HomeMy WebLinkAbout7527 Sail Clover Ln2828-E401-E-NSLEY99
HOMES
12602 -rEI EC�C>M [DRIVE, -rAMPA, F1 33637
74mi: (813) 740-9720 Pax: (813) 740-9715
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
I
-FLOFMi BURMN COM FzsmzmAL
?m Emm (am)
-AIL IXAL MD NATZ COM
:OCCUPANCY - RESIDENTIAL. GROUP R3
CONSTRUCTION TYPE - VB
_MN. WTERIOR FINISB - CLASS B
-BASIC TWD SPEED - Vult=160 MPH
Vasd=124 UPH
:EXPOSURE - C
I -STORY RESIDENCE -
-2-STORY RESMCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
A V� ABOVE LAV LAVATORY
A/C A CONDITIONING LUNt LUMNOUS
ADJ. ADJUSTABLE M.C. 1,MICINE CABINET
A,T� ALTERNATE NOR MANUFACTURER
AW ANIFERAGE MEN NUND"
BD BOARD NET ?aTAL THRESHOLD
CL CENTER LINE, NIM. MOUNTED
CAB. CABINET mn� WTAL
C . CEILING N YS, NOT TO SCALE
C R. CLEAR OC ON CENTER
C C, CONCRETE PL PROPERTY ENE
c CARPET P.B. PUSH 13UTTON
C� CERANUC TILE M PHONE
D DRYER P T PLATE
DBI DOUBLE PLYWD PLYWOOD
DO. DUAL GLAZ PR. PAW
DIA. DIANM= PT PRESSURE TREATED
DM DI SION R. RISER
DES DISPOSAL RAD. RADIUS
UP, DEEP RA. . RETURN AM GRILL
DR DOOR REF REFRIGERATOR
US DOWNSPOUT RM ROOM
DTL DETAIL RO. ROUGHOP134NG
DM. DISHWASHEER S�c SOLIDCCREMDR
EA. EACH 8 Q SMOKEDETECTOR
ELEV ELEVATION S R SINCLE HUNG
DQ EQUAL SHT. SHEET
E)GL EXHAUST SHEDD SHEATHING
EXT EXTERIOR SHVIR SHOWER
F C /FX, FIXEDGIASS S SUAILAR
F:G, F , GAS SL SLIDING
I FINISH SL. GL SLIDING CLASS
FL FLOOR SID. STANDARD
FLUOR FLUORESCENT S WS SHEAR WALL
FR DR FRENCH DOOR SECTION
FIG. FOOTING TEW TENVERED GLASS
CA, G UGE THK� THICK
CAR . DISP. GARRAGEDISPOSAL TD.0 TOP OF CURB
GYJ GROUND-FAUL CIRCUIT T�O.P, TOP OF PIATE
INTERRUPTER TQ.& TOP OF SIAB
CIL. CLASS TYP. rMCAL
GYP III). GYPSUMBOARD UND. UNLESS NOTED
H. HOSE BIB OTHERWISE
fic HOLLOW CORE V. . VAPOR PROOF
HDR. BEADER W. WASHER
W HEIGHT W/ WITH
ENsuiAnON WD. WOOD
INT. INTERIOR WDW WINDOW
Will WATER HEATER
WE WROUGHT IRON
DATE
DESCRIPTION
vacem
BID SET 16ftED
ARCHITECTURAL SHEET # DESCRIPTION
OMMI
2020 FEIC WCATE
PG Cl-COVER SHEET
PG GN- GENERAL NOTES
PG AI -FIRST FLOOR PLAN
PG AlA-FIDOR PLAN SECTIONS/DETAILS
PG A2-SECOND FLOOR PLAN
PG A3G-FRONT & REAR ELEVATIONS �G'
PG A4G LEFT & RIGHT ELEVATIONS "G
PG El -FIRST FLOOR ELECTRICAL PLAN
PG E2-SECOND FLOOR ELECTRICAL PLAN
PG PI -PLUMBING PLAN
PG DI -DETAILS
PG D2-DETAILS
PIG D3-DETAILS
PG D4-PRODUCT APPROVAL LJSTING
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEM13LY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WAIS-WALL ASSEMBLY DETAILS
OW,21
ADOED SOFFIT MAIL$
031*41
0REATIE0 8-0 OPT.
MY21
ADDW STOISE VENEER OPTION
vvwl
REvISED $a FT. CALCS
09MI
ACCeD OPEN DEB TRASES
S&W,71
FRAt-E IIIALK FREVISIONS
10/2141
CENTER SaD. N DtNM ROOM
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROIAND A. ABOUCHACRA
AR No. 93723
A.B. DESIGN GROUP, LLC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
SQ.FT. CAW.'S
IST FLR LININ5. 1jvIv sa FT,
2ND FLR LIVWj ]_�62 Sa FT.
TOTAL LIVING 2,312 Sa FT.
GARAGE 421 Sa FT.
Eww 28 Sa FT.
TOTAL 2021 Sa FT.
SM PATIO W ba FT.
ALL WORK SHALL
CODEq- PLORIDA COMPLY VV17-H PREVAILi
NATIONAL 13ULOING C riS
100
IZLECTR/c COI)s
AND THE C17Y Or pHyR
ZE
NANCEs �Ius
REV'EW DA7'_P,4UG
�wv
Cir�'O;zZEPH r r(HIL
PLAN e)(AVUNER
STRUCTURAL SHEET # DESCRIPTION
PG Sl-FOUNDATION PLAN
PG S1.1A-DETAILS
PG SI.2-FIRST FLOOR DOWEL PLAN
PG St.2A-DETAILS
PG S2-FIRST LIFT BEAM PLAN AND NOTES
PG S2.1A-DETAnS
PG S2.2A-SAFE LOAD TABLES
PG S3-FIRST FLOOR FRAMING PLAN ELEVATION
PG S3.IA-DETAILS
PIG S3.113-DETAILS
PG S3.IC-DETAI1S
PG S4-SECOND FLOOR DECK PLAN
PG S4.2-SECOND FLOOR DOWEL PLAN
PG S5-SECOND LIFT BEAM PLAN AND NOTES
PG S5.1A-SAFE LOAD TABLES
PG S6 ROOF FRAMING PLAN
PG SNI.-DETAILS
PG SDI -SOFFIT DETAILS
PG SD2-SOFFIT DETAILS
DRAWING / CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUDDER ASSUMES ALL LIABILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND
IN NEED OF FURTHER DETAILING OR EXPLANATION IN
ORDER TO BUILD THIS PROJECT BASED ON 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
CLkROCATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY
MANNER. AB DESIGN GROUP TAKES NO
RE= IBILITY FOR INTERPRETATIONS OF
CO ICTION BY THE BUILDER WHEN NO RFI's HAVE
L 'IN G=TED FOR UN ASPECTS OF THE
UON TR BA D ONNWRDRAWING SET.
BE
1441 N. RONALD REAGAN BLVD
LONGWOOD, FIL 32750
PH; 407-774-6078
FAX: 407-774-4078
www.abdesigrtgroup.com
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PHASE 4C
FrROJECT#
04181.04C-10121
UODEZ�
E401
"2828-ENSLEY"
CIAP—hGE fillrMG:
1 LEFT
PAQr_
COVER
SHEET
160 MPH EXP.
I PRINT -I
DATE: 12/07/21
SCALE: 1/4"=I'-O"_
SHEET
c 1
CENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT $HALL 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.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHAU_ VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH TIE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIoR
FABRICATION OF THE WORK.
SITE WORK
i . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT).
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES,
SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL
DRAWINGS SHALL OVERRIDE CONFLICTS NTH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL
FINISH GRADES, PLANTING AND IRRIGATION.
3, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE
ARCHITECT.
4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 6 THE HORIZONTAL
DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN Ir LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE
BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
OR T14E FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION 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 ARCHITECTIENGINEER.
9- NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CAWORTS
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 SECT10N 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 NTH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN
1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS.
3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- NN. RIGID
OWMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN 6 -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-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT.
8. EXCAVATIONS TO BE A MINIMUM OF T- (r BEYOND NEW FOOTING LINE.
9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB NTH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL
CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP
DRAWNG.
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 NTH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.'
TIMBER
i. ALL WOODS AND WOOD CONSMUC71ON SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICAMONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGNEERED 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 CONSTRLICT10N AND TYPICAL MAILING SCHEDULE ON PLANS.
4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHARTER 6- WALL CONSTRUCTION.
5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI.
6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT � SO.
PLLIMBING
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 6 - PVC (SCHEDULE 40), INSULATED WITH 6 - AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GFIM EACH IN ACCORDANCE NTH
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 P29D3.
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 P26032.
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, V8- 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-C92648b, ASTM-C1063-19a & ASTM-C1787.
3. LATH & ACCESORIES PER ASTM-r_I 063-19a & R703.7.1 . ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- T* FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 - l9a AND R703.7.
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED
ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7.
EXTERIOR COURM
I . EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFF IT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 11T GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WTH 1
1/4'TYPE *W DRYWALL SCREWS AT 17 D.C. (PER MANUFACTURER'S SPECIFICATIONS).
CONSTRUCTION OBSERVATION
CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP`$
SERVICES FOR THIS PROJECT.
IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW
OF THE BUILDER'$ /CONTRACTORS 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.
EMIOR SOFFrrS
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) R 704.2
SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES.
CONTROL DATE: 09/08/21 (CM)
i"i N. RONALD REAGAN B1
LONGWOOD, FL32750
PH: 407-774�6078
FAX- 407-774-4078
wwwabdesigngroup.com
L AA #: 0003325
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04181.04C-10121
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"2828-ENSLEY"
GARAGE SVIMCI:
LEFT
PACE:
GENERAL
NOTES
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FPFtINT
DATE: 12/07/21
scAL.E: 1/4"=l'-O"
SHEET
GN
23'-0'
10,10.
4'-0'
PA110
(2) 3052-SW +
Wa.
or
STAIR DATA
ABOVIEI'4"
15 RISER * 152'
W TREADS * 101
4'
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BEDROOM#2
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X-4'
FIRST FLOOR PLAN
SCALEi 1/4' . I'-V'
NOTE:
-2-8 LOUV. DOOR tUt AIR WANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUIll AND RETURN AIR GRILLE.
-VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
-OTHER OPENINGS BETWEEN T14E GARAGE AND RESIDENCE SMALL BE
EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM)
IN THICKNESS, SOLID OR WONEYCOMB-CORE STEEL DOORS NOT
LESS THAN 1 3/6* (35 MM) T141M OR 20-MNUTE FIRE -RATED DOOR&
-THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS
ATTIC AREA BY NOT LESS THAN 1,5 Y12.1m) GYPSUM BOARD APPLIED
TO T14E GARAGE SIDE. GARAGES 5ENEATW HABITABLE ROOMS
SMALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS
THAN TYPE X GYPSUM BOARD OR ECAJIVALENT.
UNDER STAIR PROTECTION:
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SMALL WAVE WALLS,
UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH I� INCH GYPSUM BOARDS. POOR 29)11 (6TW
ED.) 302.1
COMPOWAMCIADMUIDLQU
ZIX
OWHUOVA
Ffiwm
AP07VM
FONAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR OWING
is
5
33/-43
DR. MIN_ CRITERIA
sirs.D. MIR
41
5
31/-3'b
CRITERIA
16010 O.W.D.
112
5
311-35
12'xl2' SOFFIT
1
5
31.3/-4-&-J
BASIC WM SPEED MPH = 160 (Vult)
INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG.
CAT.=II. EXP.=C, MEAN ROOF HT. = 22'-3*
PRESSURES HAVE BEEN MODIF11M PER FBCR 7TH ED.
(2020) SECTION R301.2.1 TO MEET TESTED
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COMMILDAIDIN4M
SQ.FT. CALUS
IOT FLR LIVING.
i0iV Sa FT.
2W FLR LIVING
1,362 Sa Fr.
TOtAL LIVING
2,312 Sa FT.
&AR4GE
421 Sa FT.
ENTRY
28 Sa FT:
Sa FT
=2021
8a F7T'
MASONRY / FRAME
WALL LEG190_
S* BLOCK WALL
UKO ON PLANS
n'-4' BfW�
4' INTERIOR LOAD
BRG. WALL UXO
ON PLANS
4' INTERIOR NON
LOAD BW� WALL
UND. ON PLANS
-ALL INTERIOR
DOOM TO BE &'-W
1441 N. RONALD REAGAN EIL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdes'igngroup.com
AA #-. 0003325
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PLAN
160 MPH EXP. Cd
FPRINT
DATE: 11�2//"/21
SCA-LE: 1/4"=1'-0"
SHEET
p 1
2X4 TOP PLA 7
PER ELM "k
PLAN
PM-FA5 T11AM
W'Cl G, 50AFIVI
I*' DRYWALL Tv)r
SECUIW 15T —
FILATE TO SLAB
UV Wd MASONRY
NAIL a 32* O.C.
MAX
FIR FLR
2X4 WOOD
STUDS 024*
or_
M.L.-F..L —
PARTITIONS SUPPORTIW%
WALL HUWs PLUM5IWz
FIXTURES AND WALL
CABINETS SHALL BE NOT
LESS THAN 2x4, WHERE
SPACED NOT MORE
THAN 16' OZ. OR NOT
LESS THAN 2x&, WHERE
SPACED NOT MORE
THAN 24' OZ.
TYP. INT. WALL (NON-BRG.)
8QQ.Es 3/4'-I'-V*
FIBERG;LASS SHINGLES
WITH UNDERLAYMENT
AS PER FBCR W5.U.
ROOF SHEATHING
THICICM55 AS PER
814EET SNI ' SECURED
PER FASTENER
SC44EDULE
i_z_!ff;_qv_-lII5_7r2___
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
11.1.
TYR
014.
p r
la. Gypa" et
OR 1/2' HIGH
STREWsTW CLC.
BOARD
5' DIA. SLEEVE,
00 NOT CUT
BOND BEAM -
SOLID GRDUT
W/ (I)- s
(2) COURSE
00 NOT CUT
THE BOND
BEAM
REBARS
rm_'�PIPE THROUGH BOND BEAM
SCALE: 3/4'-I'-C*
SEE ENERGY CODE FORI*
INSULATION R-VALUES
REFERENCE STRUCTURAL
PER ELEVATION
---R-4J INSULATION —
WINDOW ATTACHMENT
AS PER MAM-PACTURES,
��'/__'__SPECIFICATICNS
r
I REI RENCE
_l_____STRUCTURAL
IX2 P.T. FURRING; —
STRIPS * 24'OjC.
a, cm
1/2' GYP. WL. 150—
WOOD BASE —
FIBERGLASS SWW.LES
WIT14 UNDERLAYMENT
AS MR F5CR W511
ROOF SHEATHING.
THICKNESS AS PER
844EET SNI.
SECURED PER
FASTENER 50-11EDULE
STRUCTURAL
PRE_EwG TRUSS
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
1/2' THICK, 2 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
r2B'\GAS LJNE THRU BLA)CK
\p_v —
FIBERGLASS SHINGLES
WITH UNDERLAYTIENT
AS PER POOR 1105.11
ROOF SHEATHING,
TWICICNESS A5 PER
SWEET SIMI. SECURED PER
FASTENER SC44EDULE
MTL. DRIP EDGE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL SHEATHING;
TWICIQNESS AS PER
SWEET SNI. BECAME PER
FASTENER W14EDLLE
ON SWEET SNI
PRE -EW- C.AISLE TRI.166
tUEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
1/2' TWIM 2 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14'TWM 2 COAT -
popen-Aw cemwr
RAOTM AFFL
DRIMYLY TO
MA80NNY
W' V0 JAM P49t
AFPPVDVAJ. Wa
PAGI94M TO
TM4= BRAOCU
1w Polocwt
APPWDVAL Fl0a
C40PW= 09AD
vcmm
STIMICTURAL FM
2.6 P.T. go
ATTACHW TO FILL
CELL AG rM
ArF4WVAL FWQ
GRALAW P6
DACXM
N"THM OTW
6"�GARAGE DOOR JAMBS
SCALE- 1 1/2'- 1'-0*
_2X4 SPF 24' 0jC. MAX_
SECURE W/ (2)12ci MAILS
o EA. END
2x 51-00C1,10; BETWEEN TRUSSES
—PER STRUCTURAL DETAILS—
STIFFBACK AT ALL UPRIG;W
PER STRUCTURAL DETAILS
PRE-ENG M. TRUSS
CONT.'2x MAY RUN SECURED PER—/
STRUCTURAL DETAILS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
kPER ELEVATION
If
5/8' GYPSUM BOARD OR 1/2'
HIGH STREWSTH CLG. BOARD
R-4.1 INSULATION
WINDOW ATTAC44MENT AS PER
MANUFACTURES SPECIFICATIONS
REFERENCE
STRUCTURAL
-lx2 P.T. FURRING,
STRIPS a 24* OZ.
1/2, rAyp. WL. 50'
WOOD BASE
FIBERGLASS SWINiGLE9
WITH UNDERLAYTIENT
AS PER FBCR WSJJ.
ROCIF 844EATWINS
TWICIC2,1ESS, AS PER
514EET SNI.
SECURED PER
FASTENER 60-EDULE
MTL, DRIP EDCxE
2x FASCIA PER
ELEVATIONS
VENTED SOFFIT
WALL 644EATWING
TWICAQ,ESS AS PER
SWEET SNL SECURE PER
FASTENER SCHEDULE
ON S+4EET SNL
PRE -EW- CABLE TRUSS
WEEP SCREED
2x P.T. SECURED PER
STRUCTURAL DETAILS
Cm
o-.o- FiN. FLp_,L 0-01 FIN. FLp. 0'-0' FIN, FLM,� lu—_ L 01-01 FIN. FLIP
S C �__ o
. �mu
AND
ROOF SHEATHIWI THICKNESS 15
ROOF SHEATPIWs THICKNESS IS ENGGINEERED PER ASCE 'I -Iry IN
EWsINEERED PER ASCE I-Iro IN
AND Iro0eb.l.
ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH F5CR 2020
4 1TH EDITION, SECTION R301.13 ITH EDITION, SECTION R301.13
(1�_W�WIN�DOW O�PENING� TYP. WALL SECTION TYP. WALL SECTION
�e �NO OPENIWG �� �NO OPENIW-s ��
NOTE: NOTE:
_'�l-STORY HIP BLOCK WALL METHOD TO BE USED FOR THE r5"'\I-STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE
4 INSTALLATION OF: ROOF INSTALLATION OF ROOF
SCALE: 3/4'-I'.V' UNDERLAYTIENT IN ACCORDANCE SCALE, 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE
WITH F5CR e05.111 Or THE F15CR WITH FBCR W5,11.1 OF THE F5CR
2020 ITP EDITION IS *4 UX41CH USES 2020 ITH EDITION 18 04 WHICH USES
(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D22rp
TYPE 11 OR ASTM D486S TYPE III TYPE 11 OR ASTM D486S TY10E I I I
OR TYPE Iv UNDERLAYMENT. OR TYPE IV UNDERLAYMENT.
r' 1
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA A 0003325 1
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ABBOTT PARK
LOT #10
BLK #12
PHASE 94C
P3FtOJECT#
04181.04C-10121
MODICI-
E401
"2828-ENSLEY'
GAPtAGE BIKING:
LEFT
PAGE:
DETAILS
,..160 MPH
A A
No
FPRINT
DATE: 12/07/21
SCALE: 1/4"=l'-0"
SHEET
DI
FIBERGLASS SHINGLES—,
FIBERGLASS SHINGLES
WITH UNDERLAY`MENT
LUITW UNDERLAYMENT
AS PER FI5CR 110S.U.
AS PER FBCR eMJI
ROOF SHEATHING
ROOF: SWF-AT14NG
T14ICKNESS AS PER
TWICIQ�ESG AS PER
SWEET 94L SECURED
SWEET SNL SECURED
PER FASTENER
PER FASTENER
SO
.�-IEDULE
SCA-EDULE
PRE-ENG UXX
PRE-ENGG ILD. TFZr--S--
24' O.C. MAX
IfELEVATORN
24' OZ. MAX.
METAL DFRPJP E
METAL DRIP EDGE
BATT INSULATION
2x FASCIA PER
FZFER TO ENERGY
GALCS FOR VALUES
ELEVATION$
TED
5/8' GYPSUM BOARD
2x FASCIA PER—/
ELEVATIONS
IT
TYP..
OR 1/2' HIGH STRENGTH
CL& BOARD
VENTED—/
IX2 FIRE -STOP
SOFFIT
E
STRUCTURAL
J
-4.1 INSUL.
REFERENCE
STRUCTURAL
UANDOW ATTAC*IMENT
AS PER
MANUFACTURES
SPECIFICATIONS
RENCE
STRUCTURAL
6
3/4' T 4 G eUBFLOOR
1/2' T141M 2
Of j7
GLUED AND NAILED
1/2' THICK 2 COAT�
PORTLAND CZMENT
AS PER NAILING
SC14EDULE
PORTLAND CEMENT
PLASTER APPLIED
PLASTER APPLIED
DIRECTLY TO
DIRECTLY TO
MASONRY
MASONRY
DO FIRE -STOP
IfELEVATION
D(2 FIRE -STOP —
SEE STRUCTURAL
SEE STRUCTURAL —
I IfELEVATION
5/8'GYP&JI 150ARD
OR 1/21 HIGH STRENGTH CLG.
BOARD
oLt!.ER
InLEVATION
tX2 FIRE -STOP
DQ FIRE -STOP
R-4.1 INSUL.
UJINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
-REFERENCE STRUCTURAL
1/2' THICK 2 COAT
1/2' THICK 2 COAT
PORTLAND CEMENT
PORTLAND CEMENT
PLASTER APPLIED
W P.T. FURRING
PLASTER APPLIED
DIRECTLY TO
H1�41/2'
STRIPS * 24' OjC.
DIRECTLY TO
MASONRY
a, cm
MASONRY
GYP. WL, BID.
UJOOD BASE DO FIRE -STOP
DO FIRE -STOP — H lflr//__�_
OA
d)
6
BATT INSULATION
IQ TO ENERGY
CALCS FOR VALUES
5/8' GYPSUM BOARD
OR In' HIGH STRENGTH
C4.G. BOARD
bc2 FIFFE-STOP
R-41 INSUL.
3/4' T 4 G SUBFLOOR
GLUED AND NAILED
AS PER NAILING
SCHEDULE
'TELE—V—ATION
---I fJ-PER
IfELEVATiON
5/6'GYPSUM BOARD
OR 1/21 WIGH STRENGTH
CLG. BOARD
INSUL.
bc2 P.T. FURRING3
SMFbS * 24' OZ.
v cm
92* GYP. IlL. 50.
WOOD 15ASE
WITHOUT WINDOW OPENING
2-STORY FIRST FLOOR BLOCK
SECOND FLOOR BLOCK
SCALE, W4'-I'-V'
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FAX, 407-7744078
www,abdesigngroup.r,om
5
AA #: 000332]
it
— z
lu
'12
lu
0 0
4-1
suDDrv. & Loml
ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
P]FtOJECT#
04181.04C-10121
MODEX.
E401
"2828-ENSLEY'
GARAGE SWMC;:
1 LEFT
PAGE:
DETAILS
160 MPH EXP.
LU �lj j 421
F-1-RINT 12/07/21
DATE:
SCALE:: 1/4"=f-0"
SHEET
�. D 2
Tm
2XG, PT - CENTER OF DOOR HEADER SECURED
Wf (1) In' X V J-DOLT
Wf 4* MIN. EMBEDMENT
W/ 2' X 2' X I*' WAGNER 4 NUT
OR
Wf (2) 14' X V ANCHOR BOLTS
ov 2. x 2. ;Ilwl WAGNER 4 NU"7
TO ELK LIM
14- TARCONG
I w 8-0m. r or_
4' END 016T.
I L,2, EDW DIST.
2XI, �C.O^ACZ 1�� SECURED
W (5) 14' X V J-BOLT OR ANCHOR
BOLTal W/ 4- MR EMBEDMENT. Ulf 2'
X 2- X I,&. WAGNER A NUT. (1) WITHIN
OP OF TOP� (U WITHIN V OP T14E 57M.
(3) EVENLY SPACED.
9
p—
NOTES.
ALL ANCHOR& S44ALL ISE IN ACCORDANCE TO
MANUFACTURERS INSTALLATION INISTFIUCTIONS WH ERE
fi� ba� A� � A��
GARAGE DOOR
rl-'\BUCK ATTACHMENT
\P3
�l —..
2X& IZI
SECURE TO BLOCK We
3/16' TAPCCNS (MIN.
SHAW SIZE 345 MIN.
HEAD SIZE 3M
MIN. EMBEDMENT 1 114')
WITHIN V OF EACH
END 4 W Oj=� MAX
SPACAW.
2X6� =
SECURE TO BLOCK
WK2) 3/16' TAPQ"
(MIN. SHANK SIZE J45
MIN. HEAD SIZE JAM
w cm
MIN. EMBEDMENT 1 1/4')
WITHIN V OF EAC44 END
1/2' DRYWALL
A V Or- MAX SPACM
N4 P.T OR b/4'X4'MR
1/2' DRYWALL
SECURE THM PRAME 4
IP—T.
2)gk 00112
EXTEND I-lf4* INTO
NAILER
SECURE TO BLOCK
OLD= ILV 3/16'
WI(2) 3/16' TAPCONS
P.T. NAILER
TAPCONS
DOOR CASING
(MR SHAW, SIZE J45
1/16, Oba X 41 MIN.
(MR SHANK 5
MR HEAD SIZE 300
�Z�IZE
HIM HEAD 6 E
MIN. EMBEDMENT 1 V49
DOM CASING
MIN. EMISEDI -V4-
WITHIN W OF EAC44 END
WITHIN VOIF EAC44 END
DOOR JAMS OR WINDOW
4 16' Or- MAX
a 10' OIC, MAX SPACING
ATTAC44 TO 2X PER
SPACING�
DO, JAMS OR WINDOW
MANUFACTURES MAIL&
ATTACH TO 2X PER
MAMPACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +3/4" OR +5/4"
OW TO BLOCK +3/4" OR +5/4*
2X4, =
SECURE TO BLOCK Wf
3ft' TAPOONS (MIN.
SHAW SIZE J45 MIN.
HEAD SIZE -14M
MR EMENUXIENT I L14*�
WITWIIN VOr EAC44
END 4 W Or- MAX
6PAC4r.
2)(6, =
SECURE TO BLOCK
WK2) 3/16' TAPCCNS
?MN. SHAW, 81ZE .14b
MIN. WAD SIZE 3W
MIN. EMBEDMENT 1 114')
ILNTWIN V OF EAC44 END
1 1. Of MAX SPACAW-
1/2' DRYWALL
2X& OEIO
El
I'X4
SECURE TO BLOCK
/rP.,-N,ULER
IUK2)3Ab'TAPCONb
(MIN. SHANK. SIZE
iE I'
DOOR CASING
'j14
IZE _
MN. MEAD SIZE 'o
MIN. EMBEDMENT I L149
4
)p
orEACH END
U,,TlHIN.fMAX
DOOR JAMS OR UMCNOW
SPACN'r�
ArTACA4 TO 2X PER
MAMPACnM8 DETAAL&
NOTE, SHIM AS 14EEPED TO PLUMB
JAMS (DO NOT EXCEED VW)
DOOR JAMB TO BLOCK +1 1/2"
B W TO BLOCK +1 1/2"
NOTE; SHIM AS NEEDED TO PLUM
JAMS (DO NOT EXCEED 1/4')
DOOR JAMB TO BLOCK +1 15/16-
2X4,. =
SECURE TO BLOCK Wl
3AW TAPC" (MIN.
SHANK SIZE J45 MR
HEAD SIZE 3"
MIN. EMBEDMENT I V4*)
UT14N V OF EACH
ENE) 4 10' Ojr- MAX
SIPACW.
NOTE� STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
2)(6, cm
TwROUGw NOWSTRUCTURAL
SECURE TO BLOCK
3AW TAPCON MRL 1-1/4'
WK2) 3/16' TAPOONG
IMIN. SHAW SIZE .14!�
ISMISEOM191IT INTO BLOCK
MN. HEAD SIZE 3d*
MIN. EMBEDMENT I V49
WITHIN 8' OF EAC44 END
4 IWOr- MAX SPACW�
1/2'DRYUJALL
2X& CEO
SECURE TO BLOM
I'X4
W/(2) 3/16' TAPCONS
P.T. NAILER
(MIN. SHAW SIZE
=
D OOR CASINO.
MR HEAD SIZE
MR EMBEDMENT I LW)
WlTWI,m,f;ZX!ACW END
, 1'.
SPAC;W-
DOOR JAM15 OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAAL&
NOTE, SWIM AS NEEDED TO PLUM
JAMS (DO NOT EXCEED V49
DOOR JAMB TO BLOCK +2 1/4"
2X4. =
2X4, =
SECURE TO BLOCK
SECURE TO BLOCK V
W/3/16' TAPC4" (MR
L14* TAPCONS (MR
GNAW SIZE .14b MIt
SHANK SIZE J45 MK
HEAD SIZE 300
HEAD SIZE 3W
r-W EMSEDI"'IENT I V4*)
MR EMBEDMENT 1 114')
WITHIN V OF EAC14
WITHIN 0' OF EACH
]*, or
END 4 MAX
END A W OZ. MAX
SPACIN&
SPACW-
2X6: =
2X6, =
SECURE TO BLOCK
SECURE TO BLOCK
WK2) 3/10' TAPCCN6
WI(2) V4* TAPCONS (MIN.
(MR 614AW 64ZF J45
5WANK SIZE JAb MIR
MK WAD OIZE 300
HEAD SIZE 3dW MIL
MIN. EMBEDMENT I V49
EMBEDMENT I V49
WITHIM 8' OF EAC14 END
w cm
WITHIN WOP EACH END
OiC. MAIX S�PAC:Mr�
4 Is, Oj:, MAX SPACING-
Ctu
2X& cm
1/2' DRYWALL
2X& CRIO
1/2' DRYWALL
SECURE TO) BLOCK
SECURE TO BLOCK
� 15
I-AW
1010) 3/16' TAP=C4"
P.T. NAILER
W/(2)1/4'TAPCONS
:
P.T. NAILER
(MIN. SHANK SIZE .14b
CNOCR CASW.
(MIN. SHANK SIZE .10
MIN. HEAD 62ZE 3W
7114')
MIN. WAD SIZE 3dw
7
1/16' OAJS. X WMIN.
MIN. EMBEDtM11ENT 1
MIN. EMBEDMENT I V49
WITH" V OF! ELACIWEND
WITHIN WOF EACH END
DOOR C-ASING
4 IS, , MAX
Ojr
4 W Or- MAX
SPAr-WM. --I--
DOOR JAMB OR WINDOW
SPACNG.
DOOR JAM15 OR WINDOW
ATTACH TO 2X PER
ATTAC44 TO 2X PER
MANUIFACTURES DETAILS.
MAKFACTURE6 DETAILS.
NOTE� SWIM A& NEEDED TO MUM15
JAMIS (DO NOT EXCEED t/4*)
DOOR JAMB TO BLOCK +3*
2X4,
SECURE TO BLOCK LIM
3/16'TAPCONS (MIN.
SHANK SIZE J4b MIN.
HEAD SIZE 13"
MR EMBEDMENT 11/4')
WITHIN 9' OF EAC44
END 4 ID'Or- MAX
SPACW-
NOTEz STNICMURAL 2X MUST 15E
2)W =
ON OUTSIDE A SECURED
SECURE TO BLOCK
THROUG.14 NON-STRIACTURAL.
WK2) 3/16' TAPCONS
3/16' TAPCCN MIN. 1-1/4'
eMK SHAW SIZE 14b
EMBEDMENT INTO BLOCK.
MK 14EAD SIZE 3M
MR EMBEDMENT 1 1/4')
UT14IN V OF EACH END
w CHU
4 W Or— MAX $PACIW.
1/2' DRYWAJ-L.
2X& coo
SECURE to BLOCK
WK2) 3/16' TAJ-CONS
(MK SHANK SIZE J4b
MR HEAD SIZLE30#0
MIN. SM09CMENT 11/4')
WITHIN V OF EACH END
4 15� OJC� MAX
SPACIN&
NOTE, SHIM AS NEEDED TO PLUMB
JAMB (DO HOT EXCEED 1/4*)
I*X4*
P.T. NAILER
DOOR CASW.
2ND 2X SECURE TO STRUCTURAL
MEMBER WI(2)12d WITHIN V
OF EACH END 4 6' TO V OICL MAX
DOM JAM15 OR MOM
ATTAC14 TO 2X PER
MANUFACTURES OETAJLS.
DOOR JAMB TO BLOCK +3"
0���
NOTE� SHIM AS NEEDED TO PLUMB
JAM15 (DO NOT E ED 1/4*)
DOOR JAMB TO BLOCK +3 7/16"
Gmmqw—���
2X4, =
SECURE TO BLOCK W/
1/4' TAPCONG (MIN.
6"�V. 61ZE 346 MIN.
HEAD StZE 33"
MIN. B115EPMENT 11/4)
WITHIN WOF EA04
END A W Or- MAX
SPACM
NOTE: STRUCTURAL 2X MUST 15E
ON OUTSIDE 4 SECURED
2)(6, =
TUROLIG14 NON-OTRUCTURAL
GECXM TO BLOCK
3AWTAPCON MIN. I-V4*
UW2)114, TAPCONS (MR
SWANK SIZE .145 MK
EMBEDMENT INTO BLOCK
HEAD SIZE 300 MIR
r
EM15EDMENT 1 1/4')
a Ej-Lr
QXT141N 8' OF EAC44 END
ND
cm
4 *'Or- MAX SPACING,
W
1W DRYWALL
2XS, OEIIIU
I.X4;"ILER
SECURE TO BLOCK
BLO
PIT.
WK2) 1/4' TAPCONG
I'P.T. X 4' MIN.
(MIN. GWANIK SIZE J4b
MIN. HEAD StZE
7
MIN. EM�MENT 1 114-)
DOOR CA6W.
WITHIN WOF EACH END
0
4 18' Or- MAX
SPACING-
DOOR JAM OR WINDOW
ArTACM TO 2X PER
MANUFAICTUREb DETAJL&
NOTE, SHIM A& NEEDW TO PLUMB
JAM (DO NOT EXCEED 1/4-)
DOOR JAMB TO BLOCK +3 3/4"
H W TO BLOCK +3 3/4'
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAk 407-7744078
www.abdesigngroup.com
L AA #: 0003325
W
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w
0
X
[ stn=M. a&e Loll
ABBOTT PAIROK
LOT #10
BLK #12
PHASE 4C
PIROJECT#
04181.04C-10121
MODET—
E401
"2828—ENSLEY"
GAMAGE OWING -
LEFT
PAGE:
DETAILS
Q60 MPH E;T. C
Q -j
PRODUCT APPROVAL LISTING
SHINGLE (STANDARD)
FL#
MANUFACTURER
CATEGORY
DESCRIPTION
CODE
VERSION
EXPIRATION DATE
11473.9
SIMPSON
SMUCT. COMP.
WOOD CONNECTORS
2020 FBat
IZ131/2021
11473.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FOCR
12/31/2021
21473.10
SIMPSON
STRUC17. COMP.
WOOD CONNECTORS
2020FOCR
12/31/20ZI
20456.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FOCR
12,/8/2023
13872.14
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/3112021
13872.4
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
13872.8
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
IZ/31/2021
13972.7
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2020 FBCR
IZ/31/2021
IM72.12
SIMPSON
STRUCr. Comp.
WOOD CONNECTORS
2020 FBCR
IV31/2021
10456.2
SIMPSON
STRUCr. Comp.
WOOD CONNECTORS
2020 FBat
12/8/2023
10456.10
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
10446.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
Z020 FBCR
12/31/2021
10"7.1
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBat
12/8/2023
10446.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10441*4
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
10/22/2023
11496-3
SIMPSON
STRUCr. COMP.
WOOD CONNECTORS
2020 FBCR
12/31/2021
10960.2
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/8/2023
11496.5
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020FBCR
IZ/3112021
21495.4
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2020 FBCR
12/31/2021
10441.3
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBat
10/72/2023
23904.6
SIMPSON
SMUCT. COMP.
WOOD CONNECTORS
2020 FBCR
W31/2021
10531.20
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
10531.16
SIMPSON
STRUCT. COMP.
WOOD CONNECTORS
2020 FBCR
12/23/2023
10531.9
SIMPSON
STRUCT. COMP.
WOOD CONNECrORS
2020 FBCR
12/23/2023
7473.1
EAGLE PRODUCTS
ROOFING
ROOFTILES
2020FBCR
12/31/2023
32502.1
PLY GEM
PANEL WALLS
SOFFIT
2020 FOCR
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
18644.2
MI WINDOWS & DOORS
FIXED GLASS
2020 FBCR
11/18/2022
17676.10
MI WINDOWS & DOORS
SINGLE HUNG
2020 FBCR
8/28/2022
15332.9
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2020 FBCR
12/31/2024
15353.3
MI WINDOWS & DOORS
WINDOWS
HORIZONTAL MULLIONS
2020 FBCR
12/32/2024
15353.4
MI WINDOWS & DOORS
WINDOWS
VERTICAL MULLIONS
2020 FBCR
12132/2024
17869.1
GLOBAL PROTECnON PRODUCTS
SHUTTERS
STORM PANELS
2020 FBCR
12/31/2021
5678-R5
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
22/31/2039
15279.2
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/21/2028
IS279.2
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2020 FBCR
5/211202B
2395S.1
THERMA4RU
EXT. DOORS
6'-V' EXTERIOR DOOR
2020 FBCR
12/32/2021
23955.4
THERMA-TRU
EXT. DOORS
g'-O" EXTERIOR DOOR
2020 FOCR
22/31/2021
23956.2
THERMA-TRU
EXT. DOORS
6'-S" SWINGING EXT. DOOR W/SIDELITE
2020FBCR
12/31/2021
23956.5
THERMA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR W/SIDEUTE
2020FBCR
12/31/2021
23956.4
THERNIA-TRU
EXT. DOORS
8'-0" SWINGING EXT. DOOR
2020 FBCR
12/32/2021
2046L9
THERMA-TRU
EXT. DOORS
SWINGING single lite Off. DOOR
2020 FBCR
12/32/2021
10758.2
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2020 FBCR
17/31/2024
15216.1
OWENS CORNING - RHINO U20
ROOFING
UNDERLAYMENT
2020 FBCR
12/31/2023
3792.2
LOMIANCO, INC
ROOFING
ROOF VENTS
2020 FBCR
10/4/2025
10477.1
JAMES HARDIE BOARD
ARTISAN
2020 FOCR
12/31/2023
13192.2
JAMES HARDIE BOARD
PLANK
2020 FBCR
12/31/2023
13Z23.2
JAMES HARDIE BOARD
PANEL
2020 FBCR
12/31/2023
19901.1
JAMES HARDIE BOARD
REVEAL
2020 FBCR
12/31/2023
13265.1
JAMES HARDIE BOARD
SOFFIT
2020 FBCR
12/31/2023
30310.1
IKO
SHINGLES
30 YEAR
2020 FBCR
12/31/2024
158.1
CAsTcRETE
STRUCTURAL
UNTELS
2020 FBCR
5/21/2022
FL 15272.1
ALSIDE'2r VINYL SOFFIT
SOFFIT
2020 FOCR
12/31/2023
FL 25272.2 R5
ALSIDE ALLIANCE 'r4'VtNYL SOFFIT
SOFFIT
2020 FBCR
17/31/2023
THIS IS A COMPILATION OF PRODUCY APPROVAL LISTING 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: 11/04/21
1441 N. RONALD REAGAN 81
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www,abdesigngroup. om
AA #; 0003325
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Ill.160 MPH EXP.
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SMALL ISE LAPPED A MINIMLIM OF
6' - VERTICAL LAPS (ROLL
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A"
UT14 FORTISER aw"Tw" TAPE
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(4) KICKOUT
FOR 2 0 ' IIEPAIR OF TEARS
N,,O,.r
DETAIL
WA Wft LAYERS, MARS
MAY ISE PATCMED
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am LATER
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& PAPER DETAIL
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OR CMU
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METAL LATW (FRAME ONLY)
-LAP WRB 4 TAPE OVER
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5'X5' 'L' TYPE CONTINUOUS
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C,V. FINISW (SEE TYP WALL SECTION)
SECTION
PER SECTIO
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.1 ASTM 178T
MRATION
DETAIL (FRAME)
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER *2 (FORTIF15EIR ......
5UILDING PAPER)
METAL LATH X—X—X—x
----------
STUCCO I .'.' _77
WOOD OR -111ro" ZIP WALL
SHEATHING
15ELF-ADPE51VE FLASHING
NOTE:
METAL LATP: LATH TO 5E PER SECTION
R'103.11 / A5TM C-041-14a, MIN, 2.5 L55.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
i"i N ' RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-774-4078
wwwabdesigngroup.com
AA #: 0003325
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MOIDEL.
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GAJFtAGE SVIMG:
LEFT
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WALL
ASSEMBLY
DETAILS
160 MPH EV. gj
IDT I
F—PRINT
DATE: 12/07/21
SCALE: 1/4"=l'—O"
SHEET
WAI
06TALL WSELF-ADHERING
MEMBRANE FLASHING. OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF: NON -MOVABLE
FRAME OF T14E EXHAUST
SECLIENCE OF FLAS14W, TO ISE,
1. BOTTOM. 2. SIDES, 3. TOP
VENT CAP IS TO BE SET IN 15ED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 18 TO BE
TOOLED 50 AS TO DMECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
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Anos
I I
PER SECTION R703.7
EAwlor MMM and
BACKER ROD
Exterior use of portland cement plaster
shall oDmply vvith the application
requirements of ASTM C 92r�l 8b.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-19a,
or ASTM 1787.
WRIB LAYER 11,
STUCCO WRAP
HOODED VENT
J' THICK 3 COAT CZMENT
PLASTER
METAL LATH
UPS LAYER -2. FORTIFIBER
BUILDING PAPER
WOOD SWATHING.
DRYER VENT
(FRAME)
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L:
LAY IFIBER
BUILDING
�METAL LAT14
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SELF-ADHESIVE FLASHING
NOTE:
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R103.11 / ASTM C-64-1-14a, MIN. 2B L56.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
FINISW
-&' SELF ADWESIVE
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UNIT
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ENT PENETRATION
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VERIFY LOCATION
CONSTRLICTION
WOOD SWEATWIW-s
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BUILDIW_% PAPER
J' THIM 3 COAT CEMENT
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Ye' TO Ys' MID -WALL
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(FRAME TO FRAME)
APPLY STUCCO SCRATCH COAT
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CAVITY TO BE FILLED
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APPLY A SILICON
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UM LAYER -1,
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R
BUILD R
METAL LATH
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51EF #4. 1
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(SEE TYPICAL WALL
SECTION)
5TEF #5 6TEF *1ro
(�) ELECTRICAL RECEPTACLE
LATH
1441 N , RONALD REAGAN BLVD,
LONGWOOD, FL32750
PH: 407-774-6078
FAX- 407-7744078
W abdesigngroup.com
wwZ #: 0003325
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MODEZ.
E401
"2828—ENSLEY"
GAJtAGE SWING:
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PAGr_
WALL
ASSEMBLY
I DETAILS
%.160 hjPH EXP.
I PRINT
DATE: 12/07/21
SCAT :1/4"=1'-0"
SEiEET
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WOOD SHEATHN
WOOD
CDNSTRUCTION
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SCALE: I V2'.I'-V'
NOTE:
METAL LATH: LATH TO 5E PER 6ECTION
IR-1031.1 / ASTM C-84-1-14a, MIN. 2.5 1_55.
PER 5Q. YARD (UTILITY OR NOMINAL
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1, RESILIENT
X CHANNEL
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IDITEXTURED 4 PAINTED_,
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VINYL C40RNER BEAD
VNYL CASING BEAD
@D
EXT. WOOD FRAMED
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PRE-ENG'D TRIMS
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WEATHER RESISTIVE
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METAL LATH
WOOD SHEATHING
EXTERIOR GRADE
CRT WALL
J' T14ICK 3 COAT CEME
PLASTER
VINYL
(611011IN FOR CAARIFICATION Or
SEPARATE ACCESSORIES ONLY)
ANTILEVER DRIP
0
EDGE
LEGEND
[)RAINAGE PLANE (LUR5
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WR5 LAYER 02 (FORTIFIBER . . . . . .
5UILDING PAPER)
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SELF-ADPESIVE FLASHING
THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2xl2 HEADER
(SWOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WOOD CONSTRUCITON
RESISTIVE
RESISTIVE
2
T14ICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SWEATWW.
I-EADER/ISEAM
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3' X 3' 26 GA C.&ALv.
METAL DRIP EDGE
SET IN FULL BED Or
SEALANT,)P MINI.
SPACE FROM DRIP
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SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
O.C. MAX.
WRB LAYER M,
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WOOD SHEATHING
METAL LATH
WR5 LAYER 02, FORTIFIBER
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C14CORNER BEAD (& FRAME
A ;-�
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WFQ5 LAYER 9,
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J' THICK 3 C:OAT CEMENT
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-I VxW V FLASHING
N ROOF CEMENT
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SET IN FILL BED OF
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OPT. BACKER ROD.
MODIFIED W
3/4 RESILIENT
HAT C44AWEL
WITEXTURED 4 PAINTED
FINISH -
J* T14ICK 3 COAT CEMENT
PLASTER
LUEAT14ER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
EXTERIOR COLUrN
-COLUMN WEA114NO
V OAF.
I)Vx3L* FLASHING
FULLY EMBED0
'T ED IN
1111 111E
I V X 3' 26 CA GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, Yj' MIK
SPACE FROM DRIP
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK� WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' T1410K 3 COAT CEMENT
PLASTER
METAL LAT14
WOOD SHEATHING
VINYL CMER BEAD (SWOUNI FOR CLARIFICATICN OF
VINYL CASING AD SEPARATE ACCESSORIES ONLY
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
(W/"V' VT Ac;ZT4TW(-_)
WRB LAYI
BUILDIM
METAL LAT14
J' THICK 3 COAT CEP
PLASTER ------- 7
&'SELF-ADPERIWx
WINDOW FLANG_%E
SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIF15cm
BUILDING PAPER
L METAL LATH
(EXPLODED I' THICK, 3 COAT CEMENT
MEW FOR PLASTER
CLARITY)
&ASING BEAD 9 WINDOW
(FRAME, NO BAND)
d N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAX, 407-774AO78
wwwAbdesigngroup.com
AA #: 0003325
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LOT #10
BLK # 12
PHASE 4C
Pptoj.JCCT#
04181.04C-10121
MODMI-
E401
"2828—ENSLEY"
GAJtAGE STrING:
LEFT
PAGFk
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
0
I RMJMOk ABOLQiNM I
V
,, AR NO 93729
F-PRINT 12/07/21 '1
IDATE:
scA.LE: 1/4"=f-0"
S14EET
%. WA3
WOOD SHEATHING3
UIRB LAYER *1 - --------- -----
STUCIC:O WRAP
UIRB LAYER 02, FORTIFIBER
BUILDNG PAPER —
METAL LATH xt
J, THICK 3 COAT CEMENT
PLASTER
FLASHING
VINYL AW_.LED
CASING BEAD
DRIP CAP
WINDOW FLANGE
SHEATHING
WR5 LAYER 01,
STUCCO WRAP
_W BUILDING PAPER
METAL LATH
WR5 LAYER 02, FORTIFIBER
-41EXPLODE-r> J' THICK, 3 COAT CEMENT
VEWFOR PLASTER
IE
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WRB LATER di,
STUC,CO WRAP
WRI5 LAYER 02, FORTIFIBER
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METAL LATH
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PLASTER \ t--
6'SELF-ADHERING
FLASHING — �e
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CAS
(15CF (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER w2, FORTIP15ER
BUILDING PAPER-
9' THICK, 3 COAT CEMENT
PLASTER
VINYL AWGLED
CASING BEAD
vINYL CASING BEAD
WOOD SHEATHING
Y.'GAP TYP J' T141M 3 COAT CEMENT J' THICK, 3 COAT CEMENT
CA51W. BEA0 PLASTER PLASTER
IX TRIM MEMBER TO TRIM METAL LATH SEALANT
STUCIC:0 TO METAL LATH
SIDING TRANSITION UIRIS LAYER 12, FORTIFISER 11
BUILDIW3 PAPER
UJOOD SWEATWING
SIDING
WINDOW FRAME
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WR5 LAYER 01, UNI5 LAYER -1,
STUCCO WRAP STUCCO WRAP E-Z BEAD VINYL CASINIG
(W/%'FLEX15LE FIVC BACKER ROD)
CASING BEAD
ELF-ADWEREING
FLASHING OR PEEL 4 STICK
WRB LAYER M, STUCCO WRAP,
SIDING TO STUCCO
WRAPPED AROUI,,0 FRAMING MEMBER
CASING BEAD
18 &'SELF ADHESIVE FLASHING
(CROSS SECTION)
WOOD SHEATHING
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
BEYC�V
WOM GWEAT14M FOR CLARITY
UgAr.M
------------------------ --------------- ---------------
sow.
URAnER FtEMnVE
6ELp_Az>wlm4& ------------------------------------ ---------------------------------------------
FLASWM
6' W.LF-ADWEIft4G IL
q
FILAWW. ,J� LUEAT14ER FREMTrVE Y4' A T THICK, 3 COAT CEMENT
'Y' PLASTER
q ASIN115EAD
TO ",
STARTEIR STMIR WEATWER RM151TVIE "DOW
BAMaR.2 SEALANT METAL LATH
OR
41, 6' SELF-ADWERM
FLASWW.
GALVD MTAL— GALVV METAL WRI5 LAYER 02, FORTIF15ER
'r
'r PLASWW. FLAGWW.
OR IBUILDIW% PA R
=6'6t%JLATW WINDOW FRAME WOOD SHEATHING
Tpol rl�
c -ADM v
--4--4X XWW'11LATED
Tilum
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OR APMWVW W-ALANT
SIDING TO STUCCO WR5 LAYER 01,
0 BLOCK TO FRAME STUCCO WRAP
ro' WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS,
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WR5 LAYER 01,
RiA61NI6_ __
6TUCCO WRAP
WOM SWEATH , -
UrAneft
SARVER -2
WR5 LAYER w2, FORTIF15ER
X121 ll�'
5ULDING PAPER
WSELF-ACkIMMW.
fLlwww.
METAL LATH
STAWEIR GTIRIP—
J" TPICX, 3 COAT CEMENT
(EXPLODED GALV*
VIEW FOP, PLA5TER 'r FLA
CLARITY) I
CASING BEAD @) RAISED
17A BAND (FRAME)
SCALE: 11/2'zl'-O'
(OW R-E)CIBLE PVC
BAOCER PIM)
6'8ELF-A04-Emtn__
FLAWNG
UEATNEIR
BAPORIER
WFATNEIR
BARRIER
UZATWER RBMTIVE
BAPMER -1 TO LAP
61 MK ABOVE TOP
OF 'r FLASWW.
WEATHEIR PMG*TtVE
BARRIER 9
WEATWEIR R
BAPMER ,E"TIVE
aLALVV METAL
'r FLA814W.
opt
m6APOWR 9 TO LAP
** HIM ABOVE TOP
op,r FLAsww.
pC_LU4,* SPUATED
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06AMEN -1
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BACKEIR RM)
SIDING TO STUCCO \-uJEAgmwFwweTIvE
SAMIUER -2
0 FRAME TO FRAME
@ TRANSITION
E-Z BEAD VINYL CA51NG
2X FRAMING (W/%'FLEX15LE PVC BACKER ROD)
MEMBER v \1 *APPLY FULL BED oF SEALANT BETWEEN
BUILDING fj�� FLANGE 4 BUILDING WRAP
WRAP
-- — --------- — ------ — ------------ — ------ — --------------- — ----- — ------
__�EZ.BEAD WINDOW.CASING
P A
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD OR -111ro' ZIP WALL
SHEATHING
SELF-ADHESIVE FLASHING
1441 N. RONALD REAGAN BLVD
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX 407-7744078
wwwzbdesigngroup.com
AA #: 0003325
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LOT #10
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PHASE 4C
P
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04181.04C-10121
MO]DrJ.
E401
"2828—ENSLEY"
GARAGIC STIMC:
LEFT
PAGM-
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C J
I a
A- A
"O'WAR NO
F-PRINT 'I
t)ATE: 12/07/21
SCALE: 1/4"=I'-O"
SHEET
WA
ANALARS�
.mo
ww Fm MANU—S
1—�.
WN-1— ESM�S—�—E
�T*�W�YS �T— I—SWAT11- SUM
TW�s
ROOF HOOD
VENT DETAIL
3�wa �
TolroplARILY —
FOLD4JP 4 SECURE
WOUNRAWIP (OR
c;UT wouemuelw TUCIC FLAP UNDM
AT 45' ANISAX a WAD
T
T
Hmp4m -r CUT
IN wum~
LINE OF WNXW-
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, \\�,, lllll'�A
APPROVED MOU8011RAP
OVISR SWIFATMW. OVISR ')<�
WD OTUD WALL *-O"E "J. RO TO WX111000
STEP I STEP 2
PLAGWM OVER
NNLM K-ANGME AT
JAI�w
VIMYL HEAP
R-A&IING. ewrm
DN'SIONALING
FLAWIF
INSTALL VKM
CAP
EXTEND PLASW HIM
I- WIXW OLL
KJPCU" K-AAWM
11 NOT SFAL BOTTOM
19N
STEP 6
Al- "I" PLA11100
V Kt. ISOM OF
84.1. MO.
111504ANICIALLY
FADIM PANNED
ROOM (CAP
MARA STAPLEW
INSTALL DUPONT
FLE)GLIRAP AG TI
PLASWIN5 AT TIM
POW MOLSIBURAP
DONN 4 TAPE
DLAGONAL CUT
ACROSIS WAD
IIANDOW
PLUMBING VENT DETAILS
SCALE2 NTS,
pfty %* NOK
F GEALANT AT
OPISR, AND MAD a
PPLY TO BACK OF
INDOSI NALM
�ANI=
'a-PUZILINIF w
a - On SLOTik
*ATALL &'IUDE ADHESIVE -
BACKED FLE)CMILE FLAOMINIS
MATERIAL OVIER DRIP CAP
JOW (PFlOTECtQ-~
ST-20W- - ISQUIV)
STEP 7 STEP 8
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
SCALE:NTS
STEP 4
�T
E
v�y�.
�R ��ES
ROOF VALLEY DETAIL.
SCAI E� Nn
APPLY ON MU (0
EGIUAL) GISALANT -
MAD APPLIED
M.ASNW3 (LAKW
04ITIE-SEAL M-09
on EGIUAL).
&LOPE 8" TO Ex
MIX,
L IT 16 TME CONTACTOPS REISIMCNIMLTY TO VEWY
T14E COMPATIOCITY OF ALL PRODUCTS, WCLUD
GRALANTO 4 SKJ'ADWISMINS
R.ASIMINS MATERIALS, USED CUINNS. 0ONSTPIUCTkX
2. INSITALL ALL MATERIALS PlElt MANUFACTURISIS
BRITTEN GRECIR"TICNO
UMVIINIMS, SEALANTS, MAY REACT ADVERSELY P NOT
COMPATIBLE
NOTE,
CLEAN AND SEAL JAM15 TO SILL JOINTS WITH
DOW It" FOLLOWIW. C4MPLETION Or
EXTERIOR RETFWFIT WORK
NOTE:
REPAIR SCMEM SHOWN SHALL 15E
RIP1.01ENTED AT ALL WINVOWS WITH
EIADENCE OF WATER NTRAION BELOW T14E
WINDOW OPENW.
11127-
SEAL INCTERIOR PERR"IETER Cr-
ISEALANT = fd
NOTF-
L IT 16 TWE WNTACTIORS, RINGPONCIMBILrY TO VERSIFY
7W C40MPATERLITY OF ALL PRODUCTS, INMUDW.
SEALANTS 4 6ELF-AOMER!14�16 R-AOWM rIATMAL6
USED DURING CA"TRUCTION.
2. PLASMM AT EXTERIOR 10114001116 AND DOOR
CN-MW.0 GRALL BE INOTALLED N AGOORDANCE
LM MANUFACTUREI" I*TALLATION INISTRUCTIONS
AID APPROVED METMOD U OF FECC R103A
U IN AODDRDANCZ ON FENE00TRATION
PWAFACTUPWt* 16TALLATION AND KAWW.
MTRUCTION&
UWANING, GEALARM MAY REN-T ADVERSIM.Y r 140T
COMPATIBLE.
WALL FLASHING INSTALLATION
DETAIL (MASONRY)
OCALE, NTS
1"l N. RONALD REAGAN BL
LONGWOOD, FL32750
PH: 407-774-6078
FAK 407-774-4078
�Abdeslgngfoup m
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
PROJICCT#
04181.04C-10121
M0IDZl-
E401
"2828—ENSLEY"
CAP—AGIC STIMM
LEFT
PAGIM
WALL
ASSEMBLY
DETAILS
160 MPH EXP. U
L C
L
NO 93723
ROL AR A.
p _INT 12/07/21
DRA T..
ISCALE: 1/4"=l'-0"
S EET
WA5
2xro SU5-5ANb
W/I'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
1/8' TEXTURED
FIN15W 0 WOOD
1/2' TEXTURED
FINISH a r-MU
METAL FASCIA
WRAP Ys' FROM
STUCCO, I- FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
METAL FASCIA UARAP
2)(6 SM BAND—/ �11
FLAN 5
1/8' TEXTlJRW
FINISH * 111000,
14' TEXTURED
FINISH * cm
METAL LATH
UD00 SHEATHIWa
OR CM
\—UM LAYER 01,
STUCCO URAP(PRAME ONLY)
\_WRB LAYER 02, FORTIF11BER
t I I SUILDIWG PAPER
(FRAME ONLY)
NOTE NOTCH FOR 2Xro
SUB BAND ONLY ROOF KICK OUT REMOVED
FOR CLARITY
I;ZOOF
0/ DECK (BEYOND)
z %0
DRIP EDGE, I' OFF WALL
ZZZZzZz= 2 2 2 2 2 42 424 ZZ2 VNOT INTO STUCCO)
11/8' TE FINISH a
I XTURE
/WOOD, 1/2' TEXTURED
FIN15H 0 CMU
l-- -2x(. SUB -BAND W/I'x4'NOTCH a
END, WRAPPEr,> IN PEEL 4 STICK
rMELEVATION \—METAL FASCIA WRAP V OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
FLAN A
Z7.T.-Jl --lullE --Z 41, "
DRIP EDGE
METAL KICK OUT
PRE-ENG'D TRUSS TO BE CUT 0
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W112d NAILS ro'-5'
O.C. MAX.
2x SU5-5AND W/I�'x4'
NOTCH 0 END
'AL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL @) WALL
.3-
SUB BAND DETAILR WALL
W/KICK-OUT
�ME OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE 50TTOM OF:
DRIP EDGE
2x SU5-15AND
W/%'x4' NOTCH 6
END, WRAPPED IN
FEEL 4 STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
kmE OR CMU
.L KICK -OUT FLAS14ING
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SU5-5AND
WA�'x4' NOTCH a
END, WRAPPED IN
FEEL 4 STICK
-ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. R014ALD REAGAN BLVD
LONGWOOD, FL32760
PH: 407-774-6078
FAK 407-774-4078
www.abdesigng—p
AA #: 0003325
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SUISIDIM. de L071
ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
1pitojzcT#
04181.04C-10121
MOIDEI-
E401
"2828-ENSLEY"
GAVACE SWn4G:
LEFT
PAGIM
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP. C
F—PRINT 12/07/21
DATE:
SCAL.E- 1/4"=l'-0"
SHEET
WA6
15�4'
36")W' 01-0"
OP OF
SLAB-V� �TLAB
4" CONIC.
m
51-o"
T-6.
14'-6"
4" CONC.
wi
17
SLAB w
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E:.2" F&NELE
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VERIFY EXACT
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19
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#3BARS;
T-0- LONG 1
�ff CWC-12x12
W/ 11
IL
--------------
I
EXTEND
SLAB
5 1/2"
0
1 1/2"
- ift,
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3�2"
CHASE
FORELEC
@ ISLAND
Sim.
IA
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V
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x
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L
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j
19'-4"
FOUNDATION PLAN
SCALE: 1/4" = V-0"
3'-4"
FOUNDATION NOTES
1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR
COMPACTING REQUIREMENTS.
2. TOP OF FINISHED SLAB SHALL BE +-0'-0*.
3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
OTHERWISE.
4. REFERENCE ELEVATION +-V-O", SEE SURVEY PLOT FOR NAVD.
5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.
6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE
PROVIDE 1/2'* FELT PAPER AT THE JOINT.
7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL
DRAWINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE
WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS
AND WITH THE MANUFACTURES SPECIFICATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
11.13INDICATES #5 BAR, SINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL
REINFORCING BAR IN CELLS FILLED NTH 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 1#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 402t6O2-16, BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Flm = 2,000 PSI, TYPE"M" OR"T
MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED
T-O" OIC 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
IN6 Wl-4xWl .4 OVER
GENERAL
6 MILVAPOR
COMPACTED FILL
BARRIER
FOOTING SCHEDULE
PROVIDE CORNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30f'LEG
EACH WAY.
MARK
WIDTH
LENGTH
THICKNESS
BOTTOM REINF.
TOP REINF.
T�OF.
SHORT
LONG
FM-12118
iz,
CONTINUOUS
IS,
(2) #5's
(-)01-9'
FMC-1208
iz,
CONTINUOUS
191
(2) #5'.
#5 IN CURB
VARIES
FM-1&18
IS,
CONTINUOUS
16,
(2) #5�.
(-)O--U'
FMC-1608
16,
CONTINUOUS
iEro
(2) #6s
#5 IN CURB
VARIES
TZ_j
SEE PLAN
I.,
(lpgs
#5 IN CURB
CW-12X12
17
CONTINUOUS
1z'
(2) #5�s
(2) #Ss
(+)O'-U'
CWC-lZ(12
17
UOUS
17,
(2) #gs
(2) s
#5 IN CURB
No' -a'
F-24X24
21f'
24.
1
(2) #6s
_(2)#S._
(+)01-9*
FMC-20.18
20"
CONiTNUOUS
3,
-
(2) #51s
VARIES
FM-20.18
20"
CONTINUOUS
fl'.�
-
(2) W.
(-)O'-T
FI-24x24
24-
21'
12,
1 (2) #6.
(2) #5.
(-)0--8'-
i"i N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.corn
L AA #: 0003325 A
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
PROJECT#
04181.04C-10121
MODEZ�
E401
"2828-ENSLEY"
GA1;tAOE SVnNCt:
LEFT
I PACE:
FOUNDATION
PLAN
160 MPH EXP. Cj
F-PRINT 12/07/21
DATE:
SCALE- 1/4"=l*-O"
SHEET
st
3r
FAN. EACH VAY
MONOL11
MONOLITHIC FOOTING
STEEL REINFORCING IN GROUTED
STEEL REINFORCING IN GROUTED
rf
7 CELL SEE PLAN FOR SIZE AND
2 CELL EE PLAN FOR S17E AND
2 2.
.4— SPACING REQUIREMENTS
zs
-c
SPACING REQUIREMENTS
GARAGE DOOR
L
RECESS
%
FM
6 'CMU WALL
ff'CMU WALL
CORNER BARS, SAME SIZE AS LARGER BAR
IN FOUNDATION WITH 30" LEG EACH
0, 94
WAY AT ALL CHANGES DIRECTIONS
-0, 4
TOP OF SLAl_._`$
B
IN
SO THAT THE STEEL REINF. IS CONTINUOUS
rill.
TOP OF SLAB
MATCH AMOUNT OF CONTINUOUS BARS
CURB FOR
EE SLAB SCHEDULE
EXT. FOR H W'CHAMFER ORY
(I-STO
L
VARIES
—SEE SLAB SCHEDULE TOP OF GARAGE
EXT_ R CH SLAS V CHAMFER (1-STORY)
1_
C.NlNIJOUSSTEEL MONOLITHIC
FOOTING REINFORCEMENT SEE SCHEDULE
41* MASONRY
UNITS SET
AT ELEV.
Wl lr2"ISOLATIO 6'CHAMFER (2-ST RY
RE N
14AEWBARQUANTITY
IS,
W, ";� OLATION IT' CHAMFER (2-STORY)
9
JOINT (WHE .0 0
APPLICABLE) ME SCHEDULE
JOINT (WHERE
APPLICABLE) SEE SCHEDULE
'4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING
C
FOR WXD, 13AR SIZE
FOR V*D BAR SIZE
DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST
AN D BAR&AN nTy
N_
NUMBER OF BARS (le, 2 TO 3. PROVIDE 2 BARS), UNO
EXTERIOR MONO -FOOTING
r��EXTERIOR
MONOLITHIC FOUNDATION
RECESS AROUND GARAGE
6ARAG����
CORNER BARS DETAIL
DOOR OPENING
4
SCALE:
(1) #5 REBAR VERTICALLY W/ CONC�
POURED CELL
F, CMU
#4 RE BAR 02,V' O.C. @ CENTER OF
7' STEEL REINFORCING IN GROUTED
2' CELL SEE PLAN FOR SIZE AND
SLAB
SPACING REQUIREMENTS
NEW REINF. BAR
SECUREDW/2-PART
7'CAPPED
EP XY. IN. EMBED
GALVANIZED PIPE
B.'O
LIND
FOLLOW ALL MANF.
WfFLANGE @ BASE
SPECIFICATIONS FOR
"CONCr, REIN W'
F
US AND
E
0
ON
PREPARATION OF
8!'CMU WALL
L
6MfL POLY ETHYLEN
HOLE
VAPOR BARRIER ON
SECURE FLANGE TO
TOPOF
WELL -COMPACTED
SLAB Wl( 4) 114' X 2 114"
CLEAN FILL TERMITE
TAPCONS
TREATMENT SHALL BE
'EE S SCHEDULE
BORA-CARE
4" CHAMFER (1-STORY)
"ISOLATED" COLUMN PAD
'SOLAT -
E OLUNIN PAD
(2) CONT, AM REBAR
6- CHAMFER (2-STORY)
CENTERED UNDER WALL A
CENTERED UNDER WALL AND
POURED MONOLITHICALLY WITH
-2 TH AL
(2) #5 RE13AR ON CHAIRS
FOUNDATION AND SLAB
D"
�EE .EDULE
kD, BAR SIZE
17MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95%
COMPACTED SOIL
AND BAR QUMTM
V RGIN OR ENGINEERED SOIL
lk
SM HEIGHT LESS THAN T-61
ADDING BAR TO
COMBINED EXTERIOR MONO -
EXTERIOR MONO DEEP
MONOLITHIC FOUNDATION
r,__'�FOOTING AND COL. PAD
LAP TOP PLATE A MIN. OF 49'
AND NAIL W/ 16d COMMON
VERIFY HEIGHT
LAP TOP PLATE A MIN. OF 49'
_71
NAILS, 2-ROWS, 4�'O/C BTM
OF WALL PLAN
AND NAIL W/ 16d COMMON
LAP TO OCCUR OVER STUD
NAILS, 2-ROWS, COIC BTM, VERIFY HEIGHT
LAPTOOCCUR OVER STUD OF WALL W/ PLAN
2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING
WALL W/ SYP No2STUDSSEE
2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING
PLANS FOR SPACING. SINGLE
WALL W/ SYP No 2 STUDS SEE
BTM, PLATE TO BE PT
PLANS FOR SPACING. SINGLE
PROVIDE DBL TOP PLATE SECURE BT PLATE TO
BTM. PLATE TO BE PT� SECURE BT. PLATE TO
SLAB W/10d MASONRY
PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL
NAIL 1701C STAGGERED.
12'0/C STAGGERED.
ADDITIONAL METAL
ADDITIONAL METAL
CONNECTORS NOT
CONNECTORS NOT
REQUIRED WHEN NO
REQUIREDWHENNO
UPLIFT IS PRESENT
UPLIFT IS PRESENT.
POURED UNTEL CONT. (TYP,)
SLAB SC EDULE
8" CMU FILLED CELL (TYR)
fSEE
Dl
��P
SLAB SCHEDULE
2X WALL FRAMING
OF SLAB
r,9EE
1(2" DIA SIMPSON ST132 BOLTS S"
_"_0
Oi;.P OF SLAB
MINIMUM EMBEDMENT INTO
GROUTED rELL, IV' FROM ENDS AND
1'. 0 C VERTICALLY MAX
SEE SCHIDULE
ED, ED, SEESCHEDULE
FOR MO. BAR SIZE
AND BAR QUANTlY
FOR MID ' BAR SIZE
tj,
I AND BAR QUANTITY
r:`\�INTERIOR CURB FOUNDATION WOOD WALL
INTERIOR FOUNDATION WOOD WALL
INTERIOR FRAME BRIG WALL TO
D91N!��SCALE (NO UPLIFT)
1441 N , RONALD REAGAN 81
LONGWOOD, FIL 32750
PH: 407-774-6078
FAk 407-774-4078
www.abdesigngroup.com
AA 111: 0003325
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
PROJECT#
04181.04C-10121
MODW.
E401
"2828-ENSLEY"
GARAGE STIMCI:
LEFT
PAGE:
DETAILS
160 MPH EXP.
A, A
NO
mmm"
F—PRINT 12/07/21
DATE:
SCALE: 1/4"=l'-0"
SHEET
Sl. 1A
FIRST FLOOR DOWEL PLAN
SCALE: 114"= V-0"
1441 N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.com
AA #: 0003325
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
IPROJECTiP
04181.04C-10121
MODMI-
E401
"2828—ENSLEY"
GAMAGE STrMG:
LEFT
"'hRST
FLOOR
DOWEL
PLAN
160 MPH EV. Cof
OR
FMAND A. ABOMMMA
L AR NO 9V23 I A
12/07/21
SCAJ�E: 1/4"=I'—O"
SHEET
I S1.2
TIE VERTICAL REBAR
To HOR'-T'ONAL
RE._ _' '.. ..I,
ROUTED BOND EAM
TIE 'RT"' REBAR
VARIES PER ELEV.
-ro
—t—:
7T7
TO -RIZ�NTAIL
RE..R W '.. .I,
GROLITE. -11. BEA.
2�
.k VARIES PER ELEV.
#5 BARS
-K
15
16
111" HOOK
I J1. I
CLEM OUT REQUIRED
FOR INSPECTION
FIN
A TA�ORTIl :A�
TO HORIZONTAL
FE
REBARWtlY'HOOK
13AR SIZE] 48 BAR DIA-
14
m
#3 19,
#4 2
CMU UNIT DIMENSIONS
A RE NOMINAL SIZES
#5
#6
OFFSET METHOD
CONTINUOUS FSARS-T48 BAR DA
1 #3 ig.
<
#7
METHOD
#4 24"
16 MASONRY SYMBOLS
HORIZONTAL/VERTICAL
HORIZONTAL/VERTICAL
31'
3 SCALE: 34'=T-O"
SC!
NEW REINF BAR
SECURED Wl 2- PART
EPDXY. MIN. EMBED
6", UNO
FOLLOW ALL MANF.
SPECIFICATIONS FOR
US E AND
PRE PARATION OF
HOLE
STEEL REINF. OF
BOND. BEAM
ADDING BAR TO
BOND BEAM
A
SCALE 31N*=l'-U'
r
Il N. RONALD REAGAN B1
LONGWOOD, FL 32750
PH: 407-774-6078
FAX, 407-7744078
www.abdesigngroup.com
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
IPROJZCT#
04181.04C-10121
moDmr-
E401
"2828-ENSLEY'
GAMAGE SIWMG,
LEFT
PAGF.
DErAILS
Q160 MPH EXP. j
A. A
NO
FIPFtINT =7
DATE: 12/07/21 '
scALm: 1/4"=l'-0"
SHEET
Sl. 2A
�% 'A
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 M (8) 10d x 1 112"HDG NAILS, WOOD TO WOOD:
SIMPSON HIOA 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. UNTELS 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 UNTELS.
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 ENGINEERS REVIEWAND
APPROVAL.
10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36,.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 9-0-, FINISH FLOOR. UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
&
DIESCIRIPT"N
REMARK
N4SUE
(2) 2X8
I
BEAM SCHEDULE
ZZURM
INDICATES OPENING BELOW/ TO.B. =TOP OF BEAM/ B4O.L� =BOTTOM OF LINTELIT.O.A. =TOP OF ARCH ITO.S =TOP OF SLAB
ABBREVIATIONS
E E = EACH END, O/C = ON CENTER, RES = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
rc
(P-0
SIZE
wlxH
REINFORCEMENT
STIRRUPS
REMARKS
BTW
TOP
I MI.
SIZE
SPACING
BBI
MASONRY
3000
8xI6
—
1
NIA
—
GROUTED SOLID
BS2
MASONRY
3000
axe
—
�'j�n
NfA
—
GROUTED SOLID
SEE SHEET
S2.2A FOR
SAFE LOAD TABLES
FIRST FLOOR LIFT BEAM PLAN
SCALE, 1/4" = V-0"
Li44iN RONALD REAGAN BLVD
' NA
LONGW-00D, FL 32750
P p _'
H: 407-774-6078
FAX: 407-7744078
wwwAbdesigngroup.com
A AA .
A #: 0003325 90
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
PIROJMCT#
04181.04C-10121
MODET.e
E401
"2828-ENSLEY"
GAItAGE STFMG:
1 LEFT
IPAGIC.
FIRST FLOOR
LIFT BEAM
PLAN AND
NOTES
160 MPH EXP.
#5 CORNER BAR W/ 3W LAP FOR EACH
COURSE OF BOND BEAM
VERTICAL REBAR W/ 1WHOOK
3(r TYPICAL
#5 BAR IN BOND BEAM
OPEN FACE SHELL SO
AS TO ALLOW BENT
BAR TO BE PLACED IN
UPPER AND LOWER
SONDBEAM
CORNER
REINFORCING OF BOND BEAM
SCALE 3fV=V-O"
CORNER BARS
AT CORNER STEP
1441 N , RONALD REAGAN B1
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup. m
AA 0. 0003325
2. IF BOTTOM STEEL 1
3. PLACE MASONRY U
PLACE STEEL HEIGHT
REINFORCING (1-2) 4, THE LAST COURSE
AS DEPICTED HEREIN. STRUCTURE. A DOUB
TWO COURSES ARE
5. SHOULD THE DOU
COURSE OF BOND BE
REINFORCINGFORT
TOP OF THE LINTEL.
N C MPOSITE
Eu.
F FILLED W/ GROUT
& U UNFILLED
NOMINAL # OF #5'S IN 2ND BOND
WIDTH BEAM CI3URSE
K. I —lT/1 IAI�B
6
NOMINAL
HEIGHT #OF #5-S TOP
IT IS THIS E GINEER'S INTENT BOND BEAM COURSE
THAT XFXX - ITil MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM
ANDXFXX.IT XIS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL
IT IS THIS ENGIN ER'S INTENT
A 0 XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL
NOTES TO THE INSPECTOR/CONTRACTOR TYP. W'W'
I PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
S REQUIRED PLACE #5 BAR IN LINTEL.
NITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
LE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9�1161
OLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM
AM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
MASONRY BEAM 15 TO BE NOT LESS THAN 19'DEEP.
WINDOW
PRE -CAST
WINDOW
SILL
SLOPE
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
SX16 OBL BOND TOP OF-$,
'). M
BEAM W/ ( BAR BOND BEA
EACH COURSE
&8 BOND BEAM TOP 0
W/ (1) #5 BAR BOND MAIO—
GROUT SOLID FROM 4TOP
LINTEL TO TOP OF BOND OF OPENING
BEAM, IF FILLED LINTEL
SEE NOTE 5
8x8 PRE -CAST CONCRETE
(1) #5 BAR
LINTEL W/ (1-2) MASONRY
LENGTH OF BAR = WIDTH OF BEAM DESIGNATION
OPENING - 2"
OR
8.8 PRE -CAST CONCRETE
LINTEL, W/O STEEL (LI) REFER
To PLAN FOR LOCATIONS
E.
SINGLE #5 CORNER ---------
BAR, 3Ox3O TURNED Up
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND.BEAM
rf4- PROVIDE #5 BAR
EACH SIDE
OF ELEVATION
ONO BEAM CHANGE
STE =L REINF. OF
B
CHANGEIN
ELEVATION OF BOND BEAM
MIXISECTION FASOMSPACM
d. =Z'MIN. 2 J� MAX
2 t MIN. r MAX
�'MIN. 2 k MAX
ed fMIN, 2 j- MAX
d. =TMIN, 2 J'MAX
2 i'MIN, 9" MAX
(2) 2z$ �'MIN, 2 � MAX'
k MIN, 2 J"MAX
d. =2" MIN, 2 t'MAX
% 2 ?'MIN, 9"MAX
(2)2it % MIN, 2 � MAX
ed MIN, 2 �'MAX
'MUST HAVE 2 OR MORE LONGITUDINAL
ROM OF NAILS
NOTE
ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 �- OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE
d.= END DISTANCE
, z SPACING BETWEEN ADJACENT FASTENERS
INAROW
� = SPACING BETWEEN ROWS OF FASTENERS
e, = EDGE DISTANCE
DOUBLE STUD W/ 10d NAIL ATTACHMENT
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ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
2. IF BOTTOM STEEL 1
3. PLACE MASONRY U
PLACE STEEL HEIGHT
REINFORCING (1-2) 4, THE LAST COURSE
AS DEPICTED HEREIN. STRUCTURE. A DOUB
TWO COURSES ARE
5. SHOULD THE DOU
COURSE OF BOND BE
REINFORCINGFORT
TOP OF THE LINTEL.
N C MPOSITE
Eu.
F FILLED W/ GROUT
& U UNFILLED
NOMINAL # OF #5'S IN 2ND BOND
WIDTH BEAM CI3URSE
K. I —lT/1 IAI�B
6
NOMINAL
HEIGHT #OF #5-S TOP
IT IS THIS E GINEER'S INTENT BOND BEAM COURSE
THAT XFXX - ITil MIOB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM
ANDXFXX.IT XIS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL
IT IS THIS ENGIN ER'S INTENT
A 0 XUXX - lT/lM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED
LINTEL
NOTES TO THE INSPECTOR/CONTRACTOR TYP. W'W'
I PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM
S REQUIRED PLACE #5 BAR IN LINTEL.
NITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING
WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND
LE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST
BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 9�1161
OLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONDBEAM
AM IS OMITTED AND A LINTEL IS PLACED. THE STEEL
HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE
MASONRY BEAM 15 TO BE NOT LESS THAN 19'DEEP.
WINDOW
PRE -CAST
WINDOW
SILL
SLOPE
TYPICAL MASONRY WINDOW
SILL CONSTRUCTION
SX16 OBL BOND TOP OF-$,
'). M
BEAM W/ ( BAR BOND BEA
EACH COURSE
&8 BOND BEAM TOP 0
W/ (1) #5 BAR BOND MAIO—
GROUT SOLID FROM 4TOP
LINTEL TO TOP OF BOND OF OPENING
BEAM, IF FILLED LINTEL
SEE NOTE 5
8x8 PRE -CAST CONCRETE
(1) #5 BAR
LINTEL W/ (1-2) MASONRY
LENGTH OF BAR = WIDTH OF BEAM DESIGNATION
OPENING - 2"
OR
8.8 PRE -CAST CONCRETE
LINTEL, W/O STEEL (LI) REFER
To PLAN FOR LOCATIONS
E.
SINGLE #5 CORNER ---------
BAR, 3Ox3O TURNED Up
OR TURNED DOWN INTO STEEL REINF. OF
FILLED CELL BOND.BEAM
rf4- PROVIDE #5 BAR
EACH SIDE
OF ELEVATION
ONO BEAM CHANGE
STE =L REINF. OF
B
CHANGEIN
ELEVATION OF BOND BEAM
MIXISECTION FASOMSPACM
d. =Z'MIN. 2 J� MAX
2 t MIN. r MAX
�'MIN. 2 k MAX
ed fMIN, 2 j- MAX
d. =TMIN, 2 J'MAX
2 i'MIN, 9" MAX
(2) 2z$ �'MIN, 2 � MAX'
k MIN, 2 J"MAX
d. =2" MIN, 2 t'MAX
% 2 ?'MIN, 9"MAX
(2)2it % MIN, 2 � MAX
ed MIN, 2 �'MAX
'MUST HAVE 2 OR MORE LONGITUDINAL
ROM OF NAILS
NOTE
ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 �- OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE
d.= END DISTANCE
, z SPACING BETWEEN ADJACENT FASTENERS
INAROW
� = SPACING BETWEEN ROWS OF FASTENERS
e, = EDGE DISTANCE
DOUBLE STUD W/ 10d NAIL ATTACHMENT
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ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
CHANGEIN
ELEVATION OF BOND BEAM
MIXISECTION FASOMSPACM
d. =Z'MIN. 2 J� MAX
2 t MIN. r MAX
�'MIN. 2 k MAX
ed fMIN, 2 j- MAX
d. =TMIN, 2 J'MAX
2 i'MIN, 9" MAX
(2) 2z$ �'MIN, 2 � MAX'
k MIN, 2 J"MAX
d. =2" MIN, 2 t'MAX
% 2 ?'MIN, 9"MAX
(2)2it % MIN, 2 � MAX
ed MIN, 2 �'MAX
'MUST HAVE 2 OR MORE LONGITUDINAL
ROM OF NAILS
NOTE
ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 �- OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE
d.= END DISTANCE
, z SPACING BETWEEN ADJACENT FASTENERS
INAROW
� = SPACING BETWEEN ROWS OF FASTENERS
e, = EDGE DISTANCE
DOUBLE STUD W/ 10d NAIL ATTACHMENT
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ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
MIXISECTION FASOMSPACM
d. =Z'MIN. 2 J� MAX
2 t MIN. r MAX
�'MIN. 2 k MAX
ed fMIN, 2 j- MAX
d. =TMIN, 2 J'MAX
2 i'MIN, 9" MAX
(2) 2z$ �'MIN, 2 � MAX'
k MIN, 2 J"MAX
d. =2" MIN, 2 t'MAX
% 2 ?'MIN, 9"MAX
(2)2it % MIN, 2 � MAX
ed MIN, 2 �'MAX
'MUST HAVE 2 OR MORE LONGITUDINAL
ROM OF NAILS
NOTE
ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 �- OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE
d.= END DISTANCE
, z SPACING BETWEEN ADJACENT FASTENERS
INAROW
� = SPACING BETWEEN ROWS OF FASTENERS
e, = EDGE DISTANCE
DOUBLE STUD W/ 10d NAIL ATTACHMENT
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ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
NOTE
ADJACENT NAILS ARE DRIVEN FROM
OPPOSITE SIDES OF THE COLUMN
ALL NAILS PENETRATE ALL
LAMINATIONS AND AT LEAST 1 �- OF
THE THICKNESS OF THE OUTERMOST
LAMINATION
WHERE
d.= END DISTANCE
, z SPACING BETWEEN ADJACENT FASTENERS
INAROW
� = SPACING BETWEEN ROWS OF FASTENERS
e, = EDGE DISTANCE
DOUBLE STUD W/ 10d NAIL ATTACHMENT
lu
Z-
re
A
;;Pw ul
to
0
[BUDDIV. a w7l
ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
[BUDDIV. a w7l
ABBOTT PAIR&
LOT #10
BLK #12
PHASE4C
PROJECT#
04181.04C-10121
MODEL.
E401
2828—ENSLEY"
GARAGE 8VrMG:
LEFT
PAGE:
DETAILS
160 MPH EXP. C
LE
[ PRINT
DATE: 12/07/121]
SCAL.E: 1/4"=f-0"
SHEET
S2. IA
—#5 MIN. REQUIRED IN
EACH CELL HOOKED IN
TOP BOND BEAM Wl
STANDARD ACJ HOOK
"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
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
PE
------T,
LENGTH y
8U8
818-0B
VtS-ITJDB
MITIOB
V24-MOB
VA-ITIOB
VR-ITM
TYPE
LENGTH
&'B PLAIN
818 SOLID
—___TYPE
LENGTH
LENGTH
&WIT
VIO-IT
81204T
817A-IT
OrWIT
aW-IT
as -is
aflO -IT/18
MIT118
N24-ITAB
N28-IT116=4VIB
Own
ams -zr
wo -zr
&24 -zr
mw
- -zr
&j2
3'-6* PRECAST
1436
952
3l14
4217
5321
6425
7531 1
34r PRECAST
689
1024
Y-w PRECAST
i5ee
3524
4394
5263
6132
7001
2465
OM
6385
TMB
9031
-IWW
1569
3524
4394
sm
W32
7001
4W PRECAST
1065
700
2305
3125
3N5
4765
M87
4W PRECAST
514
763
4W PRECAST
1363
3060
3815
451`0
5=5
1961
6113
7192
6524
7627
8751
1363
3000
3815
45M
=5
GD79
,V-6' PRECAST
819
533
17M
2400
3033
36M
4300
4W PRECAST
398
591
4W PRECAST
1207
2582 .
3375
4043
4711 ,
5379
1 105
1 5743
7
6752
6541
7565
1207_
2707
3375
4043
4711
6379
51-Ir PRECAST
931
1247
1999
25W
3123
36M
4M
5*-4" PRECAST
411
411
6-4" PRECAST
1018
1806
2374
29"
3613
4W
1319
4460
6
7196
7342
sm
6259 1
1016
2276
25M
3m
3961
4084
T-W PRECAST
817
1024
1631
t2090
2549
3009
3470
51-10" PRECAST
340
339
T-10" PRECAST
909
1499
1971
2443
2915
3387
lial
3693
5sn
60M
6548
5776
on
2080
2593
3107
3620
4133
6W PRECAST
892
1139
3227
3031
3707
4=
5061
6'-6- PRECAST
410
721
V-r PRECAST
8216
1201
1578
1955
2332
2709
1139
3227
598
4598
7064
IM00
am
635
law
2329
Z790
3251
3712
r-w PRECAST
—
570
935
2498
2205
26M
3191
3685
'r-w PRECAST
30
W
r-r PRECAST
716
900
1181
1462
1743
=5
938
24M
34M
4864
7067
6472
M
1624
2025
2426
2827
3=8
9-4- PRECAST
428
633
1593
2204
2481
2818
ml
w4" PRECAST
192
384
g-4* PRECAST
454
506
767
948
1129
1310
09
1674
2298
3D81
4099
4899
572
1318
1643
19eg
2164
2519
iv-w PRECAST
388
497
1247
IM
1904
2163
2028
loW PRECAST
151
301
IV-61 PRECAST
356
466
612
755
899
1042
550
14(F7
1897
2781
3222
3784
5D4
1180
1472
1763
1710
1989
1114, PRECAST
330
544
1312
1742
2252
2888
MID
1114, PRECAST
132
417
1 l-4" PRECAST
4W
406
5w
653
777
an
544
1312
1742
2252
28M
3652
406
1042
1372
1643
1470
iz-v PRECAST
308
OR
1210
1596
2048
25M
3191
12'-0' PRECAST
ill
370
0
E
17-W PRECAST
383
366
476
587
898
-171-0--
783
6D7
1210
150
2D48
2596
3171
440
940
1300
1560
1314
1476
13W PRECAST
270
433
1045
1365
1732
2157
2535
ly4" PRECAST
82
298
98
IIT41 PRECAST
308
303
393
484
576
414
1045
1365
1732
2310
2805
396
M
1067
1312
1071
1203
I'V-V PRECAST
254
388
978
1272
INS_
1988
2279
W-O" PRECAST
71
m
lV4r PRECAST
Z79
Z78
no
"3
528
609
390
978
IM
Iwo
1950
zm
378
717
981
1192
975
1133
11'r-w PRESTRESSED
N. P,
NR
NR
NR
NR
NR
NR
14W PRESTRESSED
N.R.
283
14'4r PRESTRESSED
239
422
506
625
746
865
456
1079
1429
1824
2277
2712
246
663
ow
1237
1474
1715
W4, PRESTRESSED
N. R.
NR
NR
NR
HR
NR
NR
15'4* PRESTRESSED
N. R.
262
164, PRESTRESSED
224
387
464
674
684
793
412
1014
1340
1703
2118
2513
230
Ole
908
1134
1363
1572
IIT4� PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
lr-4' PRESTRESSED
N. R.
183
IT-4' PRESTRESSED
187
326
365
451
587
GOD
300
856
1121
1413
1739
--i�7—
192
506
72D
501
1135
1312
19'-4" PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
IIY-4" PRESTRESSED
N. R.
148
19'4' PRESTRESSED
162
256
348
430
513
595
236
736
959
12DO
1467
1716
lee
429
623
803
950
1098
21'4' PRESTRESSED
N.R.
NR-
NR
NR
NR
NR
NR
21'-4" PRESTRESSED
N.R.
125
21W PRESTRESSED
142
219
308
381
454
5Z7
ISO
598
833
1038
Iles
1468
142
373
537
ODD
als
943
2Z-W PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
PRESTRESSED
N.R.
116
274r PRESTRESSED
137
226
=
I W
428
W
165
550
784
992
1203
1381
137
368
513
659
T79
9w
24'4r PRESTRESSED
N.R-
NR
NR
NR
NR
NR
NR
24�-O' PRESTRESSED
N.R.
91
24'-0* PRESTRESSED
124
174
1 245
302
1
360
418
1-29
—450
654
824
1014
1147
124
319
1 465
581
687
793
-ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES"BY QUALITY 2018 EDITION, LOTTS MAY 2016 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
1441 N , RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FA)L- 407-774-4078
www.abdesigngroup.com
L AA M 0003326
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ABR
LOT #10
BLK #12
PHASE 4C
I rr.
PROJECT#
04181.04C-10121
MODEM
E401
"2828—ENSLEY"
GARAGE BTnNG:
LEFT
PAGE.
SAFE LOAD
TABLES
160 MPH EXP.
F—PRINT 12/07
DATE: L�/wc,121
SCALE: 1/4"=f—O"
SHEET
�S 2. 2 Aj
FRAMING NOTES
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9) 10d x I 1/2"HDG NAJLS.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD:
SIMPSON HIOA OR LGT2 W I Od x 1 1/2" HOG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE,
CONNECTERS ARE TO BE GALVANIZED.
6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE
CONCRETE UNTELS.
7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENING&
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 REVIEWAND
APPROVAL.
10. PLACE 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HiLTI X�ZF, POWDER ACCTUATED
FASTENER, ZF 72 PBS36,.177" * x 2 7/8" LONG, WITH WASHER @ 16"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 MMUFAMRER / ENGINEER NOTES:
I ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE
FABRICATED Wl 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.
41 AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COUJMN.
MAINTAIN AT LEAST WFROM THE CENTER OF THE COLUMN. I
r- — — — — — — — -
: FIRE
.tF2�.S:O
L- — — — — — — — -
3/4" SUB---�
FLOOR X4 NAILER
FOR DRAFT
PR&ENG.��m -VTOP
FLR. TRUSS W-
ELEV. VIE
PRE-ENG. Fl-R. JOISTS
3/4"PLYWOOD------i
DRAFT STOP I
PRE-ENG. FLR. JOISTS-N,
2X4 NAILER FOR
DRAFT STOP
314" PLYW002�
DRAFT STOP
PLAN VIEW
DRAFT STOP
DETAILS
FIRST FLOOR FRAMING PLAN
SCALE: i/4"= V-0" 1-50197—
HU48
It N. RONALD REAGAN 81
LONGWOOD, FL32750
PH: 407-774-6078
FAX- 407-7744078
www.abdesigngroup.com
AA #: 0003326
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r8U13DrV. a. LOTN
ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
PROJMCT#
04181.04C-10121
MODEX.
E401
"2828-ENSLEY"
GAMA03C SVfMo:
LEFT
PACE:
FIRST FLOOR
FRAMING
PLAN
%160 MPH EXP.
I PRINT
DATE: 12/07/21
SCALE: 1/4"=l'-0"
SEIEET
S3
A�l) SIMPSON HETA16 TRUSS ANCHOR WITH
(9) 10d x 1 J'NAILS TO TRUSS
B�2) SIMPSON HETA16 TRUSS ANCHOR WITH
(12) 16d x 1 J'NAILS TO TRUSS
DBL STRAP, 1 EACH SIDE WRAPS UP AND
OVER TRUSS (NOT SHOWN)
C-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH
(16) 10d x 3 J'NAILS TO GIRDER AND
(2) SIMPSON HETA16 TRUSS ANCHORS
WITH (12) 16d x 3 � NAILS TO GIRDER
lx2,2x WOOD FASCIA
SEE ARCHITECTURAL
2K SECUREDW/(3)16d
GALV. COMMON NAILS.
1)QSECUREDW/lOd
GALV. COMMON NAILS
170ic
MASONRY BOND BEAM
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFIWALLIFLOOR
SHEATHING
FASTENER SCHEDULE'
NOTE: A PT SYP #2 Z'x 4',
ff', 8" x IV-U'MAY BE ADDED
W/ 10d NAILS, 2 ROWS. 3"
O/C TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE TRUSS
ANCHOR REQUIREMENTS.
ENGINEERED WOOD
TRUSSES Q 24" OIC,
SUBMIT SHOP DRAWINGS
FOR REVIEW
AND APPROVAL
A ALLOWABLE UPLIFT U:1810 LBS, L770 LBS (1 PLY)
B ALLOWABLE UPLIFT U 2365 LBS, L1430 LBS (2 OR 3 PLY)
C ALLOWABLE UPLIFT U 2705 LBS (2 PLY)
Rla lb lc TYPICAL TRUSS/ SCALE: 34"=T-01'
G� GIRDER CONNECTOR(S)
SECURE I -JOIST TO TOP PLATE
IW (2) 12d TOENAJLS
DOUBLE TOP PLATE
- Z0 OR 216 WOOD BEARING
WALL Wl SYP N. 2 STUDS SEE
PLANS FOR SPACING. SINGLE
STM. PLATE TO BE PT.
PROVIDE DBL TOP PLATE
ahousm
THICKNESS
4500
31VI WOOD PANELS
6000
(2)-1/2" WOOD PANELS
60
(2) 1/2- WOOD PANELS
90
2xLUMBER
3/4.'T & G SUBFLOOR GLUED AND
SCREWED AS PER SCHEDULE
PRE-ENG kJOIST
5/8" GYPSUM BOARD OR lr7HIGH
STRENGTH CLG BOARD
PROVIDE BLOCKING
1/2, GYP. WIL Bo�
SECURE BT. PLATE TO
SLAB W/10d MASONRY NAIL
170/C STAGGERED.
AD TTIONAL METAL
CONNECTORS NOT
REQUIRED WHEN NO
UPLIFT IS PRESENT
r,_'-�WOIST CONNECTION @ L.B.W.
�,��E: 314"=1'4' (NO UPLIFT)
--NOTCH DEPTH 1/4*D
HOLE EDGE >��
HOLE DIAMETER
2/5'D SGL STUD
OUTER 1/3 OF
SPAN ONLY
HOLE EDGE 5/8"
ol
BTM "—HOLE DIAMETER
PLATEN ..L. ST..
STUD NOTCHING
AND BORING LIMITS
0 2N' OIC, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
(1) SIMPSON HETA16
TRUSS ANCHOR WITH
(9) 1 Od . I J'NAILS TO
GIRDER. PROIADE 5!'
MINIMUMCONCRETE
EMBEDMENT. USED IN
CONJUNCTION WITH
HEAVY UPLIFT
CONNECTOR
lx2, Zc WOOD FASCIA
SEE ARCHITECTURAL
2.SECUREDV
GALV. COMMC
1.2 SECURED W/ 10d
MASONRY BONO
GALV. COMMON NAILS
BEAM
12.0/C
SEE SCHEDULE
PLYWOOD SHEATHING, SEE
"ROOFANALU'FLOOR
SHEATHING
FASTENER SCHEDULE'
NOTE: A PT SYP #2
6', 9' x W-O"MAY BE ADDED
W/ 10d NAILS, 2 ROWS, 3!'
OIC TO FACILITATE ONE
ADDITIONAL PLY MAX. TO
ACCOMMODATE GIRDER
TEDOWN REQUIREMENTS.
A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN
WITH (4) ir x S'TiTEN HD TO CMU AND (12) SDS
�'x 2 j TO GI DER
EHJ)S�MPSOR
N FGTR GIRDER TIEDOWN WITH
(2) ? x S'TITEN HD TO CMIJ AND (18) SIDS J'x
T. TO GIRDER
C42) SIMPSON FGTR GIRDER TIEDOWNS WITH
(2) J'x 6riTEN HD TO CMU AND (18) SOS J'x 3'
SCREWS TO GIRDER (EACH TIEDOWN)
ENSURE T14AT CELLS ARE GROUTED
SOUD, WEACH WAY OF BOLTS
A ALLOWABLE UPLIFT 3285 LBS (2 OR 3 PLY)
8 ALLOWABLE UPLIFT 4725 LBS (2 PLY MIN.)
C ALLOWABLE UPLIFT 8885 LBS (2 PLY MIN)
S2a 2b 2c TYPICAL ROOF
S(i)GIRDER CONNECTOR(S)
SERIES
BACKER RCCK
TH"00S
PANELS
PANELS
0 PANELS
9 220GAUGE
lr2.H0TG.COMMONNA,l_S.
4111
314' WOOD
OE�HE . TAL OF 10
6000
(2)112 WOO
60
(2) Ir2l WOO
.\WITIA
90
2x LUMBER
LVL/Il.IST WITH
BACKER BLOCK
I
.14 Wl ." IR WITH
MIN. 7- EMBEDMENT
TO, SLAB 9 (18) 16d x
2-11'NAIL' TO PSTL�
POST TO SIT DIRECT
ON SLAB
I
----------- I
/—,-'\LVUWOOD POST CONNECTIONS
A - SIMPSON IUS1.81116 G � 1400 LBS, U < 70 LBS Wl (2) 31,f'* WEDGE-BOLT/J-BOLT, 5"MIN.
EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
B - SIMPSON IUS2.37116 G < 1400 LBS. U � 70 LEIS W1 (2) 3/4- WEDGE-BOLT/J-BOLT, 9'MIN.
EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241
C - SIMPSON MIU3.56/16 G � 2900 LBS. U < 210 LBS Wl (4) 31,Vl WEDGE-BOLTIJ-BOLT, 6' MIN,
EMBED (24)16d GALV, COMMON NAILS TO HEADER AND (2) 10dxl-l/Z'GALV. NAILS TO JOIST
FL#17241
D - SIMPSON HHUS7.25/10 G - 4140 LBS, U � 1610 LEIS Wl (8) 3/4" WEDGE-BOLTIJ-BOLT, 6'
MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST
FL#25749
E - SIMPSON MIU4.75/16 G < 3455 LBS, U 1210 LEIS W/ (8) 3/4" WEDGE-BOLTIJ-BOLT, S'MIN.
EMBED 16d GAILV. COMMON NAILS TO HEADER AND (2) 10dxl-lrr GALV NAILS TO JOIST
FL#17241 I
WOOD LEDGER
ATTACHMENT DETAIL
9 SCALE: 3/4"=l'-Or
47��
C-W�WIX4)
OR1014rMAX(W�4)
Z-K,4,-B,T,-M.-C"H"O-,R"D-B-R-ACI-N-G
101-0- OIC MAXSECURED Wl J2) 10d
COMMON NAILS AT EACH CHORD
INTERSECTION TYP.
#1100 UPLIFT SIMPSON
HTSM20 W/10 10d TO
TRUSS AND (4) 1/4" x 2 11,V*
TITEN 2 ANCHORS TO
CONT POURED LINTEL
# 1900 UPLIFT (2) SIMPSON
HTSM20 INSTALLED ON
OPPOSITE FACES OF
BLOCK WALL WJ10 10d TO
TRUSS AND (4) 1W'x 2 ll#'
TITEN 2 ANCHORS TO
CONT POURED LINTEL
lx4 DIAGONAL
BTM. CHORD
BRACING , SEE
PLAN FOR LO ATION
MAY NOT BE
REQUIRED
BTM. CHORD OF
WOOD ROOF TRUSSES
END WALL OR OTHER
END TYPE CONDITION. IF
DEPICTED SEE PLAN
PRE-ENG TRUSS
CONTINUOUS BOND BEAM
TiTEN 2 ANCHORS MIN.
Z'COVFR & Z'APART
REPAIR OF MULTIPLE
MISPLACED EMBEDDED TRUSS ANCHOR
BTM. CHORD BRACING
PERPENDICULAR TO I -JOIST
,2) 2X12
T=M
2,v' mAx. w 2� MAk W 8!'MAX END
SYP. P.T.
'
WOIST ]a
I.R "T
N
11 r
P.
. GER
TP-
L_,
z:
END OF
LEDGER
0
BOARD
/
Irt__
(2) 2X12 SYP P T/ (2) 314" EXP. BOLT
LEDGE J-BOLT OR TITEN BOLTS
_ R BOARD TO
REAR
BE USED PERPENDICULAR Z'WASHER & 5 1(2'
LEDGER
WITH I -JOIST MIN. EMBED (TYP)
PARALLEL TO I -JOIST
(2) 2X8
SYP� RT
TRL[9�ft. 0 T
I,AIHING
24r MAX. W 2��.W
I_JOIST
T MAX EN
SPACING
FRONT
P
SEE FRAM NG PLAN
P
i, TY
LEDGER
6
END OF
LE DGER
d
6
0
0 0
B CARD
2XBSYP RT
114.X6'TAPCON
LEDGER BOARD TO
W/ WMIN. EMBED
REAR
BE USED PARALLEL
TYPICAL
LEDGER
TO WOIST
t ENSURE THAT EXP. BOLTSIJ-BOLTSMTENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT.
2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4',
3, ALL BOLTS TO HAVE WASHERS
4. EXP. BOLTSIJ-BOLTSITITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6'OtC.
& ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WTTH CMU REQUIRED TO BE P.T.
FLOOR JOIST LEDGER SCHEDULE
MARK
SIZE
113OLTSIZE
JIIIIIN.END�CW�M&SPACING
A
DOUBLE SYP 2x8
114-
1.
12,V' OtC MAX.
B
DOUBLE SYP 202
12) 3/4'
1.
12,r' O/C MAX.
A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4"x 6'TAPCONSW/ MINIMUM 3!'EMBEOMENT.
B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/9'x IWEXP. BOLTIJ-BOLTfTITEN BOLTS
W/ 5-IrZ' MINIMUM EMBEDMENT
C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS
WOOD LEDGER DETAIL (I -JOIST)
�CALE: —'=l'-'
(2) 2X4 N..2 SYP DIAG. -
BRACE Wl (3) 12d 0 EA_
TRUSS (DIAG BRACE TO
COVER 5 TRUSSES)
01-0.' TO 30--g- (1) 'W' BRACE
30'-l" TO 69-0 (3)'W BRACE
BRACE 0 CENTER
2 'X'SRACE DIVIDED EQUALLY
FROM CENTER TO END.
2x WOOD FASCI& -
SEE ARCHITECTURAL
PRE-ENG GA13LE TRUSS
STIFFBACK (AS PER
TRUSS ENG)
SEE SCHEDULE FOR
BOND BEAM REQ.
2X4 BLOCKING BETWEEN
TRUSSES WHERE
X-BRACING IS PRESENT AT
4--g- O,C. (AT SHEATHING
SEAMS)
SECURE 2K PT. PLATE
TO BLK W/ IrZ'DIA.
ANCHOR BOLT Wt 2"
WASHER SET IN HIGH
STRENGTH EPDXY 6'
MIN EMBED. AT 3Z'OC
MAX
SECURE GABLE TO 2X8
P T PLATE W/ 12d's 9'
O.C. MAX
CONT, Z(4 SECURED W/
(2) 10trs 1@ EACH TRUSS
TO BE INSTALLED @
10'-0" O.C� MAK
BLOCK WALL W/ GABLE END
PRE-ENG'D TRUSS SCALE: 314!'=l'_yl
THE USE OF ALTERNATE MATERIALS MAY BE
USED SO LONG AS THEY CONFORM TO THE
FOLLOWING
1 . METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS
A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS
EQU VALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES
AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND
ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE
THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO
A SIMPSON Hl CA OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2
FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE
SUBJECT TO Fl AND F2 FORCES.
ALTERNATE MATERIALS
SCALE 31,T'=l'-0"
441 N , RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FAX- 407-774-4078
wwwabdesigngroup.caim
AA #: 0003325
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LOT #10
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BLK #12
PHASE 4C
I-itojzcT#
04181.04C-10121
MODET-
E401
"2828—ENSLEY'
GARAGE STrING:
I LEFT
IPAGW.
DETAILS
(I —JOIST)
160 MPH EXP^
e
m PRINT
I)ATE: 12/07/21
SCALE: 1/4"=V-0"
SHEET
S3.1
! Aj
IF
SIMPSON H6 Wl
(8)8d COMMON NAILS 2x STUDS
S MPSON H6 Wl (8) 8d EACH END
I
COMMON NAILS, EACH
ENO EVERY STUD OR ON
EACH END OF "BUNDLE'
OFSTUDS
PLYWOOD FLOOR
SHEATHING
It
It
SIMP N SPH4/SPH6 BTM.
I -JOIST LVLl PLATSOSTRAPS Wl 10d x I
1,7, HOG NAILS
WALL FLOOR FRAMING,
I -JOIST PARALL
#8 WOODSCREWS
. , LONG @ 3!'O.C.;
STAGGERED AS SHOWN
DBL 2X8 SYP #2 LEDGER.
SEE FLOOR JOIST LEDGER
SCHEDULE, 10/S3 IA
9'CMU WAL.L
REINF. PER PLAN J"X 6"TAPCONS
PER ELEVATION
. vz
PER ELE
2X4 P,T. CEILING 24� MAX.
NAILER Wl
MASONRY NAILS
@ 12" OICI
lX2 FIRE -STOP
SECTION DETAIL AT
I -JOIST PARALLEL
#8 WOOD SCREWS
x Z'LONG C 3!'O.C.;
STAGGERED OFF
CENTERLINE
3tVAS SHOWN
R E I 4F'.CPMEUR WP LAALNL
PER ELEVAT
-JOIST (SEE
g Fi FRAMING PLAN)
PER ELEVATION -L
I
(2) 2x4 PT. Wl DBL 2X12 SYP #2 LEDGER. SEE
MASONRY NAILS BOLT SCHEDULE, 10/S3. IA
0 12" O.C.
FIRE -STOP
SECTION DETAIL AT
I -JOIST PERPENDICULAR
_`�TO BEARING ON EXTERIOR WALL
SCALE: 31,f'=I'-W
PRE-ENG GABLE TRUSS
214 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL
PRE-ENG
AT FIRST TWO SAYS 4'-U'O.C. (AT
PRE-ENG*D WOOD
SEE SCHEID. BELOW
ROOFTRUSS—
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP) @ 24 O.C�
NOT SHOWN FOR CLARITY)
MAX
2X4 D:AG NAL BTM. CHORD
0
PER ELEVATION
BRAC NG. SEE PLAN FOR FOR STRAPPING
LOCATION VERIFY
PRE-ENG ROOF TRUSS
W1
SECURE Z16 PT. PLATE TO BUK TRUSS PLAN
5M,GYPS
TRUSS TO TOP PLATE GYPSUM BOARD OR 112'HIGH
Wl IrZ'DIA. ANCHOR BOLT W/ Z'
A - SIMPSON MTS12 STRENGTH CLG. BOARD
44/46 SYP NO. 2
WASHER SET IN HIGH
T,
U < 990 URS Wl (14) 10d SECURE TRUSS TO TOP PLATE W (2)
WOO" POSTTO
STRENGTH EPDXY 6" MIN.
GALV. NAILS. 16d TOENAILS
SLAB SEE
EMBED. AT 32" OC MAX.
8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE
SCHEDULE
SECURE GABLE To a8 P,T,
U � 1420 (14) 10d
L86 Wl
_4V BELOW FOR
PLATE Wl 12d. 91 0 C. MAX
GALV. NAILS EA. STRAP 2x4 OR 2K6 WOOD BEARING
CONNECTION
WALL Wt SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING. SINGLE
CONC.P RE
STM. PLATE TO BE PT�
LINTEL C URS
PROVIDE DBL. TOP PLATE
PROVIDE BLOCKING
IN
S MPSON SPH4 OR SPH6 BTM lrTGYP. WL. SO,
:o:
AND TOP PLATE ANCHORS Wl
SECURE BT. PLATE TO SLAB Wl
CONT. 2x4 SECURED Wt (2) 10d's 0 EACH
10d x 1 IrZ'COMMON NAILS IrZ'W' WEDGE ANCHOR W/ T
FILL ALL HOLES, 00 NOT USE WASHER SET IN HIGH STRENGTH
10d T'
TRUSS TO BE INSTALLED 0 19-G' O.C. MAX.
x
EPDXY 5-1rTEMBED. MIN. 0 16'
OC MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
TRUSS TO POST OONN ECTION
A SIMPSON MTS-12 U: 990LBSWI(14) OdGALV.NAILS,
B:SI PSONHTS-20U 1310U3SW/(20I)l0dGALV.NAILS.
C _ 2-PMLY-SIMP90N VGT/HDU4 U � 4565 UBS VGT TO TRUSS Wl (16)
1'4,��TSDS, (1) 518"' A.T.R. TO HDU4 AND (10) 1W X 2 IrT SIDS TO POST
POST TO SLAB CONNECT]ION
A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA, x 6'EXP. BOLT
SIMPSON ABU46Z POST 13ASE �U:2.300 G:10,335 Wl 6/8 DIA x 6'EXP, BOLT
C - SIMPSON HTT5 POST ON SLA13 <UA 565 W1 5e'AB. WITH MIN. r'
EMBEDMENT TO SLAB & (26)16d. 2-;/Z' NAILS TO POST.
i N. RONALD REAGAN SL
LONGWOOD, FIL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
XOM us
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SUBDIV. a&c LWO .
ABBOTTPARK
LOT #10
BLK #12
PHASE 4C]
P3Ftoi]CCT#
04181.04C-10121
MODET—
E401
"2828- ENSLEY"
GAMAGE SWU40:
LEFT
PACE:
DETAILS
(I -JOIST)
160 MPH EXP. C_j
FPRINT 12/07/21
DATE:
SCALE: 1/4"=l'-0"
SHEET
S3. IB
VTCR SPACING (1) AT EACH END
VrCR
AND 6'-U'O.C. MAX.
Li
SIDE VIEW
PRE-ENGINEERED
VALLEY TRUSS CONNECTION
-E: N T.S,
1"I N. RONALD REAGAN 131
LONGWOOD, FL 32760
PH: 407-774-6078
FAX-407-7744078
wwwAbdesigngroup.com
L AA #: 0003325
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ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
1pitojzcT#
04181.04C-10121
MODEL.
E401
"2828-ENSLEY"
GARAGE 8VrMO:
LEFT
PAGE.
DETAILS
64160 MPH EXP. Qj
1 a
A. A
NO
FPRINT 12/07/21
DATE:
S C ALE: 1/4"= V- 0"
SHEET
S3. IC
II%_ - -A
SECOND FLOOR DECK PLAN
SCALE: 1/4" = V-0"
F,
L441 N. RONALD REAGAN BLVID
LONGWOOD, FL32750
L P PH: 407-774-6078
H' 0
0 i,
FAM: 407-774-4078
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wwwabdesigngroup.com
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AA #: 0003325
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ABBOTT PARK
LOT #10
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PHASE 4C
[Pr-tOJECT#
04181.04C-10121
UoDmr-
E401
"2828- ENSLEY"
GAMA031C SIFMG:
LEFT
PACUM
SECOND
FLOOR
DECK PLAN
�.160 MPH EXP. C J
F-PRINT 12/07/21
DATE:
scALE: 1/4"=l'-O"
SHEET
S 4
SECOND FLOOR DOWEL PLAN
SCALE: 1/4" = V-0"
1441 N. RONALD REAGAN SL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-7744078
�.abdeslgngroupxom
L AA #: 0003326
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ABBOTT PARK
LOT #10
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PHASE 4C
Pitoizc.r#
04181.04C-10121
MODEX.
E401
"2828-ENSLEY"
GARAGE 13VMG:
I LEFT
PACM
SECOND FLOOR
DOWEL PLAN
160 MPH EXP.
F—PRINT 12/07/21
DATE:
SCAL.E: 1/4"=I'—O"
SHEET
S4.2
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" HOG NA&S.
CONCRETE TO WOOD FLOOR:
SIMPSON LTA2 W/ (8) 1 Od x 1 1 r2" HDG NAILS, WOOD TO WOOD:
SIMPSON HIOA OR LGT2 W1 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH
MANUFACTURER'S SPECIFICATIONS.
4- ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. UlfrELS 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 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 HSX.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. MOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0-, FINISH FLOOR. UNLESS
NOTEDOTHERWISE.
BEAM SCHEDULE
OZZ5M INDICATES OPENING BELOW I T.O.B. =TOP OF BEAM I RO.L. =BOTTOM OF LINTEL/ T.O.A. =TOP OF ARCH IT.O.S =TOP OF SLAB
ABBREVIATIONS
E-E, = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, TO. = THROUGHOUT
MARK
DESCRIPTION
Jr.
psi)
SIZE
MH'
REINFORCEMENT
STIRRUPS
REMARKS
----T-
STM
Top
I MIO
SIZE
—
SPACING
Bal
MASONRY
3000
axils
—
Il)#5
(1)#5
NIA
GROUTED SOLID
B82
MASONRY
30DO
8x8
—
1-0) #5
—
N/A
GROUTED SOLID
SEE SHEET
S5. 1 A FOR
SAFE LOAD TABLES
SECOND FLOOR LIFT BEAM PIAN
SCALE: 1/4'= l'-O"
1-1 r-
Ij r-
li N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774,6078
FAX- 407-7744078
www.abdes4ftmp.com
AA #: 0003325
L4
lu
Ill
'u
U)
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1 USDIV. & L074
ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
1p1moixoI
04181.04C-10121
MODET—
E401
"2828—ENSLEY'
GAI%AGE SIFMO:
LEFT
PAGF-
SECOND FLOOR
LIFT BEAM
PLAN AND
NOTES
160 MPH EA j
ROLAW jk ABOO"014A
AR NO 93723 ,
F-PRINT 12/07/21
DATE:
SCAL.E: 1/4"=V-0"
SHEET
S 5
"LOT17S 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
SAFE
PLF
LOAD
SAFE
LOAD -
POUNDS
PER LINEAR
FOOT
TYPE
LENGTH
8U8
8118-OB
afls-lTjoeml
ITMB
MITIOB
N32-ITIOB
�T Y P�E
LENGT�H
8/8 P LAIN
8/8 SOLID
TYPE
LENGT
U-IT
&fI6-lT
8120-IT
8f24-IT
W&IT
aW-IT
W18
8116-lT/lBMIT/lON24-lT/lBY20-IT/IBMlT/IB
&S-Zr
BMG-Zr
8120-2T
8a4-Zr
&28-Zr
8132-7r
T-6' PRECAST
14M
952
3114
4217
5321
am
7531
V-6" PRECAST
689
1024
3!4r PRECAST
15M
304
4394
6263
0132
7wi
2465
6113
6385
77M
9031
loom
ISO
3524
4394
5263
0132
7ODi
PRECAST
1065
700
2305
3125
3945
4765
5587
4W PRECAST
514
763
4�4V PRECAST
1383
3060
3815
4670
5325
6079
1961
6113
7192
6524
76Z7
8751
1363
300D
36%
4570
5325
6079
4'-W PRECAST
819
1
533
1770
24W
3033
3856
4300
4-W PRECAST
398
591
lv-r PRECAST
12D7
2582
3375 .
400
4711
5379
1625 1
5743
7547
GM
0541
75M
12D7
2707
3375
4043
4711
5379
V-4- PRECAST
931
1247
Im
2560
3123
3686
4249
51-V PRECAST
411
411
64* PRECAST
1016
ins
2374
2944
3513
4084
1319
4460
T196
7342
5780
609
Iola
2276
26M
3m
3961
4064
61-101 PRECAST
817
1024
1631
2D9O
2549
3D09
3470
51-10, PRECAST
340
339
6-10" PRECAST
9DO
1490
1971
2443
2915
3367
1161
3893
5en
6036
6548
5776
2080
250
3107
3620
4133
w-w PRECAST
692
1139
3227
3031
3707
4383
6061
V-w PRECAST
410
721
9-w PRECAST
835
1201
1578
1955
2332
2709
1130
3227
4598
7054
IODDO
sm
W5
1856
2329
ZM
3251
3712
T-6' PRECAST
570
938
2498
2205
28M
3191
3685
T-w PRECAST
303
534
T-w PRECAST
716
900
1181
1462
1743
2025
938
2498
3408
4864
7067
6472
727
1624
2026
2426
28_27
3228
W-4' PRECAST
428
633
1593
22D4
2481
2818
2621
W41 PRECAST
192
384
7-4' PRECAST
454
sm
767
948
1120
1310
No
1674
2298
3081
4099
4999
572
1318
1843
1989
2164
2519
10'4r PRECAST
388
487
1247
1767
1904
2163
2028
iv-61 PRECAST
151
301
10'-6* PRECAST
356
468
612
755
NO
1042
660
1407
1897
2781
3222
3784
504
1180
1472
Im
1710
1989
1 V-4" PRECAST
330
5"
1312
1742
2252
2868
3630
1 l-4" PRECAST
132
417
1 l-4' PRECAST
430
406
530
653
7T7
872
544
1312
1742
2252
2868
3552
486
1042
1372
1643
1470
1710
iz-w PRECAST
3W
507
1210
1596
2D48
26M
3191
12'V PRECAST
ill
370
iz-01 PRECAST
w
366
47B
587
898
m
607
1210
1596
2046
25M
3171
440
940
1300
ism
M4
1476
13'4" PRECAST
270
433
1045
1355
Im
2157
13'-4" PRECAST
82
298
174" PRECAST
308
303
393
484
575
645
414
1045
1366
1732
2316
2505
k
396
78D
1057
1312
1071
1203
1*-W PRECAST
254
388
We
1272
1606
1968
2279
2
14!-0" PRECAST
71
293
14'-V PRECAST
279
278
300
443
526
we
390
978
1272
IBM
1950
2389
378
1
717
961
1192
075
1133
11v-w PRESTRESSED
N, R.
NR
NR
NR
14R
NR
NR
iw-w PRESTRESSED
N.R.
283
11r-w PRESTRESSED
239
422
608
628
746
865
458
1079
1429
1824
2Z77
Z712
246
663
980
1237
1474___
1715
15'-4* PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
164" PRESTRESSED
N.F;L
252
1514, PRESTRESSED
224
387
464
574
684
793
--
Z, 2—
1014
1340
1703
2118
2513
230
ale
908
1134
1353
1572—
IT-4" PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
IT-4* PRESTRESSED
N.R.
183
Ir-4" PRESTRESSED
187
328
366
461
W7
680
300
856
1121
1413
1739
2D47
192
506
720
501
1135
1312
IW4" PRESTRESSED
N.R.
NR
NR
NR
NFt
NR
NR 1
1W-4" PRESTRESSED
N.R.
148
IW41 PRESTRESSED
162
256
348
430
513
595
236
735
959
1200
1467
1716
Iss
420
, an
sm
950
1098
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
527
ISO
—
698
833
1038
1168
1468
142
373
537
890
ale
943
2Z-V PRESTRESSED
NR
NR
NR
NR
NR
NR
22'-0* PRESTRESSED
N. R.
116
22-V PRESTRESSED
137
228
200
359
428
497
165
550
784
992
1203
1381
137
358
513
659
779
900
24!4r PRESTRE SSED
I N. R.
�R
NR
NR
NR
NR
24-(r PRESTRESSED
N. R.
91
ZVO PRESTRESSED
124
174
245
302
36D
418
j__!N�R
129
129
. ...
450
654
824
1014
147
174
- ---
319
455
581
697
793
- 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
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL32750
PH: 407-774-6078
FAX- 407-7744078
�zbdmigngmup.com
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MODEX.
E401
"2828- ENSLEY"
GAItAGE SIFMCI:
LEFT
PA01c..
SAFE LOAD
TABLES
160 MH EA
w1al
FPRINT 12/07/21
]DATE:
SCALE: 1/4"=V-0"
SHEET
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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 W1 (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2"HDG NAILS, FILL ALL HOLES.
2. ALL PLYV400D 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 ENGINEEWS 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 PBS36,.177" * x 2 7/8" LONG, WITH WASHER @ 16" D.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--a-, FINISH FLOOR. UNLESS
NOTEDOTHFRWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF Z500 LBS SHALL BE
FA13RICATED WJ A 2xS BTM. CHORD (MIN,)
2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
M AAVO AID PALAC I N G A 8
INT IN LEAST �RUSS PERPENDICULAR TO A STEEL COLUMN.
'FROM THE CENTER OF THE COLUMN.
ROOF FRAMING PLAN_
SCALE: 1/4" = V-G"
Il N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FA)L, 407-774-4078
www.abdesigngroup.mm
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PHASE 4C
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04181.04C-10121
MODEU
E401
"2828- ENSLEY"
GAP-40E SIFMO:
LEFT
PAGE:
ROOF
FRAMING
PLAN AND
NOTES
160 MPH EXP. C
w
rl-RINT /21 1
DATE: 12/07
SCALE: 1/4"=V-0"
SHEET
S6
ROOF WIND DESIGN PRESSURES
NET (GROSS) ASCE 7-16
ZONE 1 58.50 PSF (68.50)
ZONE 3 67.10 PSF (77.10)
ZONE 2. 67.10 PSF (7710)
ZONE 3e 77.50 PSF (87.50)
ZONE2n 77.50 PSF (87.50)
ZONE 3, 91.60 PSIF (I otm
ZONE 2r 77.50 PSF (87.50)
"A"= 4'-0" END ZONE DISTANCE
BASIC WIND SPEED: 160 MPH
EXPOSURE rATEGORY*"C*
RISK CATAGORY: 11
APPLICABLE INTERNAL
PRESSURE COEFFICIENT: -/- 0.18
ROOF DIAPHRAGM
FOR ASPHALT SHINGLE ROOF, USE MN 19132" STRUCTURAL SHEATHING
EXP 1 (40/20), FOR CEIVENTITIOUS TILE AND METAL ROOFING, USE MIN
19/32' STRUCTURAL SHEATHING EXP 1 (40120).(SEE TABLE FOR FIELD
-AND EDGE SPACING) SEE DETAIL
ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN
NAILS0,V'O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS Wt IN 4- OF
GABLE END
ROOF/ WALU FLOOR
SHEATHING
FASTENER SCHEDULE
SIZE
HEAD
LENGTH
TENSILE STR.
SHANK
ASTM
10d
RING SHANK,
2 1/7'
0,131
ol
F1667
S
170,DDO
R ING
(i 6-29 RINUS
RSRS-03
Bd
RING SHANK,
2 3/9'
, 1
0113
F1667
SCREW SHANK
rDIA.
P ER INCH)
RSRS-01
8d
RING SHANK,
PNEUMATIC
2 3ISr'
0.113
F1667
SCREW -NAILS
RSRS-01
EXTERIOR SHEATHING
USE 112' CDX OR 7119'O.S.B. PLY WITH 8d RING SHANK GUN�NAILSaAT 4"
D.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4"O.0 OF
BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" OC AT
INTERMEDIATE SUPPORTS OR 7/16'ZIP SHEATHING SYSTEM (INSTALLED
PER MANUR SPECS.) SEE DETAIL.
ROOF SHEATHING ATrACHEMENT SPACING
ZONE 1: 10d NAILS 0 4" O�Cl ON EDGE AND 6'O.C. IN FIELD
ZONE 2e, 2n, 2' 10d NAILS Q 4- 0 C ON EDGE AND W'O.C. IN FIELD
ZONE 3,3e, 3,. 10d NAILS @ 4" OIC ON EDGE ANDV'O.C. IN FIELD
NOTE ROOF SHEATHING THICKNESS WAS CALCULATED
AND ADHERES TO ASCE 7-16
AW GUN NAILS a 4" 0 C
11 r
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...........
YP. EXT. SHEATHING ATTACHME
@
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ROOF SHEATHING
BUILDING LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
NOTE.'GABLES-DROP GABLE END & (1) ADO'L DROPPED
TRUSS 2X4 #2 SYP OUTILOOKER RAFTER W/ BLOCKING 0
16'0,C� IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP
�LOCKING Q 16" O.C, FIRST 4 BAY$ W/ (2)12d NAILS EA.
END. ATTACH ROOF SHEATHING TO RAFTERS 2J
BLOCKING PER NAILING SCHEDULE
C1. RING SHANK GUN NAILS
SEE "ROOF SHEATHING ATTACHMENT"
T,�BLE FOR FIELD SPACING
_TYP EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF
SHEATHING
#8 Z' DECK SCREWS @ 6-9� O.C. MAX @
EDGES & 17' 0 C MAX INFIELD UNTHREADED
SHANK TO EXTEND BEYOND THICKNESS OF
SUB -FLOOR SHEATHING)
L
t .' T.. SU;-FL0OR DECKING GLUED TO ALL EXPOSED MEMBERS
GENERAL NOTES:
ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3YC33M. MA"UM AGGREGATE SIZE SHAL BE 311r.
STRUCTURAL DRAWINGS SMALL BE USED I IN CONJUNCTION WITH JOB SPECI FICATIONS AND
Wow:
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
NOWBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF
ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, A14D OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS. FBC-R 2020,7th EDITION
ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING,
AC1318-14.BL4LDING COD REQUIREMENTS
CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF
FOR STRUCTURAL CONCRETE, TMS 402/602-10 ASl SPECIFICATION FOR THE DESIGN OF
PRO'ADE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON
ELASTICITY = 1,400.000 PSI ALL V400D IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE
COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECAFICATIONS
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE
PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES
ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND
FOM&WORK-
8 LL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT DISODIUM
CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY
SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT,
FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS,
REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCIF FOR DOT OR MORE. NAILS, SPiKE, BOLTS USED
EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AGI 347 LATEST
Wl DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT
EDITION. -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK.
CONTAINS MORE THAN WOF HEARTWOOD.
A L DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE
DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY ANY DISCREPANCIES SHALL BE BROUGHT
EXCLUSIONS FROM THESE PLANS:
MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS.
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEED114G WITH THE AFFECTED PART
WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS
OF THE WORK.
ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDIIG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2X STRUCTURAL LUMBER
ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE 13Y OTHERS.
SYP #2.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING
18 COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND
SEQUENCE 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.
T E 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. LIVE LOAD 40 psf
11 ,f TOP CHORD
, . _ T. _..
OFADLOAD
15 pf TOP CHORD
(7 pd ASPHALT SHINGLES)
10 PST STM CHORD
DEAD LOAD TO RESIST WIND UPLIFT: 10psf
DEAD LOAD
20 pd TOP CHORD
(10 Pd vd No GYPCRETE)
5 PST BTM CHORD
BALCONY LIVE LOAD 60 pf
STAIRS LIVE LOAD 40 pf
WELDED VWW MESH:
WELDED WIRE MESH, SHAUL BE ASTM A10641AI 064M. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE
AC TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL
BE SUPPORTED WITH 2' CHAIRS SPACED Y-0- OC, EACH WAY.
REINFORCING STEEL:
REBAR SHALL BE ASTM AS I 5A615M GRADE 40 IN CONCRETE DEFORMED BARS. REBAR SHALL BE ASTM A61 5
GRADE 60 IN MASONRY DEFORMED BARS. FREE FROM 01 L, SCALE, AND RUST AND PLACED IN ACCORDANCE
W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT REELAR SHOP DRAWINGS FOR REVI EW PRIOR TO FABRICATION. HORIZONTAL
AND VERTICAL BARS SHAUL LAP 6 x BAR NO. UNSC14EDULED FIELD LAPS ARE SUBJECT TO ENGINEERS
REVIEW.
TYP. MIN LAPS SHALL BE AS FOLLOWS #4 BAR - 25" #6 BAR - Sir
UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE SEAT PLATES SHALL BE PROVIDED
AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
WOMTRLMES:
TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR
STRESS -GRADE LUMBER AND ITS FASTENINGS'Eff THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0,036'AND BE MANUFACTURED FROM STEEL
MEETING THE REQUIREMENTS OF ASTM A44SIA446M, 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 "BCSi LATEST EDITIOW
COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEO
WOOD TRUSSES.
#5 BAR - W 97 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF
PROV`DE Wx 36'CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR
FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 08 1990.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS,
THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR $HALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT
WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
VAND: 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 AS A GUIDE FOR BEARING
(ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11)
INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE.
DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL
UVELOAD UNINHABITABLE ATTIC WITHOUT STORAGE: 10pf, UNINHABITABLE ATTIC VATH LIMITED
LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT
STORAGE: 20pf, HABITABLE ATTICS AND ATTICS SERVED VATH FIXED STAIRS: 30pf, 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: 40pd, GUARDS AND HANDRAILS: 200pf, GUARD INLIFILL COMPONENTS: 50pf, PASSENGER
WITHOUT THE APPROVAL OF THE ENGLNEER�
STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SRALL
VEHICLE GARAGES: 50pf, ROOMS OTHER THAN SLEEPING ROOM: 40pf, SLEEPING ROOMS: 3OP0, STAIRS:
P ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION
40pd
MMIDNRY�
PROVADE
LAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA
MASONRY CONSTRUCTION AND MATERIALS SMALL CONFORM WTH 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 SPECIFICATION FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY
CONSTRUCTtON 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 E�GINEER.
COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC
ALL 13LOCK WALLS SHALL BE TV40-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK
THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHAUL SUPERCEDE THOSE
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT.
MANUFACTURED IN CONFORMANCE NTH ASTM C-90, GRADE f� = 20DO 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 VVITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM
RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE B EAMS BEFORE
ALL TRUSS TO TRUSS CONNECTIONS.
OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CON -TRACT DOCUMENTS) ARE PROHIBITED
PLACING CO CRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH
WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT
ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS
DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN
SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318"
WRITING BY THE ARCHITECT.
COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10-. USE ONLY MECHANICAL VIBRATION
TO CONSOLIDATE GROUT.
FOUNDATION/ SUE PREPMATION:
TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
FOOTINGS WERE SIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZODO pd, FOOTING
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS
EXCAVATIONSANDS B SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE
SHALL BE 3M"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 SERIACES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY
SUCCESSFULCO PLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE
GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE
CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE
MINIMUM DESIGN BEARING CAPAUTY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL
BE MADE BY THE GEO�TECH. ENGINEER.
CONCREM:
CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:
2 500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE
3:000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB.
CONTRACTOR SHALL SUBMIT PROPOSED WX DEWNS, WITH ISTORICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO
CONCRETE PLACEMENT. CONCRETE SLUMP SHAUL NOT EXCEED SPq- PRIORTOTHE ADDITION OF PLASTICIZER,
CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 318 AND ASTM Cullom OR NEASURNG, MIXING, TRANSPORTING.
E FC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. TIE MAXJIAUM TIME ALLOWED FROM WHEN
WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSTON SHAU NOT EXCEED 90 MINUTES IF FOR ANY REASON
THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL
BE THE RESPONSIBILITY 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, 3PFOR CONCRETE CAST INST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS):
& FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER
I,Ir2PFOR 95 AND SMALLER
2PFOR #6 AND LARGER
C� FOR CONCRETE NOT EXPOSED TO WEATHER
3/4"FOR SLABS , WALLS AND JOISTS
1-112PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS
FILLC U CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL
REINFORCING.
LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS), U NO
STRUCTURALSTEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY NTH THE
SPE IFICATIONS 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
A36IA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHAUL BE ASTM
A5'0/A500M. GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE 8, TYPE E OR S, Fy
35 Ica TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP.
ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A3017 BOLTS WITH DOUBLE -NUT LEVELING. ALL
OTH R BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT BOLTS
SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN�OFF-THE-NUT METHOD.
ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL
FASTENER SCHEDULE
WINDOW AND
DOOR BUCK
FASTENERS
FASTENER
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IA—
CONTACT THIS ENGINEER FOR SPACING
REQUIREMENTS
ITTOSTHL=.�
sT_ E
NOTES
tS LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS
Z FASTEN NG OF GARAGE DOORS, WIND AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND OR NQA
IN
3. ALL FASCIA MATERIAL $HALL BE HAND FRAMED
4 PAF $HAUL BE HILP 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.'AANDOWANDD R BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND
Z, MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX:- 407-7744078
wwwabdesigingroup.00m
L AA #-. 0003325
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PHASE 4C
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04181.04C-10121
MODElz
E401
"2828-ENSLEY"
GA1;tAQlC SWINCt:
LEFT
I PAGIM
DETAILS
160 MPH E . C
1 0
F]PRINT 12/07/21
DATE:
SCALE: 1/4"=l'-0"
SHEET
SN1
IKAYCAN LID
VINYL SOFFIT - SOLID AND VENTED
WITH SINGLE SPANS
1AISTALUTION ANCHORAGE DETAILS
DESIGIN PRESSME OW) RATM AT IT SPAN (NOTE 2)
W.
W.
W�
W.
TABLE OF CONTENT
VINYL SOFFIT INSTALLATION INSTRUCTIONS
DP RATINGS AT VARIOUS SPANS
A--
F.
FASTENER SCHEDULE
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4" FASCIA
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ALUMINUM
(No. 9700)
VINYL SOFFIT AND TRIM SCHEDULE
VINYL SOFFIT
SEFM
14:1�
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IV TRFU 4 SOLID
NO. 0623 SOLID
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12' IMPLE 4
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NO. 0622 VENTED
SOFFfr
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110� 9700
12' TRIPLE 4
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NO. W39 VOM
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BLL OF MATERIALS
Om
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C) TRIM NAIL
INSTALLED THROUGH v
FASCIA @ I&- D.C. MAX
STAPLES INSTALLED
THRU SOFFIT AT NAIL
HEM AND IN VALLEYS
I
FASCII
_j_.t MAX, -CHA
DETAIL A
FASCIA
-�7
v 0
STAPLES INSTALLED
IT OC MAX (INTO
WOOD) IN J_CHANNFL
SLOT OR T-NAIL @ IT 74L-
0 C MAX (INTO L=V
CONCRETEWASONRY)
BOARD BY OTHERS
OSTAPLES INSTALLED—
I i
THRU SOFF T AND
J-CHANNEL AT NAIL
OFFITO
HEM AND IN VALLEYS
STAPLES INSTALLED Q—
IT O�C, MAX (INTO
NNELC)
O=D) IN J-CHANNEL
,STAPUES INSTALLED
THRU SOFFIT AND
J�CHANNEL AT NAIL HEM
AND IN VALLEYS
#8X3- WOOD SCREW ORO
'TAPPING SCREW,
13ATTEN ATTACHMENT
FASTENER SPACED 24"
MA2(, 0 C.
RE
j-MAX,--WI-
DETAIL DO STAPLES INSTALLED,
J-CHANINEL THRU SOFFIT AND
J-CHANNE AT NAIL
FASCIA HEM AND IN VALLEYS
SOFFIT ---I
J-CHANNEL--'
J'N
DETAIL E
J-CHANNEL
8ATTENSTRiPANrHORO
10d NAIL AT EACH
TRUSSIJOI TI RAFTER
LOC TION NOT TO
EXCEED 24"O.C. INTO
FRAMING rRUSSIJO
By OTHER
EMB.
�HANNFL 0 - DETAIL B
J-CHANNEL
FASCIA
TE
�N ST IF
0 13AT R P ANCHO
1. NAIL AT EACH
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NSTALLATION SCREW
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-F A
THRU SOFFIT AND
I 0
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2-1/4!' BATT NA-- -E-
EMS.
EMS PACED
L A T
J-CHANNEL AT NAIL
AIL
N VALL EY
HEM AND IN VALLEYS
S
F 24-
FASTENER
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T S INSTALLED C
0lX2WOODaArrEN
ITO C. MAX (INTO
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BATTENO
SOFFIT
*
0 SLOT OR T-NAIL 12"
(-D
NSTAULATION SCREW, 0 J-CHANNE L
00. MAX. (INTO
C ONCRETEfMASONRY)
.
BATTE ATTCHMENT AX.
FAST MA
ENER SPACED 211"s
MAX O.C.
TAPLESINSTAILLED @ DETAIL C
rF
ITOO. MAX (INTO C
(Z�WOOD) IN J-CHANNEL J-CHANNEL
ONCRETE(CM OR
0 �
SLOT OR T-NAIL @ 12"
0 C MAX, (INTO
WOOD (NOTE 11
CONCRETE/MASONRY)
CONCRETE/CMU OR
,---WOOD (NOTE 1) NOTE 11 MINIMUM SPRUCE -PINE -FIR
FRAMING OR CONCRETEIMASONRY
BUILING CODE REQUIR MENTS FOR
SUBSTRATE MATERIAL MUST BE MET.
TRUSS/FMMING OVERHANG EAVE CONSTRUCTION
PAN'L'------ SPAN'Ll ------ ft-
--EA ' VE VMDTH
EA
EAVE WIDTH
(ROOF
(ROOF
OVERHANG)
OVERHANG)
CONCRETE;
CMU OR WOOD
(NOTEA)
CONCRETE
OFFIT
CMU OR VZOD
SOFFIT--'
7u
SEE DETAIL'A'J SEE DETAIL'E
SEE DETA IL'U SEE DETAILS
(NOTEA)
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
V V
-------------- V�
12" TRIPLE 4 SOLID SOFFIT - VINYL NO. 623
KUL A
12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL - NO. 622
v, v 4
A
12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FA)C- 407-774-4078
www.abdesigngroup.00m
AA #: 0003325
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ABBOTT PARK
LOT #10
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PHASE 4CI
PROJECT#
04181.04C-10121
I-
mODIEZ401
"2828-ENSLEY"
GARAGE SlwrMO:
LEFT
PAGE:
SOFFIT
DETAILS
MPH EXP.
DATE: 12/07/21
scALE: 1/4"=l'-0"
SHEET
SD1
GENERAL REQUIREMENTS:
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 NTH 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
TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW.
12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE
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:
POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2"
AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4)
AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS
LESS THAN OR EQUAL TO 12" WIDE (FIG. 3).
JOINTING METHODS:
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.
VENTING TO
OUTSIDE OF
FASCIA EAVE
HARDIESOFFITO
(WOOD) VENTED PANEL
SUBFASCIA
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."
LLMV r- Mtt'KVt'rlM I r-
GAP AND CAULK
SHIM
SIDING
FIGURE 2
FRAMING
MEMBER
M6%1 I C11
ING
IER
FIGURE 3
LESS THAN OR EQUAL TO
12" WIDE SOFFIT
.r n
0 0
END
1" FROM
OF SOFFIT
3/8" FROM END
OF SOFFIT
FIGURE 4
GREATER THAN
12" WIDE SOFFIT
P FASTENERS
WAY FROM CORNERS
IN FROM
'E OF SOFFIT
I"
Li
441 N * RONALD REAGAN 8L
LONGWOOD FL32750
PH: 407-7i4-6078
FAX, 407-774-4078
www.abdesigngroup.com
AA #:,9003325
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SXMIDIV. & LO .
ABBOTT PARK
LOT #10
BLK #12
PHASE 4C
P
I RojEcT#
04181.04C-10121
MODEU
E401
"2828—ENSLEY'
GARAGE SVWG,
LEFT
PAGE:
SOFFIT
DETAILS
t,,..160 MPH EXP. Cj
IPFtINT 12/07/21
DATE:
SCALE: 1/7=170"
SHEET
SD2
I
6/21