J—CHANNEL
SINGLE SPAN W/J—CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
J-CHANNEL @ WALL AND FASCIA END
¢TAIL A
12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623
NAIL A
12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622
T.
[CTAIL A
12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO, 639
1 N. RONALD REAGAN BL
LONGWOOD, FL 32760
PH: 407-774.6078
FAX 407-774-4078
www.abdesigngroup.cbm
AA #: 0003325
F
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EXMDIV. Ac LGT:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PROJMTO
04181.04C-03142
MODIM
4EBB
"1828—CALIFF
5w1 AQZ 8WM5:
LEFT
PAGE:
SOFFIT
DETAILS
%160 MP XP C
GENERAL REQUIREMENTS:
AL
• HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL
BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION
PERPENDICULAR TO THE RAFTER OR JOIST FRAMING.
• ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4)
• INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION.
• ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM.
• INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS.
• JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A
MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT
JH TECHNICAL SUPPORT.
FIGURE 1
INSTALLATION:
• HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE
SUCH AS A WOOD 2X SUBFASCIA.
• ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING.
• SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES
FIGURE 3
TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW.
LESS THAN OR EQUAL TO
• 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE
12" WIDE SOFFIT
INCHES OF NET FREE VENTILATION PER LINEAL FOOT.
• ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT.
• IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION
ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED.
FASTENER POSITIONING:
o
0
VENTING TO
1" FROM END
• POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2"
OUTSIDE OF
0OF
SOFFIT
AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4)
EAVE SHIM
AND NO CLOSER THAN 1"AWAY FROM CORNERS WHEN USING SOFFIT THAT IS
FASCIA
3/8" FROM END
LESS THAN OR EQUAL TO 12" WIDE (FIG. 3).
HARDIESOFFITO
OF SOFFIT
(WOOD) VENTED PANEL
JOINTING METHODS:
SUBFASCIA
Y
SIDING
• INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL
JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2).
FASTENER REQUIREMENTS:
• FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT
PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE
SUITABLE IN MOST LOCATIONS*.
• FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X
0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND
INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST
LOCATIONS*.
*MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND
RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS.
MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER
MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA
PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH
HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED
GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 MODERATE CONTACT
IBC 2304.9.5."
LEAVE APPROFi IM i c
GAP AND CAULK
FIGURE 2
MEMBER
BATTEN
I NG
IER
FIGURE 4
GREATER THAN
12" WIDE SOFFIT
P FASTENERS
NAY FROM CORNERS
IN FROM
,E OF SOFFIT
441 N. RONALD REAGAN Bl
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroupxom
AA M: 0003325
"Milililil;
aysa:v. a< LOT:
ABBOTT PARK
LOT 3 BLK 14
PHASE 4C
PROJMT#
04181.04C-03142
M0DRU
4EBB
"1828-CALI"
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LEFT
PAGI
SOFFIT
DETAILS
160 MPH E C
DATA✓ 08/22/22
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