HomeMy WebLinkAboutBuilding PlansINDEX OF DRAWINGS
SHEET NO. DESCRIPTION
CS COVER SHEET -
GN GENERAL NOTES
l 1 FOUNDATION PLAN ----
2 DOWEL PLAN
( —
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S
4 FLOOR PLAN - FIRST FLOOR XXXI00-00®0 4.1 FLOOR PLAN - SECOND FLOOR
5 ELEVATIONS - FRONT & REAR
5.1 ELEVATIONS - LEFT & RIGHT
6 TRUSS PLAN - FIRST FLOOR
® 6.1 TRUSS PLAN - ROOF PLAN
® 7 ELECTRICAL PLAN - FIRST FLOOR ---
7.1 ELECTRICAL PLAN - SECOND FLOOR
D1 FOUNDATION DETAILS _
I! D2 SECTIONS DETAILS
D3 SECTIONS/DETAILS
D4 SECTIONS DETAILS
D5 —SECTIONS/DETAILS
D6 SECTIONS DETAILS
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DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
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• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS N14
5TH EDITION(2014)
•ALL LOCAL AND STATE CODES DATE DESCRIPTION
• OCCUPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB 1ST FLR. LIVING 520 SQ. FT. _
•MIN. INTERIOR FINISH — CLASS C 2ND FLIR, LIVING 1,215 SQ. FT. - -
aBASIC WIND SPEED - VULT = 160 MPH -
- VASD = 124 MPH TOTAL LIVING 2,195 SQ. FT.
RISK CATEGORY II ENTRY 50 SCE. FT.
*EXPOSURE CATEGORY — EXPOSURE C GARAGE 444 SQ. FT.
•1—STORY RESIDENCE —
2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CONS TOTAL 2A89 60. FT.
PATIO 21 SCE. FT. —
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
RYAN HOMES
2005 VISTA PARKWAY AREA CALCULATION,.,
SUITE 102
WEST PALM BEACH, FL 33411 WIDTH DEPTH —
STATE OF FLORIDA ELEVATION A 40'-0" 38-011
® PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
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NTY
A.B. DESIGN GROUP, INC. Bu'u_ a
1441, NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
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Fax: (407) 774-4078 ;ND !`E: =i Lei l"f'—__
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A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
'AGE:
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 5TH EDITION (2014) AND
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
IN CONJUNCTION WITH ASCE 7-10.
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
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.
A. FLOOR LIVE LOADS IPSF)
A. 1. SLEEPING ROOMS 30
12.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
A.2. ATTICS W/ STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
CONCRETE
A.A. POOLROOMS 75
1.
ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN
A.5. BALCONIES 40
BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
A.6. DECKS 40
A.7. STAIRS 40
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
A.8. ALL OTHER ROOMS 40
OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
B. FLOOR DEAD LOADS IPSF)
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/a"
B:1. ALL AREAS 10
4.
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
C. ROOF LIVE LOADS **
C. 1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 5TH EDITION (2014).
5.
BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL
PERMANENT RESTRAINTS ARE INSTALLED.
D. ROOF DEAD LOAD PSF)
D. 1. FIBERGLASS SHINGLES 17
6.
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4".
D.2. CONCRETE TILES 25
7.
PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
E. WIND LOAD CRITERIA
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
E. 1. BASIC WIND SPEED VULT. = 160 MPH, VASD = 124 MPH
E.2. EXPOSURE CATEGORY C
8.
CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
EA, INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
9.
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 5TH EDITION (2014).
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS ±0.18
MASONRY
1.
MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE
F. GUARDRAILS AND HANDRAILS LIVE LOAD {PSF )
PROVISIONS OF TMS 402/ACI 530/ASCE 5.
F. 1. GUARDRAILS AND HANDRAILS 200
1`.2: GUARDRAILS IN -FILL COMPONENTS 50
2.
CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR
HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OFF'm = 1500 PSI,
GUARDRAILS AND HANDRAILS LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD AND H) OF THE FBC R2014, 5TH EDITION.
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
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.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN
5.
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS,
VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN''% INCH, REFER TO FBCR, 5TH EDITION (2014), SECTION
DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES.
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
6.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER
OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
SPECIFICATIONS AND THE PROVISIONS OF SECTION R609.1.2 OF THE FBCR, 5TH EDITION (2014)
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
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
REINFORCING STEEL
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301. AND THE BUILDING CODE
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE
2,
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTIONS
R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014).
3.
FIBER MESH LENGTH SHALL BE z INCH TO 2 INCHES, DOSAGE AMOUNT SHALL BE FROM 0.75 TO 1.5 Ibs PER CUBIC YARD IN ACCORDANCE WITH THE
11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
MANUFACTURES RECOMMENDATIONS & SHALL COMPLY WITH ATSM C1116 OR 0.5 TO 1.5 Ibs PER CUBIC YARD TO ACHWE A MIN. 40%REDUCTION OF
PLASTIC SHRINKAGE PER FRC R506.2.5 OR WELDED WIRE FABRIC SHALL BE 6" X 6' - W10 X W10 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM
12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE
A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 5TH ED. (2014).
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3-011. R506.2.5 (2)
GARAGES AND CARPORTS
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT
.
1GARAGE DOOR
THE TOPAND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUTTHE HEIGHT OF THE WALL, WITH LAP
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
SPLICES OF AT LEAST 25".
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
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.
2. AS PER FBCR 5TH EDITION (2014) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
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 -AND
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
_3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B. 1. #5, W31 OR D31 AND SMALLER 21
3. AS PER FBCR 5TH EDITION (2014), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC
C. 1. #11 AND SMALLER 3/•
CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
D. BEAMS &COLUMNS:
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 11/"
4. AS PER FBCR 5TH EDITION (2014) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE
AND ITS ATTIC AREA BY NOT LESS THAN'/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/ 8-INCH TYPE X GYPSUM
ARCHITECT.
BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
ELECTRICAL
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
1.
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE
DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014)
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2.
NOTE: ALL ROOMS/ SPACES SHALL AHVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION
(2014) REQUIREMENTS
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE
3.
75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBCR 2014, 5TH ED E-404.1.
RETAINING WALLS AND SPECIFIC GENERAL NOTES THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WO
RK NOTED
HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR
ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 0" BELOW FINISH GRADE (MIN.).
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'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE
OF THE FOOTING,
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%
MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT
OCCUR IN THE FOUNDATIONS,
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- 0" BEYOND NEW FOOTING LINE.
2-STORY GYPSUM BOARD
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH y" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7
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:
B. 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE-
D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA -THE ENGINEERED WOOD ASSOCIATION
E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
B. 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 SYP#2 (SOUTHERN PINE #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, 5TH EDITION (2014), 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 CONFORMTO SECTION R602.2.3 AND R802.1.8 OFTHE FBCR, 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE
PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" COX PLYWOOD SHEATHING. 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 STRUCTURAL GRADE''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH
PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED,
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 12" CDX PLYWOOD SHEATHING,
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 244 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 L240.
17. THE CONNECTIONS FOR ALL 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 BOLTS/NAILS AS RECOMMENDED BYTHE MANUFACTURER IN THE
LATEST CATALOG.
19. DRAFTSTOPPING TO COMPLY W/ FBCR, 5TH EDITION (2014) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH
AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE
CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9NF).
20.
MAXIMUM STUD LOAD CAPACITY-(2)(6) (SYP#2)
FRAME WALL HEIGHT @ 8'-8"
WINDSPEED/EXPOSURE
160MPH/B
160MPH/C
16OMPH/D
STUD SPACING
I @ 16" O.C.
I @ 16" O.C.
@ 16" O.C.
21. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 5TH
EDITION (2014) ENERGY CONSERVATION.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BYTHE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH/i' AMAFLEX.
4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE,
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE FBCR, 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
% DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
5TH EDITION (2014)
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL
LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926
3. LATH & ACCESORIES PER ASTM-G1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED T0:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG
SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG
SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063
CONTROL DATE: 03/01/17
A R C H I T E C T S
i-e LV RLf1VFilY VLV V.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
OAKLAND LAKE
07, • D
•
(VERSION#,00)
JUL 2 D
DATIt: 7 /19 /17
6iVAA M: 1/4
"=a9-0
rgii
am l5k, 0
�wjll
SECURE STRAP
TO CONIC. U)/ (2)
3/16'x2' TAP'CONS
3 1/2' THICK:
CONC. SLAG
-
SECURE STRAP
TO UNIT LU/ (2) 08xl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO A DETAIL
2 (L1
PAVERS
I
I I �LCJI
SIN
P DEEP CONTROL JOINT
FIN- ELEV.
SAWCUT WITHIN 12 HOURS OF
I�Ake'-O'
CONCRETE PL r i
■
T FIN. CONC. SLAB I
m
�C3LAV
LW 1 1
® I CN 6-MIL POLY E YLE WE D 1
@ VAPOR BAWER ON
L_!ELL-Ca"R'ACtED CLEAN F1LL 1 I
2 )'
18'-3"I
iA � I � PED �/'�•
SINK
■ I 2 I � DI
6' RECESS SLA5 u� -3 1/21*
p FOR PAVERS w
PAVERS
Sl 24'x24'xl2' CONC. FT(x W/ OL
(3) S RE5ARS EA. WAY w
iA ON CHAIRS MIN. 3' COVER rL
��■ PAVER
ev
8 6'-10"
II'-10" '11-61
+r r t
. ,ff
I
5A
DI
3'_01 I
' CONDENSATION —
LINE -
-STEM UP TO - --
2ND. FLR A/C
— --F— - -J ++, *& L
i' DEEP CONTROL JOINT 1 .'
SAWCUT WITHIN 12 HOURS OF
CONCRETE PLACEMENT
�I'-gall (TM 20'-01,
\21-1°
2'-4"
-11-311
1/2'
C3 in, caic. REW-ORCsED n ra
U1/ 65*'-UU,4 x Uk4 �u
ON "L POLY D
ETHYLENE VAPOR
SARVER ON I 3i
UEL.L.-COMPACtW
#A CLEAN FILL
DI SI-all
4 8 I
24'x24'xl2' CONC. M.
W/ (3) S REBARS
EA, WAY ON CHAIRS
MIN. 3' COVER
16'-0°
20' -811
1i_4a
TO GONIDEN5ER TO BE RU
UNDERNEATP 6L.A5 OR
OVERPEAD PER FIELD
• I M`.
2
s
_I
9
A R C H I T E 1: T S
F ,
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774,6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
t r
OAKLAND LAKE
1
MQDEr.
2195
(VERSION#00)
JUL 2 P
DATES 7/18e17
1,411—
6V�A1
19-0°°
ry--
S$�E d
1 or
t 'i
I
SCALE: 1/4 = V-o'
A R C H I T E C T S
4Design
Gr®u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abd esigngrou p.com
AA k: 0003325
.�0000,
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 7)
MODEL:
2195
(VERSION#00)
PROJECT*:
2784.000
PAGE:
DOWEL PLAN
I - i
ARCHrrECT-.
STATE OF FLORIDA
I // / I
DAME AhrrWELIL
12079
DA : 7%19/1°7
S ALE: 1/4"=1'- O"
SiMET
2 OF 7
LTT
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENCsiI-4
TYPE
COMMENTS
L-1
ll'-4'
8/32-6-flAVIA
F'RE6TRE66ED
L-2
4'-6'
8/22-6d6dKOL
WCE66ED
L-3
i'-6'
84-6-MVIIL
L-4
6 _8"
8/I6-5-OMKI,L
L-5
5'-101
844-5-MUKOL
L-6
4'-6'
8444-0)001.
L-1
4'-6'
8/24-641MOt
L-8
6'-6"
8/24-6-MURI L
L-8
4'-6'
8/24-64IA OL
<^ZTn<4W,GT4IIf LINTEL SCHEDULE
LINTEL
NO,
LENGTW
TYPE
COMMENTS
L-1
I1'-4'
F32-IBAT
FW5TW66ED
L-2
4'-6'
MR2-05AT
IRECE66ED
L-3
1'-6'
FI6-IBAT
L-4
6'-6°
8F6-15AT
L-5
5'-10"
8F24-05AT
L-6
4'-6'
OF24-08AT
L-1
4'-6"
8F24-05AT
L-8
6'-6'
M4-15AT
L-9
4'-6°
8F14-08AT
GREAT ROOM
8'-V CL&
FLEX RM.
V-81 CLC%
35-514
L-5
0
PATIO
I 5068 5GD O
I L-S
I
CASUAL
DINING
V-v CL&
MR.
8'-8' CL6.
FOYER
L 22
ENTRY
L-3
L-9
23-5H
h I
I
II
II
II O
II I
KITCHEN O O
Lia°-a'
�I
I
I otzALL
---------------------------
16'-0' X 1'-0' aw
1.■ — ■ ■-
L-I
In
--w-. 407-7746078 -
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
TUBDIV.
'` e
LOT-
OAKLAND
jusi 71 YI.'
IaA : 7/49/17
SgIAIE: 1/4"'=1°—O°'
SHEET
or
I • -X
o . 111
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
4AST-416"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
BUS
BF8-OB
8F72-OB
BFifi-OB
BF20-OB
BF24-OB
BF28-OB
BF32-OB
8F8-78
8F72-16
EFTS-1B
eF20-78
BF24-19
BF28-18
BF32-13
2'-10"(34") PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11809
3'-6" (42") PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4505
5113
7547
8974
10394
11809
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
t599
1969
2115
2931
3753
4576
5400
6224
2189
4375
6113
7547 ID
3672
10294
1IN9
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3886
4249
1663
3090
5365
7547 (>s
7342(19)
8733(n)
10127(n)
(70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168(n
6036,9
718119
8328 (O
6'-6° (78'�) PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394M
88250A
7'-6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467
6472 1s
9'-4" (112") PRECAST
554
699
1160
1625
2564
3486
281E
3302
752
1245
1643
2564
3465
4705p7)
6390(471
10'-C (126") PRECAST
475
535
890
1247
2093
2777
2163
253E
643
1052
1533
2093
2781
3643(,u)
4754(4sl
1l'-4"(136") PRECAST
362
582
945
7386
784E
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0"(144") PRECAST
337
640
873
7254
1664
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4" (160") PRECAST
296
471
755
1075
142E
183E
2316
2883
471
755
1075
142E
1836
2316
2883
74'-0"(168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1597
2127
2630
14'-8"(176") PRESTRESSED
N R
NR
NR.
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4' 784"
( ) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4"(208") PRESTRESSED
PLR,
NR
NR
NR
NR
NR
NR
NR
300
536
950
1326
1609
1849
2047
19'-4"(232") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
235
418
750
1037
1282
1515
1716
21'-4"(256") PRESTRESSED
N R.
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0"(264") PRESTRESSED
N R.
NR
NR
NR
NR
NR
MR
NR
165
315
550
784
1047
1285
1399
24'-0"(288") PRESTRESSED
N,R.
NR
NR
NR
NR
NR
NR
NR
129
250
450
664
884
10'92
1222
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
CRAIa
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-1T
IT12-IT
8F16-lT
8F20-1T
8F24-iT
8F28-1T
BF32-IT
3F6-2T
BF12-2T
8F16-2T
6F20-2T
BF24-2T
8F28-2T
8F32-2T
3'-6" (42„) PRECAST
1569
2655
3524
4394
5263
6132
7001
1569
2655
3524
4394
5263
6132
7001
4'-0" (48") PRECAST
1363
2305
3060
3815
4570
5325
6079
1363
2305
3060
3815
4570
5325
6079
4'-6" (54") PRECAST
1207
2040
2707
3375
4043
4711
5379
1207
2040
2707
3375
4C43
4711
5379
j 5'-4 (64") PRECAST
1016
1715(n)
2276(4)
2838
3399
3961
4522
1016
1715
2276
2838
3399
3961
4522
5'-10" (70") PRECAST
909
1567Ua)
2080(1e)
2693 97
3107 s
3620 4
4133 (3)
929
1567
2080
2593
3107
3620
4133
6'-6" 78" PRECAST
( )
835p
1407(24
1868(,,)
23291,
2790n
3251(14)
3712(12)
835
1407
1868
2329
2790
3251
3712
7'-6" (90") PRECAST
727 p9
1065aM
161
2025 to
2426pe1
2827(es
3228 z47
727
1224
1624
2025
2426
2827
3228
9'-4" (112") PRECAST
591
7081y1
1136(M)
1 474 (M)l
1815(s)
2157(34)
2500 MI
591
862
1318
1643
1959
2294
2619
1 D'-6" (126") PRECAST.
530
575 24
916
118E w
1461 s)
1736 n
2011 ml
530
695
11801)
1472 (1,
1763 2
2655
2346
1 l'-4" (136-) PRECAST
474
504 oy
800 (m)
1037(s2)
1274 32
1513 m
1753 32
494
607
1042(n)
1372(11)
1643 e
1915(6)
2187 s
12'-0" (144") PRECAST
470 (M
458 n
724Op
938 Ik>
1153(.n
1369 (g
1585 x
470
550
94DLi)
1302ps)
1560(s)
18180p
2075 m)
13'-4"(160") PRECAST
418 m)
3F16(gl
607 N)
785(.n)
964(m)
1143Op
1323Al
428
460
780 ol
1159 RI
1418(aa
1653(,9)
1887(v)
14'-0"(168") PRECAST
M4(12
358(21)
560
724 ,p
889 eH
1054 )
1220(3H)
410
425
717 (A
1063 (21l
135E ea
1582 rz)
1807(2,)
4-8" (176") PRESTRESSED
239
334 (21)
520 e
672 la)
825 (2
978 gE
1131
246
395
563 9
980 (m)
1303(2a)
1518 n
1734 24
15'-4" (184") PRESTRESSED
224
313 sI
486 ze
627 C,
769 29)
911129)
1054(n)
230
368
616 (97
908 (1)
1240 sa
14602
166E gal
17'-4" (208" PRESTRESSED
187
263 tin)
405 xR
521 Izr)
638 (27)
750 (21
873 (2
192
306
506 a
740 In
1005(27)
127106
1473(311
19'-4'(232") PRESTRESSED
162
229 (1))
348 (BI
447 I>a>
547 (z:)
647 (29)
747 (M)
166
263
429 0)
623 (is)
841 R
1 D59 (,
1227(,
21'-4" (256") PRESTRESSED
142
204 15
307 (
393 zN
486 (a)
568 (24)
655 (24)
142
232
373 2)
537 1E
721 2a
905 (a
1048 (n)
22'-0" (264") PRESTRESSED
137
197 (1N
235 ,"1
379 Im)
482 ,
Sae 2b
s3o „
137
223
358 (0
513 11r)
688 2t
883 28
999 ae
24-0" (288") PRESTRESSED
121
179 IN)
267 (z11
342 (21)
416 21
492 21
567 v
124
202
319 01
455 Os)
666 (n)
757 (21
876 (y)
SAFE GRAVITY LOADS FOR S" PRECAST w/2" RECESS DOOR U-LINTELS
CAST�arn
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU6
8RF8-OB
8RF10-OB
BRF74-0B
BRF16-OB
8RF22-OB
8RF26-0B
8RF30-OB
8RF6-19
8RF10-lB
8RF14-1B
RRF18-1B
8RF22-13
8RF26-1B
8RF30-If
4'-4" (52"} PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1 991
3699
5206
6639
8060
9479
10893
4'-6" (54"} PRECAST
1494
159E
3063
2992
3968
4946
5924
6904
1756
3699
5206
6639
8050
9479
10893
5'-8" (68") PRECAST
1
866
920
1770
1710
2277
2839
3402
396E
1167
2481
4567
6389
80601w)
7917(9)
9311(1,
5'-10"(70") PRECAST
810
859
1853
1600
2124
2649
3174
3700
1113
2342
4242
6639(10)
8060y9)
7402(m)
5705(i91
(80") PRECAST
797
901
1625
3120
504E
7747
044E
7360
901
1 1825
1 3120
5048
7915
9479
10893M
T-6" (50") PRECAST
669
755
1490
2459
3770
5743
7239
5623
755
1490
2459
3776
5743
899819
10893n
9'-8" (116"} PRECAST
411
466
999 1158E
2253
3129
4091
3146
526
1 999
156E
2253
3729
4150
5891(47)
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CiWen
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-1T
8RF10-1T
5RF14-1T8RF18-11
8RF22-IT
8RF26-11
BRF50-IT
8RF6-2T
8RF10-2T
BRF14-2T
6RF18-2T
8RF22-2T
8RF26-21
8RF30-2T
4'-4" (52`) PRECAST
905
1668
2362
3056
3751
4445
5140
905
1668
2362
3056
3751
4445
5140
4'-6" (54") PRECAST
867
1604
2272
2939
3607
4275
4943
g67
1604
2272
2939
3607
4275
4943
5'-8" (68") PRECAST
675
126913
1797
2326 s
2854 (y
3382
3911
675
1269
1797
2326
2854
3382
3911
5'-10- (70=) PRECAST
655
12071a
174E 11
2259
2773 (0
3286 D)
2799 p
655
1233
1746
2259
2773
3286
2799.
6'-8" ($0") PRECAST
570
9290e)
1530M
1980(19)
2429(R
2879(s)
3329 r41
570
1080
1530
1900
2429
2079
3329
7'-6" (90") PRECAST
506
74211e1
1364Oo)
176512r)
2166(,g
2567R4.
2968(a
506
898
1M4
1765
2156
2567
2968
9'-8" (116'� PRECAST
395
468(,9)
884Oy
12221m)
154004)
1859(,M)
2180(w)
395
560
7072
1386
1701
2016
2331
i LINTEL SCHEDULE
M41TERi4L5
1. f'c a" precast lintel = 4000 pal
2. F'c prestressed lintel - 6000 psi
3. Grout per ASTM G416 Pg = 3000 psi w/
maximum 3/5 inch aggregate 4 5 to II inch
lump
4. Concrete Masonry Units (CMU) per ASTM
C90 w/minlmum net area compressive
strength " 1900 psi
5_ Reber per ASTM 4615 grade 60
6. Prestressing strand per ASTM A416 grade
270 low relaxation
1. Mortar per A511M C210 type M or S
GENERAL NOTE5
1, Provide full mortar bed and head Joints.
2. Shore filled lintels as required.
3, installation of [Intel must comply with the
architectural and/or structural documents.
4. U-Lintels are manufactured with 5 V2' long
notches at the ends to accommodate vertical
cell relnforclne and grouting.
5. Reference the CAST-CRETE Load Deflection
Graph brochure for (Intel deflection Information.
6_ Bottom Field added rebar to be located a the
bottom of the lintel cavity,
T 7/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
6. Cast-m-place concrete may be provided In
composite lintel In new of concrete masonry units.
E. Bate load rating based on rational design
analysis per ACI 313 and AGI 530
10. The exterior surface of lintels Installed in
exterior concrete masonry walls shall have a
coating of stucco applied in accordance
with ASTM C-296 or other approved coating.
II. Lintels loaded simultaneously with vertical
(gravity or uplift) and horizontal (lateral)
loads should be checked For the combined
loading with the following equation:
Applied vertical loads Applled horizontal load S 1.0
Safe vertical load Safe horizontal load
12. Additional lateral load capacity can be
obtalnad by the designer by providing
additional reinforced concrete masonry above
the Ilntel. See detall at right:
orr=1500psl
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EAGH ADDITIONAL
REINFORCED CMU FULL
COUR5E
i/2" GLR 1-71-
2) 5 REBAR
GR40 or GR60
• R
- ru
SAFE LOAD 7A5LE NOTE5
1, 411 Values, based on minimum 4 Inch
1. For composite ]Intel heights not shown, use safe
nominal bearing. Exception: Safe loads For unfilled
load From next lower height shown.
lintels must be reduced by 20% If bearing length la
3. For Ilntals laogthe not shown, use safe load from
less than 6 1/2 inches,
next longest length anew,
2. NR- - Not Rated
9, All oafs loads In unite Of pounds per linear foot
3. 5afe loads are Superimposed allowable Ioadb.
10. AN safe [code based on Glmply supported
4. Safe Ioadb based on grade 40 or grade 60 field
span.
rebar.
11. The number I, the the parenthesis Indicates the
5. One "1 rebar may be substituted for two 5 radars
percent reduction For grade 40 field added
in 8" lintels only
rebar. Example V-6' lintel type BF32-I15 safe
6. The dasigrler-may evaluate concentrated loads
gravity load = 6412(u, w7 15% raiduetiap 6412
from the safe load tables by calculating the
(E5) = 5501 plf
maximum resisting moment and shear at d-away from
Face of support
TIFF DE51GNATION
F = FILLED WITH GROUT / U = UNFILLED
T-OUANTITY OF s5 REBAR A7
y 50TTOM OF LINTEL CAVITY
LQUANTITY OF 45
REBAR AT TOP
NOMINAL HEIGHT
NOMINAL U;IDTH
L1-b/e'ACTUALI
8' NOMINAL WIDTH
-*5 REBAR AT TOP
MIN. (U REQ'D
1-1/2" CLEAR
3R-
TABLE S 11
SAFE WORKING LATERAL DADS (PLC
B' x B LINTELS
LMTEL
a- LATERAL LOADS
(PLF)
'�'
PLAIN
8sx•
SOLID
dli-
Rcast'
loss
3964
Recast
IS&
2315
ecast
644
1614
4'-6'
Reset
630
1266
4.6'
Feast
566
1163
"ae'x0'
1355
5' -10'
RxasL
NO
12J5
6'-4'
P"aut
634
ON
6'-1.
Pelt
62
Mao
6' -V
Raaet
515
1211
T'.
React
496
936
Reset
425
894
8'-0.
Feast
361
BI4
S'-4'
PI.A
954
145
9'-4'
Prf;Mt
211
oa
10'-6'
Prosot
192
03
I1.4.
Roast
ISO
620
12 V
Rxeet
164
I
Roast
43
504
13'-4'
Raaet
1%
404
Jere'
React
99
391
14-a'
Restrssed
NA
341
e'-4'
Pr,wR oW
NA
502
It' -4'
Rmstreeead
NA
213
19'-4'
RwtNMsJ
NA
116
20'-0'
Rmuasm
NA
BSI
21'-4'
FIN"Nseed
NA
81
2Y-4'
Resl_M
NA
20
14'-0'
froo aeeM
NA
93
NR - No Ra whnorded
LOTTS Eel'
CONCRETE
P.0, B®X 771255
WINTER GARDEN, FL 34777
PH• (407)656 2112
M5 CCN71NIJO1S
-S'X16' KNOCKOUT BLOCK
OP BARS:
EE SCHEDULE
#5 CONTINUOUS
OR Wes) T 4•-0. x
IN BAR
CHE'DULE (PRECAST)
8/16-S-(1) #5/(1) #5
PRECAST
LINTEL
SAFE LATERAL LCAP6
(MILT)
Tdal L,@N
Type
B' POOR
HEADER
PLAIN
B' DOOR
HEADER
SOLID
3'-B'
Resat
II12
E01
4'-0'
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'S0
1611
4'-1.
Resat
%1
1521
4'-4'
Reset
To
130U
6-6'
P®Ga!
659
IIb5
9'-B'
React
S5@
ITT
6'-8'
Recast
5@4
964
11-1.
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911
rBt
B•-e'
Resat
N%
664
9'-1'
Pros%t
2M
636
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313• / I'--9'X18' KNOCKOUT BLOCK
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•• TOP BARS:
.6 SE SCHEDULE
(1) #5 CONTINUOUS
7//32` STIRRUPS AT 4'-0' ce
y9 (TIED' OR WELDED)
BOTTOM BARS
SEE SCHEDULE
(PRESTRESSED)
(2) .STRANDS 7J16''
1 7 WIRE STRESS REU
MIN 27%mi PRESTRESSM
CABLE
S I6-S-(1) #5/0) #5
PRESTRESSED
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21
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PROVIDED IN LINTEL
211 PR11-CAST"TANAAIQ]P-61
(VARIES)
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23,
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SAFE LOAD VALUES APE BASED OM LIME-S NAVNp A 11 INy OF B' (WI1F1 A MNMM ACCEPTAS LE BEARNG OF V FM
FLQWDA BULDN5 CODE PIMPENTIAL., III EDITION MOW SECTION R60SJ4 OM M"OMIDA iTO.W-DNG CODE 11MOIE NTIAL•, III
EDIT04 (20144 BEGTIOH 2WI
N
TABLE N& 1
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B' x S' UNTELS
LINTEL
LEN--+TH
CLEAR
SPAN
LMEL TttE
LMTEL 81EEL
RFILLED
GRAYItt
(U5L (OFiU
GRAVITY
CAPACITY
(15L (13U
UPLIFT
cAPAGTT
IML flnU
ERM1T.
CAPACITY
(IaSL f2/'5ll
eOTTCM BsYt
T� EAR
GRAM"CA-4I
CAPACITY
I' -6'
FT¢CABt
(2)2
(vn
4245
1609
loss
1=0
3' -V
2'-2'
PRECA67
(2)R
rz)n
Y415
3831
3B3r
485
4515
T-0'
2'-8'
PfECA81
(2)n
U)2
1183
nm
2711
3386
33%
4'-6'
3'-2'
P�{AST
run
WIN!
543
965
2165
2606
ffi0B
4'4'
9'-4'
PRECAST
(2)2
U)2
�
201
2011
24'21
2421
s-4'
4'-0-
PFECAP
f2)9
(2)2
I006
K57
1651
I810
AN
5'-10'
4'-6•
PfdCA47
W5
(2)n
a60
W23
1421
Ifl0
Ib09
6'-4'
5'-0'
PRECAST
(2)4
rz)n
TAP
263
1Ise
2b
1405
5'-2'
PRECAST
(V)
f13n
To
2N
IM
Ill
1I
6'-B'
6'-4'
PRECAST
f2)µ
rnn
So
IN
I
We
1296
1-6'
6'-2-
PRECAST
(2/14
f2)•2
5l0
991
93
625
I082
I F
6'-4'
MCA57
ar%
(2)2
551
INS
959
IN
1041
3'-0'
6'-0'
P7&LAB7
(2)14
(2)2
510
So
9d2
112
IM
3 4
Y-0'
RECAST
f2}µ
(2)2
468
ON
Par
640
In
9'-4'
a-0'
PRECAST
(2)14
(2)2
416
126
r26
499
ISO
10' -6'
9'4
F'F£CAST
f2 14
(2)2
354
616
&a
900
613
II'-0'
0'-O'
RE
PRECAST
f2)3
(2)3
375
%1
561
si
or
wo
b'-0'
PRECAST
f215
(2)5
292
B
525
21
D61
121E'
11'-2'
PRECAST
WI5
(V3
211
416
4W
M
512
1.,.
2'0'
FREI
W'o
W)
255
456
456
214
442
µ'-E
@'-B'
1 PRECAST
f2/3
(2)5
239
630
430
ISO
3%
µ'-&
e'-4'
PE5iRE55Ep
rzJ s4
(Dn
NR
416
41B
230
As
IV 14
f2)4
NR
319
319
21D
401
n'-4'
b'-0'
H+E61�5fiEp
(V IS
(NI
NR
age
a3a
I63
3n
19'-4'
B' @'
PRE51FE55Ep
(2)5
(2)3
MR
>14
224
31
254
2@'-0'
B'-B'
RESiRE55ED
(2)5
(2)3
NR
WIT
201
In
23l
RI'-4'
20'-0'
REstPE56ED
(2)5
W9
NR
m
in
101
206
22'-0'
20'-e'
RE6tIE80ED
(2)5
(2)3
NR
164
IN
I¢fl
IS
24'-@'
22'-B'
PRESTRESSED
(V5 1
(2)5
MR
132
a?
84
165
TABLE Nev 2 -_
RFXomm SoMMLE R Lao WAPILATE9
SAFE WOW!O Lam (q}j
a x 10' C•QOW1E LJNI
LMTEL
LE43aw
CLEAR
SPMI
LIN E TYEE
UNTIL 67EEL
9RAVItt
GAPAarT
(OWL (Il
GRAVITY
CAPACITY
(nL Onu
UPLIFT
CAPACITY
Oast OnU
UPLIFT
CAPACITY
(ML (gnu
rsoiiG" EAR
TCP eAR
I rw
I I' -6
P i
(2)n
(Dn
iovoo
0000
0900
1@@do
3' b"
T 2'
PRECAST
R)n
(2)2
593I
Jovo
10000
I00.00
4'-0'
T-0'
PRECAST
R)n
fvv
__ g261
bov
5135
Como
a'-0'
Y-2'
PRECAST
f2Jn
f111
SEA
9161
659?
loo
3'-4-
PRECAST
am
(2n
_.
ZM4
N14
6049
11
5'-4'
d'0
PRECAST
(2)5
4023
6431
4421
TNT
5'-10'
4'-0'
PRECAST
(2)3
(2)2
3923
5015
ROO
5430
6-4'
S'-0'
paAASt
R)µ
(7)n
any
4115
298E
4411
6'-6'
1.,.
PRECAST
G)µ
(2)2
334
3934
2$9
415
6'-1.
6'-4'
PRECAST
f2)µ
f217
aria
3119
Aoa
3919
1w
6'-2'
PRicA4T
(2)+4
(i)2
HIT
29tt
2030
30"
T-B'
6'-4'
PRECAST
RR)µ
Wv
2116
21%
so
HN
8'-0'
6'-8'
RECAST
fz>"4
(212
E581
2581
R54
2T02
T-V
PRECAST
(2)"4
Um
23%.
23%
K09
2506
9'-4'
B'-0'
CAST
(V-4
W2
1969
e69
@98
2653
PRECAST
(D4
(71n
Wi
an
141
Sao
A` -a`
PRECAST
care
R)9
WISP
A"
i490
III
7b
b09
@'-0'
10'-8'
PRECAST
(2)5
(2J5
1335
el9
PRECAST
(2)5
(2)5
1251
1251
634
296
13'-4'
I2'-0'
RECAST
W 5
(L 9
1144
149
545
129
14'-0`
12'-B'
PRECAST
(z)5
(2)9
1101
M.'66
406
107
14'-5'
13'-W
mnifE66ED
WN
(2)n
1419
1419
151
902
15'-4'
14'-0'
PFE61RE6sED
W-4
(2)2
1291
as)
411
623
N-4'
16.0'
RESTfEHRI)
WN
(2)n
933
so
SR5
641
19'-4'
IB'-0'
FPE6RE86ED
(2)5
(2)9
_ 1M
129
To
ov
5N
IB'-8'
F1g67RE89ED
W5
(2)3
12S
243
Lis
11 4.
20'-@'
FIgbTR55stV
(V5
(2)3
633
63B
213
420
22-0'
20-V
MnRE5eev
(2)5
U2 S
991
591
2Eb
334
24' -0'
R'-e'
RE6iRE8SEp
(2)5
f213
4B7
98T
of
330
TABLE NO, 3
REINFORCING SCHEDULE At LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
So X 20" COMPOSITE UNTELS
LMTEL
LEPYTH
CLEAR
SPAN
LMiEI. TYPE
LMtEl BIEEL
GRAVITY
GRAVITY
CAPACITY
nnLflnJ
UPLIFT
CAPACITY
(I)SLnnu
UPLIFT
CAPACITY
(nL(2nu
BOTTOM
eAR
TOP
EAR
CLIPAK4TY
(®.r,L(Ini
-m
c
rz)2
ease
m0em
3'-b'
2'-E'
FfECA51
(1)n
(2)n
T646
10000
10d0®OV
Iasw
4'-0'
2'-e'
PRECAST
Wn
am-55m3
vow
Wee,
(Case
4'-b'
3'-E'
PRECAST
(2)n
NV
4142
10000
6541
"M4'-6'
3'-4'
PRECAST
(yn
v
9196
low
Iae
2009
4'-0'
P1ECA51
(2)5
(2)n
0235
10C¢0
5130
10000
PIffCA51
(2)9
(2)n
5016
8'09
4661
9244
a-0'
PRECA51
µ
(2)
6r62
b152
3%S
E42
6'-6'
5'-3'
PRECAST
rzJµ
(2)n
6250
b2s,
3645
6555
6'-B'
54
PRECAST
(2)4
5B6
bbliA41
624
6' -V
PRECA91
( µ
W n
4312
432
2636
4509
V-1.
6.4'
PRECAST
(2)µ
Wh
4019
4099
250E
428E
B'-V
V-B'
-T --V
FRECAST
(2)14
Wh
31W
221E
3%9
aA'
FRECA9i
r W-4
(2)n
3420
3420
2076
i561
9'-4'
1'-0'
PRECAST
(2Y4
(
2134
2734
1610
2838
10'-6'
9'-1'
FRECA57
(2)•4
(2)n
2211
2211
1233
2289
IT-4•
10'-0'
PRECAST
W S
(2) 3
1954
1W4
1 337
2009
PREC457
(2)5
Ill9
1779
91@
ma
2' -6'
II'-1'
CAST
(2)5
f2)5
1667
1661
are
1701
13'i'
¢'-0'
CAST
(2)5
(2)IS
or
1501
ll9
141A
W'-0Y
2'-8'
GABT
(2)5
(213
1393
1399
boo
1923
W`-8'
134"
b
(2)'4
(2)R
0o
1693
551
IE1
b'-a'
W'-@'
PRE811E9nED
(2)'4
rz1n
1124
1124
536
105E
It'>'
16'-0'
FREBTRE%ED
O•4
a1n
l330
1330
dll
BR4
19'-4'
IB'-0'
PE8IRESaid
(2) 'a
W
CM
b53
33A
bD9
20'-0'
IB'-&'
PREBiRESSED
(2)5
(2) `5
319
ITS
3@
6B
21'-4'
20'-@`
PESTFES6ED
(2)5
B52
B52
Ze
D4O
22'-0'
20'-B'
PREStRECSED
fd)9
W
T91
T
56Y1
24'-0'
2E'-B'
F�6IRESSEp
(Rl5
(2 3
659
659
215
4]5
TAKE Na 4
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
S" X 24" COMPOSITE LINTELS
LMTEL
LENGTH
-7-Tv
CLEAR
SPAV
LMTEL TYPE
LINTEL STEEL
GRAVITY
CAPACITY
(@,M. Onu
GRAVITY
CAPACITY
nnL n,su
OPLPT
CAPPCI7Y
ot
n(M
UP.F7
CAPACITY
anL (2+
WTTcn EAR
TLR eAR
-6•
PREc t
rz)n
()n
10=
loa6m
Moo
2'-2'
PRECAfiT
rz) n
I'll
obi
hu^00
b00o
10900
2'-8'
PRECAST
(2)n
(2)n
6139
10¢b0
b00C
l0000
4-6'
Y-T
PRIll
(2)n
rz)n
5014
I0000
tZ000
10000
d'-8'
3'-4'
RECAST
(VI
(2) n
4653
l000
9629
10000
W)
f2Jn
165E
Wave
ION
10000
5, IS,
4'-6'
FTECASi
W5
712
6231
1wa
5136
love
6'-P
6'-1.
RECAST
(2) µ
W 1
9101
love
4754
9d60
6'-6'
-Is
6'-2'
PRECAST
(2)4
fAn
Man
love
wee
M13
5-
9'-4'
PRECAST
(2)4
(2)n
8114
1451
423
Nee
t-6'
6'-1.
r-{ffcAST
(2)14
(2)n
620
6416
X42
6411
Y-B'
6'-W
PRECAST
@) •4
I'll
DUB
6024
30M
6163
1'-0'
6'-0'
FTECABT
(R)•A
(s)n
5H51
oar
2503
5593
8'-4'
Y-V
PRECAST
(2)-4
(D n
4B9r
45
2R611
5030
9'4'
e'-o'
PRECAST
RJ •4
(2) n
3mb
3126
1962
365E
10'-V
9'-Y
PRECAST
f2/14
fDn
2931
2931
15W
3025
11'-4'
10 -V
CAST
(2)5
f2)3
loe
2653
219
2604
12'-0
10 -V
CAST
W5
(225
f2) 3
230,
2305
1175
NET
12 6.
11'-r
CAST
(2) 5
21,11
214r
CQ2
]Pfl9
V 7
PRCAST
W 5
We
R)3
(VI
W6
So
MI
10
P'rECAST
(2)5
,16
117E
lBl
1695
14'-0'
a'-4'
Pit -STRESSED
(2)
2345
2345
653
Igo
FREStRES D
W42196
21%
696
II
M' -V
FRvnR55ED
(2)-4
(.
111.-
(2)3 -
Ib60
1650
464
116
16'-0'
(2) 5
1910
1910
111
195
PfE5T,�65ED
(2)5
219
1219
347
656
20'-V
Pairs TREINED
(2) 5
W A
1062
1062
304
601
20'-S
Pr"E57REB6ED
(2) 5
(2) 3
999
994
INS
565
24'-0'
22'-B'
PRBTRE68Eb
(2J5
f2)n
&4
224
235
475-__
TABLE N& 5
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS
B' x 28' COMPOSITE uNTELs
LMEI.
LENGTH
CLEAR
GRAN
LMTEL TYPE
LINTEL STEEL
GRAYITT
c Acmr
(0➢5L (IFill
GRAVITY
CAPACITY
IIF"L (IlRI
IpLRT
CAP4aNr
(IrSL(R.l
tNLOT
CAPACITT
tIFiL (RP5LI
acmro40N2
7GP BCE
(P)
IZ0E0
Z000
10009
3 6
2 a'
DA51 PRE
(2)2
(Dn
10900
IZ009
IP®e@
b090
4 0
2 e'
CAST
(2)2
(2)n
1916
I
leave
I@09m
4 6
3-z'
PRECAST
(2)2
f2Jn
beet
woo
love
10000
4 V
9 4'
CASs
-(?)2
Q) n
55@9
1..
1I
10000
5 4
4 0'
PRECAST
(2) 3
W n
9011
SOW
am,
10000
-11,4.6'
PRECAST
ad -3
(2)n
TNT
10060
two
dead6-d
5 0'
RECAST
(Dµ
(2)n
18000
Ie00D
5641
bode
5 1'
PRECAST
(2)N
(2)n
M000
Coe
531E
Io090
963E
ROW
5021
10"
l6
6-2'
PRECAST
U)µ
NON
140E
Soot
3540
law
1 B
IA'
PRECAST
0)%
f2)n
1054
916E
3662
1326
B 0'
6'-B'
PRECAST
(llµ
Wn
6419
189T
332E
Sabi
RECAST
(2)µ
f2Jn
5964
6933
301
boil
9.4
8'-0'
PRECAST
(2) "4
(2)n
00,
5066
2%
4145
10'-6'
9'-2'
CAST
(2)14
(2) n
3s o
3994
ISan
3663
II'-4
10'-V
PRECAST
(2)3
(2)2
32W
Mao
521
Was
W 0
10'-B'
PRECAST
(2)5
293E
293E
136
2133
12' 6
11 -V
PRECAST
(2)Is
f2)5
216
2116
I2M
2499
e' 4'
TO
PRECAST
(2)5
(D 3
2416
2416
1049
216E
C T
(U5
WS
2Ob
2216
931
1941
14 A'
19 J'
PREOIRB
(2)µ
(2)n
2871
2311
126
1431
& 4'
µ-®'
PRESiTE55ED
(2) No
f2Jn
2616
2616
669
1312
n'-d'
W-0'
PRE5iRE55Ep
(2)4
f2)n
2023
2023
516
1022
19 4
B-0'
RE51Ri65EP
(2)5
a's
Tom
W01
1 413
111,
20.0
IB B"
PRE5rTE68W
(2)5
(2)9
1496
Woo 1
3E5
163
21'-4
20'-0'
PREB 66
(1J5
f2)3
Ras
INS
619
22 0
20'-B'
PRE0TE86ED
<2J 5
f
a 2
R22
f1621
24 0
22 -8'
PREBIRESBED
(2) 5
fD 5
IOI4
1014
266
521
TABLE NQ ]
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
a' X ON UNTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LMTEL 5Y=FI
PLAIN
GRAVITY
CAPACITY
GRAVITY
CAPACTT
(Oa6Lflow
GRAVITY
CAPACITY
fl)SLOAw
DRIP
CAPACTY
(I)BLOM
UMPT
CAPACITY
(InL(2K
Son EAR
--
TOPEAR
(2)
1110
1 11.1
3
3
3'-6-
2'4'
PRECAST
2
2 2
I5e
I665
1500
1 2480
1 2400
4'-0'
2'8'
PFF 57
0)2
(2)2
1131
1455
1425
awe
ado
4,V
T-T
PRECAST
(2)
On
a19
1151
1151
1489
I Iwo
4'-0'
3-4'
RECAST
(VV
(22
806
1 551
10311
gas
13M
5'-4
4-0'
PRECAST
()
( 2
659
ISO
He
1114
1114
a-10
4-V
PRECAST
!2)
(2)2
511
SF9
B@9
INS
INS
6' 4
5.0'
PRECAST
)
(D2
494
WT
Wt
ITS
852
6'-1.5.2'
RvsCASi
lN
(2) 2
418
try
19
T40
B2@
6' B
5.4
PRECAST
(2) 2
0a
sea
693
605
ISO
1-6
6 -3
F1ECA5T
(2) 2
301
5%
306
929
66t
V-8
16.4'1
RECAST
1 (yµ
(2)n
375
MB
ass
Las
bur
8'-0
6 B'
PRECAST
(VN
(2)2
353
am
536
452
sea
64,
t 0'
RECAST
0)N
2
334
for
501
411
-alb
RECAST
0)M
(2)2
286
435
435
316
494
b'-6•
9-r
PRECAST
2
(2)n
245
all
312
239
423
Im-0'
P/ECASi
12)3
tN
Na
30
199
338
PRECAST
215
!So
(2/3
222
243
Ili
5
12'-6
IIR'
f#CAST
a))
q
PD
ISO
243
243
ISl
23B
$'-q
2-0'
PFECABT
{215
rz )9
5
R3Z
bi
'�i
IB8
4'-0'
12'-B
CAST
(y5
126
160
I61
�
TABLE N& e
REINFORCING SCHEDULER LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
1Y X S' RECESS DOOR HEADER
LINTEL
ErKTN
CLEAR
SPAN
LINTEL TYPE
LMTEL STEEL
IMALLED
GRAVITY
CAPACITY
GRAVITY
CAPACITY
(InL(@Y5U
GRAVITY
CAPACITY
OA4-(Vol
Ij4,M'j
CAPACITY
015L(NiU
UPLIFT
ONFAGTY
(II Qft
801TCMeAR
TOPeAR
9'-B
2'-4'
C
(31
Dn
Imo
1691
K91
2E34
i4
4'-0'
2A'
PRECAST
f2Jn
(Dn
1191
1416
I
IM8
IW3
u-2'
2'-10'
PRECAST
(2)IT
(R)n
1042
Ime
13R0
flit
IV9
4'-4'
3' -V
CAST
(21IT
(2)n
S63
W
11'Ri
1596
1596
4'-B'
Y-4'
P(Ec I
a) n
(2) 0
am
1051
IOBI
1396
1396
V-B'
s-4-
PRECAST
(D 3
(1 n
699
B46
e46
1003
1011
6'-8'
S'-4'
fit
rz) 4
l2) n
qM
693
693
689
l9@
1A'
6-4'
FWC45T
f2Jn
375
968
64l
e 8•
1-4•
PRECAST
OR
(2)
316
400
4W
45D
ITS
3l5
546
9-D'
B 4'
PRECAST
01µ
(2/14
7701Z13
4b
419
291
412
3,8153
I<
�i 1
N
o
P
c
IN
COC
�,' c
8
N
0
N
•'�
tD
. tD
n
r:
7.6201
3,8153
TABLE-N" -_-
REINFORCING SCHEDULER LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B' X 32' COMPOSITE UNTELS
LMTEL
LENGTH
CLEAR
BRAN
LINTEL ttPE
LINTEL STEEL
-
501TO1 EAR TOP eAR
2 (2J2
GRAVITT
CAPACITY
(OnL(InU
GRAVITY
CAPACITY
inl.fI
OPLPT
CAPACITY
fln-(In0
UPLIFT
CAPACITY
(In-(2nJ
2.0'
I'-V
c T
0-ow
loom
m-w
C080
3 6
2 1'
pResLaT
(2)n
C2)
bO00
WECv'!
done
logo
4
2-2'
-2
PRECAST
(2)n
T2Jn
TO
kr0853
Wave
10000
4 6 6
3-
PRECAST
(2)n
-(2)2
6940
101
love
4 B
3 4'
PRECAST
(2)n
f2)n
)2)n
6364
10000
Woo
IOOSV
S ✓r'
4-0'
7
rz)3
100o
COX
9619
10000
B-10'
4'3'
PRECAST
Ws
TI
(2)2
5543
11
Iota
Iowa
E4
5'-%
FORECAST
(2)M
10000
10000
6529
100m0
6 6'
S-1'
PRECAST
7) 14
(L2
tL2
Imo@e
10000
61"
voeO
6 1.
5 4•
CAST
a)µ
10om
Wo
Sell
10000
1 6
6-2'
PRECAST
f2)µ
212
8581
100610
Ass
B916
1-D
6-4'
FNI 1
(R)14
(2)n
eT@
C00D
4240
ed91
B
f=�C46i
@P4
(7)1
14%
b00@
3Pb3
'r,
B 4
t-@'
FRECA51
014
(2)n
bt94
Imm@m
356
t06 0
9.4'
T
72)n
ow
690
21I1
o
10'-6'
11.
'-2'
PRECAST
(2) 4
u
2) n
4056
50 a
2094
4246
I 4
1V V
PRECAST
(2) IS
C2)3
4221
4n
1163
3Eo
12 0
0 -e'
R=EcA5T
W 5
(D 9
3119
3t19
1549
31t0
1
11-1
RECAST
(2)
fy3
2)9
U2
3412
1411
1B99
E 4 -1.
12 0'
-1
(215
2996
29%
1216
2516
N 0'
12 a-
CAST
})3
2131
M
1_MD
60
14 B
13'-4'
PIESTRESSED
PUPA
'2)
9291
MIT--r4S
1494
a 4
H'-,.
PRESTRESSED
rz)'0.
'j)n
2546
19A5
689
1966
11 4
16'-0'
FfE5tRF55ED
RR)µ
(2)n
22IO
Zee
532
oa
19-An
a-W
FRESTRE561A
CIS
)5
Be
AS
426
844
200
1e-B'
67MS
f215
2/3
Sea
I'll"
214
20'-o
PRESTRESSED
(2)5
1112
14t
94B
22 0'
20'-8'
PFf6TRE80ED
W,
g)3
am
24-0`
4'-8'
Rg61�SBED
f2)5
-VJ2
1141
1141
R14
944
TABLE N& a
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS
B' X 14' COMPOSITE UN'IEL
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GR4v111 UPLIFT TRIP
LENGTu SPAN CAPAGTT CAPACITY CAPACIT( CAPACTT
507701 eAR TOP EAR (0n (PW TAU (I'RI (U5L (15U O2 L C 5U
21@-6'
n
Im
m@m
@
3W
T-r
PECAV
(2)4
n
5014
to a$
bode
10e00
4-d
T
cast
rVT
vn
f2)n
36s
Icase
140
1=00
4'W'
Sal
FREE
f
-f2)2
2141
TOUT
6612
022E
4 B
-5-4-
3.4'
PRECAST
(2)n
rz)n
2519
6231
also
1216
4.0'
CAST
(2)9
(zln
4111
441r
31b9
483@
61@
4-6'
PCAS
(2)
_f2)n
TV)
3344
5564
300E
35es
6 4
5.0'
RRECASTT
(2)%
3038
2BB1
h38
303E
20B1
273D
211
2393
2259
3215
304E
2R0
6.6
5 E'
CA9i
(D"4
6 e
5 4'
PRECAST
(VR
(L2
(1)n
PRECAST
(2)"4
3193
2193
I1E9
2303
7-8'
6-0'
RRI
(2)µ
210E
2x5
1645
Zia
8 91
b
PRECAST
MST
Ism
14U
2M
8-4'
l-e
V
PRECAST
n)µ
R)µ
_f
I825
'025
863
Isa
9'-4'
6'-0'
PRECAST
R)µ
_(2)n
5n
1511
x54
59i
W-b'
V-2'
FTECAST
WN
f2)2
@65
265
W1324
11 4
%-m
FRECA51
(D5
L )r3
119E
113E
67B
Ile[
0
b-8'
P�L49T
rz)3
n) 5
1@a1
104
541
1061
@-6
II .-
P�LABT
(2)3
.f2)
°%
SIBS
547
IOR9
13 4
It -0-
CAST
(2)5
6 J3
Wj
465
935
14-0
IR B'
FfEC4B1.
(2)3
12)3
542
042
414
B
TABLE N& 10
REINFORCING SCHEDULE R LOAD CAPACITIES 1
SAFE WORKING LOADS (PCP)
_ S' X 14' RECESS DOOR HEADER
LMTEL CLEAR LINTEL TYPE LMTEL STEEL GR4VItt UR4VItt UPLIFT UP -PR
.ENGlu SPAN CAPACITY CAPALITT CAPACTY CAPACITY
60TTOM BAR TCP eAR (on-fV9U (I)5L(1/51 (IAS-OMNI (IMI(2)5U
L4i.
7.6201
8/14-S-(1) #5R11 #5
31t
4
P
A R C H I T E C T S
1441 N. NVNALU HtAUAN 1J1-1/1).
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigiigroup.com
AA #: 0003325
L
DATZ: '7 /19 /17
E
tciv
SQ.FT.
CALC.'S
1ST FLR. LIVING*
2ND FLP, LIVING:
S20
1,215
$Q- FT.
$Q. FT.
TOTAL LIVING
ENTRY
GARAGE
2,195
50
444
SQ. FT,
SQ. FT,
50. FT.
TOTAL
PATIO
2,689
21
SQ. FT,
SQ. FT.
WALL LEGEND
................................
8'-8' BRCS.
LOAD 13%. WALL
NON-BR3.WALL
COWONENT AND CLADDM WIND LOADS BASIC WIND EVOQL E
FOR 3 SECOND GUSTS
CALL i FOOTAGE DESIGNATION WDTFI HEIGHT
ZONE TBO NPH WIND
1 112 16-001x-0192' 84' S 233 / - 283
2 20 3068 OR 3680' 4 26.4 / - 2&1
3 24 35-SH 54' 63, 5 26J / - 33.9
4 33 25-SH 38' 63, 5 26.1 / - 352
5 33 25-SW 38' 63' 4 26.1 / - 29J
6 42 5068 SGD 14' 80' 4 25.1 / - 21.4
1 10 23-SH 38' 38' 4 31b / - 343
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VA80=116 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY=TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR 5TH ED, (2014) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
NOTE:
I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMWs MEMMR5 T -W PROM THE FMISN
FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEWIIE TREATED SPRAY
3 1/2"
2'-0"
N
OF
m
20 U
061 oj:.
CABINET
SECTION
i
o
f1
0
25-SH
12'-2'
FLEX RM.
II'-0'x 12'-10'
35-SH
0
a
_ 40' -0"
9'-4" — 5'-4" 11 11'-4" 5'-S'
C5 PATIO
1'-O'x 3'-0'
15-SH I 5068 5GD
I
I Ig
I
GREAT ROOM I CASUAL
t5'-a'x 15'-4' I DINING
e'-a' CLck' 6-0' CIS
I
42' KNEEWALL
W/ WD CA
21'-0" \ 5'-2' „2'-6=1 II'-4"
ril
M
T LBW. LBW.
UJG
I I PWDR. m STUD
s°°
I i -a' CL�. O
C I 7 _' —
4'-4" 3'-6" r 9'-O' 3'-4" 4'-4" 3'-4" ill, 3'-ro"
@II
III
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II
FOYER
I I
a' -a' cLG
II
II
2—CAR GARAGE
( 2 1
■--■J
_ _ _ ■—■
M.T.
10'-4"
I
�
ENTRY
I
&-a, CL
■
LINE OF SECOND FLOOR ABO
■
-----
———— — -- — ——
■ ■
r
I 16'-0' X T-0' OHGD
2'-4"
20' -S'
FIST FLOOR PLAN
SCALE. 1/4 = I'-C' ELEVATION 'A'
A R C H I T E C T S
PH: 407-774-6078
FAX:407-774-4078
www.abd esigngrou p.com
AA N: 0003325
SUBDIV. &®LOT:
OAKLAND LAKE
(LOT 7)
MODEL2195
(VERSION#00)
PF20JECT#:
2784.000
PAGE:
FIRST
FLOOR PLAN
ARCFin CT
STATE OF FLORIDA
DATE_,' 7/19/17
SC :1/4"=1'—O"
SHEET
4 Or 7
�-P r_
r
WIND DESIGN CRITERIA
.r
M
C. RISK CATEGORY=TYPE
EXPOSUREE CATEGORY
VALUES FOR COMPONENTS 4 CLADC>IW-a— — BASED ON
1:)ESIGN WIND SPEED. PECK 5TW EP- .,fALLOWS
PRESSURES TO ITIE MULTIPLIED 15Y 0-6 TO MEET TWE ALLOWA5L;=
r -
FLOOR ULL EE SPRAYED AND TREATED 50R • TREATED SPRAY
SLEEPING ROOMS PROVIDE AN EGRESS
WINDOW WITH A NET CLEAR OPENING
OF S SQ. FT. FOR GROUND FLOORS,
5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS
SHALL NOT BE LESS THAN 24'H OR 20'W
SILL NOT MORE THAN 44" ABOVE FLOOR.
eo
10'-10" 5'-10" 2'-4' 10'-4' 10'-8'
III-3" 14'-10"
0BL 05L
STUD STUD O
31a51-SFI 30511--SH
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TEMP e
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & I�OT:
OAKLAND LAKE
(LOT 7)
12 r r t
2195
(VERSION#00)
DATE: 7/19 /17
SCALL: 1/4"-1'-0"
SHEET
4. tor 7
•
FRONT ENTRY/GARAGE ATTIC VENT CALCS
AREA OF ATTIC
102SQ.FT
NET FREE VENTILATION AREA REQURZED (1/150)
0.68 ME
REQUMED VENTILATION AREA (0.68 x 144)
97.9 WIN.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.OI./tF
REQUIRED LF OF SOFFIT VENTILATION
9
LF
PROVIDED LF OF SOFFIT VENTILATION
381
LF
ATTIC VENT CALLS
AREA OF ATTIC
1314WT.
NET FREE VENTILATION AREA REQUIRED (1/300)
4.39 SQ•TT,
REQUIRED VENTII,ATION AREA (4.38 x 144)
m? SQ.IN.
MEN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 630.7)
315.4 SQJN.
OFF RIDGE VENTILATION AREA
U5 SQIX./7m
SOFFIT VENT VENTILATION PER LF
11.74 %IN./LF
TOTAL # OF VENTS REQUIRED
2.74
TOTAL # OF VENTS PROVIDED
3
REQUHM SQIN VENTILATION IN TOP 1/3 OF ROOF
315
KIN.
REQUIRED LF OF SOFFIT VENTILATION
27
LF
PROVIDED LF OF SOFFIT VENTILATION
151
LF
IS'-0 3/4" BFZG. WGT.O __ _
I-T'-0 3/4" HDR. HGT.,,
SCORD LINE
(TYP)
10'-0 3/4" 2ND F.F.
a, -a, SR3. HGT.s
6'-8" HDR. HGT.$ -
TEXTURED GEMENTITIOUS—
COATING PER (ASTM
C926) (TYP)
SCORED LINE—
(Tl'P)
0'-0" FIN. FLR-0_
IS'-0 3/4' 5RS. HGT.,j,
17'-0 3/4' HDR.
11 _ 0II
KK//
10-0 3/4" 2ND F.F., _
SRCx- PGT.,i, -
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TEXTURED CEMENTITIOUS
COATING PER (ASTM
C926) (TYP)
0'-0' FIN. FLR.
ROOF SHINGLES
�I
iu
12
5
5
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17'-0 3/4' HDR. HGT.
IVY
JI-06CORM LINE
(TYP)
TEXTURED CEMENTITIOUS
COATING PER (ASTM
C92(b) (TYP)
o10'-0 3/4" 2ND F.F.
SRCs. HGT.
(p'-w HDR. PGT.
IIIIII I�II�II�II�II�IUIIWII0
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(TYP)
---
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L� COATING PER (ASTM
C926)(TYP)
SCALD: 1/4 = 1'-0' ELEVATION "A'
,418'-0 3/4' SRIa. HC,T,
1-t'-0 3/4' HDR. HGr.
,I 10'-0 3/4" 2ND Fr-.
SRCs HGT.
HDR. PGT.
TEXTURED CEMENTITIOUS
COATING PER (ASTM
C926) (TYP)
o0'-0" FIN. FLR.
ARCH IT EC'rS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�-
�_�UBDIV.•
OAKLAND LAKE
t
DATE 7/19/17
$CAT Ei- l/4"=II-011
SHEET
or
RCS SNINGLE5
(TYP)
12 t
5
IS'-0 3/4' BRCx HOST.},
- -- 18'-0 3/4" 5R3. HGT.
141,
_
17'-0 3/4" HDR. HGT.k
- - 4ll'-0 3/4' HDR. HGT.
14,
_ - --- -
---
-
-®- -
-
_ _
_ -
GJ.
G.J.
1 _0
1'-0"
TEXTURED GEMENTITIOUU)
COATING PER (ASTM
G926) (1Yf')
12
5
10'-0 3/4' 2ND FF.010'-0
_
_ _
_ _
_ - - — - -
- -_
_
- --
3/4" 2ND F.F.
------
8'-8' BRCS- HaT.� �--
-
S'-8" BRG- HGT.
6'-8" HDR NCSt.,h_
_ _
_ _ _ _ _ _ _ _ _ •_
_
_ _
_
_ 6'-8" HDR HGT.
1.011
GEMENTITIOU3'
TEXTURED
SCORED LINE
COATING FER (AS1M
r
g (tYF)
C G926) (TYP)
W
.4
0'-C' FIN. FLR.
_ _
_ �0'-0" FIN. FLR.
12
5
IS'-0 3/4' BRCS. H4GT.,i
17'-0 3/4" HDR
1'-0;'
LEFT t1J1
qig,l
12
_—_.-I 5
Alb'-0 3/4" BRCS. PGTt
11,
11'-0 3/4' HDR. HGT.
-0"
TEXTURED CEMENTITIOU
III III COATING PER (ASTM
r Illulll � G926) (tvP)
"
10'-0 3/4" 2ND FP.1—12 — - --- - _ - - - - --_ - --�- --- - o10'-0 3/4" 2ND FF.
I' 4�8'-8" BRCS. HGT.
8' -8" BRCS. I-ICST.'o -
--- - - - - - --- - - - - -
W.S
HDR HCST.� - - - - - - - - - - - --- - - 6'-8" HDR. HGT.
I'_0 -0" _
SCORED LINE TEXTURED GEMENTITIOU
(TYP) COATING PER (ASTM
CW6) (TYF)
0'-0" FIN. FLR., _—_®_ _ _®--- _— --
0'-0" FIN- FLR.
—4
2'-4°
I
SCALE: 1/4 = I'-0' ELEVATION
Yi FA -
I PH: 407-774-6078 V
FAX:407-774-4078
www.abdesigngroup.com
A
!, AD LAKE
OLODELa
•
(VERSIONfO-O)
DATE•
F' /19 /17
SCAl#k
1/4"=1'-0"
SHEET
5.
1
OF 7
TI(E � p� 7 p CONTROL DATE @-I-P1-15
��IIL �II�J� Ill�l ��J ���HJ
CONNECTOR SCHEDULE
SIMPSON
USP
DES,
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
I45ID
HTA W Ha
1400
(1) 106 x 11/2' i-PLY, (6) I6d 2-PLY, (U5P, (10) 6Od X 1 IR' - NO I6d OPTION)
(2, META-16
1985
lD PTA 16-I8
2500
(10) Mid x 1 IR" 1-PLY, (U5P (10) IOd x I IR')
19O@
(14) 16d 2-PLY (UBP: NO 16d OPTION) _
HETA-16
Ia1O
HTA 16
1615
(9l IOd x I III' -PLY, (Ed I6d 2-PLY UOP (10) IOd x I Irz', NO 16d OPTION
HETA-20
IBI@
HTA 20
1616
l9) 10d x @'-PLY, (B) I6d 2-PLY USE, (I@) I0d n IQ', NO I6d OPTION
(2J HE
2@95
(2) HTA-20
3110
(Od Imd x I Irz" -PLY USP (IID) I@d x I Irz'
2500
(12) I6d 2-PLY CUSP: NO I6d OPTION)
z
LOT-2
215ID
LIIGT-2
1915
(1) - I/4' x 2 I/4' TITEN, 2 PLY NSP: BLK (5) I/4' WE, LL170D (I6) IOd
(�
DETAL-20
2400
NO USP CONVERSION FOR SIMPSON
DETAL-RID
(15) - IOd x 11/2, 1 PLY
MGT
3965
MUGT
4000
(1) 5/5" A.T.R N HIGH STRENGTH EPDXY (MR112- EMBED), (M) 10d TO WOOD (UBP= (26) IOd TO WOOD)
HGT-2
10950
HUG7-2
9365
(2) 3/4' A.T.R. INHIGH STRENGTH EPDXY (MIN. 12' EMBED$ f162 IOd TO WOOD (U5P: WOOD (9) IOd)
4GT-3
10530
HUGT-3
9365
(2) 3/4' ATR IN HIGH 5-IiEN'GTH EPDXY (MIN L 12' EMBED), Cad I@d TO WOOD (UBP: WOOD (6) Odd
LGT3-aD925
328E
LUGT-3
5350
(I2) SDS U4"X2 IQ' TO GIRDER (Ad 3/0" x V TITEN HD TO WALL (USE: CONC. (4) 3/8" X E' WEDGE BOLT, WOOD (12) 1625)
L7A2
1210 PARALLEL TO WALL
1425 PERPENPICULAR TO
WALL
_PTA
1655
(10) od x 1-I/2" (USP (I@) 10d x 1 a
VAT
4540
NO U5P CONVERSION FOR 51MP60N
VGT
(Id 5/6" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED). (a)-5D5 V4'X3" TO WOOD
(2) VGT 1
11e5
NO U5P CONVERSION FOR SIMPSON
(2) VGU
(2) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12" EMBED), (32)-SD5 V4'X3' 12 FLY
MT5-12
I@OO
MTW 12
1596
(14) IOd x I IR' (U5P: CEO 1@ x 1 1/2", (14) IOd)
HTS-16
1150
HTW 16
1660
(16) IOd x I Irz' CUSP: (16)106 x 1 1/2', (16) IOd)
HTS-20
1450
HTW 20
2045
(24) 10d x I la' CUSP: (24) IOd x I a', (20) IOdd
HT5-24
1450
HTW 24
2045
(24)10d x 11/2 (UBP: (24) Imd x I a., (20) 106)
L6TA-12 +
925
LSTA 12
510
(1W Imd USP: (IO) Imd
LSTA-15 +
1235
LSTA 18
136@
(14) IOd pap: 0411Od
META-IB
1315
M5TA-15
1315
(14) 10d q p: (14) IOd
MBTA-24 ++
1640
M5TA-24
ITS@
(ISJ IOd USP: t18)'0d
CL
MBTA-30 ..
2060
MBTA-30
2140
(22) 1@d U5P: (22) I0d
M5T4-36
2050
META-36
2525
(26)IOd USE, (26)IOd -- _.--
(—
M&TP36
38@O
K671 236
SOSO
<36) IOd x I VT UOF: (36) IOd x 1 1/2' _
M6T1-48
5ID66
KTSI 248
4250
(48)106 x 1 Irz' U5P: (45) IOC x 1 1/2"
H6
950
LFTA 6
1595
(a) 8d TO PLATES, (a) 8d TO STUDS (U5P (I6) SE x 1 1/2', (I6) ad)
SP4
555
5FT 4
945
(a) Imd x 1 112TO STUP5 U5P: (6) 106 x 1 a' TO STUDS
434
396
MP 34
410
(4) 56 .1 1/2 TO BEAM, (4) 56 x I la' TO POST, USE, (4) 86 x 1 1/2" TO BEAM, (4) ad x I la" TO POST.
HOP2
645
HHCP 2
1010
(12J 106 x 1 1/2" U5P7 (10) 1Od x I I/2' TO TR155, (10) 1I X I V2" To PLATE
NIOA
1340
RT I6A
21ao
(lad IOd n 1 1/2" U5P: (5)106 x 1 In' TO TRUSS, (81 Imd X I Irz' TO PLATE
VGT [ HDU4
4565
PLO, 4A
4035
(4)-6D6 I/W,X TO WOOD, (Od-S76 1/41,x2 IR' W/ THREADED ROD, (2) NUT$1WASdJ PLY
USE; IRS ATR MIN 1' EMBEP SET IN HIGH BTRENGTH EFOXY, 00) W5W WOOD SCREWS
VGi 4 HDTB
494ID
TDX IID
5110
(Ia)-5PS 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREAPED ROD, (2J NUTS/WA6HERaFL1
USE; 1/0 ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4)1/8" THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6TT5
(1) 5/6" ATR IN HIGH STIEN GTW FPDXY, (MIN T' EMBED.) IN CONG, (12) I6d TO WOOD U5P= SAME AS 5IMF5ON
ABU 66
2300
❑000
PAU 66
2535
E:815
(I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN- T' EMBED.) IN CONO., (12)166 TO WOOD U5P: SAME AS SIMPSON -
N
LTTI9 ,.,
I4Z
LT5 19
1205
(V 3/4' AS.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN GONG- (WIIDd TO WOOD USP: SAME A6 SIMPSON _
c)
LTT205 ,a«
1500
LTS 20B
IIO5
(V 1/2' A.T,R, IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (10)10d TO WOOD
USP: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 106 x 1 1/2', 2-1a' —
_
0
HTT4
4455
HTT45
4465
Old5/B" IN HIGH STRENGTH EPDXY IMIN 1" EMBED) IN CONC,16d 9 (IB) 6DNm X I IM" (USP (20) I6d X 2-IR
USP HAS MORE NAIL OPTIONS: (20) I@d (20) Imd x I-IR", (2@) I6d x 2 IR'
Z
Q
14TT5
5@9@
HI
5430
(1) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,' IN CONC„ (26) I66 X 2 1/2" (USP: (20) I1 X 2-1/ 'd
USP HAS MORE NAIL OPTIONS; (25) Imd, (28) IOd x -In', (20) �d x 2 Irz'
HHOQII-Spa 25+
11,510
UPHD 11
120
CU I' A.T.R IN HIGH 5T TH EPDXY, (MIN. 10 EMBEDJ IN CONO. D4) SD5 Yv x dS" WOOD KREA3 CUSP • (24) W53 WOOD 5CEEJ 5)
HD1B
6645
TDX 10
5110
(I) T/V A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ) IN CONC., f}) 3/4" STUD BOLTS TO WOOD (U5P (dl l/8" BOLTS)
Cn
LL1
0
M544 356/1126
3415
5330
NFM35X12U
3165
1130
SIMPSON4 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 615" EMBEDMENT) IN OMU TOP, (U 3/4'
ATR N HIGH STRENGTH EPDXY, (MIN. 6lW EMBEDMENT) IN O.MJJ. FACE, (IBAOd TO BEAM
U5P: (1) a' J-BOLT W/ MINIMUM 6: EMBED. d NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSUTOI EAP PY A BOLT SLEEVE ANCHOR OR Ea, W/ MIN, S' EMBEO DEPTH INSTALLED IN THE FACE.
HU5C412 (WOOD)
3635
2660 (PLR)
HUS412P
3m60
2030 (FLR)
-
(10) I6d TO HEADER, (10) ad TO WOOD U5P: SAME AS SNFSON
3268 (ROOF)
322a (ROOF)
Z
HUC41ID (CMU)
ISIID
5085
H5410 IF
18@5
3M5
(15) 1/4' x 2 3/4' TITEN (9 PER FLANGE) TO CMU, CIO) 10d TO WOOD, (USP- 08) V4- x 3' U153 6CREW6, CIO) IOd TO WOOD.
=
HUC210-2 fCMUd
i51O
DOB5
H0210-21F
IS05
3115
(1a) 1/4' x 2 3/4' TITEN (9 PER FLANGE) TO CMU, (IID) IOd TO WOOD: CUSP- Clad 1/4' x 3` 0. 3 SCREWS, (10) 1@d TO WOOD
NUC210-3 (CMU)
18I@
4000
HD21@-3IF
IBID5
3115
1 (18) 114.1 2 3/4- TITEN (S PER FLANGE) TO CMU, (IID) IOd TO WOOD: CUSP - (la) 1/4" x S' W53 SCREWS, (10) IOd TO WOOD
LGUM26-2-SDS
1 1430
1 5595
1 NO UBP OONVERSIM FOR SIMPSON LGUM26-2-5D8
(4) 3/8' x 4- TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4" X 2 1/2' SDS SCREWg TO WOOD
HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHE5IVE
ANCHORING SYSTEMS
WHERE ANCHOR EMBEDMENT IS GREATER THAN T' DEEP, THE VERTICAL CELL IN CMJL WALL MUST BE FILLED SOLID W GROUT.
.. I@b COMMON NAILS CAN BE SUES —Ill WITH IOd x 11rz' NAILS IN CONUUNCTION WITH A 231. REDUCTION IN THE ALLOWABLE LOAp. WRITTEN APPROVAL FROM THE ARCHITECT a REQUIRED FOR TH16 APPLICATION
PRIOR TO INSTALLATION-
« MINIMUM EMBEDMENT INTO THE TOP OF A 5ONp5PAM WILL BE 5', MINIMUM EMBEDMENT INTO THE 4OUNDAMON WILL BE 1'
W
H
A.T.R. • A -SOT ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIE5)
QBECAUSE
OF THE WIDE VARIETY O= MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONHECTORS THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
la USER
WHEN USING STAINLESS STEEL CONNECTOR@ USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED C04NEGTORS, USE FASTENERS GALVANIZED PER 451M-AB3
USE OF EXPAN6IGN ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 54616 AND MUST HAVE WRITTEN 4PFROYAL FROM THE ARCHITEOTh1NC WEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON MOOD CONSTRICTION CONNECTORS C-2013- ,'NIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG
1-515-2012.
F—�
NON-15Wz WALL
MINIMUM
UTUDWi�QUIREMENT51,i R
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0" TO
S'-00
UNA•
4'-II 1/2'
i'- II I!1
ANT,? UP
NUMBER Or HEADER STUDS
SUPPORTINCs END OF HEADER
1
2
3
NUMBER OF PULL LE14GTH STUDS
2
AT EACHND EOF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MTS-12
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 & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O.ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE
� tt •r �t tr �r � � �n �n �t
LLL I LL LL Ill I1 ILL LL LL LL
II II II II II II II II II II
II II II II II II IIII II it
II II II II II I IIII II. II
II
II II II II II II II IIII II II
I� !I .I II II if II II` it II
II II II II II II II II II � � II
it II II II II �}�
II II II II II II II
u U- U-
U- U-
I111
III
II
II
II
II II
III
II II II.
L L1
II
II
II
II
II
II
II
II II
II II
i
II
II
II
II
II
II
II
II II
II II
`TRUSSES TO 4 f I II
D% STUD W1
11 (2) MTS-12.. I I I I II II II I I
I I I I
FL3 =__ _—_ _4+--_'___
■
FL3
--- --T7-
FL3
II
FL3
■ II
FL3 =—_ _ _—_-
J4
-
J2 II
C4 kid
-lp��,yV�
fi
r
LOW (2) 2x8 LOW.
------------- FL2
�_TRAWS TO
— - - — -
--DBLSTUDW/—_—_----_—_ FL2
(2)MTS-12 ---- ---
=1=== =____________ PL2
FL2
-_—__-=__ ______ - FL2
------- ___—__- FL2
PLI
I --
(2)META-16
A f D3
%0 %0 m m Zz
s
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abd esigngrou p.com
AA #: 0003325
cUBDIV.•.
OAKLAND LAKE
lI ;1 r)n
s.+r,
1> A 1 7/19/17
Sol1/4"=1'-0"
s7T
�g T(
,.a N M4� Iny t
y
CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-S
'1460
HTA Y>-IB
WOO
(1) Nod x I In' I -PLY, (6)16.1 2-PLY, (USP: OW Md X I In' - NO 16d OPTION/
(2) META-16
196s
(2) HTA I6-IB
2800
60) 106 x 1 I/V 1-PLY, (USP: (10) 1Od x I V20
ISM
(14),I&d 2-PLY (USN NO 16d OPTIOW
HETA-16
MIm
PTA IS
1615
(S) Od x 1 In' I -PLY, (8) K d 2-PLY IIBP: (10) IOld x 1 In" NO 16d OPTION
HETA-20
IBM
PTA 20
1SI5
(W od n I IR' I -PLY, (S) I6d 2-PLY USP: (10) 1Od x I Ill', NO I6d OPTION
r
IX
(2) HE74-20
2035
(2) HTA-20
3170
(IW od x I IR' I -PLY USP: OW Od x I IR'
25Mo
(12J Ned 2-PLY (USP: NO 16d OPt15NJ
Z
0
LGT-2
21M
LUGi-2
1915
(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (0) I(4' WB, WOOD (16) and
N
DETAL-2m
2400
NO USP CONVER8104 FOR SIMI°6014 DETAL-20
(11). Wd x I V2,1 PLY
<
M Y
3969
MI
WOOD
(IJ Ole' ATR N HIGH STREN37H EPDXY (MN Q' EMBED), (22110d TO WOOD (USP: (2W IVd TO WOOD)
HGT-2 +
10980
HWGT-2
9365
(2) 3/4' A.T.R IN HIGH STRZI EPDXY (MIN. 12' EMBED), (16J 1Cd TO WOOD (USP: uaDp (OJ Md>
HGT-3 .
10830
WXat-3
9365
(2) 3/4' ATR N HIGH STRENGTH EPDXY (MN 12- EMBED), (W Wd TO WOOD (USP: WOOD (8) Md)
LGT3-SD825
32M
LUGT-3
5330 -
(12) BD5 I/4W Ill' TO GIRDER (4) 3/e' x 5' TITEN HD TO WALL (U8P: COJC. (4) 3)8' X 5' WEDGE BOLT, LLMOD (12) US25
LTA2
1210 PARALLEL TO WALL
1425 FERPENDICULAR TO
WALL
LPTA
ImD
OW od x 1-V2' (U (10) old x l In'
YGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(D &W ATA IN HIGH 5TREWTH EPDXY (MIN. 12' EMBEP), (S)-We LAX3" TO WOOD
(2) VGT
I 1105
NO U8P coNVERSION FOR SIMPSON (2) VGT)
(2) 5W ATA IN HIGH STRENGTH EPDXY (MIN Q' EMBED), (32)-SDS I/4'XV 12 PLY
MTS-12
10m0
MTW Q
IWIS
114) od x I In' (USP: (14) Wd x I In, 0010d)
WTO-16
1150
HTW 16
I66O
(16) lod x I In. (USP: (Ha) Wd x I In" (16) sod)
H75-20
1450
HTW 20
2045
(24) Md x I Ill' (USP: (24) 700 X I IQ', (2W Md)
HTS-24
1450
HTW 24
2045
(24/ 106 x 1 1/2(U5P: (24) 100 x I I/ % (20) Md)
LSTA-12 a
925
LSTA 12
910
(10) Imd USP: (10) I0d
LSTA-10 «
1235
LSTA 18
1360
(6n 10d USP: (14) Wd
META -I® »
1315
META-S
0I5
(14) od USp: (14) 10d
N
MOTA-24 •+
1640
META-24
IISO
(IBJ loci U5P: (10) Md
CL
MBTA-30 «
2080
META-30
2140
(72J loci USP: (22) 10d
META-36 «
2060
MBTA-36
2wrl
(26)lod- USp: (26)lod -
M6TI-S6
3NOO
KSTI 236
3090
(36)10d x 1 In. U5p: (96) ISO -x I Ill'
V)
MSTI-48
5065
KTSI 248
4250
(48)10d x I Ill' USP: (48) od x 1 In'
N6
950
LFTA 6
1555
(0) Sd TO MATEO, (6) Od TO STUDS (USP: (16) Od x I I/2', 116J 8d)
5P4
eSO
SPT 4
SAS
(6) Wd x I V2' TO STUDS USP, (6) 1Od x I In' TO STUDS
Au
390
MP 34
40
-
(4) 8d . I IR' TO BEAM, (4) 0d x I IR' TO POST. U6p: (4) Od x I In- TO BEAM, (4) ✓ d x I IR' TO POST
WO-2
648
-
WHOP 2
1010 -
(12) od x I IR' UW.- (10) Wd x 1 In' TO TR105, 00) Wd X I In' TO PLATE
410A
1340
RT 16A
21W
(16) Tod x I I4' USP: (W od x 1 In' TO TR", (6) Wd X I In' TO PLATE
YGT 4 HDU4
4065
PHD 4A
4S35
(16)-SDS 1/4'x3' TO WOOD, (M)-SD6 IH"x2 VP W/ THREADED ROD, (2) NUT6/WWHER/2 PLY
USP: 5/9' ATR MIN 1' EMBED SET N HIGH STRENGTH EPDXY, 60) WOW WOOD OCREWS
YGT 4 HD10
4840 -
TOX 10
51M
(lb)-SD5 V4'x3' TO WOOD, (3/•3/4- SM BOLTS Wl THREADED ROD. (22 NLTBAWASHER FLT
USP: 1/0' ATR MIN. 1' EMBED SET IN H STRII EPDXY (4)1/e' THRU-BOLTS
AM 44
220M
6665
PAU 44
2535
6T5
(1) 5/5' ATA N HIGH STRENGTH EPDXY. (MN 1- EMBmJ N GONG. (12) ISd TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
Q09m
PAU 66
2535
Ims
(1) SAO' ATR. N HIGH STRENGTH EPDXY, (MR V EMBED-) N CONC, (12)ISd TO WOOD UOP: SAME AS SIMPBGN
N
L'M19 ••
1340
LTS 19
1205
W 3/4' AT.R IN HIGH STRENGTH EPDXY, (MN. 1' EMBED.; IN CONO, (WOd TO WOOD USP: SAME AS 5IMP8CN
0
_ LTTIOB «.
ado
LTB 206
1105
(1) W' ATA N HIGH STRENGTH EPDXY, (MIN. V EM I EDJ N CONC, (10A0d TO WOOD
USP: 314- ATR MN T' E'-IBED SET IN 14 H STRENGTH EPDXY, 00; md. (10) Wd x 1 VY, 24V
_
U
HTT4
4455
HTT45
4465
(V 5)0' ATA N TE HIGH STN'TH BROXY (MIN 1' EMBEDJ N Cow— (w SD90 x I IR' ale,— (20) I&d X 2-IR')
08P HAS MORE NAIL O'Ttxl6: f20) Md, (20) od x N"', (20) Wd x 2 UC
Q
HTT5
5m90
HI1145
5430
(V "' A.T.R.IN HIGH STRENGTH EPDXY (MIN. T EMBER) IN CONC, (20) 16d X 2 7/2' (U6R (2W 16d X 2-IlY)
USP HAS MORE NAIL OPTIONS: (20)10d, (20) 10d x I -Val (20) 16d x 2 I/2'
HHD011.008 25.
IIAm
UPHD II
11
(V 1- ATR IN WOO BTI-'FNGTH 01(MN 10' EMOEDJ IN CONC, a,V SDS Y' x 15' WOOD SCRE116 AISP. O2 W53 WOOD GOMM)
HD113
664S
TDX 10
SIM
(I)1l8' AB. N NIGH STRENGTH EPDXY, (MIN 1' EMBEDJ IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
N
MBHA A$Sau5
3415
533C
NFMWX12U
3165
1130
OU 3/4' ATA N HIGH STRENf TH EPDXY, MIR 615- EMBEDMENT) IN CMU. TOP, (U 3(4•
ATR N HIGH STRENGTH EPDXY, MN 6.15' EMBEDMENT) N W FACE, (W" TO BE4M
W5P: (1) 14' J-BOLT WV MINIMUM 6, EMBED. < NOT LESS THAN 4' FROM EDGE OF CONC Wl 3/4' CIA ITW
RAMSETH ZDHEAO P"A BOLT SLEEVE ANCHOR OR rO W) MIN. O' EMBED DEPTH INSTALLED IN THE FACE,
Ld
I''-1
0
WUSC412 (WOOD)
3630
2660 (FLW
NUO4QIF
3060
2530 (FLR)
(10; 16d TO HEADER (10)11 TO WOOD USP: SAME AS SIMF'SCM
32, (ROOF)
3228 (ROOF)
Z
HUC4M ICMW
1010
Do" -
HD40 P
nos
3115
(15) 114' x 2-314' TITEN (9 PER FLANGE) TO CMU. (10) Md TO WOOD: (USP. (W V4' x 3' WS3 SCREWS, (M) od TO WOOD.
=
HUC210-T fCMU>
1610
5oB5
HD210-21F
1905
3116
(IB)1/4' x 2-3/4' TITEN (3 PER FLANGE) TO CMU, (10) Md TO WOOD. (Wsp: (IB) 1/4" x V WS3 SCREWS, 00) 10d TO WOOD
WC2I0-5 (CMU)
18I0
4000
HD210-31F
1305
3115
(18J I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) Od TO WOOD: (USP: (I8) 1/4' x 3' WW SCREWS, (10) loci TO WOOD
LGUM26.2-SD5
1430
5585
NO USP CONVERSION FOR 0111FSO2 LCAITW-2-SDS
(4) 3/8' x 4' TITEN WD ANCHORS (2 PER FLAN(4E) TO CMU, (4) 1/4' X 2 In' ODe SCREWS TO WOOD
HIGH STRENGTH EPDXY - 61MP9cN 5ET ER -TM'. CONTACT THE ARCHITECT/ENGINEER OF NWcORD FOR WRITTEN APPROVAL PRolk TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
. WHERE ANCHOR EMBEDMENT 15 GREATER THAN V' DEEP, THE VERTICAL CELL IN C.M.U. WALL MU5T III PILLED SOLID w/ GROUT.
.. Nod COM NAILS CAN BE SUBSTITUTED WITH loci x 1 In' NAILS N CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL fldOM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
N
44 MINIMUM EMBEDMENT WO THE TOP OF A BONDBEAM WILL BE 5% MNIMUM EMBEDMENT IMO THE FOWDATIIXJ WILL BE 1'
LWI
H
0
ATA - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. YARIEW
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOOATIONB, AND CONDITIONS THAT MAY AFFECT CONNECTORS. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKRYs SURE THAT THE PROPER GgR405104 F'RCTECTILN
18 USED.
WHEN UOING STAINLESS OTEEL CONNECTORS, U1E STAINLESS 6TEEL FASTENERS, WHEN USING ZMAX / HDG rALYANIZED CONNECTORS, USE NOTENERS GALYANIZED PER ASTT I53
USE OF EXPANS104 AKHORS WILL BE EVALUATED ON AN INDNIDUAL BASIS AND MIST HAVE WRITTEN APPROVAL FROM THE ARCHUECT(ENGNEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SMPSON TUOOp CONSTRUCTION CONNECTORS C-20B' , 'HKaH WIND-RESIStANT CONSTR1 ION C-HWD9, AND ANCHORNG 4 FASTENNG ST5TEMS FOR CONCREtE 4 MASONRY CATALOG
C-546.2m1z.
2 x 12
(02 SYP)
IA(P' OSB
(TYP.)
NAIL (3) 12d • 6'-8' OZ.
TYP, 2x12 BM./HDR.
® ENTRY
MINIMUM U)ALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
II TO
8'-C.
UNA.
4'-II IR'
'I' -II IR'
AND UP
NUMBER OP HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
I
2
AT EACH END OP HEADER
3
FRAMING NOTES.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BYTRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U,N.O.ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'4 MIN, FROM 2ND. FLR. LINE
O
J2
J4
Jb
JS
JS
ROOF I''i
..
DIAGONALS FOR BOTTOM
CHORD BRACING a 201_01
n r- MAY
TRM TO 4Xb
POST V MGT 4
HDU4 POST TO
GMU LU/ NTT-4
DIAGONALS FOR BOTTOM
CHORD BRACING ® 201-V
nr MAY
TRUSS TO 4X&
POST UI/ MGT 1
HDU4 POST TO
C MIJ W/ HTT-4
iX4 BTM. CHOPoO BRAGMCs T2'
152G O.C. MAX, SECURED W/ (2) ft
COMMON NAILS o EACH CHORD
INTERSECTION (TYP)
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
111
�smwooammg
BIJ13Drv. & LOT:
OAKLAND LAKE
(IDT 7)
MODEL:
2195
(VERSION#00)
PROJECT*:
2784.000
PAGE:
ROOF
FRAMING
PLAN
ARCHTECT=
STATE OF FLORIDA
/19/17
9CAL&: 1/4"=1'-O" 1
SHEET
6.1or 7
T f i+ c •5�
s
1'
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
IIOV DUPLEX
RECEPTACLE
IFLOOR
®
MOUNTED DUPLEX
RECEPTACLE
j
IIOV SWITCHED
501TCM 14ALF &UITCuED
(�
DUPLEX RECEPTACLE
IIOV GF6 DUPLEX
E�lIF M IV CWIND FAULT
GPI
RECEPTACLE
�lTEe R RESISTANT
220V RECEPTACLE
4 OFE CONNECTION
IIOV DUPLEX
EGU"W VY CWaNP FAULT
bcw;l
RECEPTACLE
RNTEMMER (WTI -ER PROOF)
SWITCH
3
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURIE-
HANGING
�'`�
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
KEYLESS
K
LIGHT FIXTURE-
V.P.
VAPOR PROOF
LIGHT FIXTURE -
PENDANT
®
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXIURE-
FLUORESCENT
-, =r
LIGHT FIXTURE -
UNDER CABINET
LOW VOLTAGE
PANEL
PANEL
METER
SMOKE
MATT. SACK -UP QV NAFOM
SD
DETECTOR
CAF43ON MONOXIDE
Barr. Bgx. P & WA )im
DETECTOR
NTERCMECTED
CEILING DOX REWIRW TO �
®
J-�X
4ARKED FOR
INSPECTION
FLOOD LIGHT
pC
POOR CHIMES
TV
TELEVISION JACK
Q
TELEPHONE
JACK
4
GAS OUTLET
ORIADE
INTmYSTEM BONDING
TERMNAL AT LOW
VOLTAGE CONNECTIONS
PROVIDE 200 AMP, 120n40 VOLT, I PHASE
SECONDARY ELECTRICAL SERVICE. PRO` 10E 9 4/0
COPPER (CU) M 2" CIA 60HQ9ULE W PVC CONDUIT
OR PROVIDE 5 WO ALUIMN.11 CAL) M 2" DIA
SCIEDULE W PVC CONDUIT UNLESS SERVCE 1$
PROVIDED BY THE E-WMC COMPANY.
104 a SERVICE GPdOUND
C.00ROINATE UG1H THE ELECTRIC COMPANY PRIOR
CONNECTED To CONCRETE F7dGA$ED
TO BID.
poam a STEEL
Zoo AMP
ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTESe
A. ALL CONDUCTORS $HALL EE TYPE T4WJtW iN UNLESS
NOTED arwm RUSE.
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN:
2195
LOAD INFORMATION
VA
2195 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.M
C585
(2) 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA.
=
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
47.n
FWT 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 411 40%= 37,831 VA x (4)
15432
TOTAL NET GENERAL LOAD
25,132
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
25J32
NET TOTAL HEAT
MAN
TOTAL LOAD
3r 51$2
CALCULATED LOAD FOR SERVICE
35,582 VA / 240 V= 148.26
200 AMP SERVICE
WP
PATIO
u U ]-Tj _'
GREAT ROOM /
/ CASUAL
DINING
� I
Il
�o \
\
Eo sD CHIMES /
II P
r PTYDR )
1 ,
GFI �
r
P
FOYER.�
FLEX RM. '
0
TO SWITCH
- ` UPSTAIRS
GFI 6
44' AFP.
2—CAR GARAGE
--—————————— — — — — — —
COACH
LIGHT
METER
VERIFY LOC.
FIRBST FLOOR ELECTRICAL PLAI
1-91WFN%12/
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
•,
-ZTJBDIV.
Lo-r-
OAKLAND
..D
2195
,,
7/19/17,
SICLE4 - 1/4"=1'-0„
SK,. ET
7 OF
�•• t u .x
c
ELEGTR�GAL LEGPE�T
SYMBOL DEFINITION NOTES
FIN
0
Q
►Q4
l
Q
110v DUPLEX
RECEPTACLE
II0V FLOOR
MOUNTED DUPLEX
RECEPTACLE
IIOv WITCHED
DUPLEX RECEPTACLE
IIOV GFI DUPLEX
RECEPTACLE
220V RECEPTACLE
110V DUPLEX
RECEPTACLE
SWITCH
3-WAY SWITCH
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE.
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE -
KEYLESS
LIGHT FIXTURE -
VAPOR PROOF
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UNDER CABINET
LOW VOLTAGE
PANEL
PANEL
METER
SMOKE
DETECTOR
CARBON MONOXIDE
DETECTOR
FLOOD LIGHT
DOOR CHIMES
TELEVISION JACK
TELEPHONE
JACK
GAS OUTLET
EM P'PED W 090-riD FAULT
IERJPTER (TA11PER IRRMISTANT
TTPE)
4 U W CONVECTION
WUPPED UV CAW,40 FAULT
NtERPTER NFATHER PROOF)
5aTT. Baca-lP Ulu NAiwDVF -
NTERCONNECTED
BATT. 5AQ41P MV HA19CItRE
NTERxNNEcTED
U=fLNG Box wmfRED TO F
UPPORTTED N ACC4f;VANM W/
BOX MARLED AS SUCH FOR
r. x.1J1Y1.I iJ V11 L' -
I i
I
1
I VP.
1
— — — — — — — — -J
1 1
L---------- - 1
A CARBON MONOXIDE ALARM SHALL
BE INSTALLED IN ACCORDANCE
WITH F.A.C. RULE 9B-3-0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
SLEEPING PURPOSES.
1iiiiiiiiiiiiiiiiiiiiiililill iiiiii�
i PROVII)EC EL x
DETECTO f=L�TgfC SMOKE
SAC)(.RS WiTH CATT1:Sy
Ufs IN ALL SLElipigrj
AREAS AND STAiR L.AkD,140
w•'REl) 30 THAT TH ®F AE ACTIVeTIpN
ANY �TE�0i3 1�fiOVATEALL.
ELECTRICAL f'LAN
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. abd esfgngrou p.com
AA N: 0003325
03
L
OAKLAND LAKE
(LOT 7)
MODEL:
2195
(VERSION#00)
2784.000
PAGE:
ECOND FL00
ELECTRICAL
PLAN
ARCHrrECT-
STATE OF FLORIDA
�Pslw t ?:
DAT$i 7/1-9/17
SCA M.- 1/4"=1'—O"
SKEET
7. lop 7
am=
TEXTURED OEMENllOU5 COATING TEXTURED CEMENTIOUS COATING ! V)' CO4C. SLAG OR
PER (ASTM CW6) (TTrJ PER PAVERS R BLDS SPECS (1) b REBAR VERTICALLY
R-13 INSULATION MIN, l6, PE
!I)'RECAVERTICALLY W/ CONC. !U b Ream VERTICALLY W/ CONIC (1) ISR-5 MS1UAtIONMN REBAR VERTICALLY 5 R
(1) ISR�.AR VERTIGAL.LY W/ COC NPOURED CELL
STUDS W' O.G. MAX STUDS I6' O.C. MAX W/ CON- FLOURED CELL (25' MR LAP)
POURED G€LL (75' MN LAP) POURED CELL (25' MIN LAP) UN- V COPOURED CELL
R-4J UNSUL Mitt V2' GYP. W_ 8D. R-4J NSJL_ MN (2b' MIN LAP) W, GYP. ILL. 50. ! 'MIN LAP) R-4) MBUL. MIN
R-4J INSUL. MIX R-4J NSUL. MN
TEXN� CBMENTIGUS COATING WOOD E ASESTUDS
MR (ASI C lOo) (C418 COATING SECURE
SASE i OAl ING CEI"ENTM C
iFJ(11UIiED CEMENtIOJB COATING TENURED CEMENTIOUS COATING PER (A6TM C92i)
r PER (AbTM 0826) 11l'PJ SECURE STUDS TO ' O PLATE W/ PER (AbM CW6i l7T'PJ 2: P'ER [ABTM C8261 (T7PJ SECURE SP-4 TO ' O PLATE UV COATING PER (A6TIM CW6)
= Q s1MP6oN &'-a . 3:t' oi. MAX (rYP)
J ? S' �S 5T. PLATE TO ELK UV r.9' S' CMU Q S, Q'N w SIMPBLN SP-4 • 31` O.C. MAX (TYPJ
L q ] i SECURE 5i. PLATE TO ELK W/ �'x9' b. O,b w b' OMU
n I%' OYP. UL. OD. ANCHOR DOLT UV 2' WASHER SET IN _w 1/2, GYP. UL W.
d7BTMPSON HKaLI 8TN54GTH EPDXY 6' "° , Irz' GYP. IIL. BD. r ANCHOR BOLT W/ 2' U1481gT! SET M dt g _
,S 0 WOOD BASE ErTlP§O MIN.. ST ENOr, MAX. WOOD 4Z / WOOD BASE SIMPSCN FIKN 6TI�°IGTN EPDXY i' W iv IF IR' GYP. U6. ED.
> 0 EMBED. MIN. a 112' OG MAX WOOD SASE 5D ip
V(2)
WOOD OABE
! N' CONC. REU'N U# 676'L! VI' CONC, REMF. W/ 6'x6' :° - °n ! V)' CCNC, RSIF. W/ •'x6` . e ° WI.4xIN.4 ULF OR F SN iYUAbi11+t ULJ= OR PoBERMEdi ON 9 V2• CONG, W F. UV 6'x6' m ! Vf' CONC, NcMF. UV 6'x6' Z6-M.. POLY ETHYLENE VA OR =W1,44A A UUF OR PoBERIE614 = r ON 6-MIL POLY ETHYL" WA NA ULF OR FIMM1156H ON = UUAAU4 UUF OR FUbE WlESI4 ON � ! PIP OAIrw FEW W 6'6'OAI@Q1ER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE VAPOR EARNER CN 6-MIL POLY ETHYLENE VAPOR 6-MIL POLY ETHYLENE VAPOR 0140 AWFOR CLEAN TERMITE TREATED FILL VAPOR DARKER ON uELL-COMPACTED GLEAN a - BANGER ON '� ' • DARNER ON _ - ON 641E POLY EUALBEUELL-COMPACTED CLEAN Q TERMTE 1REATEp FILL DELL -COMPACTED CLEAN UFLI.-COMPACTED CLEAN — VA'OR DAROWOR VAnR8AMRIEQtIVI' RECESS E TERMITE TREATED FILL L �S • TEm ITE TREATED FILL = 7ERIITE TREATED FILL 1IRL-O"ACTED CtM n OU-0pTAGW CLEM
SAR ON CHAIRS M 0 ,P.C. , 1 I/2' RECESS ' D' 5' p� ' D' 9' tIM111E TWATl:D MI. Yi 1SOM TREATED FU
I N• RECESS in 9' b' 4' I V)' RECESS 6' b' 6' 6' 1 IA' RECESS
(2) b REDAR ON GNs11� 9 V2` CONC rk.AB (2)'b REBAR ON C 4AIriB I b' 1-b' !9) b REDAIG ON CHAIRS ll��
OR PAVERS PER I'-b' '• 2,.0,
BEDS SPECS (!) b IEBAIR ON CHAIRS (!) b P EEAR (3) b POOMR
ON CHAIRS O4 CHAIRS
1—STORY FOOTING 1—STORY FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING LANAI/ENTRY 2—STORY FOOTING
1 W BLOCK WALL 1A W FRAME WALL 1B STEP—UP 1—STORY 2 W/ BLOCK WALL 2 W FRA&C,4LEl SCALE,ME WALL 2C STEP—UP 2—STORY 2D W BLOCK WALL
(1) IS WEAR VERTICALLY
W/ COEIC POURED CELL
(26' MN LAP) !I) b RE5AR VERTICALLY `(U b ICE6AR VERTICALLY
STUDS W' O):. MAX D IR° ®HEAD OF GARAGE W/ CONC. POURED CELL / UV CON-. POURED CELL
b V2• • HEAD OF GARAGE VANES WITH SLOPE a b' O'Ui O W MIN LAP) (29• MN LAP)
VARIES WITH SLOPE SECURE ST. PLATE TO SLAB ELL w
SECURE 5T. PLATE TO SLAB UV;'x6' ANCHOR BOLT UV 2' - Q f b
q W/ kx8' ANGFIOR DOLT W/ 2' WASHER SET IN 611` S £ r
WASHER SET M SI'P°SON HKiI W04 STRE AT14 EPDXY 6' SECURE Et. PLATE TO
MITIENGTN�EP'OXT i' ENDED. EMBED. MN . W' OG MAX '! O CURD HE13HT VARIES ''' E IIAX `" E 81A5 UV I'x8' ANCHOR
Lu_ _ N W U C1JRD HEIGHT VARIES, i8 U CURS F6K+FlT VARIER SEGUE 57. PLATE t0 61MPBON HIG14 811GEE1GTH
Q _LL' WX W/ (D Wal MASONRY' � 6. � SET IN
<W � !2' OG MAX
9 I/U' CO4O. 91lFSF. UV 6" j L °
UAAxU2d WUF OR FIBENIESH ON 9 V2' CONC. REILF. W/ 6`x6' `� ° 9 Id' CONC, REEF. W/ 6'x6° > . >Q4,
a
6-MIL POLY ETHYLENE VAPOR UAAW" OF OR FIMNIESH ON UU, A" U P OR FIBE"514 E . E
DARNER ON WELL -COMPACTED Z E 6-MW. POLY ETI4TLEPlE VAPOR a4 6-11� POLY ETHYLENE e ! V7' CONC, RENF. W/ 6'x6' ® ! 1/2' CONC, 1[£R•F. UV 6'x6•Tn e' CLEAN IEml TE TREATED FILL E SARRER ON DELL -COMPACTED VAPOR BARKER ON _ ° + " °WLHdUTA UUF OR FIBERMEBN =WUxW.4 WUF OR FbER"E8H554CLEAN TERFITIE T1�letED FILL SBL.L-COhI^AGTED CLEAN CN 6-MIL POLY EM1i7LENE ON 6-MIL POET ETHYLE( ! V2' GCMG, REU.F. UV(2)'D REDAR ON CHAIRS U ,,E 4, , TElIIRE TREATED FILL < - VAPOR DANVIER CN VAPOR SAI�fER ON 6'x6'WIAxW.i WLF OR ! I?' CONC. RESR W(
(2) b IGEDAR ON CHAIRS UELL-COMPACTED CLEAN UIELL-COMPACTED CLEAN FIWFMS14 CM 6-MIL 6'x6' WIAxW.4 U F OR
(!) b REBAR ON CHAIRS 1'_0, 3 E T' TERMITE TREATED FILL Z EtHW Ir1E TREATED FILL POLY ETHYLENE VAPOR E FIBENIES4 ON 6-MIL''L in IIM RlER UN
(!) b REBAIt oN CHAIRS :n '6 RESSAR ON GNAIRS 6' UBLL-CC "IPACTED CLEAN A , BARRIER ON
ON VAPOR
r-4' 1!R'1rtE TREATED FILL - UELL-COMPACTED CLEAN
A) b IEDAR ON CkVNI.6 I'=6' TERMTE TREATED FILL
(!)'b REBAR ON CHAIRS
GARAGE STEP—UP GARAGE STEP—UP 1—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING I —STORY FOOTING 2—STONY FOOTING
3 1—STORY L.B.W.,%�-�—STORY L B.W. 4 AT GARAGE 4A AT GARAGE 4 AT GARAGE 5 AT L B.W. (W/ NO —UPLIFT) AT L.B.W.
\JG'1 '•I�-0' -0 SCALE, 10'•r-r 5B SGaI.E I/2'•f-6'
SECURE OT. PLATE TO S,l4LL BEYOND
SECURE SYNOD OLK UV kx6' ANCJdOR WALL BEYOND
TO S IM. PLATE BOLT UV 2' WABFER SET M
W/ SRIPSON SP-4 SMPSON HIGH STRENGTH ff,!/4' RECESS FOR b' VANES b' SEE MANJF. PRODUCT DETAILS
• 32' OC. MAX EPDXY 6' EMBED. MN • PAVERS GA�RAAW DOOR !, !, FOR RE=IRED SIZE AND DEPTH
32' OC MAX OF RECESS FOR SCD. TRACK
i VT OONO. REEF. W 676'
rEltaw
YWY4 UW=ORIOI a° DV2 CONC. REEF. UV 6"x6' �� W
4VARES
Y 648E POLY ENYTEE VAP R <' - a ° FINISH FLOOR
0�f� OiUU IM"I1JU%lAlW PIUL
9 . - ! 01 CONC:. RENF. W/ ,� S CiEAIl1FU'UIE 11d=A1ED F0.L N
° ! 1/)' CONC, fEI F. W 6'x6' • v , ,l'6 °
NV WL441A WUP OR > — WLAALAA UUF OR PIEEMS614 ON q - •°'E8H ON 6-MIL Wip OR r"ERIESW ON
PAVER— 6-MIL POLY ETHYLENE VAPOR �°6B MILUP01_Y ETHYL@NE VA'ORZ E PO.Y EtHYLB VAPOR - BASEDANlIER ON WELL-COFIPAC:TF9 < BMRIER CN UA71-COMIACTED4' S' 4' 54AIRIEM ON CLEAN tElUl"llt£ TREAYED FU1 ! IO' CCNC' RERF. W/ b'xb' DELL -COMPACTED CLEAN O ROAR ON FOOTINUU.6i11A UYF OR FIEER-E811 ON CLEAN TERMITE TRLAtED PoLL4' 6-MIL POLY ETHYLENE VAPOR E 46' PECE86 FOR PAVERS //\\\\//,/Rl'll\,,/�I. TE?REAtEDFILL4'' CNARUS BEYON:n e. �' A \
(2) b REDAR ON CHAIRS (U b REDAR ON CHAIRS VAIRRIM ON WELL -COMPACTED E a
EU4DER P� RS b' CLEAN TERMITE TREATED FILL '^ p-0. C U «5-CONY. m lu ,4 ° e
1—STORY FOOTING GARAGE STEP—UP 11)b�GT1G4A1RS (2)b'-�°N`4A'IVO �(�
UPLIFT NON —BEARING GARAGE DOOR FOOTING THICKEN EDGE PAVER RECESS SHOWER RECESS FOOTER SLAB AT S.G.D.
6 1 7 8 6CiL6 vJ'.T a 9� or." v'.r 10 E 1'°I'�• 11 "
9 ®ENTRY DOOR,
POUIREP LINTEL COAT. (TYPJ
° b' cm FILLED CELL (TYPJ L
•�W'' (U b RESAR SET N 6"P8CN W4W a'
2X WALL FRAMING i STRENGTH EPDXY 6' EM5ED. MN (2) b WEAR • I -STORY
L (!) b REBAR • 2-STORY
!!Ji'Xb' ANCHOR BOLTS W (3JVX6' Ita (11 IS vERr. COWL
MN W EMBEDMENT W 2'X2'XIlb' _° LAPPED W/ DOND 5ENI
WASHER AND ?W SPACED EVENLY PROOYF6IDE RED.AR TO EE
COFITtilO1M /0 b REDAR AT COR'ERB
FLOOR TO BOND tOLE SET M JOINTNC44O ° o W 2b' LAP• MIN. GROUTED BOND SEMI
PRIOR TO FILLING. [SLEEVED ANCHOR M
SOLID POUR ACCIEPTABLE RETROFIT) . ! tW COIC, REPF. W/ 6'x6' . n .. c _ TIE VERTICAL RESAR VARIES PER ELEV.
UL ° a4xMA P OR FIWWTESH ON
`. °. 6-ML POLY ETHYLENE VAPOR To HORIZA.TIO4AL
' iE VERTICAL REDAR
CLEANEARNER GI UE TREATED
'A FILL
+r. REBAR W/ IS• FK)CK t TO HONXATIONAL
EXT. /INT. FRAME WALL TO FILL _
2'-I' MIN. LAP GROUTED BOND BEAM 'S�. • 4 REDAR UV 10' LVJOIf
TYP. RETROFIT FOR TYP. REBAR LAP �ARIEB PER ELEV. VARIES PER ELEV.
12 BLOCK WALL CONNECTION Y
SCALE, OMITTED DOWELS B REBAR LAP AT FOOTING c AT LINTEL CORNERS
�—SCALE, -0 ; '1'�' . :PLO E O GROUTED BOND IDEAM
C °
CAULK AND SEALJA
_1
e
(Ub REBAR VERrICALLY W CONIC, - _.--
POURED C EI I (2b' MIN LAP)
R-4J INSUL MIN.
b' CMU — GAS LINE
1/2' GYP.
WOOD BASE I;' PVG SLEEVE FOR GAS LINE)E IL --
A z ! W, Cow, REEF. UV 6'x6' 0_ CLEANSPEOUT TIO)UIRED _n_ - _
F UA AMA DIP OR PUDERIE814 ON Q e` Cr11U n POR INSPECTION __�_, FORCLEINSPEOUtCTION
TIOJIRED
FOR NBPECTICN
6-MIL POLYETHYLENE VAPOR N E Z
q 0 BARRIER ON DELL -COMPACTED i• L
CLEAN TERMITE TREATED FILL N' DRYWALL
1110. WOOD BASE -FM. FLR J, 0-0' FIN. FLR
a TIE VERTICAL REDAR p.. TIE VERTICAL REDAR
° ° TO HONZATIONAL °° ° a TO HORITATICNAL.
i' PVG CLIME iHR4 POOTU'iG
. a _a; RESAR UV 10' HOCK -a a- RCDAR W/ ID' HOOK
Q
REPAIR
LpC Q
k' , I -Oran• d a
CH CHAM
0 (W%FORM OMCHAnUa d HORIZONTAL/ VERTICAL
HORIZONTAL/ VERTICAL REINFORCING AT
(� REINFORCING BEARING CHANGE
PIPE THRU MONO.
�1—STORY FOOTING
%1t,AS LINE THRU BLOCK
OCALF, 11-11-0
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
`�IIINdIII
SUBDIV. ABe LOT:
OAKLAND LAKE
(LOT 7)
MODEL
2195
(VERSION#00)
PROJECT#:
2784.000
PAGE:
1-STORY
WALL
SECTIONS
& NOTES
ARCHffECT_
STATE OF F -ORIDA
DATE: 7 /19 /17
SCALE: 1/4"=1'—O" 1
SHEET
or 7
'.�ai'• M .L.
,
ROOFINGS BY BUILDER, SEE SHEET ROOFINGS BY BUILDER, SEE SHEET 2x4 BLOCKING BETWEEN TRUSSES ROOFINGS BY BUILDER, SEE SHEET 2x4 BLOCKING BETWEEN TR,188ES
GN, 'TIMBER', NOTES $49, FOR AT FIRST FIVE BAYS 4'-0" O.G.
GN, "TIMBER', NOTES 849, FOR C-A, "TIMBER', NOTES 549, FOR AT FIRST FIVE BAYS 4'-0" O.G.
SHEATHING AND UNDERLAYMENT SHEATHINGS AND UNDERLAYMENT (AT SHEATHINGS SEAMS) SHEATHINGS AND UNDERLAYMENT (AT SHEATHING SEAMS)
REQUIREMENTS REQUIREMENTS REQUIREMENTS
MTL. DRIP EDGE INSTALLED
PRE -FIND WD TRUSS PER FBGR R9052.8.5 StIFFBAGK AT ALL UPRIGHTS MTL. DRIP EDGE INSTALLED STIFFBAGK AT ALL UPRIGHTS
24' o.G. MAX. OVER 4'-10' HIGH (SEE SEALED PER FBGR R905.2,13B OVER 4'-10' HIGH (SEE SEALED
2x6 PT SYP SUB -BAND ENG. FOR SIZE AND CONDITION) 2x6 PT SYP SUB -BAND - ENG. FOR SIZE AND CONDITION)
MTL. DRIP EDGE 'EMBED. STRAP SECURED W/ (3) 12d NAILS SECUREID W/ (3) 12d NAILS
INSTALLED PER FBGR VERIFY W/ TRUSS VINYL/ALUMINUM SOFFIT PRE-ENG WD- TRUSS 24" O.C. VINYL/ALUMINUM SOFFIT - PRE-ENGS WD. TRUSS 24' O.C-
R9052$5 PLAN" TEXTURE CEMENTITIOUSMAX.
ii' TEXTURE GEMENT
COATINGS PER (ASTM C926) OVER OVER
PAPER BACK EXP. METL. LATH COATING PER IASTM G9ab)VER
OO
OVER °� " ZIP SHEATHING SYSTEM PAPER BACK EXP. METL. LATH VI CONT. 2x4 RAT RUN SECURED W/
2X6 PT SYP SUB -BAND SEE ENERGY CODE FOR�"°IS FOR OVER V2' ZIP SHEATHINGS SYSTEM (2) 12d's m EACH TRUSS
SECURED W/ (3) 12d NAILS INSULATION R-VALUES. (INSTALLED PER MANUFACTURERS CONT. 2x4 RAT RUN SECURED W/ (INSTALLED PER MANUFACTURERS SEE ENERGY CODE FORMS FOR
INSTALLATION INSTRUCTIONS) (2) 12d'a is EACH TRUSS INSTALLATION INSTRUCTIONS)
5/$' GYPSUM BOARD OR I/2' 7 INSULATION R-VALUES-
IRE-ENG. GA5LE TRUSS—
VINYL/ALUMINUM SOFFIT HIGH STRENGTH CLG, BOARD PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR 5/$' GYPSUM BOARD OR 1/2
WEEP SCREED PER DETAIL '
WINDOW ATTACHMENT THIS SHEET
INSULATION R-VALUES. WEEP SCREED PER DETAIL HIGH STRENGTH CLG. BOARD
GONG. FILLED LINTEL THIS SHEET
AS PER MANUFACTURES 5/$° GYPSUM BOARD OR I/2" 2x4 ®24° O.G. a INTERIOR KNEE
BLK. WJ (1) 95 REBAR SPECIFICATIONS HIGH STRENGTH CLG. BOARD 2X6 P.T. SECURED t0 WALL
CONTINUOUS 2X6 P.T. SECURED to
MASONRY w/ I/2'x9' A.B. w/ 2' MASONRY w/ ' AZ. w/ 2°
PRE -CAST CONC. SILL OR 1X2 FIRE -STOP DIA. WASHERS, 1' MIN. IX2 FIRE -STOP
POURED IN PLACE W/ (1) 05 DIA. WASHERS,'1' MIN. EM5EDMENT WITHIN 8' OF EA. SEE ENE�SY CODE FORMS FOR
BAR HORIZ TYP. EMEIEDMENT WITHIN 8' OF EA. SEE ENERGY CODE FORMS FOR
END, 32' O.C. MAX IN FIELD. INSULATION R-VALUES. END, 32' O.G. MAX IN FIELD. INSULATION R-V
(1) S REBAR VERTICALLY W/ WINDOW ATTACHMENT AS PER WINDOW ATTACHMMENTF-NT
AS PER
GONG. POURED CELL (25' MIN CONC. FILLED LINTEL MANUFACTURES SPECIFICATIONS BONG. FILLED LINTEL MANUFACTURES SPECIFICATIONS
LAP) BLK. W/ li) °°5 REBAR BLK. W/ (1) SREBAR PRE -CAST GONG. SILL OR
5/$' THICK 3 COAT r:IX2 P.T. FURRING CONTINUOUS PRE -CAST GONG. SILL OR CONTINUOUS POURED IN PLACE W/ (1) a
PORTLAND CEMENT STRIPS as 24' O.C. POURED N PLACE W/ (l) 95 PRECAST LINTEL BAR HORIZ TYP.
PLASTER APPLIED PRECAST LINTEL BAR HORIZ TYP. Ix2 P.T. FURRING
DIRECTLY TO MASONRY 1/2' GYP. WL. BD. 5/$' THICK, 3 COAT PORTLAND I4 P.T. FURRING 5/$' THICK 3 COAT PORTLAND� STRIPS 0 24' O.C.
DEMENT PLASTER APPLIED STRIPS w 24' O.C. CEMENT PLASTER APPLIED 1I2' CSYP, WL. BD.
$' GMU z p WOOD BASE DIRECTLY TO MASONRY 1/2, GYP. WL. BD. DIRECTLY TO MASONRY
P (1) S REBAR VERTICALLY WJ WOOD BASE Ill "5 R CURE VERTICALLY WJ Q WOOD BASE
.4 MIN 7�
GONG. POURED CELL (25' MIN Z GONG. POUND BELL (2 LAP) —
LAP)
1—STORY V CMu `� o $' cMU
BLOCK WALL NOTE. ROOF UNDERLAYMENT SHALL
SCALE: 3/4 1'—,�" a• BE FURNISHED AND INSTAL -LED PER
F—POR RW5.2.1, 2014 (5TH ED.)
(ASTM ccJzOVER IPAPER COATING
EXPPMETL. I— STORY GABLE I —STORY GABLE ----
LASH OVER APPROVED PLASTIC HOUSE WRAP, BLOCK WALL W� VAULT CLG.
OVER 1116' O.5.B, SHEATHING OR �, GDX PLYLU00D
SCALE: 3f4° a r -m" 3 BLOCK WALL �— WOOD
PLASTID OR METAL SHEATHING
WEEP SCREED FLASHING SCALE: 3f4'=1'-®'
a WRB LAYER •I,
MEMBRANE STRIP COVERING WOOD STUCCO WRAP
FRAME/MASONRY INTERSECTION UNDER •X WRB LAYER 02,
EXPANSION JOINT PROTEGTO WRAP 5T-20XL 5UILDIIBER
BUILDING PAPER
V WIDE TO EXTEND 2' �BaELgO�W THE GMU (2) 2XI2
P SCREED BEAM ,� METAL LATH
g�WEE SCALE: 3 ° = I ° -®° OUT TEAM �0XED�- STRUCTURAL FASTEN TO OD
TO SIZE_ OF MEMBER ® 1"
® 2X4, ® 2 X 4: ® 2 X 4: ® GMU WALL O.G. MAX
SECURE TO BLOCK 'NOTE. SECURE TO BLOCK NOTE+ SECU TO BLOCK NOTE• BEAM TO
W/3/16' TAPCONS OR DRIVE W/3/16° TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/I/4' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 BLOCK '`"'1/$' TEXTURED
STRUCTURAL 2X MUST BE ON OUTSIDE 4
PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE." SECURED THROUGH NON-STRUCTURAL. PIN (MIN SHANK SIRE.148 SECURED THROUGH NON-STRUCTURAL CONNECTION FINISH � WOOD
SECURED TWROUGF/ NON. S -) WITH
MEMBER (I X OR T/I6 OSUBJ WITH ° ,
MIN HEAD SIZE 300 MN HEAD SIZE 300 MEMBER !I°X OR 7/16' OUiU3.) WITH MIN HEAD SIZE 300 " ,
MEMBER (I'X OR TlI6' O$U9J WITH 3/I6' TAFV4N MIN. 1-1/4' EMBEDMENT MIN EMDEDMIEhiT 1 1/4') 1/4' TAPCON MIN. 1-1/4•' EMBEDMENT SEE FRAMING M TYPE
IX4 P.T. OR 5/4' X 4" MIN. MIN EMBEDMENT I I/4°) 3/I6' TAPCON MIN. 1-1/4' EMBEDMENT MIN EMBEDMENT I I/4') _ i
WITHIN $" OF EACH END ! INTO BLOCK WITHIN 8' OF EAG4 END 4 INTO BLOCK WITHIN 8 OP EACH END 4 INTO BLOCK PLANS FOR ..., , CONTROL JOINT
SECURE tHUR FRAI 1E AND 18' O.C. MAX- SPACING.
EXTEND I-I/4" INTO BLOCK 8' O.C. MAX. 9PACNG. Is, OC. MAX SPACING DETAILS /
W/3/16' TAPCONS OR DRIVE 2 X 6: ® 2 X 6: ® 2 X 6: + -,� / L6A7STRIP
J
PIN (MIN SHANK SIZE." SECURE TO BLOCK SECURE TO BL(7C.K
MIN HEAD SIZE .30f1 SECURE TO BLOCK Wl2-3/I6° TAPCONS OR DRIVE W2-I!4° TAP�IS OR DRIVE 6' WIDE STRIP
1/2 DRYWALL Wa-3/16' TAPCONS OR DRIVE
MIN EMBEDMENT 1 1/4°) PIN (MIN SHANK SIMJ49 PIN (MIN SHANK SIZE.145 SELF ADHESIVE
R'% I"Xd° OR I'XZ' P.T. NAILER PIN (MIN SHANK SIZE.145 NOTE: MN HEAD SIZE 300
WITHIN S' EACH END • MIN HEAD SIZE 300 MIN HEAD SIZE -400 SWIM AS NEEDED FLASHING, CLEAN
18' O.G. MAX. SPACING MIN EMBEDMENT 1 1/41) TO PLUMB JAMB MIN EMBEDMENT 1 1/4) MASONRY BEFORE
DOOR CASING MIN EMBEDMENT I V4) WITHIN S" OF EACH END 4 DO NOT EXCEED 1/4'. WITHIN 8' OF EACH END 4
WITHIN 8' OF EACH END : 10" O.G. MAX. SPACING- 181 O.C. MAX. SPACING.
DOOR JAMB NOTE: IS' O.C. MAX SPACING. PP Y
SHIM AS NEEDED 2 X e: ® TEXTURED
ATTACH TO 2 X TO PLUMB JAMB 2 X 8: CER= SECURE TO BLOCK 2 X 8- � FINISH er MASONRY
PER MANUFACTURE'S DETAILS. DO NOT EXEEED 1/4'. W12-3116' TAPCONS OR DRIVE /2' DRYWALL SECURE TO BLOCK
W/2 3/66' TAIPBCONS OR DRIVE 1/1' DRYWALL PIN (MIN SHANK SI�I41a 8" GP1L6 I'X4' OR PX2' P.T. NAILER W/2-1/4' TAPCONS OR DRIVE --1/2' DRYWALL $' CMU
DOOR JAMB TO BLOCK +3/4 OR +5/4 PIN (MIN SHANK SIZEU45 R' CMU 'X4' OR !'X2' P.T. NAILER MIN HEAD SIZE 300 — PIN (MIN 844ANK SIZE.14.5 8'---I'X4' OR I'X2' P.T. NAILER
MIN HEAD SIZE 300 T/16'05U5 X (4' MIN) MIN EMBEDMENT 1 1/4') DOOR CASING MIN HEAD SIZE 300 O.S.B. X (4" MIN.) BEAM
g
A WINDOW TO BLOCK +3 4 DR +5 4 MIN EMBEDMENT 1 1/4') DOOR CASING WITHIN 8" OF EACH END 4 MIN EMBEDMENT'OFEAH I IJe4') B L' AM TO C M �J
° WITHIN 8' OF EACH END t / 18 OC. MAX SPACING WITHIN 8' OF EACH END 4
SCALE: I •I'-0 18" O,C.MAX_ SPACNG / �NALI. � CONTROL
J DOOR J,�'IB 18 O.G. MAX. 6PACING. '---DOC%R
NOTE: ATTACH TO 2 X
DOOR JAMB SHIM AS NEEDED PER MAN9FACTURE'S DETAILS. DOOR JAMB
2 X 4: ® ATTACH TO 2 X TO PLUMB JAMB SHIM AS NEEDED
SECURE TO BLOCK PER MANUPACTURE'S DETAILS. DO NOT EXEEED 1/4'• „ PER MANUFACTURE'S DETAILS. t0 PLUMB JAMB q )_21L
L1TA�L
W/3/I6" TAPCONS OR DRIVE„ DOOR JAMB TO BLOCK +3 DO NOT EXEEED 1/4PIN (MIN SWANK SIZE.145 DOOR JAMB TO BLOCK +1-15 16 WINDOW TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16E: N.T.5. CPL,AN VIEW)
MIN HEAD SIZE 300 WINDOW TOBLOC CC
MIN EMBEDMENT 11/4") 1 ®K� +1-15% 6" E SCALE: I°.I'-0° WINDOW TO BLOCK +3--7i16
WITHIN 8 OF EACH END 4 SCALE: I°•1'-0° —
18' O.C,. MAX. SPACING. — 2X$ b I6'
2 X 4: ® -NOTE- 2 X b: I� SECURE TO BLOCK STRUCTURAL 2X MUST BE ON OUTSIDE 4 2 X 4: ® 2-2 X 4: f�+ C?J:. MAX
SECURE TO BLOCK W/3/I6' TAPCONS OR DRIVE SECURED THROUGH NON-STRUCTURAL SECURE TO BLOCK SECURE TO BLOCK
W12-3116" TAPCONS OR DRIVE W13A6" TAPCONS OR DRIVE W/1/4' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE i /� — FURR OUT WALL
PIN (MIN SHANK SIZEJ45 PIN (MIN SHANK SI2E.14b MEMBER ll°X OR I T1-1/ 1 EMBEDMENT
WITH PIN (MIN SHAW, SIZE.145 PN (MIN SHANK SIZEJ45 SECURED THROUGH NON-STRUCTURAL
MIN HEAD SIZE 300 3J16' TAPCON MIN I-I!4' EMBEDMENT MIN HEAD SIZE 300 MIN HEAD SIZE 300 MEMBER (I'X OR 1/I6' O.S.B.) WITH AS REQUIRED TO
MIN HEAD SIZE .300 INTO BLOCK
MN EMBEDMENT 1 I/4°) MIN EMBEDMENT I I/49 MIN EMBEDMENT I I!41) 1/4' TAF MM. I-9/4' EMBEDMENT ALIGN WITH FURRING:
MIN EMBEDMENT 1 1/49 WITHIN 8° OF EACH END 4
WITHIN 8' OF EACH END 4 18' O.G. MAX. SPACING WITHIN 8 MAX.AG4 END WITHIN 8 OF EACH END • INTO BLOCK 1!2' COX OR 'i/16'
IW OC. MAX. SPACING-SB SECURE TO BELOW
18° O.G. MAX. SPADING. 18' O.C. MAX. SPACING.
2 x 6: ® 2 X 6: ® 2-2 X 6-.12CI WALL PER FASTENER f— I/2' A.B W/ MIN.
SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK. SCHEDULE ON SHEET `I" EMBEDMENT
2X0, W/2-3/!6" TAPCONS OR DRIVE W/2-3/461 TAPCONS OR DRIVE W12-1/4' TAPCONS OR DRIVE
SECURE TO BLOCK 1/2' DRYWALL PIN (MIN SHANK 5IZE.145 PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 D3 2' DIA. WASHER
W/2-3/16' TAPCONS OR DRIVE 8° cMU I"X4' OR I'X2" P.T.NOS: 32' NAILER NO32' O.C. MAX
PIN (MN SHANK 614E145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 SHIM AS NEEDED MIN HEAD SIZE 300
MN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 I/4') TO PLUMB JAMB MIN EMBEDMENT 1 1/411
MIN HEAD SIRE 300 DOOR CASING WITHIN V OF EACH END 4 WITHN 8' OF EACH END 4 DO NOT EXCEED I/4", WITHIN 8" OP EACH END 4 — 2X$ PT.
MIN EMBEDMENT 1 1/4'1 IS' OC. MAX SPACING 18" O.C. MAX SPACING. IS' Q.G. MAX SPACING BOTTOM
WITHIN 8' OF EACH END < NOTE:6141M AS NEEDED 2 X 8: PLATE
11
18° OC, MAX SPACING DOOR JAMB TO PLUMB JAMB 2 X 8: =E<l SECURE TO BLOCK
ATTAC4 TO 2 X DO NOT EXEEED 1/4'. SECURE TO BLOCK W/2-3/I6' TAPCONS OR DRIVE Ill" DRYWALL 2SECLM TO BLOCK -2 X 8:
PER MANUFACTWE'S DETAILS. W/2-3/16' TAPC.ONS OR DRIVE 1/2' DRYWALL PIN (MIN SHANK SIZE.145 8' cm 1'X4' OR I°X2' P.T. NAILER Wn-1/4° TAPCONS OR DRIVER, GMU - 112' DRYWALL
PIN (MIN SHANK SIZE-145 8 '— "X4' OR I'X2° P.T. NAILER MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.i45 I'X4° OR I°X2" P.T. NAILER
DOOR JAMB TO BLOCK +1-1/2„ MIN HEAD SIZE 300 'PT. X (4' MIN.) MIN EMBEDMENT 1 1/49 PT. x (41 MIN.)
DOOR CASING MIN HEAD SIZE 300
WINDOW TO BLOCK +1-1 2" MN EMBEDMENT 1 I/41) DOOR CASING WITHIN V OP EACH END < MIN EMBEDMENT 1 1/41)
WITHIN R OP EACH END < 18' O.G. MAX SPACING, WITHIN 8' OF EACH E:ND 4—
B SCALE: P.I°-O' 10' O.G. MAX. SPACING7OOR CASING
NOTE: DOOR JAMB IS O.C.OMAX. SPACING.
SHIM AS NEEDED 2ND 2x SECURE TO STRUCTUAL MEMBER NOTE:ATTWOOD FRAME
DOOR JAMB TO PLUMB JAMB W/ (2) 12d WITHIN 8' OF EACH END 4 ATTACH TO 2 X DOORJAMB SHIM AS NEEDED
77'' PER MANUFACTURE'S
TO 2 X PER MANUFACTURE S DETAILS.
DOOR AND Wl N D O PER MANUFAG RIIE'S DETAILS. DO NOT EXCEED I/4'. 6" TO 8' OC MAX ATTACH TO 2 X D PLUMB JAMB
PER MANUFAGTU'S DETAILS. DO NOT EXCEED 184'. WALL TO
ATTACHMENTS DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 (�)BLOCK WALL
D WINDOW TO BLOCK° +2 1 4 SCALE: r.r-0'
SCALE: 3f$ -1 -0 SCALE: I.I-® SCALE: r.r-®' SCALE: 3/4"=1'-0'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
zu33Drv.•
OAKLAND LAKE
PAGE:
SECTIONS/
DETAILS
/ 19/1'7
SC :1/4"=1'-0"'
•NOTE: NAILSWEATI-IING TO ALL 2X A5
PER EXT. ,5WEATWING NAILING, 636 4" O.G. MAX 0 EDrzE5
t &"-V
O.G. MAX IN THE FIELD
2x4 COLLAR TIE AT EVERY OTHER _ -2x
�� RIDGE OINE SIZE
RAFTER W/ MN. (3) 12d NAILS OR �"" LARGER THAN RAKER
MIN. (4) 10d GUN NAILS SIZE MIN. l3) 12d NAILS OR
0 11i5 UPLIFT ° 1 UPLIFT
SECURE
2x6
MIN. TO BLK W/ (2)J9X8" A -BOLTS 4" EMBEDMENT
MIN.
2x RAFTERS MIN. (4) 10d GUN NAILS
•
SIMPSO1 1 HTSh120 (2) SIMPSOM 14TSM20
W/ 20X2"XI6
WASHER AND NUT SPACED EVENLY FROM FLOOR
TO
f� RAFTER TO TRUSS MTS-12
W/10 10d TO MSTA1 LED ON ®P�POSIiE
GARAGE
DOOR H IN JOINTS PRIOR TO FILL[
„/
TO TRUSSES GATE VOID FOR
DBL. TOP PLATE
AND (4)1/4' x 2 If4 FACES OF BLOCK WALL
0 =
NO NAILER SECURE
BELOW WJ (2) 12d NAILS OR (3) STRAP PENETRATION
2x4 I6° OC. MAX.
TAPC0NB TO CONT W/10 10d TO TRUSS
ION GUN NAILS • EA. rRUes
SECURE 2x4 TO
PARED LINTEL AND (4) 1/4' x 2 1/4'
0
0
0
WOOD W/2-12d • 6"-81
TAPCONS TO COdT
__
O.C. STAGGERED
POURED LINTEL
T_--
I -ENG TRUSS
SECURE 2X4 W/ 2-%'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
J45 MIN. HEAD SIZE
CONTINUOUS
BOND BEAM
IJ
ROOF DECK[ NG OVER �� �—AL%�R+IATE CONNECTION
.300 MIN.
PRE-ENG TRUSSES META-24 RAFTER TO $LK'G
'I�JS8E8
EMBEDMENT I Yd WON' h
=�RGi IWs��
PRMae BETWEEN
SS JI CONVFRAMED ROOF .
8' EA END NOT TO
T SCALE: I/3°•1°-0"
EXCEED i8° 00.
MAX
m
SECURE 2x4 ON
19
_
2X4 SOLID/IIIPLATE
FLAT TOBLK
MBAR IN
BLOCKING SECURE 1/2' CDX
W/ CUT NAILS.
SIDES:
TO SHEATHING WITH
MIN. 2-12d PER BLK.
TAP CONS
2X6 GARAGE DOOR BUCK W/ (5)
S GROUERT,TED
SOLID GROUTED CELL CORNER
P�-ENCsINEERED
EA END
MIN. 2' COVER
2' APART
NXS° A -BOLTS 4" EMBEDMENT MIN.
W/ VXV>4 WASHER AND NUT
5/8" THICK 3 COAT CEMENT SEA-�T 4
TRUSS ��
XTERIQR ARCHWAY
O
L
PLASTER APPLIED R ROD
EVENLY ROM TO
DIRECTLY TO MASONRY
zX4 DBL. TOP PLATE
•
SCALE: IR .I -0'
TRUSS ANCHOR
GARAGE DOOR HDBFACED
JOIN
8' CMU SEES L
PRIOR TO FILLING.
FOR REI T
RETRQFIT
I-2X6 PT BLOCK • CENTER OF
A
2x6 P.T. LLp ATTACHED 70
MTS-12
N.TS.
DOOR HEADER W/(V VX8° J-BOLTS
FILL CELL PER
L11
4' EMBEDMENT W/ 2'X2'xJ6' WASHER
AND NUT.
°' �' PRODUCT APPRovAL Fsa
FROM MIAMI-DADE COUNTY
,.
WEATHER STRIP MOJLDiNCs
ALL AROUND COY DOOR
FASTS E - HEE:)UL_F_ NAIL REQUIREMENTS
&41_V.STEEL TRO<DRACXETS, MA .)
ROOF DIAPHRAGM
SIZE
I HEAD - —
-LENGTH_.DIA
_.TENSILE
STR
/'^y l.'a'd-ii'GEIu n 1Juvn
BUCK ATTACHMENT
REFER TO GARAGE UcJVK
mANuP. FOR ATTACHMENT
e
1/16' 09.5. V
USE il16' O.S.B. OR I/2° GDX PLYWOOD (SHINGLE), 5!8" CDk PLYWOOD (TILE)
....-.. -- �..._ .... .. ..� �.� .�..� .. ..,. .. .�.a ....., ��............�. ...umi a �n wue-.
ft
ROUND,MODiFIED
OR T - _-_
2 3/8'
-
.113
-
Pi®,0m0
- — _
; v EJ1AI C. 1/9b1�_Al:
METHODS TO 2x66 PT GARAC�
n wl~m
,�\`_ sr..e�. r5wv�e
�-
�.--i—itf—
WI Ihf % RIIVV OFfY1VM1 %; NAILa AI 4 OZ,. Ai vu(T wmi EO :-'- L c�P+w - - N1.- y ®®r,-. .
00 RING SHANK GUN NAILS AT 6' O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. GALV STEEL VERTICAL------ P MiN, L BY OTHERS 2X4 STUDS
Roor SHEATHING TO GABLE END FRAME USE e8 GUN NAILS • 4' O.C. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. TRACK 15Y MALF. FASTENED SLIDE ,
EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W! IN 4' OF GABLE END. STAPLE, NAIL 4 TOOL ASSOCIATION PER MANIA. REQUIERMENTS ROOM GARAGE DQQR JAMBS LA. I6 OC.
EXTERIOR SHEATHING I. 0.113 NGH NOMINAL SHANK DIAMETER SCALE: I/2'•I'-®" PLATE
USE 1/2, CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' OG. AT 2. RING DIAMETER OF 0IDI2 OVER SHANK DIAMETER MTS-12
PANEL SIDES AND 08 RING SHANK GUN NAILS 4° O.C.TOP 4 BOTTOM 3. 16 TO 20 RINGS PER INCH
PANEL AND IS RING SHANK N NAILS AT ' O.G. AT 4. 0280 INCH FULL ROUND HEAD DIAMETER P -ENG TRUSSES OR TEXT. FINISH
GU6
GONV.
INTERMEDIATE SUPPORTS. SEE DETAIL. 5. 2 INCH NAIL LENGTH �' CDX PLYWOOD ®RAFTERS
NOTE- RING SHANK GUN NAILS SHALL BE P EWITTED AS AN — Pik-ENC: NEE p TA-16
ACCEPTABLE FASTENER FROM ANY MANUFACTURER. W-V OPENING 2x DOUBLE TOP PLATE " CMUI WALL
STUDS • 16"
NOTE: TYR EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL ° 2X4 BT. PLATE
GRADE) CONNECTORS FROM STUD TO PLATE ARE °4 MTS-12 • EACH STUD
NOT REQUIRED EXCEPT 0OPEP11NG8 PRECAST LINTEL a 2x4 BLOCKING UNDER KNEEWALL DET)?dIL � ENTRY
a O.S.B. SHEATHING OR �" WALL STUDS SCU 8 SCALE: 1/2'-1,0 BETWEEN TRUSS BAYS
�e RmG��aKor�rorNl ���scxes • Oc.1� IL a ° GDX PLYWOOD. W/ C3) 12d'e EACH END _
ATTACHED PER FASTENER
° SCHEDULE ON SHEET D2
DORMER
TO SECURE r0 FRAMING, ry ATTACHMENT
�48 RING SHANK GUN NAILS NEED MIN 1 1/2", LESS THAN
• 6' O.G. IN FIELD ° 1 1/2', WINDOW MUST BE
x
4 SECURED TO BLOCK
J "� 0 1/16' OS$. "ATI4145 OR Ird!' CDX
i ° PLYWOOD TO SLCC K
2x4 BLOCKS
TOP CORD BLOCKING At 4' v ( \ 2X PRIOR SIUDS . 2X4 flV (4)16D NAILS • TOP OF
O C. N FIRST 2 FRAMING SECURE 2x r0 BLOCK lU/ (2) BOttoM FLOOR �tE OF 20 ROM NQ ROOF CONDITIONS
SPACES MAX.. I EACH END. m TYP. EXT. SHEATHING ATTACHMENT FOR ROOF J'x3' TAPCONS OR DRIVE PIN
/�I MAY VARY
SHEATHING (OA.B. TO BE STRUCTURAL GRADE) (MIN SHANK SIZE .145)
RAFTER OR TRJS 33
ROOF SHEATHING 3 z (MIN EMBED. 1 C * SNEg AT MUST NOT G 101 O.SB S 11100D G OR
w Z WITHIN 8' OF EACH END AND Bf�A4C A7 ,)dMT OF
IR' CDX 1'LTUbOp OVER
F
• � � ° . 18' O.G. MAX SPAGNG. UL41.L AND MIERSECTt�x � � Q � �--
p ® a ROOF DECKIN& SECOND FIN. FLi2 PRE-EFKtANEERED ROOF
TES
Q p J • 08 2' DECK SOWS • 6"-8' CI'R1 WALL ° r—CONCRM FILLED LN15L
1P O.C. MAX • EDGES 4 12' OID. a ° ° a BLOCK (BCND CAM)
MAX IN FIELD. UNTHREADED
t SHANK TO EXTEND BEYONDa a a a TOP OF WALL
0 THICIQNESS OF SUB -FLOOR ° a ° °
BUILDING LENGTH i SHEATHING
° ° ° FLOOR TRUSSES _WWN 2X6 UV (6)161) NAILS • TOP
OF FLOOR TRUN
� e
ROOF SN 4ti-41NC 4YOUT ° a E3EAR1RKscgdDlrlaa 51M16FOR WALL SOFFIT
(PER FLAW) 64FATWM NAILER) (5HCOW FOR
AND ENE)WALL 5RAGING ROOF TO SECOND TY C&FfeCABTLINREI I 1 )
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO FLOOR WALL DETAIL
FOR GABLE ENQ ERAMING ALL EXPOSED MEMBERS �F1 ARCH WINDOW FRAME �{
SCALE: 3/4' • I'-0' 8 SCALE: 1/2' • I'-0"
2X4 DBL. TOP SP4.32' O:C. MAX —2X4 DBL. TOP 2X4 TOP PLATE PRE-ENG TRUSSES W! TRUSS
FRAM
PLATE TOP 4 BOTT PLATE 1/2' GLG. M50AW FRAMINGTPLAN VERIFY W/ I "— FRAMING TRUSSES W/ TRUSS
GONN.F_CTOR VERIFY W/
FRAMING PLAN
--DOUBLE TOP PLATE DOUBLE TOP PLATE
it ---CRIPPLE STUDS • 16' O.C. CRIPPLE STUDS • IVO.C.
PRE-FAB MAX MAX
7PRE-1 AB P -FOB V2' CLG. BOARD
TRUE 1!2° GLCz BOARD TRUSS tf�J58 S HEADER SIZE PER SIMPSCNV LSTA-12 • EA. JACK HEADER SIZE PER SIMPSON LSTA-12 • EA JACK
I!t° GLG BARD CONT. METAL o SPAN CHART. OPENING.
SIDES OF SPAN CHARM'. STUD, BOTH SIDES OF
P WOOD in, DRYWALL TRACKS, TOP 4
2X4 SY
STUDS OTC, BOTTOM 2x STUDS • 16' O-C. MAX W/ 2x STUDS • Irv' O.G. MAX W/
UNO. SHEATHING. SHEATHING TO BE SHEATHING. SHEATHING TO BE
I/2' DRYWALL I/2' DRYWALL DOOR WITHIN I' OF WINDOW/ DOOR DOOR/ WITHIN j' OF WINDOW/ DOOR
2X4 SYP WOOD 2X4 GGTIT. STRESS OPENING OPENING AND SECURE PER WINDOW OPENING AND SECURE PER
x4 CaNt. NAILING SCHEDULE OPENING NAILING SCHEDULE
St1E55 STUDS air OG, BLOCKING
BLOCKING UNO. 39 MID -WALL 2X4 WOOD STUDS CHANNEL SWAPPED, KING STUDS (SEE HEADER KING STUDS (SEE HEADER
MID -WALL •24" OG. STUDS 24' O.G. W/ LAYER SPAN CHART FOR DETAILS SPAN CHART FOR DETAILS
SECURE BT. PLATE TO OF 1/2, TYPE GYPSUM AND SPECIFICATION) AND SPECIFICATION)
SECURE BT. PLATE I/2'X9' AU3. SLAB W/ 10d MASONRY WALLBOARD ATTACHED
TO SLAB W/ 10d 32' OC. 1' NAIL o 32' OZ. MAX r0 EACH SIDE • 12' OC. JACKS (SEE HEADER SPAN JACKS (SEE HEADER SPAN
MASONRY NAIL ' 32' I/2" DRYWALL EMBEDMENT CHART FOR DETAILS AND CHART FOR DETAILS AND
O.C. MAX SECURE BT. PLATE TO SPECIFICATION) SPECIFICATION)
2X4 PT. PLATE SLAB W/ 104dx1' MN. JArK STUD ASSEMBLY TO BE JACK STUD ASSEMBLY TO BE
SEE FOUNDATION MASONRY NAIL W/ SECURED ONE PLY • A TIME, SECURED ONE PLY ® A TIME.
CONC. SLAB FOR DETAILS CONC. SLAB WASHER • 32' OID. MAX USE 12d NAILS, TWO WITHIN 6' USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE FROM EACH END 4 NO MORE
CONC. B SLATHAN 12' O.C. STAGGERED THAN 12' O.C. STAGGERED
o a o G. SLAB i/2'x9° AB. MIN. ' O BOTTOM FLA ES OP AND
FULL
SEE FOUNDATION
° NOTE: EMBEDMENt1I 8' FROM EACH LENGTH STUD, BOTH SIDES
FOR DETAILS SP4032' O.C. MAX STUD GAUGE IS HEIGHT SPECIFIC, END 4 32° O.C. MAX.
CONSULT W/ MANUFACTURER ON STUp SP4 OR H5 • TOP AND SHEATHING
ATHINGCs
HEIGHT LIMITS. BOTTOM PLATES • EA FULL SHEATHING 70 LAP
BOTTOMBOTTOMOF PRE-ENG1D
1—STORY LENGTH STUD, BOTH SIDES TRUSS IEELOW- SHEATHING
1—STORY 1—STORY 1—STORY TYP. INT. WALL
INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL ` aSLAING-k MUST NOT BREAK r-4' MIN
METAL STUDS TYP. EXTERIOR LINE oOf SLAB TYP. EXTERIOR WINDOW/ FROM 2ND PLR. LINE"
{NO UPLIFT) Q (W/ UPLIFT) ryD {NON—BRG,} n�+ NON—BRG. 10 DOOR OPENING WD FRAMED 1� DOOR OPENING WD FRAMED
9 SCALE: i!2°•I' SCALE: 1/2'.I' e717 SCALE: I/2°.I'-®' c�ii SCALE: If2'•I'-®° SCALE: V2°wl'-0° SCALE: I/1 -0'
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
c
gU33331V.•
4LAKE
1
MODET :
2195
(VERSION#00)
PROJECT*:
2784.000
PAGE:
SECTIONS/
DETAILS
taml�uoMONW—fl&LI
/is/17
SCAI*: 1/4"=1'—O" 1
3 or
Y �
f-v
G
ROOFING BY BUILDER SEE
SHEET GN, 'TIMBER', NOTES
82S, FOR SHEATHING AND
UNDERLAYMENT
REQUIREMENTS
PRE-ENG WD. TRUSS 24'
O.G. MAX.
MTL. DRIP EDGE —
INSTALLED PER FBGR
R905.2BB
2X6 SPF SUB -BAND
SECURED W1(3) I2d NAILS
VINYL/ALUMINUM SOFFIT
TEXTURE CEMENTITIOUS
COATING PER (A5TM C926)
OVER PAPER BACK EXP.
METL. LATH OVER 1/2' ZIP
SHEATHING SYSTEM (INSTALLED
PER MANUFACTURERS
INSTALLATION INSTRUGTIONS)-
16d NAILS o 8' O.C.
MAX
2x4 BRACE a 48' O.G. w/ (5)
I2d NAILS a EA END
DETAIL IA
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
MASONRY
-TWIST STRAP PER TRUSS PLAN
• OF STRAP 15 MOUNTED TO THE
INSIDE FACE OF STUD WALL, AN
SP2 MUST BE INSTALLED a EA
STUD TO THE OUTSIDE FACE,
ALONG THE ENTIRE LENGTH OF
EXTERIOR WALL)
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES.
5/8' GYPSUM BOARD OR 1/2' HIGH
is STRENGTH CLG. BOARD
1
7 DOUBLE TOP PLATE
TYP. O.H. WINDOW HEADER SIZE VARIES PER
WINDOW OPENING SEE HEADER
SPAN CHART FOR DETAILS
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
WINDOW SILL
2x6 STUDS a Ib' O.C. MAX W/ R-11
GATT. INSUL. MIN.
' T t G SUBFLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
2x4 BLOCKING a EA.
BRACE. TOENAIL INTO
TRUSS W1(4) 16d
NAILS a EA. END
8d RING SHANK
NAILS a 4' O.C..
MAX INTO
BLOCKING
- PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
1' GYPSUM BOARD OR �' HIGH
STRENGTH CLG. BOARD
IX2 NAILER/DRAFT STOP
CONC. FILLED LINTEL BLK W1 (I) #5
REBAR CONTINUOUS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES.
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
// PRE -CAST CONCRETE BILL
(U *5 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING
STRIPS a 24'O.C.
w 6, GMU
1/2' GYP. WL. BD.
WOOD BASE
a
d
a
1
a
p
9.
� O d a
r •
1 2—STORY WALL SECTION
SCALE: 3t4"=1'-®' !FLOOR SYSTEM PARALLEL
To EXT. WALL CONNECTION)
TEXTURE CE'MENTITIOUS
COATING PER (ASTM
c92ro) OVER PAPER /
BACK EXP. METL. LATH
OVER APPROVED
PLASTIC HOUSE WRAP,
OVER '7/Iro' O.S.B.
5HEATHING OR �, CDX N `
PLYWOOD
PLASTIC OR----` -
METAL WEEP
SCREED --
FLASHING
MEMBRANE STRIP COVERING WOOD
FRAME/MASONRY INTERSECTION UNDER
EXPANSION JOINT PROTECTO WRAP 5T-20XL
9' WIDE To EXTEND 2' BELOW THE GMU
1A WEEP SCREED
SCALE: 3' = I'-0'
-0'
I. FLR.
2x4 CONT. W/ (4) Ibd
NAILS a TOP OF FLR
TRUSS (TOP 2X4
SUPPORTS BT- PLATE
OF 2ND FLR) —
2x6 CONT. W/ (6) 16d
NAILS a BT. OF FLOOR
TRUSS (BT. 2X6 IS FOR
WALL SHEATHING
NAILER) ---
DETAIL IA—
ROOFING BY BUILDER SEE
SHEET GN, 'TIMBER', NOTES
8<9, FOR SHEATHING AND
UNDERLAYMENT
REQUIREMENTS
PRE-ENG WD. TRUSS 24'O.C. MAX.
INSTALLED PER FBGR FM 52D.8&.5
2x4 OR 2x6 SUB -BAND PER SEE ENERGY CODE
FORMS FOR INSULATION
ELEVATIONS VENTED R-VALUES.
ALUM. SOFFITGYPSUM BOARD
1,0000 UPLIFT OR j' HIGH STRENGTH
CONNECTOR CLG. BOARD
2x6 SYP *2 DBL IMPSON SP2 a
TOP PLATE EA 2X8 STUD
A }' DRY WALL
WALL
SIMPSON SPI
2x8 SYP 02 WOOD
EA. 2X8 STUD
STUDS AT 12' O.C. MAX
}' DIA ANCHOR BOLT AT 12,
O.C. MAX WITH 1' EMBEDMENT
(1) COURSE TIE -BEAM
AND 2' DIA. WASHER
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
2x8 P.T. SYp *2
®
SOLE PLATE
PRECAST LINTEL
IL 4
U a
IL
WINDOW
z
ATTACHMENT
AS PER
11110
_j
MANUFACTURES
®
LL
SPECIFICATIONS
1= -'5 REBAR a 16' O.G. MAX, IN
W CONCRETE POURED CELL,
PRECAST SILL
Z
VERIFY PER PLAN.
Ix2 P.T. FURRING
0 0
STRIPS a 16' O.G.
Q
Z
013
1/2' TEXTURE
CEMENTITIOUS COATING
R-4.1 INSUL. MIN.
u
MINIMUM(PER ASTM C9260
8' CMU
OVER CMU
1/2' GYP. WL. BD.
(1)15 CONTINUOUS
e o
REBAR
O
r� a Q 1]]n
WOOD BASE
ILm
-1Fe
Q
2'-0:: (MIN.
� F
Z !
IN SLAB)
ul ro�
Ly
!V (32— STORY
OPEN TO
O
ABOVE WALL m u
2 SECTION
SCALE: 3/4' = I'-0"
d�REBAR 48' LONG
W/6' HOOK a 24' O C.,
MIN. 24. IN SLAB
• 4' GONG., REINFORCED W/
FIBERMESH AT A RATE OF
.15 Ibe. PER CUBIC YARD
ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON
2'-0° WELL -COMPACTED GLEAN
FILL (BORA-CARE)
l3J "5 REBAR ON
CHAIRS
3/4' T 'f G SUBFLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
5/8' GYPSUM BOARD OR 1/2' HIGH
CONC. FILLED LINTEL STRENGTH CLG. BOARD
BLK W/ (I) s REBAR ' IX2 FIRE -SLOP
CONTINUOUS
EMBED. STRAP VERIFY
W/ TRUSS PLAN
PRECAST LINTEL
FLOOR SYSTEM PERPENDICULAR
TO EXTERIOR WALL CONNECTION
MTL. DRIP EDGE
INSTALLED PER
FBGR R9052,15B
2X6 SPF SUB -BAND
SECURED W1(3) I2d
NAILS
COATEDPEER (AS NM C3226
OVER PAPER BACK EXP.
METL. LATH OVER 112' ZIP
SHEATHING SYSTEM (INSTALLED
PER MANUFACTURERS
INSTALLATION INSTRUCTIONS)
WEEP SCREED, SEE -
DETAIL IA
2X6 P.T. SECURE W1-
1/2'X9' ANCHOR BOLT
32' O.G. MAX NAIL
GABLE TO 2X6 W/ I26
NAILS 6' O.G. MAX.
MTL. DRIP EDGE
INSTALLED PER
FBCR R9052,9B
2X6 SPF SUB -BAND -
SECURED W/ (3) 12d
NAILS
SEE FASTENER SCHEDULE ON -
SHEET 02 FOR SHEATHING
FASTENER PATTERN
a}' TEXTURE CEMENTITIOUS -
COATING: PER (ASTM C926)
OVER PAPER BACK EXP.
METL. LATH OVER 11/2, ZIP
SHEATHING SYSTEM (INSTALLED
PER MANUFACTURERS
INSTALLATION INSTRUCTIONS)
2X4 W/ 3/8' X 5 LAG
932' O.C. MAX OR
SIMPSON MSTA-24 a 32'
O.G. MAX
DBL TOP PLATE -/
2X STUD 16' O.C. MAX -�
WINDOW IN OPEN TO BELOW WALL
(3) MSTAM-36 a EA.
INTERIOR SIDE OF 2x8 WALL
GMU WALL BELOW
SUPPORTING 2x8 WALL
5'-0
WINDOW MAX OPENING
INTERIOR SIDE OF WALL
-------
EXTERIOR SIDE OF WALL
(3) MSTAM-36 a EA
EXTERIOR SIDE OF 2x8 WALL
A PLAN VIEW
SCALE: 3/4"= I'-0'
4R
ETWEE
GRAIL
WALL
F 2 114'
OR A
TER
�6
SECURE TO
TRUSS W1(2)
12d NAILS
SECURE TO
TRUSS W/ (2)
I2d NAILS
PRE-ENG GABLE TRUSS
SF'F STIFFBACK (SEE SEALD TRUSS ENG.
PACK FOR SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
AT FIRST (5) BAYS 4'-0' O.G. (AT
SHEATHING SEAMS)
O.G. MAX.
CONT. 2x4 SPF RAT RUN SECURED
W1(2) 12d's a EACH TRUSS
(2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/
l3) 12d's a EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRU56ES
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
PRE-ENG GABLE TRUSS
SPF STIFFBACK (SEE SEALD TRUSS r= G.
PACK FOR SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
AT FIRST (5) BAYS 4'-0' O.C. (AT
SHEATHING SEAMS)
D.C. MAX
CONT. 2x4 SPF RAT RUN SECURED�
W/ (2) 12d's a EACH TRUSS
(2) 2x4 #2 5.YP. DIAGONAL BRACE W/
(3) 12d's 6 EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRU55E5
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH CLG. BOARD
(5) MSTAM-36 a
EA. INTERIOR SIDE
OF 2x8 WALL
— (3) loci NAILS
a 12' OL- MAX
MSTAM i I �— MSTAM-36
NOTE:
FOR WINDOWS 4'-0'
MAX USE (2) MSTAM-24
a EA. SIDE OF WINDOW
WINDOW AT
B CORNER CONDITIn-K
SCALE: 3/4' = I'-0
' T e G SUBFLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
2x4 CONT. W/(4) Ibd
NAILS a TOP OF FLR
TRUSS (TOP 2X4
SUPPORTS BT. PLATE
OF 2ND FLR)
2x6 CONT. W/ (6) 16d
NAILS a BT, OF FLOOR
TRUSS (BT. 2X6 IS FOR
WALL SHEATHING
NAILER)
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
CONC. FILLED LINTEL. BILK W/
(1) 05 REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
SCALE: 3/4' = I'-0'
NOTE:
DIAGONAL BRACE a
CENTER OF TRUSS SPAN
OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE
a ANY SPAN 15'-0' OR
GREATER REFER TO
TRUSS ENG. FOR
ADDITIONAL HORIZONTAL
TRUSS REINFORCEMENT.
0'-0' TO 30'-0, (1)
X-BRACE
30'-I' TO 60'-0' (3)
X-BRACE (U X-BRACE
CENTER AND (2) BRACE
IVIDED EQUALY FROM
I!,
CENTER TO END
GABLE
4 X—BRACING
SCALE: 3/4' = I' -0"
NOTE:
DIAGONAL BRACE a
CENTER OF TRUSS SPAN
OR HIGHEST RIDGE.
DIACONAL BRACE TO BE
® ANY SPAN 15'-0' OR
GREATER REFER To
TRUSS ENG. FOR
ADDITIONAL HORIZONTAL
TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (1)
X-15RACE
30'-1' TO 60'-0' (3)
CENBTERa
AND i? BRACE
DIVIDED EQUALY FROM
CENTER TO END
12--STORY
GABLE END
CROSS
4 BRACING
SCALE: 314' =1'—o°
PRE-ENn TQI1-5c.
DOUBLE TOP PLATE
2x CONTNNOUS STRESS
BLOCKING MID WALL
2x SYFA. STUDS
O.G. MAX
i' T t G SUBFLOOR
SLUED AND SCREWED
45 PER FASTNER
SCHEDULE
ST FLOOR STUDS TO
?ND FLOOR STUDS
1IMPSON MSTA-36 a
12' O.C. MAX
'RE-ENG FLOOR TRUE
CUBLE TOP PLATE
c CONTINOUS STRESS
LOCKING MID WALL
SYP,STUDS a 16'
'GCsT"P: WL. BD.
-CURE BT. PLATE TO
AB W/ kxV ANCHOR
ELT W/ 2' WASHER SE
SIMPSON HIGH
RENGTH EPDXY 1'
(BED. MIN
?PSON SP4 a
w6 O.C. MAX
r� INT. CA2—STORY L_
SLE.
: I/2' =1'-0'
A R C H I T E C T S
Design
GYOUp Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.ab designgro up.co m
AA N: 0003325
iJBDIV. & LOT:
OAKLAND LAKE
(LOT 7)
MODEL:
2195
(VERSION#00)
PR TECT#:
2784.000
PAGE:
SECTIONS/
DETAILS
STATE OF F ORDA
i
F/I9/17
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP(0
CUT HOUSEWRAP TUCK FLAP UNG
AT 45' ANGLE at HEAD
MODIFIED 11, CUT
IN HOUSEWRAP
LOPENING INE OF WINDOW i I' � ] IN AT JAMBS
FOLD HOUSEW
INSTALL (o'
SELF-ADHE
FLASHING C
NAILING FLU
JAMBS
EXTEND FL
P BELOW 5
FLEXIBLE F
Do NOT SE
FIN
STEP 1
NSTALL 6' —
SELF -ADHERING
FLASHING OVER
VINYL HEAD
FLASHING (WITH END
DAMS) NAILING
FLANGE
FLASHING I' MIN
BEYOND JAM"
FLASHING
INSTALL VINYL
GAP
WINDOW FLASHING INSTALLATION
DETAILS (FULL WRAP
APPLY 051 H2U (0
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865
OR EGIUAL).
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCdAVING
SEALANTS < SELF -ADHERING FLASHING MATERIALS
USED DURING CONSTRUCTION
2. FLASHING AT EXTERIOR WINDOWS AND DOOR
OPENINGS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND APPROVED METHOD 1.1 OF FHC Rl03,S]
U IN ACCORDANCE WITH FENESTRATION
MANUFACTURER'S INSTALLATION AND FLASHING
INSTRUCTIONS.
SEALANTS MAY FACT ADVERSELY IF NOT
gmli-rAc-)�
STEP "7
T'
MIN
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE$.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXW'ZAP AS TI-
FLASHING AT THE
%PPLY V NOM.—
ONTINUOUS BEAD
7F SEALANT AT
IAMBS AND HEAD oe
%PPLY TO BAGS OF
ANDOW NAILING
LANGE IN LINE W/
'RE -PUNCHED
IDLES OR SLOTS.
VIDE ADHESIVE
-XIBLE FLASHINi
VER DRIP CAP
ECTO-WRAP
EQUIV)
02m0 M
INSTALL
PLUMB, I
AND SQ
MANUFAC
WRITTEN
INSTRUCT
T IS THE CONTACTORS, RESPO NSIB1LTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS
INCLUDINo HOUSEWRAP, SEALANTS 4
SELF -ADHERING FLASHING MATERIALS USED
DURING CONSTRUCTION,
INSTALL ALL MATtmm.Ls PER MANLPAcmmRs
WRITTEN smCIFICATIONS
SEALANT!± MAY REACT ADVERSELY IF NOT
N AND SEAL JAMB TO SILL JOINTS WITH
IMS FOLLOWING COMPLETION OF
RIOR RETRopIT WORK
NOTE. -
WEPAIR SCHEME':- SHOWN SPALL EE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF W.ATER INTRUSION BELOW THE
WINDOW OFENINta
SEAL INTERIOR RERIMETER (:)p WINDOW WITH
SEALANT
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
I
71; 7/19/17
�rr.r-rll■�
Fr� Y
l
• C l �'
M5TCM40 —1116' 0.58. SHEATHING t %ice 2X EXTERIOR WALL
(INSTALLED ON TOP OR 1/2' CDX PLYWOOD E �'��� STUDS' T t SUBFLOOR
OF WALL SHEATHING 1/16" O.S.B. SHEATHING
2X4 EXTERIOR WALL OR 1/2' CDX PLYWOOD GLUED AND NAILED AS
STUDS PER NAILING SCHEDULE
2X4 BOTTOM PLATE CONNECT TOP OF STRAP TO SOLID ::
STUD W/ (14)16d SINKER NAILS
FLAN VIEW — 2X4 WALL SECOND FIN- FLR DBL. STUD
PRE-ENGINEERED :: a
MSTCM40 1/16' O.S B. SHEATHING FLOOR TRUSS
( I °' W 2X4 BOTTOM PLATE
INSTALLED ON TOP
OF WALL SHEATHING OR 1/2' CDX PLYWOOD MSTCM40 - Z
�-.- , TOP OF
Y 2X6 EXTERIOR WALL • ' 2X4 EXTERIOR WALL
A STUDS , : MASONRY WALL STUDS
2X6 BOTTOM PLATE
CONNECT BOTTOM OF STRAP TO = n
n
u
PRE-ENGINEERED
FLOOR TRU55
GONG. FILLED LINTEL BLOCK
W/ (1) 05 CONTINUOUS REBAR
HTT-4 SECURED TO STUD
W/ (18) SD 10 X I "" NAILS
5/8' A.T.R IN HIGH
STRENGTH EPDXY (MIN.
i' EMBED)
--1/16' O.S.B. SHEATHING FLOOR TRU55
" N 1116' O.S.B. SHEATHING
—
OR OR 1/2' CDX PLYWOOD o C
( INSTALLED ON TOP M5TGM40 TOP OF OR I/2' CDX PLYWOOD
OF WALL SHEATHING
B 2X6 EXTERIOR WALL , • — MASONRY WALL PLAN VIEW — 2X6 WALL
STUDS - �
CONNECT BOTTOM OF STRAP TO - - -9
2X6 BOTTOM PLATE CMU BLOCK WALL W/ (IO)° X 2 DBL. STUD REQUIRED
STRONG -TIE TITEN 2 CONCRETE W/ 2X4 WALL _2X EXTERIOR WALL
PLAN VIEW — 2X6 WALL AND MASONRY SCREWS -
STUDS
EXTERIOR STUD WALL 1/16' O.S.B. SHEATHING
OR 1/2' CDX PLYWOOD I HTT-4 SECURED TO STUD
2 CORNER CONNECTION — INSIDE CORNER B ELEVATION VIEW % W/ (IS) Sp0 x I" NAILS
1
NOTE: 2x EXTERIOR WALL SECOND FIN. FLR
TO ACHIEVE FULL HOLDOWN 5/8' ALL THREADED STUDS
CAPACITY THROUGH BEARING OF BP% HDG �� ROD PRE-ENGINEERED
/ / 1
THE PLATE, A LARGE BPI MUST BE
FLOOR TRU55
USED IN COMBINATION WITH A BP%s i — — — — SECOND FIN. FLR %� 5/8' A.T.R IN HIGH
BPI HDG �i TOP OF STRENGTH EPDXY (MIN.
MASONRY WALL _ :Z_ Lu i' EMBED)
PRE-ENGINEERED A II -
FLOOR TRU55 GONG. FILLED LINTEL BLOCK
(GIRDER DRAWN) " TOP OF SOLID BLOCKING - W/ (1) 05 CONTINUOUS REBAR
MASONRY WALL REQUIRED UNDERNEATH
OR I O.S.B. SHEATHING PRE-ENGINEERED FLOOR STUD -
/2' GDX PLYWOOD//A TRUSS (GIRDER DRAWN)
5/5' A.T.R. HTT-4 SECURED TO STUD CA) ELEVATION VIEW
BEARING POST/ W/ (18) SD 010 X I a' NAILS
BEARING STUDS —5/8" A.T.R. IN HIGH
EXTERIOR STUD WALL (PER PLAN) STRENGTH EPDXY (MIN.
CORNER CONNECTION I" EMBED) EXTERIOR STUD WALL
CORNER TO POST � ` ° �'�11 Po a � �� CORNER CONNECTION — PERPENDICULAR TO BLOCK
SCALE:IR' I'-�' w
° v o ' • ^ \ 4 /SCALE: 1/2' = I'-V
FOUNDATION (PER PLAN)
PRE-ENGINEERED
FLOOR TRUSS
CONC. FILLED LINTEL BLOCK
W/ (1) 15 CONTINUOUS REBAR
NTT-4 SECURED TO STUD
W/ (I8) SD CIO X 1 z" NAILS
5/8' A.T.R. IN HIGH
STRENGTH EPDXY (MIN.
I EMBED)
PLAN VIEW — 2X6 WALL CMU BLOCK WALL W/ (10) 4i i/16' O.S.B. SHEATHING ' X 2 1
STRONG-TIE TITEN 2 CONCRETE ----- OR 1/2' CDX PLYWOOD
AND MASONRY SCREWS
EXTERIOR STUD WALL PLAN VIEW — 2X4 WALL
CORNER CONNECTION — OUTSIDE CORNER LEVATION VIEW
1 SCALE: 1/2' - I'NOTE: (A)9 43-i T 4 G 5U15FLOOR
# MINIMUM END AND GLUED AND NAILED A5
EDGE DISTANCE FOR PER NAILING SCHEDULE
1/16' 0.5.8. SHEATHING TITEN SCREWS 15 I z"
M5TCM40 OR 1/2' CDX PLYWOOD 2X EXTERIOR WALL
(INSTALLED ON TOP ���� STUDS
OF WALL SHEATHING B 1/16' 0.55. SHEATHING--//4.
2X4 EXTERIOR WALL OR 1/2' CDX PLYWOOD o ' o
STUDS o, ; 2X6 BOTTOM PLATE
2X4 BOTTOM PLATE CONNECT TOP OF STRAP TO SOLID —
STUD W/ (14) 16d SINKER NAILS SECOND FIN. FLR 2X6 EXTERIOR WALL
PLAN VIEW — 2X4 WALL "777STUDS
PRE-ENGINEERED
-;%
i
4
I,
I
A R C H IT E C T S
�1
4Design
Group"Inc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX:407-774-4073
www.abdesigngroup.com
AA #: 0003325
r
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�emoo0oaoo�
SUMDM 8o LOT:
OAKLAND LAKE
(LOT 7)
MODEL:
2195
(VERSION#00)
PROJECT#:
2784.000
PAGE:
SECTIONS/
DETAILS
ARC.HrrECT:
STATE OF FLORIDA
JUL 2BT-1V
DA 7'/19/17
s 1/4"=f;-pj
-
S EET
D 6 OF 7