HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REVIEW BY BUILDER
SUMES ALL LIABILITY FOR
CONTRACT DOCUMENTS.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
5ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
3 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
ORMATION) TO THE ARCHITECT OR ENGINEER FOR
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
FTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET.
8 2 8
c CA�s._JJL
1430
CULVER DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA: I ABBREVIATIONS
-FLORIDA BUILDING
CODE RESIDENTIAL
ABV•
ABOVE
LAV.
LAVATORY
(FBCR) 2017, 6th
EDITION
A/C
AW.
AIR CONDITIONING
ADNSTAHLE
LUM.
M.C.
LUMINOUS
MEDICINE CABINET
FLORIDA FIRE PREVENTION
CODE 6TH EDITION
ALT.
ALTERNATE
MFR.
MANUFACTURER
NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION
AMP.
AMPERAGE
MIN.
MINIMUM
UNTED
-ALL LOCAL AND STATE CODES
CL
CENNTER LINE
MMTL.
MET
.00CUPANCY
- RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
+CONSTRUCTION TYPE
- VB
�•
CLR.
CEILING
CLEAR
O.C.
PL
ON CENTER
PROPERTY LINE
• MIN. INTERIOR FINISH
- CLASS B
CONC.
CONCRETE
P.H.
PUSH BUTTON
• BASIC WIND SPEED
- Vult=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd=124 MPH
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
• EXPOSURE
- D
DBL,
DOUBLE
PR.
PAIR
• 1-STORY RESIDENCE
-
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
DIM
DIM.
DIAMETER
DIMENSION
R.
RAD.
RISER
RADIUS
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
HER
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EQ 'A.
EACH
EQ
MT.
G.
SHEET
SH � G
r�
SQ.F1.
CALC.'S
CATION
EQUAL
M.
MIAUST
SIM.
SIMILAR
LIVING
191(o 5Q. FT. I�
EXT.
EXTERIOR
SL.
SLIDING
GARAGE
43(d 5Q. FT.
F.G./FX .
F.G.
FAED GLASS
FUEL GAS
SL. GL.
STD•
SLIDING GLASS
STANDARD
ENTRY
I(o 5Q. FT.
FIN.
FINISH
SWS
SHEAR WALL
LANAI
Sid SQ. FT.
FIR.
FLOOR
SECTION
FLUOR.
FR. DR.
FLUORESCENT
FRENCH DOOR
SC
TEMP.
SOLID CORE
TEMPERED GLASS
TOTAL
2442 5Q. FT.
FTG.
FOOTING
THK.
THICK
GA.
GAR,
GAUGE
GARAGE
T.O.C.
T.O.P.
TOP OF CURB
TOP OF PLATE
A/C VOLUME
IG�86(d.8
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP•
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OTHERWISE
GYP. BD.
GYPSUM HOARD
V.P.
VAPOR PROOF
H.H.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE I DESCRIPTION
-- 1 02/19/18 IBID SET ISSUED
TERMITE TREATMENT REQUIRED
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG Cl-COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN THESE PLANE AND ALL PROPOSED WORK
ARE SU NSQTTGANYCOARSCTIONS
PG IA -DOWEL PLAN Yeaft 19Y fLD Ii PAOToORDER TOTHAT
PG 1B-LINTEL SCHEDULE cf�MpkrWITp,AFkpklBAekiCoon
PG 1B.2-SAFE LOAD TABLES
PG 2 -FLOOR PLAN
PG 3D-ELEVATIONS
PG 4D-FRAMING PLAN CONCEALED FASTNERS OR ATTACHMENTS
PG 4.2-CONNECTOR SCHEDULE ARE THE K$PONSIBILITY OF THE
PG 5-ELECTRICAL PLAN W/OPT. LARGE LIVING CONTIACTOROFRECORD
PG 6-11VAC PLAN
PG Dl-FOUNDATION DETAILS/SECTIONS
PG D2-1-STORY WALL SECTIONS & NOTES (SHINGLE)
PG D3-2-STORY WALL SECTIONS (SHINGLE)
D4 MISC DETAILS
PG
—
ALL MANUFA TURES LABLES SHOWING
PG
D5-PRODUCT
APPROVALS
U FACTOR; AND SHGC COMPLIANCE
PG
WAl-WALL
ASSEMBLY DETAILS
WfTH FED ENERGY Cola Muss'
PG
WA2-WALL
ASSEMBLY DETAILS
REMAIN ONkLL DOORS AND WINDOWS
UNTIL INS'ECTIONS ARE APPROVED
PG
WA3-WALL
ASSEMBLY
DETAILS
PG
WA4-WALL
ASSEMBLY
DETAILS
PG
WA5-WALL
ASSEMBLY
DETAILS
PG
WA6-WALL
ASSEMBLY
DETAILS
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1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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ARCHITECT:
STATE OF FLORIDA
05/11/18
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
II. ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VIi. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6 **
I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES
17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES
25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
VULT=160 MPH, VASD=124 MPH
11. EXPOSURE CATEGORY
C
III. WIND DIRECTIONALITY FACTOR (KD)
0.85
AV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
±0.18
V. RISK CATEGORY
11
F. 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 WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER,
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, D�JCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN''/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- ON BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/,".
4. PROVIDE 61/6 AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/I'.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE,
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 4021 ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'IN" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION (2017)
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I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO: RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APIA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FORALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND -NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS, 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER '/4"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11 a &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
- WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W'I DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS),
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
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NOTES
160 MPH EXP, C
ARCHITECT:
STATE OF FLORIDA
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39 -811 FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
_- MEET PROVISION OF SECTION R311ai OF THE FBCR ro
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SECURE STRAP TO
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TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4" PIA.
OVER HEAD m 12' FROM STRUCTURE
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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PH: 407-774-6078
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File Copy,
W.
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L— 3 L-1
LINTEL SCHEDULE
NOTE:
THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF 'EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
4c^sTM4^lGT4IV LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
17'-4°
eF28-18/IT
L 2
4'-6'
SFI6-05/IT
L 3
7'-6"
SFI6-I5/IT
L 4
-
-
NOT U6ED
L 5
-
-
NOT USED
L 6
rt'-6"
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L 1
4'-6'
SW6-05AT
IA5V. DOOR A56EM5LY
L S
4'-W
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1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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GARAGE 8WING.
RIGHT
PAGE:
LINTEL
SCHEDULE
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
ZI-
. ABOUCHACRA
AR NO 93723
PRINT LlATE: 05/11/16
8CALE: I W-f—Q"
FAle Copy
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
GRAVITY
LENGTH TYPE
8U8
8F8-OB
8F12-OB
8F16-0B
8F20-OB
8F24-013
8F28-OB
8F32-013
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
8F28-1B
BF32-1B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3' 6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4' 6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
1 3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
T-T (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5595
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10' 6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11' 4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
1 864
1254
1693
2211
2832
3590
13' 4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14' 0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
1 765
1370
2045
2610
3185
3765
1 5'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
1 T-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
40AST644111190M
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
81`20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
81`8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-27
8F32-2T
2' 10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3' 6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5-4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1 1182
1684
2192
2703
3216
3732
T-T (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
80V
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-61" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
(136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1 1799
2086
13'-4" (160") PRECAST
500*
1 340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14' 8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4~111%449411111%
GRAVITY
:LE:NG:H TYPE
aRu6
8RF6-OB
8RF10-OB
8RF14-06
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
SRF18-113
8RF22-iB
8RF26-18
8RF30-1B
4'-4" (52") PRECAST
1489
1591
1827
3053
3412
2982
4982
3954
6472
4929
7947
5904
9416
6880
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5' 8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5' 10" (70") PRECAST
735
7 99
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
1 2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
r
928
1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4AZT64mm-
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-IT
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
SRF14-2T
8RF18-2T
8RF22-2T
8RF26QT
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
S53
853
1192
1455
2240
3036
3837
4643
5453
5'-8" (68") PRECAST
924"
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6' 8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7' 6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
2450
TYPE DESIGNATION
8F1 6-
NOMINALWIDTH J
NOMINAL HEIGHT
F = FILLED WITH GROUT / U = UNFILLED
r QUANTITY OF #5 REBAR AT
} BOTTOM OF LINTEL CAVITY
1 B/1 T
L
QUANTITY OF #5
REBAR AT TOP
ri:7d111I411MI-11U IMA[OVA161:ie1 L111m[112141110.01:1-111.4
4
i
d ,
d
7-5/8"ACTUAL
8" NOMINAL WIDTH
— #5 REBAR AT TOP
MIN. (1) RE(Q'D
1-1/2" CLEAR
C.M.U.
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. fc precast lintels = 3500 psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2".
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8„ nominal bearing.
3. fc grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/
4.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 174" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L/180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
Bottom field added rebar to be located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
y y'
270 low relaxation.
7
meter ameer wire stirrups are welded to the bottom steel or mechanical anchorage.
h f ti i t 7/32" dia
7.
The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
J. N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 29
PROJECT
4EBB
"1828—CALI"
GARAGE OWING;
RIGHT
PAGE:
SAFE LOAD
TABLES
(CAST-CRETE)
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
4AY 0
116,jRI,
A. ABOU CRA
AR NO 93723
n TM 05/11/18
!!I3&8"r
1 l e
Talc Copv
W.._-... -. - ......-.v
GROUND
SNOW
LOAD
WIND DESIGN
SPEED" TOPOGRAPHIC
(MPH) EFFECTS-
SEISMIC
DESIGN
CATAGORYr
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP
ICE BARRIER
UNDERTLAYMENT
REQUII
FLOOD
HAZARDS a
AIR
FREEZING;
INDEX'
MEAN
ANUAL
TEMPT
WEATHERINW
FROST LINE
DEPTHbI
TERMITE
NA
160 C
NA
NEGLIGAI
NA
I VERY HEAVY
42
NA
SEE SURVEY
NA
NA
rrr-
")
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION 1`5C R302.10.1 THROUGH FBG R302.10.5
COMPONM CLADDING WIND LOADS
BASIC WIND B0'OSURE FOR 3 SECOND GUSTS
OPENINGS
SOUAFE
ZONE
100 MPH WIND NO
REMIAWS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
SJGD. MIN.
'12
5
30/-3-t
CRITERIA
8010 O.H.D.
56
5
30/-38
Ill O.H.D.
112
5
2"1
SOFFIT
N/A
5
31.6/-38.8
-68.2
IF
ROOF TILE
N/A
3
-582S
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'--9"
PRESSURES HAVE BEEN MODIFIED PER F BCR 301.1.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND
LOAD VALUES FROM THE PRODUCT MANUFACTURER.
N
1' 4"
DBL.
TOP
PLATE
m
BAR DETAIL
A SCALE: I/2"=I'-0"
SQ.FT.
CALC.
S
LIVING
III
SQ. FT.
GARAGE
430
SQ. FT.
ENTRY
I6
SQ. FT.
LANAI
80
SQ. FT.
TOTAL
2442
SQ, FT.
A/O VOLUME
16860.8
11
r
r
DIM. vARIE5
ro 0 _- dl
DODO 0 L
BARO (K)VANITY
O VANITY VANITY
00
mW
t-
„ -
,„Jrvp a.P x f
@ 4 y ] F
.(, gyp < O 4V `� ,� �`
k i i 4W .. L�ei
7 � a dp
GABLE FS -~
1 " < 0 s 450 HIP ROOFS
10" 0 5 3T
or S1, 1 foot t� 304.9 mrn, I degree 01) 175 rad,.
Note: a,= 4 fect In all c,� s.
r
• • s
39'-a"
0'-0" I i'-qll
I
it — — — — — — — —
I I
I 6X6 POST I
I (2 TYP) I
LANAI j �*
ca•1D.
8'-8' GLC�.
127' �° t 12'-all
10'-2" a'-2" 16'-all 3'-4
(2) 3052-SH I I C2EGRESS H
-------
III Sys D.
27'-01'
LIVING ROOM
8'-8" CL-G.
S
N
ea
DR00W
8'-a' cLCs.
2'-a"
OWNER'S
SUITE
8'-8" CLG.
aX5
5 I
4'-0 s2w m I I'-1,� 41-a1 0'-01
VIVOV.
4 O�0.BATH cNI W,I.C: 8'-8" CLGKITCHEN I-s'' cL ao8'-8° GLcs. — ----�-a61-OII 5 -a,l
OPT. 1 DW ILL.— — — — — _ SHWR. PAN -
REF b2 SINK — IR-ISH 3-5
L--J sb36
g g I OBII IR-ISH
lf
CLG.
PAN. RANGE
m 8'-8" GLG. 1
18
3-SH O O V. Alec ,y� _ _ BDRM. #4/
_-= DEN
I C. I I u 8'-8' CLG.
7_4�
11Y GIIV4 �t3'-4"O"-a" I �I
aT?,�
II
$D-8 3 I F91F ?� I la ?i FA\T�7fi R Ai o12,
II fl -,ill`
3'-4'
004, 6'-S"
LAV.
3'-a" I
5'_4"
11
r
u
BATH #2
?s II
8'-8' CLG.
Ill -Oil
2 _a
BDRM.#2
CLG.
,Q
-
HDR. a 1'-8"
APP.
(2) 3052-SH--
I
r— T2"X54"-I
I ATTIC
L — AC2r55 J
FOYER
8 -8 CLCs.
3068 W/
36'XI0' TRANS.
-ENTRY
8'-BrCLG.
101-0" 4'-a" 3'-1�' 2'-a11
4' -4'
39' _5"
GARAGE
8 -8 .
1r'-011
21'-4"
AS I
PER 5LDG.
CODE
o-
COND.
B
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ffi
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EXTERIOR MASONRY
WALL 51 HEIGHTS
IHHHHT�H
8'-8" SRC:.
2'-SII NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GI; ILLS.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35
MM) IN THICKNESS, 50LID ORHONEYGOM5-CORE STEEL DOORS NOT
LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngroup.00m
AA #: 0003325
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BVHDIV. de LOT:
CREEKSIDE
LOT 29
PIMOJ=T
0437000
MODICU
4EBB
"1828—CALI"
GAP.AG IC O rMG:
RIGHT
PAGIM
FLOOR
PLAN
160 MPH EXP, C
ARCHITECT -
STATE OF FLORIDA
PTjC.
DATBi: 05/11/18
SCALffi: 1/4!mf-0"
19i0MRT
2
File l UPY
5RCs. HGT.
ID' -ID' FIN. FLR. L
12
6
OFF RIDGE
WA3,�
1113�
TYP.
TYP.
vEAR ELEVATION
TEXTURED FINISH
8'-8' 1552G. HGT
6 a.
SHINGLE
ROOF Ea.-, Ea. `" I
FYPON
BKTIIXII OR
EQUIVALENT
W-8" BRCs._HCsT
16'X62" FYPON
DECO.
SHUTTER OR (14B"
EQUIVALENT=3j
TYP.
4' RAISED
BAND (TYP.)
ID' -ID' FIN. FLR.�
f� I
FROND'
ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4
IS' -II" BLDG- 74 T.
FYPON LVI2X24
OR EQUIVALENT
OPT. COACH
LIGHT
.4
ID' -ID" FIN. E LR.
OF P RIDGE VENT OF RIDGE VENT
MODEL 1828-CALI-4EBB
AREA OF ATTIC = 2450 SQ, FT.
12 NET FREE VENTILATION AREA Ri 1/ 100
�fo REQUIRED VENTILATION AREA = 2450 /300
8.17 SQ. FT.
12 8.17 = 1176 SQ. IN.
�6 (i4rA'A') MIN. REQUIRED VENTILATION .4X 1176
t' IN UPPER PORTION OF ATTIC - 470.4 SQ. IN.
(BALANO BE PROVIDED IN
SOF
Y
FIT VENTS)
a" i OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area)
■ I WA TOTAL#OF VENTS REQUIRED 4.09
TYP. TOTAL # OF VENTS PROVIDED 5
p 14S
F �9 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree
area)
LINEAR FEET OF SOFFIT REQUIRI 67.20
ID' -ID' FIN. FLR-L — — — — — — — — _ ID' -ID' FIN. FLR.
RNOIGHT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
I�6
r 2' 1-- 2
1
14A 6 1 61
WA3
6- ' BIRkil GT.'
1'-O 1 ID
11E a" 44
TYP.
14,
co
'TV5 nLOUVER DETAIL
iv p�
ID' -ID' FIN FLR — I - — — — — — r — — — — — — ID' -ID' FIN F
LE�"T ELEVATION
TEXTURED FINISH
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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StmDIV. ee LOT:
CREEKSIDE
LOT 29
PROJECT
0432000
MODEL:
4EBB
"1828— CALI"
GARAGE 8WING:
RIGHT
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
jAq n ^:
DATIW. 05/11/16
8CAL b 1/4"=V-0"
9iIEET
3 D
File COPY
(2) 2XI2 IBM. TO bx6 f'OST
(2) MSTA-24 8 lU !-ITS-16
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SHEET 02
FAMING PLAN
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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BU�DIY. ifk LOT:
CREEKSIDE
LOT 29
P o�2�`000
mono
4EBB
"1828—CALI"
GAxwGRI ewara.
RIGHT
PAI
FRAMING
PLAN
160 MPH EXP. C
ARCHFECT:
STATE OF FLORIDA
INT -1
DAZ05/11/1a
aCAL'&: 114- `— lm
e
4T
File Copy
CONNECTOR SCHEDULE
11 CONTROL DATE: 01-05-17
MiTek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
12) HTA 16-18
2430
(2) META-16
1985
112) 10d x 11/2" 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY, EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
y
K
Z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 11/2",1-PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
2500
(10) 16d 2-PLY, EMBED 4"
(12} 16d 2-PLY, EMBED 4"
O
LUGT-2
2260
LGT-2
2150
BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x21/4" TITEN, WOOD (16) 16d
Q
r.G
DHTA-20
2430
DETAL-20
2480
(16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15 +
4175
MGT+
3965
Ill) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2 +
9790
HGT-2+
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3+
9860
HGT-3+
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (161 lod TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"X3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
EFTA
1 510 PARALLEL TO WALL
147PERPENDICULAR TO WALL
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
(10) lod x 11/2"
(10) 10d x 1-1/2"
MUGT15
4175
VGT
4940
Ill) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3"
HUGT
7185
(2) VGT
7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"0"
MTW 12
1195
MTS-12
1000
(14)10d x 11/2", (14)10d
(14)10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16) 10d
(16) 10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20) 10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20) 10d
(24) 10d x 11/2"
LSTA 12++
930
LSTA-12++
925
(10) 10d
(10) 10d
LSTA 18 ++
1235
LSTA-18 ++
1235
(14)10d
(14)10d
MSTA-18++
1310
MSTA-18++
1315
(14) 10d
(14) 10d
MSTA-24++
1640
MSTA-24++
1640
(18)10d
(18)10d
N
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(22) 10d
<
MSTA-36++
2065
MSTA-36++
2050
(26)10d
(26)10d
Ln
KST1236
3890
MSTI-36
3800
(36)10d X 11/2"
(36)10d X 11/2"
KTSI248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) 8d TO PLATES, (8) 8d TO STUDS
SPT24
1030
SP4
885
(6) lod TO STUDS (6) 10d TO PLATE
(6) 10d x 11/2" TO STUDS
MP34
525 IN F1 @ 160%
A34
515 IN F1 @
160%
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) 8d x 11/2" TO BEAM, (4) Sd x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
H10A
1140
(9)10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18) 10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PHD4A
4175
VGT & HD7B
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
6775
ABU 44Z
2200
6665
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
LTS19 +++
1205
LTT19 +++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD
Ln
LTS206 +++
1100
LTT20B +++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD
O=
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC„ (18) 16d X 2 1/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2"
Z
HTT45
5005
HTTS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 2 1/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2"
Q
UPHD11+
14395
HHDQ11-SDS
2 5+
11810
1
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1W EMBED) IN CONC„ (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS 34" x 234" WOOD SCREWS
PHDSA
6525
H07B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., 13) 3/4" STUD BOLTS TO WOOD
TDX8
7870
(1) 7/8" A.B, IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC, (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
7130
MBHA
3.56/11.25
3475
5330
(1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d ATJOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
HUS4121F
3060
2710(100%)
HUSC412
(WOOD)
3635
2660(100%)
(10) 16d TO HEADER, (10)16dTO WOOD
(10) 16d TO HEADER, (10) 16d TO WOOD
3325 (125%)
3265 (125%)
w
HD4101F (CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4., TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD:
z
=
HD210-21F (CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"' TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
6065
LGUM26-2-SD
1430
5595
(4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HDANCHORS (2 PER FLANGE) TO CMU, (4)114 X 2-1/2 SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACTTHE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICALCELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS MQUIRED FOR THISAPPLICATION PRIOR TO INSTALLATION.
�y
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
~O
A.T.R. = A-307ALLTHREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016,
SOFFIT SHALL COMPLY WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
*FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
*FOR FLOOR JOISTS (I -JOISTS) -STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMI NG SHALL BE MTW 12 (I NCLUDI NG FLOOR TRUSSES).
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MINIMUM WALL & HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH & BEVELTO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
MINIMUM WALL AND HEADER
STUD REC UIREMENTS
FUND
XIMUM HrADI=R SPAN M.) UP 5
TO '-fd'TOg'-O°.
4'-II I/2' 1'-11 I/2' AND UP
NUMBER OP 1-41=ADEsR STUDS
SUPPORTING END OF I-IEADI=R 1 2 3
NUM5I=R OP BULL LENGTI-4 STUDS
AT 3=AG4 END OF I-4EADER ) 2 3
2x12
(�"1 SYP)
tA&' OSS
ll-
NAIL (3) 12d 6 6'-S' OZ.
TYP. 2x12 BM.%HDR.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 29
PROJECT#
04321.000
r�®DETA
4EBB
"1828-CALI"
GARAGE B'1111iMG:
RIGHT
PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP. C
a T " 05/11/18
' WCALE: 1/4!=f-0S'
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File Copy
ELECTRICAL LEGEND
SYMBOL
pEPINITION
NOTES
129V OUTLET
20 AMP SINW-E POLE
Ilmv OUTLI t
110v OUTLET
I/2 rA OU.4 t WIRE D
ro SIUIYG-I
/^\
GFI
Ilmv OUTLET
EQUIPED WKaRYD MAUL
EIRWttAMPER
INTSOTAN
I
RESISTANT TYPfi)
220V OUTLET
(4) WIRE CONNECTION
WATERPROCP
I
OUTLIFI
NCtitoUNDPAULT
SWITCH
3-WAY OPER.
�;4
SWITCH
4-WAY OPER
WALL MOUNTED
�f
LIGHT
CEILIW3 LIGHT
Qo� VP
uAcs4+PaQ PROOF
`Dl
RECESSED CAN
�-
WALL SCONCE
PRE -WIRED
VENT. FAN
I CPI PER SQ. PT.
VENT, FAN
W4JCA* t
I GFM PER SQ. Pt.
VANITT COW—
FIXtURE
(SPECS 150 BY
aw rota.
u
FLUOSGENT
2_$
ARDJND
2'PLU0RESCEN7
4' PLUORESCETIT
4' rRACIC I_ICsI-Vr
h-Q---er--o— -e�-I
PANEL
METER
S.D.
BATT. BACK-UP
W! HA 21111RE
SMgGB CEIECiOR
SD.
WALL MCWTED
SMOKE DETECTOR
5ATt. BACK-UP
W/ HARDWIRE
..wrtarw4-i�nwnivcr TER-GONVE
® S/CO M
pET£CTOR ii I 5E A
CCr100 OF NOT LESS
Pr-NDANT LIGHT
I�
Il/
NATUFAI- GAS
CUTLET
►
TEL.EFLIONE JAGC
�
WATWeAMR
ER
rQ Im ELEVATED
Dleca�NEcr
Tv. 1 1 TELEVISION JACK
O J-ewx ACCORDANCE W/ SOX
MAR -MD AS SUCH FOR
CEILING FAN/LIG--IT IACGORDANCE W/ BOX
MARKED AS SUCH FOR
FLOOD LIGHT
7 OPT. SECURITY
KEYPAD
LQ PH, PUSI4-BUTTON FOR 04IMES
USS PORT
LOCATION OF TV JACKS 4 PHONE OUTLETS 4
FANS TO 5E VERIFIED e HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR 6TH
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI ® ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS Or SECTION
MI501A F5CR 6TH EDITION (2011)
LAUNDRY ROOM RECEPTACLE SHALL 15E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CC5LE PER ELECTRICAL PROVISIONS OF
F5CR &TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 6TH ED (2011).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHTING MUST 5E
ENERGY EFFICIENT TYPE PER F.B.G. ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2011, 6th EDITION R404.1
r 7
LANAI
CEILING I,
MTD. LIGHT
TO BEI
INSTALLED, I
I PROVIDE
I J-ESOX FOR
OPT. FAN
WIf \
AFI -
v �i
LIVING
ROOM
PRE -WIRED
CLG FAN
\
\\ I
SWITCH IN \
CABINET OUTLET
— — -
FOR OW
.I W1
Oi='T1
t -F I /
�KITCHEN
PAN.
RANGE �
HOOD WIRE W/� .-
OUTLET FOR
FUTURE MICRO
BDRM.#3
PRE-WIREq
\
CLG FAN
\
~,I
1
r
BATH #2
BDRM.#2
/
/
PRE -WIRED
CLG FAN
II
I /
E3. FOR
w
1
0"
Lf OWNER'S
SUITE
FQ
� PRE -WIRED
CLG FAN
S/CO
— FPJX'
0.
BATH
LAUN:
GFI
O - _
r-1 I
1 lO l� II� I
BDR DE 4/
i�'RE-WIRED
CLG FAN
I �
II "RAI
44"
GFI AFF. GFI 44"
P.B. FOR
GARAGE AFF.
DOOR fbq'—
� Lf� I
WALL MOUNTED
�\ LIGHT W/SWITCH IN
\ ATTIC
\
CLG.
�-d s.
KEYLEES OUTLET
FIXTURE:
'ENTRY
GARAGE
BOLLARD
AS REQ.
PER BLDG.
CODE
IRRIGATION
OUTLET m
4W AFF.
I^I IFI
— — — — — — — — — — — — — — '
OPT.
COACH
L IGHT
METER
FIELD
VERIFY
LOC.
ELECTRICAL P CLAN
W P Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 24U V -1 Ph MAIN: 150 Amp M.C.B
FEEDER:3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#210 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
Space
IA/C
#12
2
20
irrigation Pump
1000
3
4
Space
5
6
5304
C. U. -1
35
2
#8
Space
7
8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER:3-#1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
SmallAppliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
8
# 12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1 1
#12
#14
1
15
Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
110
#14
1
15
Living Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry f Bed #4 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space
23
24
900
Owners Suite AFCI
15
1
#14
Space
25
26
900
Owners Bathroom AFCI
15
1
#14
Space
27
28
900
Exterior Lights and Recept GFI
15
1
#14
Space
29
30
1o00
Irrigation controls only
20
1
#12
Space
31
32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater5 KVA at65%
5525
39
40
Space
41
42
Space
Load subject to demand factor calculations / line
16000
27600 1
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor
43600
First 10000 watts at 100%
10000
Remaining watts at 40%
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Total Amps (watts / 240 volts)
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Lts & Rec 3 W / Sq. Ft.
5484
HEHats 1 at 65W/Li ht at 100%
65
Total General Lights & Rec (Watts) 5549
Ckts# watts/ckt Total Watts_
_
General Lts & Rec Panel A 1_
91
6171
5549
15@ 4 Ii= LECtR1C:AL R16ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR &TH
EDITION (201-1), LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMIEENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POLL ER COMPANY
TRANSFORMI=R
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARK
E:LEcCTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3412/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3
04/0 AL, THWN + Imo CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I MLOSE
NEMA 3R ENCLOSURE
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR &TH
EDITION (2011).
5/8" DIA X S FT LONG COPPER CLAD GROUND ROD
Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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ISUBDIV. de LOT:
CREEKSIDE
LOT 29
PROJECT
0437000
MODRIA
4EBB
"1828—CALI"
GARAGE t WDM:
RIGHT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT
STATE Cf= FLORIDA
MAY � M i8
ROLAND A. C RA
AR NO 93 2
`
DATATE:E: 05/11/18
DCALE:1/4"'ti "
09HEET
5.1
File Copy
LIVING ROOM
1�0xro CFM 120 GFM
I
I
I
I I F- -_
- KITCHEN 1rox6
120 GFM
---1 o Of --
BDRM.#3
-t5 cr-M48
Q
g 0 8X4
5
BAT rQ
n
12Xa
im
I d ,a
LANAI
DINING
ROOM
=____1-1�
12XI6 11
M ITEt*
LOUVERII
PLANTATioN
ISO-04 2V
MAX AIR
\\\�584.15 GFM
71
C3"
I'
o/- •tur 3
�4" SX4
1 W.I.C. 45 GFM
LIC,11
4"
OWNER'S
SUITE
loxb
I MP CFM
/ T15 GFM
5" BDRM. 4/
DE
rm
r �
I I
L - - - - - J
0
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00
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BDRM•#2 FOYER
CALI EQUIPMENT 5C4iE RULE
`\
3 TONS
MFG CARRIER
l
GU 25HBC536Ap030•
- -
GARAGE
AHU FX4DNl5,FJ03 iL
HEAT 5KW
ENTRY
SEER 15 SEER
TOTAL CAP 34800
_ _ _ _
EE/2 LCTRIC 20830/IpF
BRKR CU 35 AWIJ 35
-----------
REF LINES 3/4" t 3/8"
HVAC ]LAYOUT PLAN
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stmDm a LOT:
CREEKSIDE
LOT 29
PROJECT#
04321.000
MODEL:
4EBB
"1828-CALI"
GARAGE 8WING:
RIGHT
PAGE:
H VAC
PLAN
160 MPH EXP. C
J
DATE: 05/11/16
SHEET
tD
File COPY
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AR7EIt ON HELL-GOMfPAGTED CLEAN
L ro O 4OTREA
6'X6' WI4XWL4 m — - - < ,� PILL CIE TREATMENT SHALL !9E
FILL. '1T CLEAN 'tt 4'-MI YET VApIX2 F�'TARDER w META F118D O MIES4 OCCMPAL. VAPOLEAN z • OR PiDBiMES-4 -*-P� �E W oCGNG REINFOIv44 O W/ PACT' POR ' _-MIL VAPOR ALL BE BORA-CARE ri I, -m" 4° - ° RIBA- RE FORCED W/ A WSI AT PRAMIPYa. Id - ° 4 . q ' CGYJC.ER R ON Lri-ED W/ PACT' P CLP.4 PIDER"a8LL
H ON b-MIL VAPOR
'° AIlE ADDLED AT Pi64M1@Y. . - GLEAN PILL TERMITE ) FILL. TE T✓='IREAT1 TlT TO CE �'- � FIB- RED APPLIED
Yi '' -O. q„ PDORA FPLAD77 AT FRRMI C L q„ CT1 eD R ON CHAl1R6
w
/ 0 p q"
T ° 9 REB/+R ON GPLAIRB [7) b I�aAR AIRS CFANRB _—e C7) �b REAR G-IAIRB
4 ,r CNR t° _ . _ , _ GARAGE STEP—UP
l I
GARAGE STEP—UP 6E AlLL' L 1' VV 111\LT U "
// 1-STORY L.B.W. SCALE:
1—STORY FOOTING 2—STORY FOOTING
W/ UPLIFT AT GARAGE AT GARAGE SLAB AT S.G.D. 2 SHOWER RECESS FOOTER
@E�XT,P�,NDED FOOTING E DLAM, W' L HEI Ea 8 A
w1'uSCALE: I/2'=1'-0'�' =1'-m' BCAL E: I' • I'-®
s
z -
!V 9 REPAIR VERTICALLY W/ CONC. Jr
- - POURED CELL y ONC REINP. W6'k6' WIAXWAg LLUM
am ENER3Y ON 6411E POLY ETHYLENE VAPOR
INSULATION R-`; RETARDER ON DELL -COMPACTED CLEAN
TEXTURED 'Irm 11TE TREATMENT SHALL BE
-lieCARE
6' CM6 = !7) 9 RE ON CHAIRS -
21 1/2' m LAB AT GARAGE �TED DCND REAM
VARIES ELEV.
TE VERTICALIZCNT RE6.4R
J' 7 SERVICE DOOR� I __
aGALE: IRA='-d i0 HORUV 0' H
R1:aAR UV 10' HOOK z ' TO HORIXGNT
� 0'-O' FIN. MLR. LAir lk
FGROUTED aO1ND BEAM e
C ° REBAR W/ 10'
YUCGO /J/ ,�\ NOT USED ,/'crwuc AND DEAL ° a VARIES PER ELEv. - RIES PER EILEV.
z w OF 4' CONC. MiNPORCEP W/ b'Xb' I i /I ` / - 49
WL4XW IA WWF OR FIDEM ES4 ON 1 ��� GAS LINE-
ro 6-'lIL VAPOR RETARDER ON L `
a ° ° LL-COMPACTED CLEAN PILL NOT USED ...- TED noND aEAM
R
TREATMENT TO DE POURED LRITEL OCNr. ITYFJ -I �' PVC SLEEVE 1 T E�
-CARE APPLIED AT "off V CM Pli I ED CELL (TYP.) _ FOR GAS LINE R
Ilk�1 y ; »c WALL FRAMING "' " 6' 16W CHASE THRU POOTUNG - -- n
? 0 I,4' ._ e" a' [3) 9 RE ON GiASRS _
(4))Pxl' ANCHOR BOLTS m (4))i'XT' CMU
IA' DRYWALL I -STORY
<'-m' (2) YD MBAR ON CHAIRS '
O ,' r J-BOLTS MA'L b' EMBEDNF1Nt Wf ]'X7'XI/B' _
FLOOR T BOND BEVY.. BETW46494 AND NUT SPACEP E IN JOIEVENLY
P WOOD BABE ]-aTORY ,
2—STORY FOOTING PRIOR TO PILL MG.ISLEEVEDANC}I N [3)+BEBARONGHAIR6
SOLID POUR ACCEPTA51 a RETROFITI s .
13 w BLOCK WALL EXT. /INT. FRAME WALL TO ° -
SCALE: in''r-m' jr. BLOCK WALL CONNECTION 11R1 CELL VERTICALLY W/GONG
F
W
SR
O
F
q
F
A
I
ti
stTSDm dt LOT:
CREEKSIDE
LOT 29
PROJECT
0432000
MODEL:
4EBB
"1828—CALI"
GARAGE 9WMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
SCALE: 1/21.I'-0' ° . , . SEE ENERGY GODS FORME FOR
a INSULATION R-VALUES 4
1 GAS LINE THRU BLOCK in: _ W_ BD. - a F CMU GT10%' ° U. FOR INOUTSPECTION
TIONREQUIRED ARCHITECT
FOR mTaPEcrroN STATE OF FLORIDA
=1'-O� z _ WOOD MADE
I ° NOT USED T `�i w 4' GONC, MEM, UY 6'rb' UAAXWAO WLM
z p ON 6-MIL POLY ETHYLENE VAPOR -
z 144, i s� RETARDER ON WF1L-COMPACTED GLEAN cJ ° C-01 FIN. PLR 0'-0' PIPE PLR
PILL T�N ERMITE TREATIT &HALL DE .. .
501RA-CAFE TE VERTICAL IIEDAR s IE VERTICAL REDAR
' (1)9 MIDAIR SET IN SMPSOTN HIGIN + g - - ., ° TO HORIZCNTAL a HORIYONTAL
STRENGTH EPDXY b' EMBED. MAN. (7) 9 REPAIR • I -STORY . _. _. - .. � � REB.AR W/ 10' HOOK W/ N HOOK
F (3) 9 MBAR • 7-6rORY
�.�; 4..r.° ems. CONTANUGUa ° a: MAR n
U
OIITBTD£ REBAI[ TO BE v 6' 1'M/C CHASE THRi FOOTING Z i
4' C24C, REU.F. W/ 6'sb' WIAXWL40 .,�°� �� �•� a [I) 9 VERT. DOWEL
U
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VAPOR RETARDER ON lU 9 MIDAIRAT CORNEIRS E I -STORY �.1� tyl7rf�f
DELL -COMPACTED CLEAN PILL ° 0 76' LAP MIN. ;,, O �' 4" (2) 9 REMAR ON C 4AIM AR IVO �w7/ LV
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BORA-CAHORIZONTAL/VERTICAL REINFORCING AT
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PIPE THROUGH REINFORCING BE CHANGE PRINT
TYP. RETROFIT FOR — E -0-a F DATE: 05/11/1$
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. -v "�
ALL, ]EX'I'_ERROR F'O07=1]E�S Arr FINIS]EI ST AB'S '�I�'0 BB MIN. 12" BELCDW UINTIDISTURJRElID SOIL, CONTROL DATE: 07/O1/15 � JL
FileCopy
FIBERGLASS SHINGLE
OVER 030 FELT III
INSTALLED PER FRCP
RR905.1.1 ON a" O.S.
SHEATHING OR }" CD:
PLYWOOD SECURE!
PER FASTENEI
5CHEDUL,
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
yul
1—STORY
(D
BLOCK WALL
SCALE: -3
SEE ENERGY CODE FORM5 FOR
VSULATION R-VALUES
' GYPSUM BOARD OR i" HIGH
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL EILK W/ (1)
5 REBAR CONTINUOUS
'RECAST LINTEL
EE ENERGY CODE FORMS FOR
ISULATION R-VALUES
,1fNDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS 16" O.G.
8' CMU
1/2' GYP. WL. BD,
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RRS05.1.1 ON a" 0.5.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ I/Vx0" AZ.
wl 2' DIA. WASHERS, 1"
MIN. EMBEDMENT WITHIN
8' OF EA, END, 32' O.G.
MAX IN FIELD.
GONG. FILLED LINTEL
BLK. W/ (1) "5 REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) M5 REBAR-
VERTICALLY W/ GONG.
POURED CELL
8" CMU
u
1—STORYo
GABLE BLOCK~
2 WALL
SCALE: 3/4" = I' -0"
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE 15AY5 4'-0" O.G.
(AT SHEATHING SEAMS)
STIFFBAGK At ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
vii'1s��
2x4 RAT RUN SECURED W/
(2)12
la) lad'6 m EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM 15OARD OR 1/2'
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
f PRE -CAST GONG. SILL
F . - Ix2 P.T. FURRING STRIPS 4a 24" O.G.
1/2" GYP. WL. BD.
WOOD SASE
2X4w
SECURE To BLOCK W/
2X4=
2x4a
SECURE TO BLOCK W/Y4
TAPGONS OR DRIVE PIN
SECURE TO BLOCK W/ V*'
ONS OR DRIVE PIN
TIN.
(MIN. 614ANK SIZE .14b
TAPCGNS OR DRIVE P
(MMSHAIN
SPANK SIZE
MIN. HEAD 817E 300
[MIN. SHANK SIZE Job
MN HEAD SIZE! 3000
MIN. EMBEDMENT 1 Y1)
WITHIN 8' OF EACH END k
MIN. HEAD SIZE 300
MN. EMBEDMENT 1 Y4)
MN EMBEDMENT 1 A9 NOTE, STRUCTURAL 2X MUST BE
B' CMU
18' O.G. MAX SPACING.
NOTE: STRUCTURAL 2X MUST BE
WITHIN 8' OF EACH END k
NOTE, STRUCTURAL 2X MUST BE
WITHIN 8' OF EACH END 4 ON OUTSIDE k SECURED
1P DRYWALL
ON OUT8IPE k SECURED 174ROUC5H
18 Or. MAX 6PAGM0.
ON OUTSIDE < 9EGU}�D
Ie' O.C. MAX SPACING. THROUGH NON-STRICTURAL 94'
I'Xd' OR I'KZ' r7. NAILER
2®
�bdRP t0 BLOCK W/2-�1L'
NON-STRUCTURAL %' TAPCCN
MN. I-W EMBEDMENT INTO
2Xbm
THROUGH IK IA' NON-STRUCTURAL N'
TAPCON MIN. IA' !EMBEDMENT
2X6 INTO BL MN I-Y4 EMBEDMENT
SECURE TO BLOCK INTO BLOCK
Ix4 P.T. OR 3yX4' MIN.
TAPGONB OR DIVE PM
BLOCK
Ctll� t0 BLOCK
INTO BLOCK
WA-1/4' TAPCONS OR
❑
SECURE rHR! FRAME k
(MIL BHAW, SIZE.14b
WR-'3G,' TAPCONS OR
DRIVE PIN
EXTEND I-Y1 INTO BLOCK
MIN. HEAD SIZE 300
. CMU,
DIVE PIN
(MN SHANK SIZE .146
'
❑
W/ %1 TAP'GONS OR DRIYP
nIy EMBEDMENT I Y4)
(MIN. SHANK SIZE .145
cm
MIN. HEAD 612E 300
CJMU
PINDRYWALL
MIN. SHANK SIZE JO
WITHIN 8' a= EACH END ♦
CII MAX SPACING.
'X4' OR I'XJ' PS. NAILER
MN µFAD 8IZE 30ID
MIN. EMBEDMENT 1 Y')
,DRYWALL
'X4'
MIN. EMBEDMENT I YEN
'DRYWALL
I'X4' OR I'X2' P7. NAILER
MIN. HEAD Sim 300
1V
2XB�
❑
WITHIN 8' CF EACH END k
❑
OR I'XJ' P.T. NAILER
WITHIN B' MAXEACH END k
18' O.C. X SPACING.
❑
MIN. EMBEpMET1T I-Ya'
SECIURE TO BLOCK U!/J-
J(.' OJ3J'�. X 4' MIN.
10' O.C. MAX SPACING.
2X9�
1 08J5. k 4' MIN.
WITHIN e' CF EACH END k
18' O.G. MAX SPACRN(3
TAPOO'U6 OR DRIVE PIN
lMIN SHANK SIZE .145
DCOR CASING
2XD� ,
SECURE TO BLOCK W/2 %
DOOR CASING
SECURE TO BLOCK W/1-1/4'
TAPCONB OR DRIVE PM
DOOR CA51NG
DOOR CASING
DOOR JAMB OR WINDOW
MIN HEAD SIZE 300
EMBEDMPNt I Y4)
DOOR JAMB OR WINDOW
TAPCCNS OR DRIVE PIN
(MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
MMN SHANK SIZE .145 DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MIN.
WITHIN V OF PACµ END k
ATTAc 4 TO 2X PER
MANUFACTURES DETAILS.
MN µFAD SIZE 300
ATTACH TO 2X MR
MIN. HEAD SIZE 300 ATTACH TO 2X PER
MIN. K-"M MENT 1 Y4') MANUFAC7w�S DETAILS.
MANUFAGT11RE8 DETAILS.
IV Or- MAX SPACINCx
MN EMBEDMENT I Yi J
MANUFAGtURPB DETAILS.
WITHIN 8' OF EACH END k
NOTE: SHIM AS NEETDED 70 PLUMB
NOTE: 641M AS NEEDED TO PLUMB
WITHIN V OP EACH END 4
18' 01 MAX SPACING.
NOTE, SHIM AB NEEDED TO FWMR
NOTE, SHIM AS NEEDED TO PLUMB
IS' O.C. MAX SPACING. JAMS (DO NOT EXCEEDYI/
JAMB (DO NOT EXCEED A9
JAM15 (DO
NOT EXCMED Y4')
JAMB (DO NOT EXCEED Y4')
1 +5
DOOR JAMB TO BLACK +3/4 OR +5 4
DOOR TAMS TO BLOCK +1-15/]�"
i1 NtNDOF TO BIDCK +1-18 8
DOOR JAMB TO BLOCK +3"
/>1 1fDJDON TO 'UCK +3"
DOOR SAMB TO BLACK +3-7/18"
(n,l 'SINDOM TO ffiACK +9-7/IB'
ffiRDOw TO BLOCK +8/4 OR
`) , 3/B .V o
IJ CE 78 .
-
_
�l s/a = -m
J 3/8 = -¢)
2X4s
2X4:®
SECURE TO BLOCK w/ W
2"11111
SECURE t0 BLOC"K W/ i(r'
SECURE TO BLOCK WI W
TAPGONS OR DRIVE PIN
2X4m
SECURE TO BLOCK Wd4
TAPCONS OR DRIVE PIN
TgPCONB OR DRIVE PM
(MIN. SHANK SIZE .145
MIN. HEAD 812E 300
tAPGON6 OR DRIVE PIN
lMIK SHANK SIZE .146
(MIN. 514AW SIZE A45
MIN. HEAD SIZE 300
(MIN, SHANK SIZE .145
MIN. HEAD SIZE 300
MN EMBEDMENT I Y4') WITHIN
MIN. 14E06.0 SIZE -.00
MIN. EMBEDMENT I A') WITHIN
MIN �MBEPM'E:NT I Y4') WITHIN
V OF EACH END 4 18' O.G.
MAX SPACING.
NOTE, STRUCTURAL 2X MUST
MIN. EMBEDMENT I Y4) NOTE, 6TFAJGTURAL 2X MUST
WITHIN 8' O° EACH END <
8. OF EACH END k IVOr-
B' QI EACH END k 18' OG
NOTE: SINUCtUR.4L 2X MUST
2X6J=
BE ON OUTSIDE k SECURED
0' O.G. MAX SPACING. BE ON OUTSIDE k SECURED
MAX SPACING.
MAX SPACING.
BE ON OUTSIDE 4 SECURED
BEGIJI t0 BLOCK
THROUGH NON-STRUCTURAL
2X6 THROUGH NON-STRUCTURAL
2X6:m
2xe,41"
THROUGH NON-STRUCTURAL
TAF'GONB OR
%' TAPGON MIN. I-Y4
SECURE TO BLOCK W/I-I/4' ' TAPGON MIN.
SECURE TO BLOCK WR-
SECURETAPCO
SECURE t0 BLOCK W/2-�(i'
%- TAPCON MN 1-)4'
pRiv ,'
DRIVE PIN
EMBEDMENT INTO BLOCK
B
TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK
B OR PRIME PIN
(MIN. 64ANK SIZE .145
TAPS OR DRIVE PIN
lMIN. SF4A"I!C 61I:P •146
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE Job
(MIN. SHANK SIZE .145
MN HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
V OMU
MIN. HE BILE 300
MN PMBEDMEINT I Y4)
MIN. EMBEDMENT I Y4" WITHIN
S' CMu
MM. EMBEDMENT I Y4')
MIN. EMBEDMENT I Y4>
S' CMU
WITHIN 8' OF EACH END <
1V O.C. MAX SPACNG.
B• q.pU
e' OM FAGµ ETID k 18' O.G
MAX SPACMCs,
K' DRYWALL
WRHIN 8' GF EACF4 END
k 18' OG. MAXSPACING
❑
"x{' ORI X2' P.T. NAILER
WITHIN S' OF EACH END k
18' O C. MAX SPACING
Y)' DRYWALL
PX4' OR I'X2' P.T. NAILER
15' DRYWALL
2X8�
❑
1'X4' OR I'X2' P.T. NAILER
2Xe,m
ND 2X SECURE TO
2XB3>�
'
2x&m
I'X4' OR I'X2' P.T. NAILER
OOR CASING
8PGL11eP TO BLOCK Wl2-Ilfr'
R CASING
SECURE r0 BLOCK
STRUCTURAL MEMBER
WITHIN 8' l.7F PAGH
SECURE To 15L
P.T. X 4' MIN.
OOR CASING
SECURE TO BLOCK W/J-3(r'
TAPGG/N5 OR DRIVE PM
TAPC.ONS OR DRIB PM
W!J-i{n' tAf'CONB OR*:,UV(2)I2d
DRIVE PIN
END 4 6' TO V O,G. MAX(MN
TAPNCC OR DRIVE PING
BµANK SIZE
SHANK SIM J46
HEAD SIZE 300
DOOR JAMB OR WINDOW
(MIN. SHANK SIZE 146
MN HEAD SQH 300
DOOR JAMB OR UINDOW
(MIN. 64ANK SIZE J45
!-EAp SIZE 300OOR
CASING
JAMB OR WINDOW
.146MMN
MN HEAD SIZE 300MN DOOR JAMB OR WINDOW
MN EMIBEDh'EiNT I Y4)
MN EMBEDMENT I YW) WITHI
ATTACHTO 2X PER
MANUFACTuRES DETAILS.
MN E MBEDMIENT I V) WTHI
V OF EACH END 4 IV O.G.
TTACHTO 2X PERMIN.
MANUFACTURES DETAILS.
MIK EMBEDMENT I Y4')
TTAGH TO 2X PER
WITHIN B, OF EACH END k ATTACH TO 2X PER
ANUFAC7UREB DETAILS.
V OF EACH END k 18' D.G.
MAX SPACING.
V OF EACH END 4
MANUFACTURES DETAILS.
IS' O.G. MAX SPACING.
MAX SPACNG.
SHIM AS NEEDED TO PLUMB
NOTE: SHII't AS NEEDED TO PLUMB
8) OIN MAX SPACING. NOTE.
SHIM AS NEEDED To PLUMB
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 41)
JAMB (DO NOT EXCEED Y49
JAMB (DO NOT EXCEED )14')
JAMB (DO NOT EXCEED 41)
8' CMU
JS' DRYWALL
I'X4' OR 1°x2' P.T. NAILER
❑01I P.T. OR IY4'k4' MIN. SECURE THRI
FRAME k EXTEND I,Yl INTO BLOCK W/
' TAPCOINS OR DRIVE PIN
❑ (MIN. SHANK 61YE J45
MIN. µFAD SIZE 300
MIN. EMBEDMENT I-&
WITHIN 8' OF EACH END k iB' O.G. MAX
SPACING
C 46ING
JAMB OR WINDOW
4 TO 1X PER MANUFAGTURPB
NOTE SNIT AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLACK +9/4 OR +5/4
N'lr1DO1V TO BLACK +3/4 OR +6/4
3/e . -'V
DOOR JAMS TO BLOCK +1-1 DOOR JAMB TO BLOCK +2}" DOOR JAMB TO BLACK +3' DOOR JAMB TO BLOCK +3 3/4" v
/nl Wn4DOW TO BLACK +1-1y (1 WD'iDOi TO BLACK +2 1 4 F+ F /v1 NTRDO'R' TO BLACK +9 14" _ w
" SCALE, 3/0'. P-O' " SCALE, 3/B'=1'-0' SCALE: 3/8'•I'-0' "SCALE: 3/8'.I'-0'
zu
FASTENER SCHEEDUL.E NAIL. REQUIREMENTS TOP CORD BLOCKING AT 4' �u
ROOF DIAPHRAGM
USE I/I6" OSB. OR I/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4' O.C. AT SUPPORTED PANEL EDCaES AND 08 RING SHANK GUN
NAILS AT W O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G.
SIZE
HEAD
I LENaTI41
DIA
ITEN51LE STR
8d
ROUNDPIODINED
17/8"
.113
110"0
OR T
10d
UNDMODIFIED
21/8'
.128
110000
ORT
EXTERIOR SHEATHING NO : NAILS TO BE MFG. BY MEMBER OF INT.
USE 1/2, CDX OR 1/16, OSB PLY WITH 1'8 RING SHANK GUN NAILS AT 6' STAPLE, NAIL TOOL ASSOCIATION
Oz. AT PANEL SIDES AND 08 RING 614ANK GUN NAILS 4' O.G. TOP 4 1 0113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 00 RING SHANK GUN NAILS AT 6' O.G. At 2 RING DIAMETER OF 0,012 OVER SHANK DIAL" METER
INTERMEDIATE SUF'POR:TS OR'T/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS) SEE DETAIL. 4.0280 INCH FULL ROUND HEAD DIAMETER
NOTE, -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
-ROOF DESIGN PRESSURE BASED ON WORST CASE
OZ. MAX. IN FIRST 2 FRAMING ND I :TYP. ExT. 84 EAT141NCs ATTACHMENT
q
SPACES AT EACH END. FOR SHEAR 4 UPLIFT (0.6B. TO BE STRUCTURAL m
RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE
ROOF SHEATHING, NOT REC1t.IIRED EXCEPT a OPENINGS
z
0
�A RDDI= 5�4EAI"NING LXrOUT
AND ENDLUALL BRACING
FOR GABLE END FRAMING
SCENARIO FOR ZONE 3
\t
"8 RING BHANK GUN NAIL5 4' OG
TOP c BU'I'7UM EU4E5 _
FIBERGLASS SHINGLES OVER
•3O FELT PAPER INSTALLED
R FBCR RRtO$0 I ON all O.S.B.
SHEATHING OR �" CDX
\ PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE -1
2x4 OR fo FASCIA PER
ELEVATIONS
VENTED A M. SOFFIT J
STIFFBAC t ALL —/
TH
UPRIGHTS OVER-10"
HIGH (5EE SEALED
FOR SIZE E GONDITIO
O.S.B. SHEATHING OR }' CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 7/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALV'ID METAL LATH
ON FORTIFIBER JUMBOTEX GRADE
D PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR -1116" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL t/WA2
SECURE GABLE to 2x6 P.T. -
PLATE W//HN
. MAX
SECURE 2x6 Pt. L /'x9' ANCHOR BERSET IN 51MP50NCEPDXY -1" EMB32" OGMAX. -
THICK, 3 CLAND _CEMENT PLLIED .-
-0"
t1'p.
0_4
LJIK-_L- T I V I-ILI.`VVINr%T Z q
1— ORY GABLE
/ VAULT CLG.
LO C K WALL
SCALE: 3/4" = I' -0"
L
2X6 P.T. SECURED TO
MASONRY w/ 1/2"xS' A.B. w/
2" DIA. WASHERS, t" MIN.
EMBEDMENT WITHIN 8' OF
EA. END, 32 O.G. MAX IN
FIELD.
u
08 2' DECK SCREWS Y W-8'
O.C. MAX ® EDGE6 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICiQNE88 OF SUB -FLOOR
SHEATHING
TYP. 3/4° T4G 6Up-FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED /
(2) 12d'S w EACH TRUSS
t0 BE INSTALLED is MID. INT
OF TRUSS SPAN, OR 10' - " O G.
MAX.
SEE ENERGY G E FORMS FOR
INSULATION R- ALUE5
' GYPSUM OARD OR }' HIGH
StRENGT CLG. BOARD
2x AILER
x4 ® 24" O.G. g INTERIOR KNEE
WALL
CONC. FILLED LINTEL BLK W/ (U
a. 05 Rr=5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) "5 REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS lb" O.G.
° -MU
I ' CsYP. WL. BD.
NOTE:
PER F5CR RS05.1.1 - FOR ROOF SLO 5 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST BE PER ASTM C P TY
II, ASTM D 486S TYPE IV, OR ASTM D 615-1
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) s 24'
O.C. MAX
SIMPSON
Q HEtA-16
(T''P) VERIFY
7W/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36' OZ.
MAX s TRUSS BTM.
CHORD, SECURE W/(3) 10d
NAILS ® EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2' =I'-0"
08 fI SHANK GUN NAILS
+ 6' O.G. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O_%j5. TO BE STRUCtURAL GRADE)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
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W
a
w
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4
W
K1
F
A
IBuDDrv. de IAT:
CREEKSIDE
LOT 29
PROJECT#
MODE?.t
4EBB
"1828-CALI"
GARAGEl�lwINCi1 ':
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Mq�
apt. 05/11/18
sCALM 1/r=1'-0"
�9HEET
ID
File Copy
IBERGLASS SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
05.1.1 ON a" O.S.B.
2x4 BLOCKING BETW N
TRUSSES AT FIRST (
PI RGLASS SHINGLES OVER
PROVIDE SAVE
5H ATHING OR �" GDX
BAYS 4'-0' O.G. (A
1130
FELT PAPER (OR
BAFFLE OVER THE TOP
P YU100D SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED
EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
EMBED. STRA
030 LT PAPER INSTALLED1110.5.
B. I-IEAt�-IINCs OR " CDX
CLEAR VENTILATION
SCHEDULE
VERIFY W/ T SS
PE FBCR RR905.1.1 ON �"
PLY OOD SECURED PER
PER FBEG R402.2 3
PRE- NG WD. TRUSS
i, PLAN
O.S.B. EATHING OR �" CDX14
F 5TENER SCHEDULE
24' O.C. MAX.
PLY OD SECURED PER
F TENESCHEDULE
PRE-ENG TRUSS
ZIP SHEATHING SYSTEM
(INSTALLED PER MANUP.
MTL. RIP EDGE
SEE ENERGY CODE ORMS
I-0R �
MTL. D IP EDGE T7'�. I
E, �
PRE-ENG D. TRUSS
TL. DRIP EDGE
SEE ENERGY GOD FORMS
SPECS-) OR
WOOD SHEATHING
FOR INSULATION R aLues
2X4 OR 2x6 ASCIA °H 24" O.C.. X.
�`
2x4 OR x6 SUB -BAND
FOR INSULATION -VALUES.
2X4 OR 2 FASCIA
2
5/8" GYPSUM BO OR I/2"
PER ELEV LIONS
PE ELEVATIONS
' GYPSUM BO OR
WR5 LAYER M,
PER VATIONS
HIGH STRENGTH LG. BOARD
T. 2x4 RAT N SECURED
HIGH STRENGT CLG.
STUCCO WRAP
DOUBLE TOP P ATE
VENTED ALUM. S It
W/ (2) 12d's 6 CH TRUSS
VENTED
UM. SOFFIT
BOARD
wRB LAYER wl, FORtIFIBER
VENTED ALUM. OFFIT
°"
WINDOW HEAD R SIZE VARIES
" u 1
I/2 GDX OR 7/16 Be
SEE ENERGY DE FOR 1S FOR
F ^ BUILDINCs PAPER
AL
O.N.
PER WINDOW PENING SEE
SECURE TO WALL R
INSULATION -VALUES
1,000" UPLIFT
SIMPSON
'` >FABTtTI TOWOODSTRUCTURAL
HEADIER SP CHART FOR
FASTENER SCHEDUL
5/8" GYPS BOARD OR
ONNECTOR
5P2 a E
MEMBER • 7" O.G. MAX
1/2" CDX OR i/16" SB
DETAILS
ON SHEET D
1/2 HIGH RENGTH CLG.
2 5YP +'2
2X8 STU
1' vs,
SECURE TO WALL R
WINDOW A ACHMENT AS PER
OR 1/16" ZIP
BOARD
D TOP
0 WOOOD
'
FASTENER 5GHEDU
ON SHEET
MANUFA URES SPECIFICATIONS
SHEATHING SYSTEM
DOUBL TOP PLATE
PLA E
" 'M" TYPE CONTROL JOINT
'
OR 7EE Zf
WINDOW ILL
(INSTALLED PER
WINDO HEADER SIZE VARIES
PER NDOW OPENING SEE
FRAME to 5LOCK
CoNNECTION SEE DETAIL
SHEATHING SYSTEM
2x6 St D5 16° OG. MAX W/
MANUF. SPECS.)
HEA ER SPAN CHART FOR
ZIP 5I-I Ti-IINi3
n
(INSTALLED PER
INSUL. SEE ENERC4Y GORE
DEt ILS
SYSTEM NSTALL)=D
RY WALL
l ISMETAL LATH STRIP
;!
MANUF. SPECS.)
-I/s
Po FOR INSULATION
V CUES
Will OW ATTACHMENT AS PER
NUFACTURES SPECIFICATIONS
PER MAIM SPEC5.)
I DIA ANCHOR BOLT
" 11MASONRY
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
BEFORE APPLYING
THICK, Goat
7/8' THICK, 3 coat
OR
12H
"
CEMENT PLASTER
;.,
i G SUBFLOOR GLUED AND
CEMENT PLASTER
INDOW SILL
WALL
EMBEDMENT AND
TEXTURED
APPLIED To METAL
RELIED AS PER FASTENER
APPLIED To METAL
2x6 STUDS a 16" O.G. MAX W/
SI IEATNINCx
DIA. WASHER
FINISH • MASONRY
LATH OVER 2 LAYERS
HEDULE ON SHEET D2
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE
8, C-MU
V
OF GRADE D
OF GRADE D
FORMS FOR INSULATION
2x8 SYP 1*2
I 5PI
BUILDING PAPER OR
BUILDING PAPER OR
R-VALUES
WOOD STUDS
aaEA. X8
2X
PAPER BACKED LATH
PAPER BACKED LATH
" T E G SUBFLOOR GLUED AND
At 12" O.G. MAX
STUD
VERTICAL CONTROL
OVER AN APPROVED
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED A$ PER FASTENER
BETWEEN DISSIMILAR
SCHEDULE ON SHEET D2
2x8 P.T. SYP *2
A(1)
o
SOLE PLATE
COURSE TIE -BEAM
ATERIALS
POURED SOLID WITH
��-'`
DETAIL -1B/WA2
-
PRE-ENG FLOOR TRUSS
z
CONCRETE. (1) *5
SCALE: N.t.S.
(INOTALL PER MFG. SPECS.)
111 4
REBAR HORIZONTALLY
GONG. FILLED LINTEL ="
BLK W/ (1) "5 REBAR
GYPSUM BOARD OR HIGH
5t1 NGTH CLG. BOARD
pEtAIL �B/WA2
AM
o d
WEEP 5CREED PER ^
ASTM 92G�-C 1063-C ( )
PRECAST LINTEL
" T < G 5U5FLOOR GLUED
NO SCREWED AS PER
CONTINUOUS
O
Ix2 NAILER/DRAFT STOP
O
PRE-ENG FLOOR TRUSS
(INSTALL PER MPG. SPECS.)
(SEE DETAIL 2/D3 "`••///
WINDOW ATTACHMENT A5
FA EVER SCHEDULE ON
SHEET D2
-
15
PER MANUFACTURES
GYPSUM BOARD OR } I
z W
SPECIFICATIONS
FASTEN 2X4 BBON CP
SEE ENERGY CODE FORMS
:.
HIGH STRENGTH CLG. BOARD
JUU Q
;
GMU) W/ C$) 12d N 5
FOR INSULATION R-VALUES
-
IX2 NAILER/DRAFT STOP
� O
PRECAST SILL
FW-CAST LINTEL
-
CONC. FILLED LINTEL BILK W/
!L.
z
—
*15 REBAR 61 16
O.C. MAX IN
-
P -EN
RE OR SS
WI OW ATTACHMENT AS PER
O A CONTINUOUS
I "5 REB R GONt NUOU
z
w
CONCRETE
(INSTALL EG
MA AGTURES SPECIFICATIONS
EE ENERGY CODE FORMS
(X z
POURED C L,
2 P.T. FURRING STRIPS
-
5/8" THICK, 3 GOAT
PORT LAND CEMENT
PRE A5t CONCRETE SILL
R INSULATION R-VALUES
VERIFY P
16° O.G.
GONG. F f L BLK W/
PLASTER APPLIED
P CAST LINTEL
�O
—
13
PLAN.
MU
CI B CONTINUOUS
DIRECTLY TO
MASON R
{I) BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT A5 PER
O
R-4.1
1/
I/2" YP. wL. BD.
I B B O N
ING
5/V THICK, 3 AT
MANUF CTURES SPECIFICATIONS
O U
IN CATION
C1J #4 NTINUOUS REBAR
FASTENING DET
Ix2 P.T.FU
® ' O.C.PLASTER
PORTLAND MENT
PRE-C T CONCRETE SILL
6
ST
LIED}
WOOD SE
SCALE: 3/4"=1'-�D°
DIR TLY TO
(1) w5 REB R VERTICALLY
O
iQ
04 REla 48" LONG
I/2' GYP. WL. D.
ASONRY -
GONG. P URED CELL
Z
W/b" HOOK W 24"
AlW/
Al
t
WOOD BASE
Ix2 P.T. PURR G
_ <
MIN, 24" IN S B
STRIPS ® 24' G.
O
Y
Roc�F TRJSS UPLIFT
_
i
FIN.(=LR
8U
- -
v
�f
-O" Cl IN-
CONNECTOR NOT
FO
O
1/2, Gyfa. WL. Do.
� O � '
cLSHOWN
TY (St
a¢Ie
z q
WOOD BASE
SHOP DursB.)
^-
..
W
LL I
3 1/2" CONC., RE W/ Io'x6
-�
°
a. a W1.4XWI.40 WWM ON -MIL
EXTERIOR WALL
C TIO N —
POLY ETHYLENE V POR
BLEAtHNG IIEEE
NOTES) FASTEN STUD
_ �L�
O O D
RETARDER ON
EACH
W/ DOE, TOP PLATE
W/ USP SPT24 NAIL
2—STORY
— STORY L
WELL -COMPACTED GL AN
PER MANUF. SPECS.
WALL—
WALL
FRAME TO > �' '�,�'�
FILL TERMITE TREATME T
RM
SECTION
SECTION
LOCK WALL '�
B
SHALL BORA-CARE
6 - (3) � REBAR CONTINUO
SECTION AT TOP
1
XTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
ON CHAIRS
*2174
FIRE RGLASS SHINGLES
PRi -ENCs GABLE TRUss
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
OVER FELT PAPER
INSTALLED PER FBCR
PRE-ENG GABLE TRUSS
NOTE-
XTERIOR WALL StUDS 4 PLACE STRAPS SPACED
INSTALLED PER FBGR
ON OSB.
SPF STIFFBAGK IEEE SEALD TRUSS
RR905.1.1 ON OSB.
SPF StIFFBACK (SERE SEALD TRUSS
DIAGONAL BRACE +
AND FASTENED AS
TALL 6HEArH1NG SHOWN wltH ONE
RR905.1.1
ENG. PACK FOR SIZE 4 CONNECTION)
ENG. PACK FOR SIZE t CONNECTION)
CENTER OF TRUSS
ADDITIONAL S At
SHEATHING OR CDX
2X4 SPF BLOCKING BETWEEN
SHEATHING OR I' CDX
2X4 SPF BLOCKING BETWEEN
SPAN OR HIGHEST
FASTEN STUD o 5LocK WALL EACH WINDOW STUD
WITH USP PAS STRAP TILL
PLYWOOD SECURED
TRUSSES AT FIRST l5) BAYS 4'-0'
PLYWOOD SECURED
PER FASTENER
TRUSSES At FIRST C5) BAYS 4'-0'
RIDGE. DIAGONAL
FASTENERS A6 6H INSTALL
PER FASTENER
OC. (AT SHEATHING SEAMS)
SCHEDULE
O.C. (AT SHEATHING SEAMS)
BRACE to BE w ANY
STRAP ®EA EN
SPACE btR4Pb
uNo) e
S, 1 ON NAILS
OWC.
SCHEDULE
NOTE
SPAN 15'-0" OR
-i't0 MPH 'G',
'
7llD (0.148 DIA X I I/2'
32
MtL. DRIP EDGE
DIAGONAL BRAGS +�
MTL. DRIP EDGE
2X4 OR 2X6 FASCIA
GREATER. REFER TO
TRUSS ENG. FOR
-1t0 MPH '5'_ 32' O. )
-160 MPL 'G': 32' OG. STRAPS INSTALLED
PRE-ENG WD. TRUSS 24" CENTER OF TRUSS SPAN OR
PER ELEVATIONS
PRE-ENG WD. t $ 24
ADDITIONAL
Ism MPH 'S': 48' O.c. OVER WALL bLEArLING
2X4 OR 2X6 FASCIA
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
BRACE t0 BE w ANY SPAN
SECURED W/ l3) 12d
O.C. MAX.
HORIZONTAL TRUSS
TOP OF S-140 TUD WALL! 48' O.C.
_ _
PER ELEVATIONS
15'-0' OR GREATER. REFER
NAILS
REINFORCEMENT.
6OLE PLATE
FILL ALL REMAINING STRAP
SECURED W/ (3) 12d
SECURE TO
TO TRU55 ENG- FOR
SEE FASTENER SECURE To
0'-0" TO 30'-0' !U
It HOLES W/ 10d NAILS INTO
NAILS
TRUSS W/
ADDITIONAL HORIZONTALp2
SCHEDULE ON SHEET TRUSS W/
x-BRACE
WOOD SACKING
1/2" CDX OR 't/16' OSB
(2) 12d
TRUSS REINFORCEMENT.
FOR SHEATHING
C2) 12d
30'-I" t0 60'-0" (3)
- Do Not PLAcE SCREW IN
SECURE t0 WALL PER
NAILS
0'-0' TO 30'-0' (1)
FASTENER PATTERN
1/2' CDX OR 7/16" 055
NAILS
X-BRACE (1) X-BRACE
® CENTER AND (2)
MASONRY WALL -
TOP HOLE NEAREST TO TOP
of On 51-OCK WALL
FASTENER SCHEDULE
ON SHEET D2
X-13RacE
SECURE TO WALL PER
BRACE DIVIDED
CONNECT M OF
OR 7/16' ZIP 5HEATHING
30'-1' TO 60'-0' (3)
FASTENER SCHEDULE
EQUALY FROM CENTER
STRAP to cMu SLodc WALL
cMU 5L
SYSTEM (INSTALLED PER
X-BRACE (I) x-BRACE
k ';" l u k�.x,. l CENTER AND (2)
ON SHEET 02
OR 'T/16 ZIP SHEATHING
x,
TO END
- w/ (T) 3/16• DIA, X 1-1/4'
MASONRY
MANUF. SPECS.)
WEEP SCREED, SEE
-
BRACE DIVIDED
SYSTEM (INSTALLED PER
CONT. 2x4 SPF RAT RUN SECURED W/ 2—STORY
CMu SLOCK TALL b WS
L
DETAIL 15, SHEET WA2
—
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
(2) 12d's ® EACH TRUSS TO END
ANUF. SPECS.)
2X4 W/ 3/8' X 5 LAG
C2) 12d s EACH TRUSS
GABLE END
2X6 P.T. SECURE W/
-
e2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
032" O.G. MAX. OR
SIMPSON
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d's a EACH TRUSS DIAGONAL CROSS
I/2"x9' ANCHOR
BOLT 3a" O.C. MAX.
NAIL GABLE: TO 2X6/8'
0) 12d's a EACH TRUSS DIAGONAL
x-BRACING t0 COVER 5-TRUSSES %
1 X— BRACING
MSTA-24 ®
32' O.G. MAX,
c�BL TOP PLATE
x-BRACING To COVER 5-TRUSSES
5/s" GYPSUM BOARD OR 1/2" HIGI-I
BRACING
8
XTERIOR STUD WALL CONNECTIO
TO FIRST FLOOR MASONRY WALL
W/ 12d NAILS 6" O.C.
GYPSUM BOARD OR 1/2"
t?/V STRENGTH CLG. BOARD
HIGH „-
SCALE: 3/4 -1 -0
2X STUD 16' O.G. MAX.
STRENGTH CLG. BOARD
° ,11
SCALE: 3/4 =1 -0
3 SCALE; NTS
MAX.
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
w
w
0
h
a
A
h
sunDIV. ee LOT:
CREEKSIDE
LOT 29
PROJECT#
MODETA
4EBB
"1828-CALI"
GARAGE 8WWG:
RIGHT
PAGE:
SHINGLE MONO.
2-STORY
WALL
SECTIONS & NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
:1
05/11/18
i SCALE: 1/4"_1'-0' 1
File Cuk'y .
TOP PLATE
O.G. MAX
SECURE 2X4 W/ 2-1/4'
TAPCONS OR DRIVE PIN
(MUJ_ SHANK SIZE J45 MIN.
HEAD SIZE 300 MIN.,
EMBEDMENT 1 Ya' W/
EA END NOT TO EX
2X4 SOLID GKING
SECURE T EAtHING
WITH MIN d PER BLK
EA END
*NOTE: NAIL SHEATHING TO ALL 2X A5 FER EXT. 5HEATHING NAILING, 56 4" O.C. MAX EDG=S 4 6"-8" O.G. MAX IN THE 1=IE!_D
BT.
EXTERIOR ARCHWAY
WITH WINDOW
1
SCALE: 1/2'=I'-0'
`=1CLOSED VALLEY FLASHING DETAIL
v N.T.S.
32' O.G.
< BOTTG
OD W/2-12d w 6 '
OL.8TAGGERE
SECURE 2X4 W/ 2-Yo'.
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .14b MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Ya' W/IN 8'
EA. END NOT TO EXCEED
Ia' O G. A(`c
2X4 SOLID SL K
SECURE TO SHE HMGy
WITH MIN. 2-12d PER Bkl�.
—wo�-
pl-
Imin
2 EXTERIOR ARCHWAY
SCALE= In°=r-0'
2X4 SECURED TO
GABLE ENG W/(2)1
6'-a' O.C. i
L-30 w
BLOCKII
L-2x4 BLOCKING
w EA. RAFTER
EA.
P25 EA \
RAFTER
Vx4
RAFTER
4'O.G.
FRAMING
(TYP)
FRAMED OVERHANG
G
V N.T.S.
2X4 TOP PLATE/ , " GLG.
UPRIGHT
r 1/2' G BOARD-lf) I/2" CLG. BOARDy TRUSS
I/2' G. OARDAL
1/2' D L 7 TRACKS, TOP t00 om/
WOOD
UDS w16' BOTTOM
C., UON. 2x4 WOOD 2X4 CONT. 1/21 DRYWALL In" DRYWAL
2X4 CONT. STUDS w16, STRESS
STRESS CC, WON. BLOCKING 2X4 WOOD G IANNEL SH
BLOCKING MID -WALL STUDS w24' STUDS 24' O.G.
MID -WALL SECURE SIT. PLATE LAYER OF 1/2'
SECURE ST. I/2'X9' TO SLAB W/ 10d O.C. TYPE GYPSUM
PLATE 70 S I/2' DRYWALL 32' O.G. MASONRY NAIL • WALLBOA
W/ IL. MA� EMBE 32" OG. MAX ATTAGHE�
NAIL w 32 O 2X4 PT. SIDE w 12
MAX SE ATI PLATE
GONG. SLAB Dr
ILS GONG. BLAB CONC. SLA
C_ SLAB
OU ATION
FOR T IL5 sP 32' .C. MAx 1ST FLOOR
1ST FLOOR 1ST FLOOR 1ST FLOOR TYP. INT. WALL
INT. BEARING WAL INT. BEARING W L TYP. INT. WALL METAL STUDS
(NO UPLIFT) (W/ UPLIFT) (NON BRIG.) NON—BRG.
8 SCALE: I/2'=I'-0° SCALE: 1/2'=I'=0" 8 SCALE: I/2"=1'-0' SCALE: V2'=1'-011
SP4w32'
MSTA-36 32'
MAX
SP4432' O.G. AX
TRUSS TO WOOD FRAMING
511MPSON MTS-12
®
PRE-ENG.TRUSS
D TOP LATE
z
2 T STRESS
DBL. 2X TOP PLATE
z
I ID WALL
�2x
T/6' O.S.B.
a
U S 16' O.G. MAX,
OR 7/16' ZIP SHEATHIW
vN
N
SYSTEM (INSTALLED PER
MANUF. SPECS.)
t SUBFLOOR GLUED
2X BLOCKING w
REWED AS PER
TOP OF
A ER SCHEDULE
1/2' CDX
I FLOOR STUDS TO
=
FLOOR STUDS
2X STUDS 16' O.G. MAX
w
SIMPSON MSTA-36 w 32'
2X BTM. PLATE
O.C. MAX
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR GIRDER
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
PRE- ENGINEERED
FLOOR TRUSS
2x CONTINOUS STRESS
LOCKING MID WALL
Oj
CONTINUOUS SHEATHING TO BEGIN At TOP OF BLK
.-- —2 TUDS ® 16' O.G. MAX,
W/ 1/4" GAP FROM BLK TO CAM.
U.O .
—I/2' P. WL. BD.
HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT
ST. PLATE TO
PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERd
��-SECU
SLAB W 'xS' ANCHOR
Q3
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
SIMPSON STRENGTH
EPDXY 'I" E ED. MIN.
®
SHEATHING w TOP OF WOOD FRAMED WALL TO BE
�SIMPSON
STAGGERED MIN. OF 16' FROM SHEET BELOW
SP4
MAX
U5
INSTALL ALL SHEEts W/FACE GRAIN PARALLEL
TO STUDS
2—STORY L.B.
EXT. WALL SHEATHING
SCALE: I/2'=I'-O'
4 SCALE; 1/2°=1'-O'
SIZE PER
�DOOR/R\
WINDOW
OPENING
�I IF'o
TYP. EXTERIOR WINDOW
4 DOOR OPENING WD FRp
o y o
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
77
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
AsXS" A -BOLTS 4' EMBEDMENT MIN. U
W/ 2'X2'A WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK w CENTER OF
DOOR HEADER WKI)1'X8' J-BOLTS
° 4' EMBEDMENT W/ 2"X2'XYe' WASHER C
AND NUT.
f NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE:
CDX PLYWOOD
CFFNINGm
a
4
\i7
RECAST LINTEL
a L
4 4 a
a °
a
4
a
° i
4
I4
a
TO SECURE
ED MIN I THAN
°
'Q
1 1 ', WIND00 T E
a
SE TO L. CK
a
°
4 LOCKS
4
_
T BLOCK W/ (2)
x3' CON OR DRIVE PIN
N ANK SIZ 14152)
a
°
l MBED. I J")
„
°
IN 8" OF EACH D AND
1 O.G. MAX SPACI
°
a
4o
4
CMU W L
1
4' 14 zi
n
a 4a
p 4'
as
a °
4 0 4° a I '
Q
11 °
°° a
4
q
�l— 4 a
ARCH WINDOW FRAME
SCALE: 3/4" = I' -O"
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
C LE 87Up5 w OC.
A
S SON LST -12 • EA JACK
�.tLLD, BOT IDE5 OF
OPENI
2x ST S w 16" G O.. MAX W/
SP tWNG. SHEATPING TO BE
IN 4' OF WINDOW/ DOOR
PENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY w A TIME.
SE 12d NAILS, TWO WITHIN 6'
EACH END i NO MORE
tH 12' OC. STAGGERED
L! SP4 H5 w TOP AND
BOi T LATES w EA. FULL
LENGTHS BOTH SIDES
OPENIN
SHEATHING T AP TO
BOTTOM OF NG'D
TRUSS BELOW_ THING
MUST NOT BREAK I'- 'MIN.
FROM 2NO FLR. LINE.
-ENG TRUSSES OR
FRAMED RAFTERS
0
2x RIDGE ONE SIT RGER
THAN RAFTE ITE
MIN. (3) 12d NAILS
MIN. (4) 10d GUN NAILS
2x4 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 106 GUN NAILS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS w EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
ALTERNATE CONNECT
M5TA-24 RAFTER TO 'G
HEADER SITE PER
SPAN CHART.
TYP. INTERIOR
11
4 CONV. FRAMED ROOF
SCALE: 1/2' = I' - V
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS w 16' O.C.
MAX
SIMPSON LSTA-12 w A. JACK
BOTH SI OF
PE NG.
2 w 16' O.G. MAX W/
$ HING. SHEATHING TO BE
PIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING 8=6 (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
%LACK STUD ASSEMBLY TO BE
REP ONE PLY w A TIME.
USE NAILS, TWO WITHIN V
FROM E END i NO MORE
THAN 12' O . TAGGERED
I/2°x 3' A.B. MIN,'I'
EMBEDMENMT 8' C4
END A 32' O G. MAX.
SP4 OR H5 w TOP AND
BOTTOM PLATE$ w EA. FULL TRUSS ANCHOR
LENGTH STUD, BOTH SIDES q RETROFIT
OF OPENING. 1
N.T.$.
LINE OF SLAB
05 REBAR VERT. IN
CORVER BEAD
SOLID GROUTED CELL
SEALANT t
BACKER ROD
/
6/a' THICK 3 COAT
CEMENT PLASTER
8' CMLL SEE
APPLIED
i STRUCTURAL FOR
DIRECTLY TO
REINFORCEMENT
MASONRY
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
SPPROVAL REa
FROM MIAMI-DADS
C OUNTY
�,S
WEATHER STRIP
MOULDING ALL
AROUND (BY
CsALV. STEEL--
DOOR MANUFJ
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/16'xl 1/4' LAO G1A-V. STEEL
VERTICAL CRACK
�_OVEF r=AD DOOR
SCREWS 1' MIN
BY MAUF.
BY OTHERS
FASTENED TO SLIDE
TRACK BRACKETS""
W/1/4'-20XI/2'
GARAGE DOOR JAMBS
CARRIACsE BOLTS
13 SCALE: I/2"=1'-0'
AND LOCK NUTS.
MT5-12
1/16' 05.5.
2X4 DBL.
TOP PLATE
0.8U3. SHEAT OR }"
2X
X4 STUDS 16"
CDX PLYWOOD. T D
PER FASTENER
05.8.
EET 2
MTS-12
OR 1/16' ZI BH=A HI
SYSTEM ( R
MANUF.
TEXT. FINISH
2x4 NDER
STU SCIU
5VWEEN BAYS W/
PRE-E
ETA-Iro
(3) 12d' ACP END
SSRED
MU WALL
2x DOUB TOP PLATE
DS w 16' O.C.7L
MT -12 w EVER STUD
2X4 ST. PLATE
DORMER
16 KNEE
WALL DETAIL
@ ENTR
SCALE`
3/4'=1'-0'
ATTACHMENT
15 SCALE.1/2'=1'-O'
2' STEEL PIPE
BOLLARD FILLED
W/ CONCRETE
WIEN SE of PIPE
LLARD t0 SET
CONCRETE
OTER
4' CONCRETE
SLAB
17 PIPE BOLLARD
SALE: 1/2°=I'-0'
• Ili5 UPLIFT
SIMPSOM PTSM20
W/10 I0d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCONS TO CONT
POURED LINTEL
" Moo UPLIFT
(2) SIMPSOM 14TSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
S
SAW CUT EXISTING
CONCRETE SLAB
LOCATION OF
PIPE
s BOLLARD TO
BE INSTALLED
2" STEEL PIPE
BOLLARD FILLED W/
CONCRETE
USE CONCRETE
SEALER
a
b EXISTING 4' CONCRETE
SLAB
° CONCRETE BASE TO GO
BEYOND SAW) GUT
BASE OF PIPE
BOLLARD TO SET IN
r-m° CONCRETE FOOTER
RETROFIT
7 PIPE BOLLARD
SCALE: 1/2' - I' -O'
CONTRQL DATE: 07/01/15
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 J
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�vsD=v. de LOT:
CREEKSIDE
LOT 29
PROJECT#
MODETA
4EBB
"1828-CALI"
GARAGE FgWM is
RIGHT
PAGE:
MISC.
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
PRINT 05/11/1$
NCAr.JI:1/r-V-O'
vlie Copy