HomeMy WebLinkAbout6574 Wagon Trail St4EOUB
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CITY OF 7-f-PV4
PILL'
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
*STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: - FLORIDA BUILDING CODE, RESIDENTIAL, A"' ABOVE LAY. LAVATORY REV. DATE DESCRIPTION SHEET # DESCRIPTION
5TH EDITION (2014) A/C AM CONDITIONING UUM LUMINOUS
AW. ADTU91ABLE M.C. MICINE CABINET
- ALL LOCAL AND STATE CODES ALT. ALTERNATE in MANUFACTURER PG CI -COVER PAGE
AMP. AMPERAGE MIN. iONDIUM
D.R. HORTON HOMES IID. BOARD mm. MOUNTED PG GN-GENERAL NOTES
OCCUPANCY - RESIDENTIAL, GROUP R3 CL CENTER LINE mm METAL pa I -FOUNDATION PLAN
12602 TELECOM DRIVE CONSTRUCTION TYPE - VB CAB CABINET N.T S. NOT TO SCALE PG IA -DOWEL PLAN
:MIN INTERIOR FINISH - CLASS B CIG CEILING 01 ON CENTER
TAMPA, FL 33637 CLR* am PL PROPERTY LINE PG IB-UNTEL SCHEDULE (CAST-CRM)
BASIC WIND SPEED - Vult=150 MPH Coic. CONCRETE P.B PUSH BUTTON PG IBA -LINTEL SAFE LOADS
TEL: (813) 740-9720 Vasd=116 MPH CPT. CARPET PH.* PHONE PG 2 -FIRST FLDOR PLAN
:EXPOSURE - B CT. CERAMIC TU PIT. PLATE
FAX: (813) 740-9715 1 DRYER PLYWI) PLYWOOD PG 3 -SECOND FLOOR PLAN
I -STORY RESIDENCE DBL DOUBLE PR. PAIR PG 4D-FRONT & REAR ELEVATION "D'
-2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D.G. DUAL GLAZED P.T. PRESSURE TREATED
AND STATE CODES DIA. DIAMETER p RISER PG 5D-LEFT & RIGHT ELEVATION I"
DIM. DIMENSION RAD. RADIUS PG 4D.I-WALL ASSEMBLY ELEVA71ON "D"
DRIP . DISPOSAL RIG RUM AIR GRILL
STATE OF FLORIDA DP DEEP REF. REFRIGERATOR PG 5D 1-WALL ASSEMBLY ELEVATION "D"
DR DOOR RM. ROOM PG 6-FLOOR FRAMING PLAN ELEVATION "D"
PROFESSIONAL ARCHITECT: Di DOWNSPOUT R.O. ROUGH OPENING
m DUAL SO. SNOB DETECTOR PG 7-ROOF FRAMING PLAN ELEVATION "D"
ROLAND A. ABOUCHACRA D,W. DISHWASHER Si, SINGLE HUNG PG 71-CONNECTOR SCHEDULE
u EACH sm. SHEET
AR NO, 93723 EIZV A. ELEVATION SHTHG. SHEATHING PG 8- FIRST FLOOR ELECTRICAL PLAN
SQ.FT. CALCS EQ. EQUAL sm SHOVE PG 9- SECOND FLOOR ELECTRICAL PLAN
M. EXHAUST Sim. Sam" PG 10-FIRST FLOOR MECHANICAL PLAN
A.B. DESIGN GROUP, INC. EXT' EXTERIOR SL SLIDING PG 11-SECOND FLOOR MECHANICAL PLAN
F.G./FX . FIXED GLASS SL GL SUD24G GLASS
1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS STD. STANDARD PG DI -FOUNDATION DETAILS/SECTIONS
IST FLR LIAW. 10113 $0. FT, FIN. FINISH STS SHEAR VAIL PG D2-MISC. DETAILS
LONGWOOD, FLORIDA 32750 FLR. FuoOR SECTION
NO FLR LIVW. 1413 50, FT. FLUOR. FLUORESCENT SC SOLID CORE PG D3-I-STORY WALL SECTIONS & NOTES
Tel: (407) 774-6078 DR. FRENCH DOOR TEMP TEMPERED GLASS PG D4-2-STORY WAU SECTIONS
TOTAL LiviWj 2432 80. FT FOOTING THE THICK PG D5-MISC. DETAILS
Fax: (407) 774-4078 "RA&E 432 8,0, FT' GA. GAUGE T.O.C. TOP OF CURB PG D6-PRODUCT APPROVAL LISTING
81 so. FT, GAR GARAGE T.0 P. TOP OF PIATE
PORcw GAR* DISP. GARBAGE DISPOSAL T.O*S. TOP OF SIAB PG WA1-WALL ASSEMBLY DETAILS
TOTAL 2S51 50,r—T O.F.i. GRDUND-FAULT ciRcurr TYP TYPICAL PG WA2-WALL ASSEMBLY DETAILS
PLAN REVIEW 10'X$'PATIO w SQ. FT. INTERRUPTER U.N.O. UNLESS NOTED PG WA3-WALL ASSEMBLY DETAILS
GL GLASS OTHERWISE
GYP DO. GYPSUM BOARD V.P. VAPOR PROOF PG WA4-WALL ASSEMBLY DETAILS
DATE CHECKED BY: H.B., HOSE BIB W. WASHER PG WA5-WAIL ASSEMBLY DETAILS
H.C. HOLLIDW CORE W/ WITH PG WA6-WALL ASSEMBLY DETAILS
NOR, HEADER WD. WOOD
HOT. OR HT HEIGHT WDW. WINDOW
INSUL INSULATION W/H WATER BEAM
INT. DMOR Il WROUGHT MON
A I C H I T E C T 8-1
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-77 78
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ARCHITECT'
STATE OF FLOFVDA
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GENEM NOTES
1. ALL WORK DONE LINDER THIS CONTRACT SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR� 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
1. SLEEPING ROOMS 30
fl. ATTICS W/ STORAGE 20
Ill. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOAN R301.4 15 PSF)
C. ROOF LIVE LOADS R301.6
1. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
If. CONCRETETILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT--150 MPH, VASD-116 MPH
It. EXPOSURE CATEGORY B
111. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BULDINGS *:0.18
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. 00 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVOON OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPEN114G HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBGR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS V41NDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R30151 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUrE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID
NOWMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302,6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN%4NCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAVVI14GS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
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 Y- O'BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
1Z SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1 . ALL CONCRETE WORK SHALL COMPLY NTH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 316-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BEW.
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER,
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFEREDIK".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE"IT TYPE If OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 I b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-GBZ STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR STH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014),
7. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX).
REINFORCING STEEL
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 REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6'X 6- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF T FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, VATH LAP SPLICES OF AT LEAST 251.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT WITH GROUND:
1. #11 AND SMALLER
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS I IN
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
71MBE
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:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 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 NTH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2o`14).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16'ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518"CDX PLYWOOD. 5/r CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10, FLOOR SHEATHING SHALL BE APA RATED %* SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR 1/2CDX PLYWOOD SHEATHING.
12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT So.
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 ANSIlTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
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 BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1 . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH Fl9w FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUMWPVC (SCHEDULE 40), INSULATED NTH W AMAFUEX.
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 CLEANOLMS SHALL CONFORM TO SECTION P3GO5.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014),
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TFI
EDITION (2014).
EMRIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERING$ AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
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1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %'THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112- THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la &
ASTM-C1063-12a
3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITEDTO:
ALL STUCCO CONTROL JOINTS KICK-OUTDETAILS
*L* FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -I 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
CONTROL DATE:
ARC N ITECTS-1
6
Design
rouoaGrouly...
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #. 0003325 .00
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SILVERADO
LOT #12
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NOTES
%, 150 MPH EXP. B.)`
ARCHrTECT.-
STATE OF ELOPID
rpim" 11/8/17
DATM
BCAI.M 1/4"=l'-O"
819111111m
%. G N
r A It C H IT E C TS
V
1, 12'- 3 " 101-01, 1611-51 1 ,
14'-2"
4-
SLAB
— — — — — — — — — — — — —
EXTEND
11/2 - 'Ile, 1 -0' ELEV.
4' CONIC., RE INr. W/ & \-IWFIN. CONC. SLA15
WIAXWIA WiM ON r.-MIL POLY-
YLENE VAPOR RETARDER
WELL -COMPACTED CLEAN
FILL TEFJ'lITE TREATMENT SHALL
BE BORA _rA
E 2 13'
T
cl _10�� 1, - 2,
L
STUB UP
TO 2ND FLIR
_24'X48'XI2'CONC.
W_ I, PVC PAD W/3--5 BARS
L J CHASE 2x& ONE WAY 4 S--5
To WALL
ISLAND __9 BARS OPP. WAY
41 t rt- ON CHAIRS MIN. 3'
PED. COVER
SINK
4' PVC
1'- 4 Di 4' CONC.
29>' CHASE SLAB
H5
.3 I/_2
�_4
20 -a"
EXTEN,
SLAB 1 1/2� Z� BOLLARD lcolqo.
AS REQ.
u PE
0'-O'ELEV. R BLDr
\,FFIN. CONC. SLAB CODE
a EXTEND - mi
SLAB 1 1/2' 3o*X30'X12' CONC.
PAD W/3-4S BARS
E.
MIN. 3' COVER
L
24'x24'XI2' CONC.
PAD W/3-S BARS
-4 Elu. ON CHAIRS
-4
WOO
MIN. 3' COVER
0
4
CONIC'
L-L SLAB
/8-4
9�
24'X24'XI2*-j
4)
CONC. PAD
W/3-05 BARI5
E.W. ON
CHAIR$ MIN.
1-8.
2' a'
-v
3. COVER
(2 TYP.)
T-4'
21-4'
FOUNDATION PLAN
NOTES'
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIONS AT REQUIRED Er.RESS DOOR SWALL
MEET PROVIS ON Or SECTION R3113.1 Or THE FISCR STH
I�
EDITION (2014)
2' VTR
r /2
1 1/2' WASHER
*14
2. �LAVi
TO
2' VTR
V-1
� /2'
PED�
SINK
2' VTR
4V
1 1/2
LAV
AV
wc 11
T TUB
UB I
2'
�DKITCHEN
9NK W1
AIUTO VENT
PLUMBING RISER
DIAGRAM
SECURE STRAP TO
UNIT W/ (2) -&xl 1/4
A/C
SHT M7L SCREWS
UNIT
SIMPSON W5 ROLL
STRAP OR EQUAL
7_ I
QQ SECURE STRAP TO
CONG'
CONC� W/ (2)-3/16'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DIRAIN 3/4' DIA.
OVER HEAD 0 12' FROM STRUCTURE
qDesign
ouoa
I
GroulF....
1441 N, RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FA)L- 407-7744078
www.abdesigngroup.com
AA #: 0003325
7
umm A. LON
SILVERADO
LOT #12
1 BLK #6
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04128.000-01261
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FOUNDATION
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STATE OF
I"PUDIT
DAT31h 11/8/17
BCAI.M 1/4"=V-0"
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DOWEL PLAN
A R C R I T B C T$ 1
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Design
Grou ,ne.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
AA S: 0003325 A
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8UDDIV. Aa LOT.
SILVERADO
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MODS
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"GALEN"
GARAGM BWMG:
RIGHT
PAOM
DOWEL
PLAN
150 MPH EXP. B
D1A1/8/17
SCAE1/4"=1'-0"
*xlMP1�
rA R C H I T 9 C T 37%
0
0
KITCHEN H
A
PAN. 1[70 q
S'-S'CLG. PWDR
6'-WCLG.
PATI
DylloNG
0 M
S'-S'CLr..
STOR-
(9
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8'-S'CLG.
(9 36
FOYE
8'-B* CLG,
GARAGE
8'-S'CLC..
PORCH
-------------- X7W -------- v
8 — — — — — — — — — — — — — — — — — — — —
G)
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED
WITH LINTELS FROM ANOTHER MANUFACTURER
AS LONG AS THE LINTEL$ ARE OF EQUIVALENT
OR GREATER CAPACITY T14AN THE VALUES STATED
a
T
28
Q
4^sT-*w4T4 LINTEL SCHEDULE
LINTEL
NO.
LEW-iTH
TYPE
COMMENTS
L I
L2
L3
11.1.
eF24-64T
L4
11.11.
SFV.-IB/IT
L5
4'-(.'
a-a-im/rr
BOTTOM W-O' AFF.
Ll
r,'-4-
BF12-013/IT
ELEV. -0
LS
V-4'
9FI2-tB/IT
ELEV. 'D'
L lb
SF12-15AT
ELEV. 'D'
G r ZQes�4%n
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1441 N' RONALD RWAN BLVD.
LONGWOOD , FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesign9roup.com
AA #*. 0003325
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SILVERADO
LOT #12
BLK #6
IPROJMW
04128.000-01261
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"GALEN"
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PAGIM
LINTEL
SCHEDULE
150 MPH E)T. B
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F-pnom
JDATM 1LlL//B/17
8CAI.M 1/4"=l'-0"
slim=
I% I B
&AFE LOAD T,45LE&
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
5' PRECAST 4 PRESTRESSED U-LINTELS
4~111`4^4"
GfRAVIT�'
LENGTH TYPE
au 13
OF$-015
OF12-015
SF24-
20-Ce
�F 05
�2
2'-10*(34') PRECAST
2302
Nero
4413
6031b
-52r,
W04 1
10412
IIW( .
3161b
4413
603S
7526
W04
10412
IIW&
V-ro' (42') PRECAST
2302
3138
3311
465S
6001
1315
8630
B941
3166
44-13
603-3
1526
W04
10412
IIS36
4'-0'(48') PRECAST
202e
2325
2496
34&1
4438
S410
&364
1350
2646
4413
6031
1526
S004
10412
IIS3&
4'-(P' (54') PRECAST
jr051
Mei
IS13
2&51
3403
4149
481B&
5644
2110
402-1
e03S
1526
W04
10412
9&eS
5'-4' (ro4') PRECAST
1184
122.3
1301
180�
2311
2829,
3336
384&
1665
2158S
5051
&CS6154co
e424
1450
51-101('101) PRECAST
12`11
1000
105S
1414
fee%
1 2304
2121
3131
145121
2464
4144
5458
4431
52W
6122
PRECAST
1331
1255
2101
3263
2146
3358
3911
4565
1255
2101
33S&
52&0
1134
89W
&SW
I'-ro' 0W)PRECAST
16-1
102B
1615
2385
1-594
243-J
2886
3333
102S
1615
29,10
353S
55S&
&613
5041
12l'-4' (112') PRECAST
513
632
104B
14&ca
1210
1482
1154
2021
lee
1212
tale
2544
346-3
4030
3121
I0'-ro'(12&") PRECAST
4SIo
462
W2
1125
515
1122
1328
1535
I &r
,a
1025
1514
2081
21-14
3130
2404
11'-4' (13ro') PRECAST
445
5W
t35
1365
1864
2355
11133
2015
5W
935
1365
1854
2441
3155
4044
12'-0'(144') PRECAST
414
545
a&4
1254
IeDS
2014
1510
lots
555
8&4
1254
1653
2211
2632
35'30
13'-4'(1&0') PRECAST
3&2
421
-126
1028
1331
1&35
1224
1415
4W
'148
101r,
143&
1885
2343
2S20
14'-0'(lrva') PRECAST
338
361
645
5IS
11W
1,462
100-1
12&0
455
-too
1003
1335
1*114
2153
2&6r.
PRESTRE86ED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
ir.5
1310
2045
2610
3486
3165
PRESTRESSED
NR.
NR
MR
NR
NR
NR
NR
NR
420
698
1250
1955
2310
2aW
3410
PRESTRESSED
N.R.
NR
NR
NR
NR_
NR
NR
NR
310
530
1 %50
1400
1800
2200
2600
IS'-4'(232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NIR
240
400
ISO
IOW
1 1400
1120
2030
21'-4' (25&') PRESTRESSED
N.R.
NR
NR
NR
NR
I NR
NR
NR
183
330
610
1340
1150
1 2110
22'. 0'(26 4') PRESTRESSED
N.R.
NR
NR
NI
R
NRJ
NR
1610
300
5117
71-0
1250
1660
IS'10
24'-0t2OV) FIRESTRE95EDI
1
NR,
NR
NR
NR
NR
NR
jNR
NR
NR
r 13-0
1--;4-01
410
120
to"
103
1350
1&10
le"
t-14TERIAL5
1. F'c precast lintels - 3500 PSI.
2� F'c prestressed lintals - 6000 pet.
3. F'c grout - 3000 psi wl maximum 3/6' aggregate,
4. Concrete masonry units (CMU) per A5TM CS0 w/
M Inimum net area compressive strength - IS00 Pal.
5. Rebar provided In precast lintel per A5TM A&I5 GIR&O.
Field rebar per ASTM ArblE, GR40 or GR&O.
6. Prestressing Strand per ASTM 4416 grade
210 ow relaxation.
1. 1/32 wire per ASTM 4510,
a. Mortar per ASTM C210 type M or 5.
5' PRECAST 4 PRESTRESSED U-LINTEL6
UFL
FT
LATERAL
TYPE
I ENGTH
aFa_'T
3PI2 - IT
3PI& - IT
W20-IT
BP24-ITW28-IT
SF32-1T
"
SFIB
3FS-21
W12-2T
3FI&-2T
F20-21
W24-213F28-27
SF72-2T
2'-10'(34') FIRECAST
2-121
2811B
4101
5332
&56S
ISII
S055
2021
2021
2121
2184
3WI
5IW__
6401
1630
-;;;,-
3'-ro' (42') PRECAST
2165
22SIB
32r.0
423-1
521q
&204
1192
1251
125 -1
-:1-65
2215
3165
4125
,0S,
r
( .1
Sor
103r '
4'-0* (46') PRECAST
1818
IS813
2832
3680
4532
5381
&245
IB313
12136
1816
IS25
2150
3563
4422 15264
6110
4'-&' (54') PRECAST
1660
1162
2501
3251
4010
41&1
5525
'121
'121
1
16&0
1105
2435
3111
3513
4&58
5406
V-4' (64") PRECAST
13%3-
1484
2110
2-141
3315
4010
4648
505
505
13S3
1431
2050
2r.10
32`33
3-320
4549
PRECAST
1212'
13SI
IS30
2505
3084
3&05
4241
416
418
1212
1315
181S
2441
3010
3583
451
PRECAST
1141-
1200
1133
2250
2'16S
32W
3012
101
86-1
1141
IIa2
"a'
*84
2IS2
2103
321&
3132
I'-rcp' 0�0')PRECAST
S513-
912
S'2
14-15
IS14
2354
21131
3240
&
tW
1025
"2
1466
IWl
2351
2-1Sl
3275-
V-4' (112') PRECAST
801.
612
K4SS
SW
1269
15&0
1852
2144
454
&30
001
155
M
IIS2
1550
1510
22-11
-
7_34
I0'-&YI2W) PRECAST
116
I'&.
1153
1021
1261
1456
1131
3136
4133
'lle,
ell
101S
13as
I -Ill
2034
235a
]1'-4' (13ro') PRECAST
666-
43B
6136
B-315
1104
130t
1515
363
556
&rr.
535
505
1295
IS%
IBS&
21W
12'-0'(144') PRECAST
6071-
400
631
ale,
1001
Ila&
13,12
340
41B4
631
486
ale
120S
1514
I"ISS
2026
13'-4'060'� PRECAST
500.
340
532
686
841
sil
1153
302
3sa
513
405
662
1004
1361
1631
1815
I's
14'-0'(1&8') PRECAST
458-
316
453
9,35
-118
S22
1065
2eo&
360
S48
318
629
922
12S4
1561
a,,-
14'-B' (1-16') PRESTRESSED
243
2S5
45S
5el
124
551
IBW
NJP_
351
243
352
5a2
a52
1156
1491
15'-4'(104') PRESTRESSED
228
218
430
553
611
WI
_1142
WS
N.R.
32-1.
228
321B
542
Isl
1012
1381
161-16
ll'-4' (206')FIRESTRESSED
IBS
236
Bel
464
561
610
1-14
255
=
216
44ci
6413
814
1121
13 . SS
n'-4' (232') PRESTRESSED
1&5
201
313
401
490
518
&61
KPZ
204
165
23S
383
5,50
136
540
]lee
21'-4' (256')PRESTRES51ED
145
lee
218
356
433
512
5150
N.R.
1-12
142
212
336
411
635
Wl
7,-,
22'-0'(2&4')PRESTRESSED
140
ISO
266
34
416
4S3
Sea
KR
Iro I
131
205
322
451
601
-Ill
;4-,
F27---
01(28V) PRESTRESSED
121
105
244
312
380
1 441
515
N.R,
1135
124
106
2W
408
1 ;33
GENERAL NOTES
-REDUCE VALUE 15Y 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2' RECE55 DOOR U-LINTELS
G FRA V I
TT'
LENGT _�TYPESI;ajeslw'"eawlo
-OBISIRF14-0e
NW16-05
OW22-08
SfW26-05
NW30-08
airle-15
1 WW14-6
swig-15
DOW22-15
SIRF26-11S
4'-4' (52') PRECAST
148'a
1551
1821
3CS3
3412
2SB2
4W2
3354
6412
4S2S
1S41
�W4
1341r.
6860
10818
4'-rv' (54') PRECAST
m5i
144S
21a2
2114
3600
4481
E1315
6264
1102
3412
4SO2
64-12
lS41
11416
losla
51-a. (&V)PRECAST
832
1602
1550
2058
2566
30-15
3585
185
1153
1 2162
40-14
&412
651r,
5814
9183S
PRECAST
i3a
lie
1500
14415
IS24
2400
28-16
3352
1103
20S1
Bell
6412
6516
S4S0
e41I
io'-5' (80')PRECAST
an
Sol
I( ii
2S33
_2516
1360S
- 3223
3812
1 4522
Wl
1617
21333
4100
_6130
511-1
1 r.10.1
l'-(o' (50')PRECAST
lei
1311
2252
19168
24N
2544
35
r. e 5
164
1311
2325
5492
6624
5IB2
5'-a' Nib') PRECAST
Bit
420
834
1253
1 10-11
1542
1614
1506
r 575
T we
I 14S -1
-
1 2111
1
2616
35SS
2815
a" PRECAST W1 2' RECESS DOOR LI-LINTEL5
Uf=L FT
LATERAL
TYPE
LENGTH
OFT-6-1718IRFIOAT
SIRF14-IT
sRpcia-rr
8W22-IT
SM-26-IT
NW30-1-t
8IQF&-2Tj8WIV-2T
DR-14-2T
W*18�2T
I
SORF22m2T
26-21
SIRF30�21
SRUe,
aRF6
4'-4' (52') PRECAST
1244
i5'13
2413
3260
4112
41B61
502S
'32
S32
1244
15M
23313
31-70
4008
P4850
W
4'-ro' (54') PRECAST
11-32
Sol
2311
3121
3S31
4156
5SIl
a53
11-32
1455
2240
3036
3831
4643
_9453
853
5'-5' (&&') PRECAST
1324-
1112
111215
2423
BOSE,
3baS
4325
501
1
924
1132
1-141
235-1
2918
3&03
4230
501
5'- 10 (10') PRECAST
896.
1138
1142
2352
2S&rp
35S1
419S
461B
4&S
as&
IOSS
I&W
2288
28131
34531
4106
&'-8' (80') PRECAST
Ile
5S2
1513
29>42
2513
3101
3642
830
1100
-7-
Is
S56
1468
IWI
250S
3035
3563
a
-V-&' 0b0')PRECA5T
&W
6131
1325
1510
2200
2-153
322-1
110
1341
64e
1302
1162
2225
2&W
3151
(11&') PRECAST
533-
433
Boa
1123
1413
1104
IS%
614
533
-F
136'5
1128
2068
2450
5le
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REIBAR
�05 REBAR AT TOP
MIN. (1) REQ'D
LEAR
TYEE C)E51GN,4T1QN
L3
F FILLED WITH GROUT / U - UNFILLED
Lu
r-M.U.
FQUANTITY OF S REBAR AT
50TTOM OF LINTEL CAVITY
z
LIN
-GROUT
aF
_S
REZAR AT BOTTOM
L
OF LINTEL CAVITY
NOMINAL WIDTH _j
NOMINAL HEIGHT-]
QUANTITY OF 15
REBAR AT TOP
)1'1-5/0'ACTUALI
\
0
50TTOM REINFORCING
PROVIDED IN LINTEL
8' NOMINAL WIDTH
(VARIES)
&AFE L0,4[) TABLE
NOTE&
L Provide Full mortar head and bed joints.
2. Shore filled lintel& AS required.
a. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and
longer with a nominal height of 5' meet or exceed L/150.
6. Bottom fie Icl added rebar to be located at the bottom of the lintel cavity.
7, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
a. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units,
15. Sare load ratings based on rational design analysis per ACI 318 and ACI 530
1. All valuer, based on minimum 4' bearing. Exception; Safe loads for unfilled
lintels must be reduced by 20% if bearing length is less than 6-1/2'.
Safe loads For all recessed lintels based on 8' nominal bearing.
2, N.R. a Not Rated,
3. Safe loads are total superimposed allowable load on the section Specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the clesigner by providing
addlonal reinforced masonry above the precast lintel.
e. One 01 rebar may be substituted for two 05 rebarb in 6' lintels only,
1. The designer mag evaluate concentrated loads from the safe load tables by
Calculating the maximum resisting moment and Shear at a-awag from the Face of support.
a. For composite linte heights not shown, use safe load from next lower height.
13� All safe loads in Zts or pounds per linear foot.
A R C 11 1 T III C T 3
G r ZN Ign
oqusp. ! -
41N - RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.all"Sal=-Com
AA.O
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SILVERADO
LOT #12
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04128.001-01261
MODZU
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"GALEN"
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RIGHT
PAGZ:
SAFE LOAD
TABLES
150 MPH EXP. B
ARCHITECT,
STATE Or-
F'PRMT
DATEk 11/8/17
ECALM 1/4"=l'-O"
IIIIIIIIIAn"
1, 12'- 3' 10'-0' 161-51 1 ,
-4
PATI OVERHANG
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ABOVE
3092-SH 606a SG.D. (2)
i
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W ------ __
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15 TREAD 0 1
W N051
ON
5OLLARD
AS REO.
PER ELOG.
GARAGE CODE
S'-S'CLr..
LUMNS TO
S.-W AFF,
(2 TYP.)
----------------
2'-W -01
i7 '-4'
-FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W1
TRA14SOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE 70 BE
EQUIPPED W1 SELF-CLOSIN5 DEVICE (R302.5.1) FBCR 5TH ED. (2014).
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
1111111111111
a,_a, BRIG,
LOAD BRG. WALL
U.N.0, ON PLAN�
SQ.FT.
CALCS
I&T FLIR LlvlW.
tole SO. FT.
M FLR LIANdj
1413 $0. FT.
TOTAL LIvIWj
2432 90. FT.
GAR4612
432 $0. FT.
PORCH
al SQ. FT.
TOTAL
2s5I SO, FT�
I0'X8'PATIO
80 $0. FT.
TOP
PLATE
\BAR DETAIL
t�) WALE: 1/2'-1'-0'
v A JR3 � U
;6
COMPONW AND CLADDING
W14D LOAD!I
MW VMD BMIX FOR 3
WOND Q=
OPENM
SOLM
ZOE
NOWHIIIIINOMA
I
FEMAW
AND Tff
FOOTAGE
MIN. WINDOW
10
5
24/-33
CRITERIA
EXTERIOR SWING
is
rp
2.s/_31
OR. MIN. CRITERIA
SG.D. M:N.
41
5
22/-21
CRITER A
16010 O.Hj:).
112
71
1 20.4/-221
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 5TH ED.
(2014) 612.2 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COWROL DAYE 07106/5
A R C N I T E C T_3*1
6
G r Zm!'Ign
ouspO..a.
1441 N. RONALD REAG
LONGWOOD, FL 3
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #-.0003325
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F-OUDDIV. & LO'r.1
SILVERADO
LOT #12
BLK #6
FnWJWT
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4128.00 -01261
4EGB
"GALEN"
GAJt&GZ N'WU40:
RIGHT
PAGIM
FIRST
FLOOR
PLAN
150 MPH EXP. B,,#
AIRICHnECT-
9E FLOFIDA
F-PRINT 777�
D.&M 111 // So '17
SCA.LM 1/4"=I'-O"
2
12'- a III -a, 2'- 4' 12 -0'
4X4
j POST
3052-SH
3052-SW 3052-sH
EGRESS
EGRESS EGRESS
TEMP.
BDRM.#2
BDRM.j ML 4
V-O'CLO.
CHASE
61-4" �2'-4' 4'-0" STAIR DATA—\
2'-4-
IS RISERS * 154-
15 TREADS v 10'
NOSING
7
—CHASE
BAT
R #
0.
11 101, CLG�
m
2'- 4' ATTIC
-4- -2"
ACCESS a'
CLG.
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IR-1514
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CAP CHASE.
2'- 2�-a`
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V-0' CLG.
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SPUN- PAN LAV. LAV.
31-6 . CHASE
H
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4'-0- 1, a,_a, 1,2'- 0
rDBL STUD
—4xro P05T 4x4 POST
OWNER'S
2040-614 2040-SW
7E 1P. TEMP.
SUITE
S'-0'CLG.
3052-514 3052 - SH
EGRE EGRESS
4'- 4
11 -4'
2 1'- 4'
SECOND FLOOR PLAN
NOTE'
2-8 LOUV. DOOR W/ AIR HANDLER
ON METAL STAND OR 2-6 SOLID
DOOR W1 RETURN PLENUM AND
RETURN AIR GRILLE
CLEAR SPACE BETWEEN THE
4DPAIL AND T14E WALL SHALL BE 2 1/4'
4DR,ddL a 3( '
HANDRAIL a 3r.1
W/ 2X4 RE . NFORCI
NOTE; v
1, HANDRAILS SHALL WAVE EITHER A CIRCULAR CROSS SECTION WITH
A DIAMTETER OF 13/4't 2' OR A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4'
,AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4',
EDGES $HALL HAVE A MINIMUM RADIUS OF VV.
2. THIS RAILING SYSTEM IS DESIGN TO RE51ST A LOAD or so PLr
FOR A CONCENTRATED LOAD Or 200 POUNDS APLIED IN ANY
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON
THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION I(P01.5.1 / FB.C. 2014
SCALE: 3/4'=V-0'
o'-0 3/4' 2ND FIN. FLIe
W- S' BWS. HGT.
NOTE:
STAIRS RISERS TO CC*,FORM
TO P5CR �-TW EDITION e2014).
MIN. TREAD.I&MAX RISER.1
3/4' 3/16' MAX. VARIATION IN
RISERS/TREADS ADJACENT TO WALL Ul/ CAP
EACH OTHER 3/8'MAX.
VARIATION IN ty
CONT�
RISEP/TREAD NDRAIL
4ANDR—AIL
CIRCULAR CROSS SECTION
DIA. TO ME 1 3/4' -1/4' OR
PROVIDE EQUIVALENT
CARASPAISILITY WINDERS- MIN.
W WIDE * NARROW END MIN, 11'
WIDTH 0 12'FROM NARROW
END 34'MIN. HA)40RAIL WST.
IL
0 z
T:
0'-V FIN. FLR.
(2) LAYERS OF 3/4* PLYUJOC
OR(2)LAYERS OF 3/4' SUB
FLOOR MATERIAL RIPS FOR
SOLID NAILNG
SECURE TREADS TO STRW�ER--�
T
WKW-s 31 SCREUM, - �EA
_D
$TRW_.ER, UNTWREADED SwAwl
S
TO EXTEND BEYOND THICKIIESS
N�Or SUB -FLOOR SHEATHIN6,
nB
OLA
77��
3/4'KICK
11 I_lAx. PLATE
$TAIR,��A A:
NOSING 10,
I(OR . 4T
MIN.
15 TREADS 0
10'4 11 NOSING
STOR.
Iz
3-242 SYP STIRIN63ER
REINFORCED tU/2X4 -a"
WOONT. BEAD OF
SUZ-FLOOR ADi-ESIVE
PL'400 OR SMILARE
-2 X 4 RE-R-FORCI�,*
EA. 2 X I? STRIW3ER
EA HORIZONTAL RUN
SECURE WIT241 61-81 O.C.H
2X4 ATTACHED W1 I"
MASONRY -AS - M P�T STAIR SECTION
SLEEPER INTO L,. ,T �.. OA
OF: EACH END, 32' Or— MAX
3/4* T46 SUB FLOOR
GLUED 4 SCREWED
PER FASTENER
SCHEDULE
A R C IN IT E C TS
6
Design
G r Zou po-..a.
L441 N. KVNALL) KtAUAN bLVIJ.
LGINGWOOD, FIL 32750
�LVL'
PH: 407-774,6078
'a
FAK 407-7744078
www�kbdeslognog Up.com
L #. 0 Z25J
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`7
POOR a Lo
SILVERADO
LOT #12
BLK #6
04128.00t-01261
MOD=,
4EGB
"GALEN"
GAP_%QZ BWMWG:
RIGHT
PAGIM
SECOND
FLOOR
PLAN
150 MPH EXP. B./
TD. CALCS - OFF -RIDGE VENTS ONL'
.REA OF ATTIC 1486 SQ. FT.
2&'-10 1/4' MF;r.. WGIT.
[Er FREE VENTILATION AREA REQUIRED 1/300
EQUIRED VENTILATION AREA 1486/300
RooF
4.95
'ENTILATION AREA X SQ INCHES PER FT. (144) 71S.28 SQ. IN.
AIN. REQUIRED VENTILATION .5x 713.28
BKTIIXIl OR
4 UPPER PORTION OF ATTIC
EQUIVALENT
356-64 SQ. IN.
12
)FF RIDGEVENTILAIION AREA 215 SQ. IN. FERVENT
I RAleEr> MAND
356,64/125
OTAL N Of VENTS REQUIRED 3.10122
OTAL III OF VENTS PROVIDED 4
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(UTERI OR OF WALL TO E)(TERIOR Of WALL, NO OVERHANGS I NCLUDED)
W-0 3/4* 2ND
19s'-0 3/4' 2N[) FLIR_
BFF.'r.. W.T.
r ------- I
Bl;;b3. Hr.T.
I ol
Ir. lxr.21
C)ECORATIVE
SHUTTER
10'-0 3/4' 2Nr-> FIN. FL_fP-
&'-D' Bf;r.. ��.
4' RAASEC)
5ANr-> (TY
0--0' FIN. FOR,
IV-0 3W 2 "D
T.
10'-0 3/4' 2NC>
S.-B.
0'- 0' FIN. FLFZO
FRONT ELEVATION
TEXTUR:Er> FINISP
REAR ELEVATION
TEXTURED FINIE,14
10'-0 3/4' 2ND FIN FLR_
0'-0' rIN. rLP-
SfRG. HGT.
B/4' 2ND FIN FLR
51-al 51gin. WGT.
V-0' FIN. FLR.
_1/6- THICK, 3 COAT CEMEENT
PLASTER OVER GRADE '0'
rELT PAPER BACK METAL LATH
O'/ER APPROVED HOUSE UNZAP
OR GRADE T>' rELT PAPER
4-xA'GALv. -L--TYPE
FLAS44K6 SET IN
ROOFW. CEMENT
2x& LEDGER SECURED
FIBEW.LASS bWINGLE5 OVER -30
W/ 1/4: LAI. SOLT
FELT PAPER ON '1/*' ObB.
;4'
LU/ 2 tA MASHER .
SI-EATHiNd OR 1/2' CDX
24' O.C. MAX
PLYWOOD SECURED PER
NAILING; SCHEDULE
k2
LSU-26
2x& RAF�TERS
W-lb, BfIr.. W.T.
-LUS26 W1 (4) 10d.
TO LEOC.ER AND (2) Od'.
TO 2.6 JOIST
2X6 LEC4,ER W/ V2'xS'
T WREADr
=D ROD 24, D.C.
2'- 0'
MAX SET IN SIMPSON
HW.H STREW.TW EXPDXY
6' MIN EMBED.
12'TWIrK, 2 COAT CEMENT
PLASTER APPI-IED
DIRECTLY TO MA50NRY
(4
S. G. D.
(000F
SCALE: 1/2'- 1'-0'
rA R C N I T E C T
5
De i n
G r Zoso.nac.
V
i"l N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup'oom
AA #: 0003326
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RIGHT
PAGZ*
ELEVATION
" D"
150 MPH EXP. B
ARCHnr=cT.
S Ir
TA Or- PLOS
LM-A D X ABOUCHACRA
"AR NO 93723
F-1priNT
DAM 11/8/17
8CAM 1/4"=l'-O"
asacwr
�% 4
OFF RIDGE T
W-0 3/4' 2ND FLR.,L
BRG� - -
1' _ 0'
OFF RIDGE VENT
18'-0 3/4' 2ND FLR.
BRG. 14GT,
_0.
10'-0 3/4' 2ND FIN. FLi2 10'-0 3/4' 2ND FIN. FLR
--- - - - --- --- - ------ -- - --- - - - - - -- - 12 - -- - ---
8'-8' 8'-8' BRG. W.T.
0
v
0'-0' FIN. FL_ R.,� _ _ - ._ _ _ _ _ _ _ _ _ _ _ _ J, 0'-0' FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
IS'-0 3/4' 2ND FLR,L_
BRG. HST.
10'-0 3/4' 2ND FIN,
8'-S' BRGB' HGT�
0'-0' FIN. FLR.(L
LEFT ELEVATION
TEXTURED FINISH
18'-0 3/4' 2ND FLR
BRG. 140T,
�10'-0 3/4. 2ND FIN. FLR
J. a'-B' BRG. FIGT,
0'-0' FIN. FLR
A R C N IT L C T S
6
Design
Grou i2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdosigngroup.com
AA k: 0003325
F
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SILVERADO
LOT #12
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50 MPH EXP. B jJ
ARChp1ECT-
STATE OF FLORIDA
wc
mm 11/6/1.7
8OAIM 1/4"=1'-O"
sigma"
SHEATHING TO LAP
FRAME TO GABLE
CONNECTION 12" MIN
E
TYP
FRONT ELEVATION
m—&' BUTTERFLY METAL LATH o WINDOW COMERS
LilWA WA' 12
U (U WA5
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TYP. 6A
wa<
5 �— J
14'-0' 11'-8' WA
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REAR ELEVATION
0-6' BUTTERFLY METAL LATH • WINDOW CORNERS
A R C x I T E C T a
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PH: 407-774-6078
FAX: 407-7744078
www.a bdasfgngroup.c=
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ARCF FrE-CT.-
STATE OF FLORIDA
r tib
ROLAND A ABOUCHACRA
AR NO 93723
PJUNT
DATM 11/8/17
BCAIM 1/4"=1'-0"
altz=
4 D. I
RIGHT ELEVATION
LEFT ELEVATION
A R C H I T E C T S
6
Design
Grou .nc.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774.4078
www.abdesigngrotip.com
AA M: 0003325 J
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""kALL
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ARCHITECT-
STATE OF FLORIDA
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SCALE: 1/4"=1'-O"
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FIRE
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DRAFT STOP
I-RE-EW3- � FLR. TRIJS5
2x4 NAILER FOR
DRAFT STOP
3/41 f-LYWop
DRAFT STOP
PLAN VIE
DRAFT STOP
DETAILS
4RtISS TO
POST (2)
POST To
HIT 4
rT(I
DEL STUD -
e2) MMTA-16.
--Jill
-TRISS TO 4Xr.
ST (2) MTS - 12
POST TO SLAEr---
WTT-4
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14U-21b o EA.
ENTRY ROOF:
TRUSS TO LEDGER
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LONGWOOD, FL 327W
PH: 407-774-6078
FAX 407-7744078
L www�a&bdesigngroup.com
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RIGHT
PAGIM
FRAMING
PLAN
ELEVATION
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150 MPH EXP. B
r-rxmT .4
DAM 11/8/17
BCAM- 1/4"=V-0"
6
TRUSS TO DBL STUD
W/ WTS-20
DBL STUD TO TRUSS MSTA-3(o
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W/ (2) MTS-12
POST TO BLK HTT-4
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4s I II II =
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CJI II _ _
B3 - _ _
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TRUSS TO DBL STUD
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DBL STUD TO TRUSS MSTA-36
TRUSS TO 4X6
POST (2) MT5-12
POST TO BLK
HTT-4
ROOF FRAMING PLAN
GGA 06/01/IS
TRU55 70 4X4 POST
T MTS-12
P05T TO BLK HTT-4
B4r,E
A R C N I T E C T R
6
Design
Group".2..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdeslgngrouD.eom
AA B: 0003325
F
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LOT #12
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PROJmC
04128.007-01261
MOD=,
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"GALEN"
GARAGE 9WMG:
RIGHT
p"IN00F
FRAMING
PLAN
ELEVATION
150 MPH EXP. B
LF�
A
ABOUCHACRANO 93723
p
MENT
Ta 11/8/17
OCALM 1/4"=1'-0"
N*Emw
7
CONNECTOR SCHEDULE I CONTROL DATE: 01-CS-11
SIMPSON
LISP I
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-Y.
14SO
HTA 16-16
1625
(8) 10d x 1 1/2' I -PLY, Ird 2-PLY, (USP� (10) 10d X 1 0' - NO I&d OPTION)
(2) META-16
IwS
(v WTA 1& -18
2800
(10) l0e . 1 1/2' I -PLY, (USP: (10) 10d . 1 1/2')
25,15
(14) *d 2-PLY (U&Pz NO I&d OPTION)
WETA-16
low
HTA 16
TWO
(S) 10d x 1 1/2' I -PLY, (W I&d 2-PLY USP: (10� 10d x 1 1/2', NO I&d OPTION
HETA-20
Islo
HTA 20
1010
M 10d . 1 1/2* I -PLY, (8) l6d 2-PLY USP� (10) 10d x 1 1/2', NO 16d OPTION
>_
(2) WETA-20
2035
(2) HTA-20
32.30
(10) 10d x 1 1/2* ]-PLY USP; (10) 10e x 1 1/2'
2500
62)166 2-PLY (U5P: NO lbd OPTION)
0
LGT-2
2150
LUGT-2
1550
(1) - 1/4' x 2 1/4' TITEN, 2 (USP; SILK (5) 114' LIB, WOOD (16) 10d
DETAL-20
24910
DWTA-20
2430
(10) . 10cl x 1 1/2, 1 PLY
MGT
3965
MUGT
4115
(1)5/0' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22) 10d TO WOOD (USP:(2S)I9>dTOW000)
HST-2
101500
HU3T-2
s1w
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (a) lod�
HGT-3
10530
HU3T-5
W60
(2)3/4'A.T.K IN HIGH STRENGTH EPDXY (MIN. WOMBED), (16)10d TOWOOD (USP,tJkJ000(WI0e)
LGT3-SDS2.5
3285
LUGT-3
3525
(12)SDS 1/4'.3'TOGIRDEP, (4)3/8'. 5' TITEN HD TO WALL (USP: CONIC. (4) 316' X S, WEDGE BOLT, WOOD (12)W625)
LTA2
12�0 PARALLEL TO WALL
12 0 PERPENDICULAR TO
WALL
LPTA
1510
(10))Od x 1-1/2' (USP: (10) Tod x 1 1/2'
VGT
4%40
NO USP CONVERSION FOR SIMPSON VOT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 1/4'X3' TO WOOD
(2) VGT
1195
NO UBP C4�NVERNON FOR 51 (2) VG7)
(2? S/8' AT.R. IN WIGW STRENGTH EPDXY (MIN. 12' EMEIED), (32)-SD8 1/4X3' / 2 PLY
MTO-12
low
MTW 12
11w
(14) Vol . 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
WTS_T6
1150
4TW 16
1260
(16) led x 1 1/2' (USP: (16) lod . 1 1/2', (16) l0e)
WTS-20
1450
WTWI 20
1530
(24) 10d x 1 1/2' (UeP: (24) 10cl x 11/2', (20) 10d)
WTS-24
1450
WTWI 24
1530
(24) 10d . 1 I/V (USPi (24) 10.1 x 1 1/2', (20) 10d)
LSTA.r2
925
LSTA 12
930
(10) Tod U&P: (0) Old
LSTA-18
1236
LSTA 16
1235
(w) ice USP: (14) 10d
MSTA-18
1315
MSTA-18
1310
(14) IdDal USP� (14) We
V)
M$TA-24
1640
M5TA-24
1640
(16) lod U&P. (1w Ice
CL
MSTA.30
2050
MSTA-30
2065
(22) 10d USP, (22) 10d
<
w
MSTA-36
2050
MSTA-ir.
2065
-
(26) led USP: (26) 10d
I-_
MSTI-3&
3800
KSTI 256
3ow
Ice x 1 1/2' USP; (3( b) 10d x 1 1/2'
V)
MSTI-48
S"5
KTSI 248
5140
(49) 10d x 1 1/2' Uap: (46) 10d x I t/2'
Hr.
Sao
LFTA 6
1210
(8) Be TO PLATE$, (8) 8d TO STUDS CUSP: (IS) gid x 1 1/2', OW Sol)
SP4
805
SPT 4
545
(6) 10d . 1 1/2' TO STUDS USP; (6) 10d . 1 1/2' TO STUDS
A314
3115
MP 34
3w
(4) ad x 1 1/2' TO SEAM, (4) Sd . 1 1/2' TO POST. USP� (4) Sd � 1 1/2' TO BEAM, (4) ad x 1 1/2* TO POST.
HC_P2
645
WWCP 2
a"
(IV 10d � 1 1/2' USP: (10) 10d x 1 1/2' TO TftS$, (10) loci X 11/2' TO PLATE
HIOA
1140
RT I&A
Isso
(w 10d x 1 1/2' USP� (W iOd x 1 1/2' TO TRUSS, (0) Vol X 1 1/2' TO PLATE
VGT 4HDU4
4S40
PWID 4A
5215
(J6)-SDS;/4'x3'T0 WOOD, (10)_606 1/4'.21/2' W/ THREADED ROD, (2) NUTSALIASHEIR/2 PLY
USP: �,/S' ATIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W&3 WOOD SCREWS
VGT 4 WDIS
41340
TDX 10
)0140
(16)-SDS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAL"SWER/2PLY
USM 1/8' ATIR MrN.'I' EMBED SET IN HIGH STRENGTH EPDXY, (4) I/8'TWIRT.1-50ILTS
ABU 44Z
2200
1 66915
PAU 44
253-1
911,15
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.� IN CONIC, (12) Tod TO WCIOD USP; SAME AS SIMPSON
ABU b6z
21000
12000
PAU 66
2380
V.005
(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'I* EMBED.) IN CIONC., (12)ird TO WOOD USP: SAME AS SIMPSON
V)
LTTIt ...
1340
LT$ IS
i2es
(1) 3/4' A.TK IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN coNic, (SAOd -To WOOD USP.� SAME AS 991PSON
w
0
:c
L7720B
1500
—
LTS 20B
Ties
—
(1) 1/23A.T.R. IN WIC144 STRENGTH EPDXY, (MIN. I'EMBIED.) IN CONC, (10)10d TO WOOD
USP� /4' ATIR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10� 10d x 1 1/2', 2-1/2'
C)
z
WTT4
4455
HTT45
4T60
(1) 5/8'A.T.ft IN HIGH STRENGTH EPDXY (MIN. V EMBED,) IN CONC_ (10) SD-10 X 1 1/2' (USP: (20)16d X 2-1/2')
USP WAS MORE NAIL OPTION& (20) Od, (20) 10d x 1-1/2', (20)16d x 21/2'
<
WTT5
5ow
HTT45
5005
U(I) 5/8'A.TR IN HIGH STRENGTH EPDXY (MIN- I'EMSED,) IN CCNC� (26) I&d X 2 1/2'(1,16M (20) *d X 2-1/2ff)
SP WAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20)16cl x 2 1/2'
WWDQII-SDS 25,
II)DIO
UPHD 11
143S5
(1) 1' A:rR IN WISH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC� (24) SDS)'�' . A' WOOD SOREWS (USP: (24) W63 w000 ScREws)
HD15
6645
TDXIO
10140
(1) 1/8' AS. IN HIGH STRENGTH EPDXY, (MIN. 7EMSED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP, (4) 1/0' BOLTS)
V)
MSHA 3.56/11.25
3415
5330
Nrm35xl2u
2580
1130
SIMPSON, (1) 3/4' ATA IN HIGH STRENGTW EPDXY (MN. 6.15* EMISIEDMENT� IN CPtU. TOP, (1) 3/4'
8,TREWT 'TO BEAM
A.TR IN HIGH W EPDXY, (MN. 6.15* EMBE61-ENT) IN rMJJ. FACE, (18ACd
U.)P: (1) 1/2'J-BOLT W1 MINIMUM 6: EMBED- 4 NOT LESS THAN 4'FIROM EDGE or CONC W1 3/4' DIA ITW
RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MrN. S' EMBED DEPTH INSTALLED IN THE FACE,
(W) hOd AT JOIST
w
ILLJ
0
WUSC412 (WOOD)
3635
2660 (FLR)
WLIS4121F
3060
2110 (FLR)
(10) W be TO HEADEP, (10) I&d TO WOOD U5P1 SAME AS SIMPSON
3265 (ROOF)
3325 (ROOF)
z
<
WUC410 (CMU)
low
41320
HD410 IF
1305
so"
(IS) 114'. 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD� (USP; (16) 114'. 3'1163 SCREWS, (10) 10�1 To WOOD.
USP (20) 3/16'TAPPERt (10) Ve TO WOOD
HUC210-2 (CMU)
Iwo
SOL36
WD210-21F
1305
50"
I
(IS) 1,/4* x 2-3/4'TITEN (S PER FLANGE) TO CMU, (10) 10cl TOWOOD; (U&P: (18)1/4'.3'U*3eCRELVS,(tO)101�ITOUJCCO.
U$P 20) 3/16' TAPPER., (10) 10d TO WOOD
WUC210-3 (CMU)
Is"
508S
WD210-51F
1305
5000
(10) 1/4'. 2-3/4'TITEN 03 MR FLANGE) TO CM, (10) 10d TO WCOD� (USP: (18) 114m x 3'WS3 SCREWS, (10) 10d TO WOOD.
USP (20) 3/16' TAPPER,, (10) 10d TO WOOD
I-C-OLM26-2-SIDS
1430
5
LGL"&-2
2125
bees
( S' . 4 IT H��W M (�7 CMU, (4)1/4' X 2 1/2' e0b SCREWS TO WOOD,
LT., 3 L=4 TO
tj:�3(/4) /S: T
X 4 ta SC� WS
WIGW STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITIECT/ENSINEEIR Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT 16 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID wl GROUT.
0d COMMON NAILS CAN ISE SUBSTITUTED WITH loel . 1 1/2' NAILS IN CONJUNCTION WITH A 2331 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 RECIUMED FOR THIS APPLICATION
RIOR TO INSTALLATION.
... MINIMLIM EMBEDMENT INTO THE TOP Or A BONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION LULL BE I'
0
AT.R. - A-30-1 ALL THREAD ROD (size, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE Or THE WIDE VARIETY Or MATERIALS, LOCATIONS, AND CONDITIONS TWAT MAY AFFECT CONNECTORS, THE =NTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPERCORROSION PROTECTION
IS USED�
UPEN USING STAINLESS STEEL CONNECTOR$, USE STAINLE66 STEEL FASTENERS. WHEN USING ZMAX / WD-3 GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3
USE OF EXPANSION ANC44ORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST WAVE WRITTEN APPIRDvAL FROM THE ARrWITECT/ENGINEER Or RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011','WIG14 WIND -RESISTANT CONSTRUCTION F-C-AURC-AG*, AND ANCHOMW. 4 FASTENING SYSTEMS FOR CONCRETE I MA50NRr'
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. 1
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x &
UP TO E,'-4'
DBL 2 x a
5'-4' TO I'-&
DBL 2 x 10
1'-0' TO
DIBIL 2 x 12
10'-C' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DISL 2 x r.
UP TO 5'-o'
DIBIL 2 x 6
V-0' TO r.'-4'
DBIL 2 x 10
r.'-4' TO 8*-0'
DIBIL 2 x 12
S'-g>* AND OVER _j
FRAMINIG NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (rt.)
UP TO
5._01 TO
a.-O.
U.N.O.
4'-Il 1/2'
1'-11 1/2' I
AND Up
NUMBER OF HEADER STUDS
SUPPORTING END Or HEADER
1
2
3
NUIMIBER OF FULL LENGTH STUDS
2
AT EACH END OF: WEADER
1
3
2 x 12
2 SYP)
NAIL (3)12d 0 (.1-81 O.C.
TYP. 2x12 BM./HDR.
1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.o:
TRUSS TO MASONRY/CONCRETE SHALL BE META-Iro
FLOOR TRU55 TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
NE) AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
TIRUS5 TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRU55 MANUFACTURER.
's F
4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINC OR LOCATIONS,
PROFILE, AND SIZE OF ROOr/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.0 ON FRAMING PLAN
ro. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA,
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP Or TRUS6 BEARING.
B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 F15C RESIDENTIAL-51ECTION R302.12.
S.REFER TO DETAIL & SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A It C N I T 9 C T 8
6
GrMm ign
oINUSIOR..
AiN - RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
AA #:0003325
C,
7
rat"077. a Eo N
SILVERADO
LOT #12
BLK #6
PRO
04128.00 -01261
mopin,
4EGB
"GALEN"
GARAGM 81rWC1,
PAO]Ilh
CONNECTOR
SCHEDULE
150 MPli EXP. B
RINT
DATmh 11/8/17
a BCAXJB: 1/4"=V-0"
01111mm
7. 1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125,V OUTLET
20 � 04LI! "Ll!
HOY CUTLET
Z4�
10V OUTL2T
`ew=cwLV UWAM
TU20
CFI
HOV OUTLET
=rffp`n9-`HlVT'Aol"'
MMTAW
EE]TW-RO
--
I
1
GROUND F�l
WHERI.IFTER
IV
IN PATI
I SUATCH 3-ULAY ompt.
64 OUTC44 4-WAY OPER
po �L MOU47W
Lla� 0�
CEIL— L—
� vp V� 1110OF
"I
01
"o, Menem cm SWITCH IN
CABINET GFI(
PM-oltm iff
HOOD LUIRE Wl-, I -
WNT. FM I CRI MR M FT� OUTLET FOR 45 --
FUTURE MICRO I i I
1�41
PRE-UJIIRED
v-
F�-- 1 0 - -3:� CLG FAN
BLJLMR� -
MU04 22'-1"
RI D�
LIC
*IT AROlM
2- FLUOREWANT OUTLET < GFIO
=4 4- MUCRESCEW FOR DW I -
KITCHEN
4- Tft� LhS� L
cz;;im PA�IEL
METER
PAN T
0
S OR
$14 L DWT�
6/co "CTIM
oull.
IVO� LOWT
BOLL,RD
1"TURAL .5. FOR As REQ.
cXITLET PRE-LUIRED 0 ARAGE PER 51-Da
MLM14a* JACK CLG PAN DOOR CODE
FLEX
Aht �HH 640
01600"CT� - Fn�
EWDR
FOYER
1� --, METER
F-1 KEYLESS Uj FIELD
z
VERIFY
d1flLW4 sox w0w FIXTURE LOC.
70 ME SUPPOWHED N 11
J-wx ACCORDANCE UY 6 F I
MARKMO Ab SUCW GARAGE IRRIGATION
DOOR COUTLET a
FOR
I�V To... . "CHIMES PREWIRE 4a' A.F.F.
ACCOPO4NCE Z. FOR
run%, Glel
PORC t
v
wo- - -- - - - - - - -
NCTF5:
LOCATION Or TV JACKS 4 PHONE OUTLETS 4
FANS To BE VERIFIED 0 WOMEOU)NER
PRE-CONI MEETING. OP.
ALL RECEPTACLES IN ALL HA151TABLE - - - - - - - - - COACH
ROOMS TO BE ARC FAULT PROTECTED PER - - - - - - LIGHT
ELECTRICAL PROVISIONS Or F5CR 5TW
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT. FIRST FLOOR ELECTRICAL PLAN
GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT)
DISI-�R DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS Or SECTION
MT101Z P142,
LAUNDRY ROOM RECEPTACLE 844ALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PER--ONEL ON FEEDEF;ro
WIRIW. METHOD 644ALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS or
STH 1�� (2014).
ALL IJORK COMPLY UJITH ELECTRICAL
PROVISIONS OF ?WE PBCR 5TW ED (2014),
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(We � -02)
HOUSE PLAN: MODEL GALEN"
LOAD INFORMATION
VA
2� SQ Ot� �OHMIG X 3 VA PM SQ
`2"
�cfi CH-uff AT 1500
e000
I �Z AT N� PUTS �=!G OR COOMP/O�
�2000
I VA� �!FM
�500
L
1200
cwTA" DRYM
H-0
DISPOS�
wo
�ROVAVE
ft�.-TOR
UBTOT" OF G=� W"
—96
F� 10 WA OF O� W� AT 1MX
lomo
4 A . .4
—
� O�� W�
MO78.4
�5 TON MAT PUMP (W/ 5" ==O=Cy EM&T
al � . —
�5 TON COO�G SYS� 40 � 1 240 VA-
- .000
� O.N=� -"
2101S.-
NET MT� Hv�
"0
TO,
eoele..
CALCULATED LOAD FOR SERVICE
-_29LTA�C VA/240
, Rn A
--MF CASE 'MMUO - EUGEIMT WA, IDAD
U=rO FOR c�"Mm.
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,2S3 vA
3000 vA a 100%, REMAINDER * 359.
NET LOADi 6,13415 VA
RANGE: 120M * 10% 5,400 VA
DRYER: 5)Z" * 10% 3500 VA
TOTAL IS,84S VA
NEUTRAL AMPACITY: 18,48S / 240 - '18 A
2 AL MINIMUM NEUTRAL CONDUCTOR.
PROVIDE 3-2/0 CU, THLIN - ft CU IN 2* CONDUIT OR 3
4/0 AL, THUN . 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.)
I I
IF;,O AMf=ELECTRlG,4L R15ER
NOT TO SCALE. e COM51NATION SERVICE M10 AMP
DISCONNECT WITCH AND 120/240 VOLT
GENERAL NOTES: ELECTRIC METER IN 1 PHASE
A , ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS Or THE PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
13. ALL CONDUCTORS SHALL BE TYPE THWN/TLIUN UNLESS I MC5
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I P14ASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 11 COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
-2/0 ALUMINUM (AL) IN 2' . DIA SCHEDULE W PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE ABLE TELEV1511IN
ENTRANCE SERVICE EN.
EQUIPMENT EQUIPMENT
� C
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF: THE F5CR 5TW
EDITION (2014).
5/8" DIA X 8 FT LOW. COPPER CLAD GROUND ROD
A R C N I T I C T 3-1
De E
G r aousrO, .
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
wwwLbdesigngroup.com
, *1.0003325
I"BUSDIV. &s WT.;l
SILVERADO
LOT #12
BLK #6
1pxojwTjp
04128.000-01261
MODUIU
4EGB
"GALEN"
GAIIIIIAGM BWDgG-.
RIGHT
1PAGr.
FIRST
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B
ARCHRECT:
IF STATE OF FLOMA
a
I ,
-eZjjj 11/8/17
8CALM 1/4"=V-0"
sign= (13 1
ELECMCAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
125-V OUTLET
W � 6INGLE !IVU!
=14D
tIOV OUTLET
=In
IWV CUTLET
GFI
WV OUTLET
—(T=m
"E"TANT TIFE,
M@
220V OUTLET
f4l AM C04JUCTION
UP
EXT WATMWROOF
6� PAIXI
OR
CUTLET
NvpqlipTER
8111IT04
1+
1%
WTC14
4-WAY OF-Elt
�_o
"LL
3::�
VP
N
FAN
cm ran ea
1194T. PAN
IIvL`4I`T
fencs
77-1
=
I W. LOW
Ezomallillill PANEL
O&Q. I METER
rim i
� �D
stiom 09TECTM
I
'
6AtLJM0&-"
801852r..
Sir
'0
siam o"cTm
1ILALL 01 A DISTANCE
M NOT U!" TWIN
Fwm BALL
�ANT L�T
NA ISMA
CUTLET
ATElIt
0-1 f=aRCT
TV. MLG�04
LOCATION OF TV JACKS 4 F44ONE OUTLETS
FANS To BE VERIFIED * WOMEOUNER
PIRE-CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HAISITAMLE
ROOMS TO BE ARC FAULT PROTECTED PEN
ELECTRICAL PROVISIONS Or F15CR 5TH
AMP 9&1 ICATED LAUNDRY CIRCUIT.
GFI * ISLAND (NOT ON KITCHEN CIRCUIT)
r.>I544IUA8+4ER DISCONNECT TO ME LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15013 P14).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
UIIRIWG METHOD $HALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS Or
5TH ED (2014).
ALL WOW TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR DT�4 ED (2014).
BDRM.#3
BDRM.#2
PRE-UARED
CLG FAN
PFE-LUIRED
CLG PAN
PRE-LUIRED
C:LG PAN
BDRM. #
LL MOUNTED
SIC0
LIGHT W/SWITC14 IN
�IATTIC
IAUN.
�111 TCH
FOPT,
OPT,
r
_>� i
(a I QD
I'R A
7? L
0.
13AT
w.i.c
PRE-IUIRED
CLG FAN
— _3:�
OWNER'S
SUIT
It
SECOND FLOOR ELECTRICAL PLAN
F—A R C N I T I C T II
6
r%a
Dolegsign
rouo
.a
Group...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesign9youp.com
AA #,. 3325
rt
P-Btnmlrv. a ZOM
SILVERADO
LOT #12
BLK #6
Pa0im"
04128.00'0-01261
MODIEU
4EGB
"GALEN"
GARAOR ININWO:
RIGHT
PAGM.
SECOND
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B 0;
Mr-HrrECT.-
STATE OF
"OrTa 11/8/17
MALM 1/4"=l'-0"
Dew=
�. 9
P-Btnmlrv. a ZOM
SILVERADO
LOT #12
BLK #6
Pa0im"
04128.00'0-01261
MODIEU
4EGB
"GALEN"
GARAOR ININWO:
RIGHT
PAGM.
SECOND
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B 0;
Mr-HrrECT.-
STATE OF
"OrTa 11/8/17
MALM 1/4"=l'-0"
Dew=
�. 9
HVAC NOTES
L ALL P110164SCAL ISSIS!"W @WALL ME FWAVOW Wr"4 P CLL#J%4mm Pm SOWIMA rm
MKIL
2. ALL =IlCT WIST" WALLED N MON-CONDMONED APOM l"L ME OCNWfWJMW OF A VALUE
OF NO LESS THEM " RATM ALL IWAMS SMALL ME SEALED SM 41 PAS 4 PlIASTIM A4D
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ALL EXPOSED MEMBERS
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6
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41 N ' RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-774-4078
www.abdosigngroup.com
SILVERADO
LOT #12
BLK #6
04128.00t-01261
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DATM 11/8/17
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METAL LATH ON FORTIRBER
JUMBOTEX GRADE *0' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' 51
16 PRESENT
--PRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
W1 (2)12d's * EACH TRUSS
Typ TO BE INSTALLED -s MID,
POINT OF TRUSS SPAN, OR
01-01 O.C. MAX,
SECURE GABLE TO 2xro P.T._j L -
PLATE W1 126's V O.C. MAX
SECURE 2x& PT. PLATE To
BILK W1 j'xV ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY I -
EMBED. MIN. ID 32" OC. MAX�
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTERAPPLIED
DIRECTLY TO MASONRY
1—STORY GABLE
A� BLOCK WALL
SCALE; 3/4'.1'-0*
VX4' OR I-XV P , T, NAILER
1,4 PT, OR "14"MK SECURE
4 r
TWRU FRAt-E z) TEND I-V
114TO III IW TAPCONI
OR
IM14 SIZE
MR4AD SIZE ivo
MR EMBEDMENT I-V
WITHIN 8' OF; EACH END 4 IS'
OZ. MAX SPACING
—CM
DO J-A-MBOR WINDOW
ATTACH TO 2X FER
MAKFACTURES DETAILS.
NOTE� SWIM AS NEEDED TO PLL"Ib JAMS (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
U—AA_� WINDOW TO BLOCK +3Z4 OR +5/4
2X4, CM
SECURETO BLOCK tU/ )6
TAPOONS OR DRIVE PIN
(MIN. SWANK SIZE .14b
MR HEAD SIZE 300
MIN. EMBEDMENT I V)
WITHIN 0* OF EACH END A
_. MAX spAc4a.
Ia. or
2>eA,: CIO
SECURE TO BLOCK M12�%*
TAPCONS OR DRIVE PIN
(MIK SWANK SIZE J45
11
M . HEAD SIZE 2-00
1,
MK EMSEDMIENT I V)
WITHIN D'OF EACH END t
18' OC. MAX SP '
'ACINC
2X8-. CSM
SECURE TO BLOCK
TAPCONS OR r 'IN
.'VE
I'-' OR NAILIER
(MIN. SHAW, SIZE WB
DOOR CASW.
MR HEAD SIZE 300
N
DOORJAMB OR Wl DOW
MIN. EMBEDMENT I V)
ATTACH TO 2X PE R
:>
WITHIN S' OF EACH END A
18'OjC. MAX ePAC '.
W
MANUFACTURES DETAILS,
NOTE, SWIM AS NEEDED TO PLUMB JAM15 eDO NOT EXCEED V)
DOOR JAMB TO BLOCK +
JIT/l/
2�"
WINDOW TO BLOCK +
SCALE, 1'.I*-V'
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK I.
(1) 4S REEAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALLIES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
.PRECAST SILL
(1) S RE15AR VERTICALLY
W/ CONIC. POURED CELL
lx2 P.T. FURRING STRIPS
im 16 1 O'C'
.61 CMU
1/21 GYP. WL. BID.
-WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RSCI5.21 ON �,.' O.S.B.
SHEATHING OR I' c:r)x
PLYWOOD SECURED FIER
FASTENER SCHEDULE
P.T. Ix2 W1 MTL, DRIP EDGE
2x4 OR 2xro SU5-15AND
PER ELEvATION5
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRU56 ENG. FOR SIZE 4
CONDITION.)-
0.5.15, SHEATHING OR J'
COX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
-116- THICK, 3 COAT
PORTLAND CEMENT PILASTER
OVER EXPANDED GALVD
METAL LATH ON FORTIFIBER
JUM50TEX GRADE 'r.>*
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x& P.T.
PLATE W/ 12d's VO.C. MAX
SECURE 2xro PT. PLATE TO
aLK W/ J'xS' ANCHOR BOLT
W/ 2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY '1�
EMBED. MIN. o 32' OC MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES W14ERE 'X' BRACING
15 PRESENT
f:IRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's a EACH TRUSS
TO BE INSTALLED o MID. POINT Or
TYF, TRUSS SPAN, OR 10'- 0' O.C. MAX.
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
j'G`T-PeUM BOARD OR J'
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 6 24' O.C. tv INTERIOR
KNEE WALL
CONC. FILLED LINTEL BILK W/
(1) S REBAR CONTINUOUS
DIRECTLY TO MASONRY
1-STORY GABLE
W/ VAULT CLG.
UI-B-p) BLOCK WALL
SCALE: 3/4'-I'-V
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST 5ILL
(1) 05 REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 1`17. FURRING STRIPS
6 Iro, O.C.
a, CMU
1/2'GYP. WL. BID.
WOOD BASE
NOTE:
PER rMCR W5.21 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 19
PERMITTED BUT MUST 15E FIER ASTM D22(o TYPE
11, ASTM D 466S TYPE Iv, ORASTM D &-IE�l
2X4. =
2X4, CM
ZX4, CM
SECURE To BLOCK IU/
SECURE TO BLOCK iLV
SECURE TO BLOCK a�l
TAPCONS OR DRIVE PIN
TAPC4:;NS OR DRIVE PIN
TAPCON6 OR DRIVE PIN
(MIK SWAIK SIZE 14�1
(MIN. SHAW SIZE .45
(MIN. SHANK SIZE .145
MIN. HEAD SIZE
MIN. HEAD SIZE 300
MIN. WEAD SIZE 3CO
MR Et-IIISECtIENT I Y
MIN4 EMIEIEDMENT I YA')
MIN. EMBEDMENT QW)
0, or
WI!HIN _ EACH END
Ia _IW
OC- MAX SPAr
WITHIN 8' OF EACH END A
IS' 0C. MAX SPACING.
WITHIN &' OF EACH END a
V OZ_ MAX SPACING-
2X6, cm
SECURE TO BLOCK 11112
TAPCONS OR � Pl�
NOTIE- STRUCTURAL 2X MUST
BE ON CURIED
CUTSIDE 4 SE
2Xb. CEO
sErupm TO 8L
T— OR =Eupl�%
11
L 2x MUST
2X&: Mm
SECURE To BLOCK WA 114'
TAPCONS OR OF I'VE P;N
11012� STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
(MIN. SWAJK 5 ZE"
'4S
MIN. HEAD SIZE Z00
THROUGH NON-STF=TUIkAl_
�W TAPCON MR I-J'4'
(MIN. SHAW, SIZE J45
MR HEAD SIZE .5co
-
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
(mR e"Aw, SIZE .145
MR HEAD 84ZE 300
I
TWROUGW NON-STFLICTURAL
%' TAPCON MK I -A 2-
MR EMBEDMENT 02'�
EMBEDMENT INTO ISLOCK
MIN. EMBEDMENT I Y.-)
V TAPCON MIK 1-Y�'
MR EMBEDMENT I YA*)
EMBEDMENT INTO BLOCK
WITHIN VOF EACH
WITHIN 8' OF EACH END 4
EMBIEDMEN INTO BLOCK,
1111111118' - EACH END I
IS'OC. MAX 6 ACnr
A DRYWALL
W OC. MAX SPACING,
a, cl-lu
15'0,C. MAX SPACING.
Ji' DRYWALL
2X8.
SE0JRE T BLOCK IV�l'
VX4' OR I-X2' P.T. NAILER
2XS,
SECURE TO BLOCK W12-%'
W DRYWALL
2X8, 0=
SE RE TO BLOCK WA-114'
CU
VX4' OR 150' P.T. KAILISR
TAPO" OR DRI N
VE
0A.B. X 4' MIN.
TAPCONS OR DRIVE PIN
I'XA' OR I'X2' P.T. NAILER
TAPCONS OR DRIVE PIN
36'0AS. X 4'MIN.
(MIN. SWANK. SIZE J45
DOOR CASING
(MIR 0�4ANK SIZEJ45
DOOR CASING.
rMR SHAW SIZE J45
MIN. 44EAD SIZE -100
DOOR JAMB OR WINDOW
M . HEAD SIZE _mo
DOOR JAM15 OR UNDOW
MI Ill. HEAD SIZE 3
DOOR CASING
"—DOOR
M IN EMBEDMENT I Y,-)
ATTACH TO 2X PER
MIN
EM115EDMENT I Y")
ATTACH TO 2X PER
M EMBEDMENT 01�-)
JAMS OR WINDOW
WITWIN &'OF EACH END 4
WO.C. MAX SPACNG.4
MANUFACTURES DETAILS.
WK
ISV�ITWIW 0' OF EACH END 4
OC. MAX SPACING.
MANUFACTURES DETAILS.
WK
ISITWIN S' OF EACH END A
O.C. MAX SPACIW�
ATTAC44 TO 2X PER
1ARFACIURES DETAILS.
NOTEl SWIM AS NERIDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK++ 15Qp"
WINDOW TO BLOCK 11�5� 6
SCALE:
2XA:
SECURE To BLOCK W/
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE J4!�
MR HEAD SIZE -14M
MIN. Emsmn_.� I j".)
LUITWIN &'OF EACH END i
18' O.C. MAX SPACING.
2X6; CEM
SECURE To BLOCK Wa-v
NOTEi STRUCTURAL IX I'IUST
TAPCONS OR DRIVE PIN
BE ON OUTSIDE A SECURED
(MIN� SHAW SIZE .145
TWIR01.414 NON.STRUCTURAL
MR HEAD SIZE 300
'TAPCON X I- I
MIN. EMBEDMENT 1)A*)
EMMBEDMENT INTO OCK
WITHIN $- OF EAC"' r
cm
k—I'X4'
IS' O.C. MAX SPAC
h' DRYWALL
2X& clim
CURE To BL
SE TO BL
OR V.1- I 14AILEII
TAPC4" OR DRI N
' - P'N
—V PT. X 4- MR
(M K SWANK SIZE .145
7
—DOOR CASING
MIN WEAD SIZE 3"
ZE �y
DOOR JAMB OR WINDOW
MIN' I)")
'
TTACWI TO 2X P"
U7�EMBEDMENT
EACH
M.A.T.. DETAILS.
SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)W)
DOOR JAMB TO BLOCK +2 1/1"
@__MtLD 2 1/4
WIN _Q�WTO B�LOCK +
D $CALE,
NOTE- SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
�F_\�_WIND� W TO BLOCK +3"
. . ) gr_ALE�
2X4: co
SECURE To BLOCK W/
TAPCONS OR DRIVE PIN
(MR 6WANK SIZE J45
MIN, HEAD SIZE 300
MIN. EMBEDMENT IV)
WITHIN S' OF EACH END 4
IB' OC. MAX SPACING,
NOTE� STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
2X6: CEO
%' 7APC4N MR 1-Y,
SECURE TO BLOCK W12-%
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE .145
MR HEAD SZE -100
)V DRYWALL
MR EMBEDMENT I jv -)
WITHIN 6' OF EAC44 END 4
—I-XA- I'X2'1-.T, NAILER
10'0,C. MAX SPACING.
2ND 2X SECURE TO
2X& c3m
STRUCTURAL MEMBER W/(2"2d
0
CURB T BLOCK W/2 %,
SE 21;%-
WITHIN &'OF EACH END A 6.
TAPCONS OR DRIVE PIN
To a _. MAX
or
(MIN. SWANK SIZE.10
DOOR CASING
MIN. HEAD SIZE .300
DOOR JAMS OR WINDOW
NT
MR DI-ENT)V)
ATTACH TO 2X PER
WITWr`N`lV0rFSACI)4 END t
18'0,C. MAX SPACING.
MANUFACTURES DETAILS.
NOTE� SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEEDAW)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
NOTE, SHIM AS NEEDED TO IOLUMB JAMIS (00 NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3-7/16"
@WINDOW TO BLOCK
__3�ln�ALIIE;
+3-7/16"
1-0--V
2>14� CEO
SECURE TO BLOCK WJ14-
TAPCZNS OR DRIVE PIN
(MR SHAW, SIZE .145
MIN. HEAD SIZE 3W
MIN. EMBISOMENT 1 YV
WITHIN VOr EACH END A
IS'O,C. MAX SPACING.
2Xb: CEO
SECJpE` To BLOCK WA."'
TAPCONS OR DRIVE PIN
STRUCTURAL MUST
(MIN. SHAW, SIZE J45
BE ON OUTSIDE d SECURED
MR HEAD 612E _3M
TWROUGW NON-STPUCTURAL
MR 015EDt-ENT I Y4-)
V TAPCON MR IAW
WITHIN S' OF EAC14 END 4
EMBEDMENT INTO BLOCK
IWOC. MAX OPACING�
a, cm
�)J'
2XS, CEM
DRYLUALL
SECURE TO BLOCK WA414'
TAPCONS OR DRIVE PIN
VX4' OR I'-* P-T. NAILER
(MIN. SHAW SIZE .145
V P.T. X 4'MIN.
MR HEAD SIZE 3
DOOR CASING.
MR EMBEDMENT I YA-)
WIT141 0' OF EACH END 4
N :>
DOOR JAM15 OR WINDOW
Is- O.C. MAX SPAC-ft-r.
ATTArW TO 2X PER
MANUFACTURES DETAILS.
NOTE, SAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
BLOCK +3 3
WINDOW TO /4"
SCALE�
A R C N I T E C T 3-1
6
G r ZDe I n
oso.n2c..
I
60 —
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup com
AA #: 000332E�
9�
E
SILVERADO
LOT #12
BLK #6
1paoinow
04128.000-01261
MODEM&
4EGB
"GALEN"
GARAGM 8WMG:
RIGHT
IPADW.
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTEJS
150 MPH EXP. B
ApcHrrEcT
STATE OF FLOMA
1-1
mm 11/8/17
8CALM 1/4"=l'-0"
I D 3
FIBEF74GLASS SHINGLES
FIBERGLA55 SHINGLES
OVER 030 FELT PAPER
OVER 030 FELT PAPER
�2x4 BLOCKING BETWEEN
FIBERGLA55 SWIW-%LES
INSTALLED PER F5CR
INSTALLED PER FBCR
TRUSSES UJ14ERE 'X' BRACING
OVER 030 FELT PAPER
"0521 ON I,' 0.5B.
RS0521 ON a' 0,615.
15 PRESENT
INSTALLED PER FBCR
SHEATHING OR J' COX
z
5WEATWIN6 OR J' COX
Rsor,2:1 ON J, o.s.e.
PLYWOOD SECURED PER
PLYWOOD SECURED PER
SHEATHING OR �' CDX
FASTENER SCHEDULE
FASTENER SCWEDULE
_—PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG TRUSS
SEE ENERGY CODE FORMS
PT. IX2 W/ MTL. DRIP EDGE
:)RIP EDGE
cONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE \\'�SEE
ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP E1113E
FOR INSULATION R-VALLIES
�
2x4 OR 2x(o SUB -BANE) PER
W1 (2)12d'a 6 EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
'ANr
2x4 OR 2xro 5UB-E >
I- GYPSUM 50ARD OR
ELEVATIONS
P.T. IX2 W1 MTL. DRIP EDGE
- r
I sypsum BOARD OR
PER ELEVATIONS
HIGH STRENGTH C:LG.
VENTED ALUM. SOFFIT
2x4 OR 2xiO SU15-15AND
HIGH STRENGTH CLG.
VENTED ALUM. SOFFIT
BOARD
PER ELEVATIONS
BOARD
DOUBLE TOP PLATE
TWIST STRAP VERIFY W/
STIFFBACK (SEE SEALED
VENTED ALUM. SOFFIT
SIMPSON
WINDOW HEADER SIZE
TRUSS PLAN
TRUSS ENG. FOR SIZE 4
SEE ENERGY CODE FORMS
1,0000 UPLIFT
SF12 10 EA.
VARIES PER WIN
I, =w
CONDITION)
FOR INSULATION R-VALLIES
RT
CONNECTOR
2X8 STUD
OPENING SEE WEADER
ADER
WINDOW ATTACHMENT AS
SPAN CWART FOR
PER MANUFACTURES
SECURE 2x4 PLATE TO WALL W1
GYF 'SUM BOARD OR
2xB SYP 02
DETAILS
\F— SPECIFICATIONS
i 'xV THRU-15OLTS im 32' O.C.
WIGH STRENGTH
DEL TOP
O.S.B. SWEATWING OR J'
WINDOW SILL
MAX THEN SECURE GABLE TO
CLG.
50ARD
PLATE
DRY WALL
CDX PLYWOOD.
2x4 PLATE W1 12d's 8* O.C. MAX
WALL
DIA ANCHOR BOLT
ATTACHED PER FASTENER
2x STUDS SI 16' OC. MAX W1
OR
DOUBLE TOP PLATE
5WEATHING
10' OC. MAX WITH '1'
SCWEDULE ON SWEET D5
INSUL., SEE ENERGY CODE
SECURE GABLE TO D5L TOP
WINDOW ATTACHMENT AS
2xa 5 YP 02
EMBEDMENT AND 2'
-116' THICK, 3 COAT
FORMS FOR INSULATION
PLATE W1 SIMPSON WTC4 AD 24'
PER MANUFACTURES
/AT
WOOD STUDS
DIA. WASHER
PORTLAND CEMENT
R-vALUES
O.C, MAX
SPECIFICATIONS
AT 12' O.r- MAX
PLASTER OVER
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMPSON BPI
EXPANDED GALV'D
T 4 G SUBFLOOR GLUED
PER WINDOW OPENING SEE
"' EA. 2X8
STUD
METAL LATH ON
AND SCREWED AS PER
HEADER SPAN CHART FOR
2x STUDS s IV O.C. MAX W/
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
-- ---------------- FASTENER SCHEDULE
DETAILS
IN&UIL, SEE ENERGY CODE
FORMS FOR INSULATION
2x8 P.T, SYP *n2
TyvEK BUILDING WRAP
0.5.5. SWEATPING OR J' COX
R-VALUES
ci SOLE PLATE
(1) COURSE TIE-15EAM
(REFER TO STUCCO
PLYWOOD. ATTACHED PER
1--
z
POURED SOLID WITH
FASTENER SCHEDULE ON SWEET
T 4 G SUBFLOOR GLUED
w
CONCRETE� (1) 05
SPECS FOR COMPLETE
DE,
AND SCREWED AS PER
(L
REBAR HORIZONTALLY
INFORMATION)
1/13' THICK 3 COAT PORTLAND
FASTENER SCHEDULE
13
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
PRECAST LINTEL
NOT BREAK 1'-4' MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALV'D METAL LATH
ON FORTIFIeER JUMBOTEX
:r III
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
GRADE 'D' PAPER OVER TYVEK
(L
WINDOW ATTACWMENT AS
2x4 CONT. 0 TOP AND aT.
I- GYPSUM BOARD OR
BUILDING WRAP (REFER TO
III
PER MANUFACTURES
OF FLR TRU56 (TOP 2x4
HIGH STRENGTH CLG.
STUCCO SPECS FOR COMPLETE
W 0
(y
SPECIFICATIONS
SUPPORTS BT PLATE OF
2ND FLR, BTM, 2x4 18 FOR
BOARD
INFORMATION)
NOTE: SHEATHING MUST NOT
PRE-EW-3 FLOOR TRUSS
_j
PRECAST SILL
WALL SHEATWING NAILER)
CONC. FILLED LINTEL BLK W/
BREAK V-4' MIN. FROM 2ND FLR
(INSTALL FIER MFG.SPECS.)
-5 REBAR - I&' I
FASTEN EACH 2X4 R1550N
(1) S REIBAR CONTINUOUS
LINE
R- GYPSUM BOARD OR
z O.C. MAX, IN
I
W1 (5) 12d NAILS * EACH
TRUSS. BTM. RIBBON TO BE
SEE ENERGY CODE FORMS
FOR INSULATION R-VALLIES
2x4 CONT. 1D TOP AND 15T. OF
HIGH STRENGTH CLG,
BOARD
w CONCRETE
W POURED CELL,
Ix2 P.T. FURRING STRIPS
P.T.
rLR TRUSS (TOP 2x4 SUPPORTS
() VERIFY PER
* IV O.C.
PRECAST LINTEL
BT PLATE OF 2ND FLR, 5TM. 2x4
CONC. FILLED LINTEL 5LK W/
LL t PLAN,
WEEP 5CREED
WINDOW ATTACHMENT AS
15 FOR WALL SHEATHING
(1) 05 REI5AR CONTINUOUS
alcmu
(SEE DETAIL 2/D3)
PER MANUFACTURES
NAILER) FASTEN EACH 2X4
SEE ENERGY
1/2' GYP. WL. 5D.
EMBED. STRAP VERIFY
SPECIFICAT IONS
RIBBON W1 (5)12d NAILS 0
EAC14 TRUSS. 5TM. R155ON TO
PRECAST LINTEL
2-3 CODE FORMS
(1) 04 CONTINUOUS RE5AR
w/ TRUSS PLAN
PRECAST SILL
'T.
BE f.T.
WINDOW ATTACHMENT AS
_1 tu FOR
).
WOOD BASE
THICK, 3 COAT
(1) S RE5AR VERTICALLY
W/ CONC. POURED CELL
WEEP SCREED
PER MANUFACTURER
SPECIFICATIONS
_j INSULATION
q 0
R -VALUES z
*4 RE15AR 48' LONG
Ir
PORTLAND CEMENT
PLASTER APPLIED
Ix2 F.T. FURRING STRIPS
(SEE DETAIL 2/03)
PRECAST BILL
w
w Y IL
Wlro' WOOK 6 24' O.C.,
DIRECTLY TO MAE70NRY
lr,,' O.C.
EMBED. STRAP VERIFY
(1) w_5 RE5AR VERTICALLY
8
MIN. 24' IN SLAB
2—STORY
—a, CMU
W1 TRUSS PLAIN
W1 CONC. POURED CELL
IL
2'-0' /�111N.
FIRST FLOOR
1/2, GYP. WL. 5D.
V THICK, 3 COAT
Ix2 P.T. FURRING STRIPS
IN 5LAB)
WOOD BASE
PORTLAND CEMENT
Iro, O.C.
=IP 27=
BLOCK SECOND
PLASTER APPLIED
7m
DIRECTLY TO MASONRY
a, CMU
rj__-�FLOOR FRAME
1/2'GYP. WL� BD�
WALL
�SLCALE;
2—STORY GABLE
-----WOOD 5A5E
SECTION
4' CONC., REINIF. W/ ro'xro'
WI.4XWI.40 WWM ON ro-MIL POLY
FIRST FLOOR
WOOD
ETHYLENE VAPOR RETARDER ON
BLOCK SECO ND
FRAME TO 1�0
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
FLO L�FRAME
gEj��q:�B���
1A OR.
r"
- ------- -----
50RA-CARE
(3) #5 REEAR ON CHAIRS
SCALE: 3/4'al'-O'
3��
4
2x STUDS e lro' O.0 MAX W1
O.S.B. 5WEATWING OR r_DX
2x STUDS a Iro' O.C� MAX W1
NOTE:
IN5UL., SEE ENER�;Y CODE
PLYWOOD. ATTACHED PER
IN5LIL., SEE ENERGY CODE
PER FeCR IB052.1 - FOR ROOF SLOPES 2:12 TO
FORMS FOR INSULATION
FASTENER SCHEDULE ON SHEET
D5
FORMS FOR INSULATION
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
R-vALUES
-116' THICK, 3 COAT PORTLAND
R-vALLIES
SYSTEM 15 REQUIRED. FOR ROOF- SLOPES Or
EXTERIOR U14LL STLVS
WALL 044EATWM NOT
PLACE STRAPS SPACED
AND FASTENED AS
T 4 G SU5FLocR GLUED
CEMENT PLASTER OVER
T 4 G SU5rLOOR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18
SWOM FOR CLARITY)
SWOUN UTW ONE
AND SCREWED AS PER
EXPANDED GALV'D METAL LATH AND SCREWED AS PER
PERMITTED BUT MUST BE PER ASTM D22ro TYPE
FASTEN STLVS TO BLOCK WALL
ADDITIONAL STRAP AT
RACW UNDOW KW. STM
FASTENER SCHERLILE
ON FORTIFI5ER JUM50TEX
FASTENER SCHEDULE
11, ASTM D 486(3 TYPE IV, OR A5TM D 6151
WIT14 Ilge MSTA" STRAP WITW
ASTENERS AS SHOUR INSTALL
GRADE 'D' PAPER OVER TYvEK
BUILDING WRAP (REFER TO
STRAP - EA END WAD) 6
SPACE STRA 45 FOLLOLW�
-no tFlopw lc:s 3 - O'C.
MIN (10) " COt"IMON NAILS
INTO $TLID (0.140 CIA X 1 1/2'
3/4' T 4 G SUBFLOOR GLUEI--)
.STUCCO SPECS FOR COMPLETE
ANDSCREWED AS PER
Z MPW r-; 32' 04,
LOW.)
INFORMATION)
FASTENER SCHEDULE ON
.150 MPW 15'7 4W Or -
..o MPW C' 48' OC,
2x4 CONT, to TOP AND BT. OF
SWEET D2
To'. OF STLIC WALL
FLR TRUSS (TOP 2x4 SUPPORT, 5
SOLE PLATE -------
5T PLATE OF 2ND FLR, BTM. 2x4
x
FILL ALL REMAINW, STRAP
HOLES UP 10d NAILS INTO
PRE-ENG FLOOR T
15 FOR WALL SWEATWING NAILER)
E PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W1
FASTEN EACH 2X4 RIBBON W1
WOOD EACKIW.
SIMPSON HETA-16 EMBED.
126 NAILS s EACH TRUSS. BTM.
J'GYPSUM 150ARD OR j
(5)126 NAILS s EACH TRUSS,
5TM. RIBBON TO BE P*T'
TOP OF
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
STRAP tv 32' O.C. MAX VERIFY
R15BON TO BE P.T.
WIGW STRENGTH CLG.
- — -
MASONRY WALL
11'
OF CM BLOCK WALL
W1 TRUSS PLAN
LLEEP SCREED
BOARD
PRE -ENG FLOOR T
-RUS
i'l, �j
1,
�DN, . .... , OF
- TO
(SEE DETAIL 2/D3)
(IN -STALL PER MFG� SF E C 16.)
STRAP 0-M BLOCK WALL
111111,1116' CIA. X 1"114'
Gypsum BOARD OR
EMBED� STRAP VERIFY
CONC. FILLED LINTEL 5LK W1
x
L TAPOON MASONRY
WIGW STRENGTH CLG. BOARD
W1 TRUSS PLAN
(1) 05 REBAR CONTINUOUS
CONC. FILLED LINTEL BL< W1
Cm BLOCK WALL
%'TWICK, 3 COAT PORTLAND
(1) 05 RE5AR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
EXTERIOR STUD WALL
CONNECTION
FLOOR CONNECTION AT PARALLEL/
ASTEN�I�NG
(-,-\TO FIRST FLOOR MASONRY WALL
2
PERPENDICULAR PRE —ENG FLOOR TRUSS
_DET�AIL
LM
SCALE: 3/4'=l'-O'
A R C N I T E C T 3-1
6
GWOF%,&e i n
.n!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #,. 0003325 -A
SRI
U4
a u 3 w I V. &me ILWO
SILVERADO
LOT #12
BLK #6
pit0im"
04128.000-01261
monmy,
4EGI3
"GALEN"
GAPL"M DWING:
RIGHT
PAGI&
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
v,. 150 MPH EXP. B #
IF.
F-PRMT
DAM 11/8/17
8CAIM 1/4"=l'-O"
8*13=
1% D 4
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. e3� 12d NAILS OR
PRECAST HEADER(MIN)
A
11114. (4) LOd GUN NAILS
2 X 4 (MIN 2 X 3)1-3/* TAPCON
DIBL� TOP PLATE
1.6 COLLAR TIE AT EVERY OTHER
OR DRIVE I -IN (MIN SHAW 61ZEJA�
SECURE 2 X R P TO PIT
RAFTER W/
HEAD SIZE MV
DBL. TOP PLATE
W/2-12dS 6*-S'OC. MAX.
MR (3) r2d NAILS OR
MMIN
IN EMBEDMENT 11/41)
2X4 16' OC_ MAX��
1/8' TEXTURED rNIS14
MIN. (4) hVd GUN NAILS
0' FROM EACH END AND IS' 4
1/16'OSS SHEATHING
0,C. MAX MIN 1-1/4'01"MOMENT."
2 X 6 (MIN 2 X 3) 2.sA& TAPooN ST
x
2 X 4 16' DO MA)C
2. RAFTERS
OR DRIVE PIN (MIN SHAW OIZE.145
-FT-T-9
(WHEN OVER W.' IN HIEGHTJ
bS NAILER SECURE TO TRUSSES
MIN HEAD 61ZE
CURE 2X4 W/ 2-%.
11 [1-
2 X 4 40ALW OVER 16' IN HIEGHT�)
BELOW W1
1300
M 04 EMBEDMENT t/4')
PC
TA _CNS OR
(MR SHANK 61 DIVE PN
ZE3=45
I
114' TV -Pi MASON TO
(2)12d NAILS OR
8* FROM EACH END AND IS'
HEAD 61 MM
Ze
GLUE 4 NAIL W/Od'S S*-I2'OC.
(3) Wd GUN NAILS - EA, TRUSS
O'C' MAX. MIN 1-1/4'EMEC"ENT
EMBEDMENT V W/ N 0'
F NE ED.
2 X 0 (11 2 X 3) 2-3/16 TAPCON k
EA. END NOT TO, EXCEED
ST. PLA
2 X SOLID BLK�3 - ARCH
OR DRIVE PIN (MIN 844AW SIZE.145
MIN HEAD SIZE 300 2X4 15LOMWI
10, 01C. MAX
K
SECURE W41-12d EACH END
RAFTER TO TRUSS MT&-12
CREATE VOID FOR %*
neoLID
SE TO 614111 W1
MIN EMBEDMENT 1 1/4') C
Si 7
N
ATTACHMENT PER
E.T4,T
f �Tr
M tLURE
PE L
S' FROM EACH END AND 10' MI 2-12d PER 5LK. EA. IND
R . 7W
HEATWINS,
MANILFACTURER'S SPECS.
ROOr DECKING OVER
O.C. MAX. MIN 1-1/4' EMBEDMENT lAb'OSB
1/2'PLYWCOP
MlL WDW FRAME
PRE-EW. TRUSSES
. WA
CMU WALL
BLOO 2X4 SOLID
_K
_ING SECURE
OR IA6' O.S.S.
-NOTE; NO GAP - WIDW FRAME
PRE -ENG. TRUSS
ARCHWAY DETAIL
TO SHEATHING WITH
MR 2�15!d PER MILK EXTERIOR
ARCHWAY
To
ARCHWAY DETAIL
C 0 ROOF
(-T-'\16- AND UNDER
WITH WINDOW
CUTAWAY
�NVr
MTA-24 RAFTER TO BLKt, I_Eq�VD
SCALE; 1/2'-1'-0-
BETWEEN TRUSSES
B
2 X 4 (MIN 2 X.S� 1-3/16 TAPCON
PRECAST
OR DRIVE PIN (MIN SHANK, SIZE.145
0'-0 TO 30'-C* (1) 'A'MRACE
2 X 4 (MIN 2 X 3)1-3/16 TAPC ON
MIN 14EAD SIZE 300
MIN EMBEDMENT 1 114')
3101-1: TO 60'-0' (3� 'X' BRACE
OR Dmye PIN (MIN SHAW SIMMS
&'FROM E W END AND 18' EXISTING 15LK ABV.
(I 'X'BRACE - CENTER)
MIN 14EAD SIZE 300
O'D. HIM 1-1/4* EMBrOt-1115INT 114- TExTURED FINISH
(2 �X' BRACE DIVIDED EQUALY FROM CENTER TO END�
1115 UPLIFT
DBIL. TOP PLATE -Z
2X4 *'Or_ MAX
MIN EMBEDMENT 1114')
9' PROM EACH END AND V
2X& (MIN 2 X 3) 2-3/W, TAPCON 112V TEXTURED FNIe44
SIMPSOM HTSM20
SECURE 2X4 TO
OC. MA>C MIN 1- 1/4' EMBEDMENT Ei
11
OR DRIVE FIN (MIN SHAW, SIMMS
FIBERGLASS SHINGLES OVER
WOOD W/2-12d - 6'-D*
2 X " (MIN 2 X 3) 2-3/16 TAPCON
MIN HEAD SIZE 300 1/16' 086 SHEATHING
-30 FELT ON 1AWOS.B.
AND (4)1/4' . 2 1/4'
OC. STAGGERED
OR DRIVE PIN (MIN SHAW 61211
MIN EMBEDMENT 1 114')
PO
TA _DNS TO CONT
M HEAD 61ZE 2300
2 X 4 I&'OC. MAX.
POURED LINTEL
SECURE 2X4 W1 2-V
MIN EMBEDMENT 1 1/4')
1'. FROM EACH END AND IS'
?WWEN OVER 16- IN Wi
C.C. MAX. MIN 1-1/4' SMISEDMENT 2 X 4 (WHEN OVER 1.
P
(2 2X4 -2 SY DAGONAIL BRACE
2310 LIM IFT
TAPGONS OR DRIVE
OC. M M NI-1/4' EMBEDMENT
1
X 8 (MIN 2 X B) 2-3/16 TAPCON 16' N HEIGHT.)
W/ a-12.1 . EA TRUSS ( DIAGONAL BRACE
TO COVER 5-TRUSSES
2) SIMPSOM 14TSM20
PIN (MR SHAW SIZE
MIN. HEAD SIZE
2 X 8 (MANX 2 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHAW SIZEI45
INSTALLED ON OPPOSITE
.145
300 mrr-L
OR DRIVE PIN (MIN SHANK SIZE.145
2 X SOLID ISLKY. - ARCH
MIN HEAD SIZE 300
FACES OF BLOCK WALL
EMBEDMENT I VWIN
MIN HEAD SIZEI"O 1/16'065 Wl*
SECURE W/2-12cl EACH END
MIN EMBE ENT 11/4*)
2X4 BLOCKING WHERE 'X' BRACING
U/10 10d TO TRU
sl/94
li END NOT TO w
nATI41
M IN EMSEOMENT 1/4*) 2x4 16- o A,
a. PROM EACH END AND 10' ATTAC441ENT PER
IS PRESENT
AND (4)1/4' x 1
EXCEED IS'OC.
a. FROM EACH END AND 1. (WHEN OVER 16' IN MIGHT)
CC. MAX. MIN 1-1/4' EMBEDMENT MANIFACTURERS 0"C.S,
(2) kOd NAILS EA END
7A
TAPCONS TO CONT
POURED LINTEL
MAX
2X4 SOLID-/
DID. MAX MIN 1-1/4, EMIMM'ENIT
2X4 SOLID BILOCKINd,
MTL WOW FRAME
.1. NO GAI
1/4' TWIPERED M460NITE 440TEz NO GAP - (LOW PR.611E
TO TRUSS
� I �
ISL ING, SECURE
SECURE TO SHEATHING Wl
MIN. 2-12d PER BLK EA END
GL UE A NAIL WSdS &'.12* OC TO EXCEED 1/4'
SPF STIPPSACK
TO SHEATHINS, W17H
MR 2-12.1 PER BILK
IF NEEDED:
(SEE SEALD rN3. PACK FOR me A -A is 8 8 m is is is in 8 8p is 11 is A 11 x llm9nm*
SIZE 4 CONNECTION)
FRE-11W. TRAS
EA END
ARCIjWAY DETAIL
ARCHWAY DETAIL
Lc,
rq`\EXTERIOR ARCHWAY
�AAND UP
CUTAWAY
1/16, 065 SWEATWIW. TRUSS 24'
CONTINUOUS
BOND BEAM
USE Od NAILS
4- EDGE AeT' -FIELD
1/2' CLQ. BOARD
2X4 X T
OR 51 Ml 4�40 :32'.O.0 M NAIL CON , RAT R.N TO
24 32 6Z. MAX TRUSS W (2)12d - EA. TRUSS
2X4 SYP RAT ADJACENT
I A
ROOF TRUSS UPLIFT
TO DIAGONAL BRACE.
CONNECTOR NOT
SHEATHING NAILING TO BE
O.C. IN IE 0 OBIL TOP PLATE
6 4 F LI
TAP -
M N. 2 COVER
\ "
U.
SHOUN FOR
4: 0,C.-ALL EDGES tI/Sd NAILS
2 Al R'
CLARITY (SEE
2X4 STUD 16' D.C. MAX.
44OF DUr
Q 11W 0.6.5 OR PLYWOOD SHEATHING
2 STORY GABLE END CROSS BRACING
TRU-aE-.ANCHOR RETROFIT
-30 BLDG. FELT
Or -ALE! 1/2'-1'-0'
N.T.S.
24. WIDE 2& GA. GALVANIZED METAL
- A014W.
rL
MUST ADD DMIC, 316- Wl E AND
EXTERIOR WALL
AND MST BE A MIN 24'WIDE METAL.
SHIEATHIW3 (SEE
7'
12
NOTES) FASTEN EACH STUD
-FINISH 0 LANDING
FIBERGLASS SHINGLES
TO DeL. TOP PLATE
3/4' PLYWOOD FP.
LU/ USP SPT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
CL
IDBL 2Xro
(R-�CLOSED VALLEY FLASHING DETAIL
OF EX ERIOR WALL
17x-
�� _XT
36' 1-11N, FiN�eH
3/4' PLYWOOD WITH
PRE-EW. TRJJ&5E OR
ASPHALT SHINGLES OVER
W FELT ON
4 12-D COMMONS WINDER DETAIL
LANDING DETAIL
CONV. 0 RAFTE"
7\
-EW. GAISLA TRUSS
=TFPSACK
NAILED THRU 3/4'
PRE-EW. TRUSS
DOU15LE TOP MATE
PLYWOOD INTO
2x4 CONTINOUS STRESS
(SEE SEALD EN3. PACK FOR
SIZE 4 CONNECTION)
FINISH * LANDING H STRINGER
R PRE -FAE
BLOCKING MID WALL
S 4MIPSON I
2.4 SPF BLOCKING BETWEEN 7RUSSES
B/4" PLYWOOD r.F.
/2'CLG.=RD 4 TEXT.
2x4 6 S * 160 OjC. MAX,
SP4 32, TUD
WHERE 'X'ISRACNG, IS PRESENT
LIE65 THAN 4' TYP.
2X4 COL. TOP PLATE
SIMPSON "I
O.C. UO.N,
3-2xI2 SYP STRIN GER I D5L 2X12 2X12 TR4EADETWEEN SPINDLES
D
-W'DRYWALL
2X4 WOOD STUM -I6'OClll
T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
m 11
REINFORCED W/2X4 sPrOR CUT To FIT
UJILO ON TMJ96 PLAN
FASTENER SC14EDULE
W/CONT, BEAD Or- FLOOR JOIST 'g, RI
ixe RISER
2X4 CONt STRESS
IST FLOOR STUDSTO
2ND FLOOR STUDS
SUB-FLOCR ADHESIVE
BLOCKING MID -WALL
SIMPSON MSTA-36 32.
PL-400 OR SIMILAR ID HAND FRAIL,
O.C, MAX
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
,�X4 PT. P ATE
.0 EAT I- OR
J'0.5.5. SHEATHING OR
Uj/(3)05 3' SCREWS ID EA
A
1
S!�� SP4
32 OC. MAX
PRE-Ews FLOOR TRUSS
X Si
cox PLYWOOD SECURED
DD
CONT. 2.4 SPF RAT R 14
STRINGER, UNTHREADED SHANK 1/2' DRYWALL
1/2"'A.15, 32' O.C.
DOUBLE TOP PLATE
PER FASTENER SCHEDULE
R r SCHEDULE
SECURED W/ (2)12d'. EACH
TO EXTEND BEYOND THICKNESS
EMISEDM ENT
2x4 CONTINOUS STRESS
rWAOHIER
I- UNDE.
2.4 I-SLOCKING UNDER
Twee
(2) 2,x.4 12 S.Y.P. DIAGONAL BRACE W1 (3)
OF: SU5-FLOOR SHEATHING IXIO TRIM--�
BLOCKING MiD WALL
WALL ZSTLCIS SCURE
12d EACH TRUSS (DIAGONAL
NOTE:
C SLAB
2x4 STUD$ . 16' O.C. MAX,
UON.
WEEN W
BETWEEN TRUSS BAYS W1
(3)12d'. EACH END
X-BRACIW. TO COVER 5-TRU&SES
11 NOSING TYP.
STAIRS R15ERS TO CONFORM
15'. CONT.
1/2' GYP, WL, W.
2� DOUBLE TOP PLATE
P
GYPSUM 50ARD OR
TO F5CR 5T�4 EDITION (2014)
SECURE ST. PLATE TO SLAS
STUDS - 16* CC.
HIGH S7REW.TW CLG.
NOTE: BOARD
MIN. TREAD 10', MAX. RISER 1-3/4' (3) 10d CUT NAILS
U/ XS' ANC44OR BOLT W1 2'
SET IN SIMPSON
MTS-12 EVER STUO
S.,� EVE Z
DIAGONAL ISRA,=E CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
1D 2X4 P.T,
3/16' MAX. VARIATION IN RISERS/TREADS
HIGH STRENGTH EPDXY
2X4 5T. PLATE
DIAGONAL SPACE TO BE * ANY SPAN 5'-0- OR GRATER REFER TO
TRUSS ENG, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
SLEEPER INTO
ADJACENT TO EACH OTHER
EMISED_ MIN.
0'�O: TO 30'-V' (1) X-BRACE
SLA5
3/8' MAX. VARIATION IN ANY RISER/TIREAD
I -STORY
SIMPSON SP4 6 32- OC. MAX
30'-1 TO X-BRACE (1) X-EIRACE - CENTER AND (2�
DORMER
BRACE DIVIDED EQUALY FROM CENTER TO END
HANDRAIL CIRCULAR CROSS SECTION DIA.
INT. BEARING WALL
INT. -STORY LB.W.
n9 TTA FN�T
f MI
@lo�gGAABLLE X-BRACING
TO 15E 1 3/4* 1/4' OR PROVIDE EQUIVALENT
C
-jP __'�STAIR
I: C U"FT R�
SO
L
SO -0'
SCALE: 1/2'.1'
rq SECTION DETAILS
WINDERS- MIN. (o' WIDE o NARROW END 03
HAS FLOOR LOAD ONLY , DO NOT
INSTALL CONNECTOFS.
MIN. 11' WIDTH tv 12' FROM NARROW END SCALE: 3/4'cl'-V
34'MIN. HANDRAIL HGT.
A R C N I T E C T 8-1
6
Des n
G r aouslOv. a..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdosigngroup.com
AA #. 0003325 -A
`7
F-sumirv. a, Lo
SILVERADO
LOT #12
BLK #6
ipnojwT#
04128.000-01261
mopmflu
4EGB
"GALEN"
GARA039 8111111
RIGHT
3PAGN:
misc.
DETAILS
%150 MPH EXF. Bj
ARCHI7111ECT:
STATE Or- F=LOPM
r-pyaNT
DAIM 11/8/17
NICALM 1/4"=I'-0"
8*1zmw
% D5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOODCONNECTORS
2014 FBCR
12/31/2017
FL 10447-R3
SIMPSON STRONG -TIE CD
STRUCT COMP.
WOOD CONNECrORS
2014 FBCR
12/31/2017
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FIL 17236-112
USP STRUCTURAL CONNECrORS
STRUCT COMP.
WOOD CONNECtORS
2014 FBCR
12/31/2020
FL 17244-RI
LISP STRUCTURAL CONN ECrORS
STRUCT COMP.
WOOD CONN ECTORS
2014 FBCR
12/31/2020
FL 17241
FL 17241
FL 17236
USP STRUCTURAL CONN ECrORS
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-112
FL 17236
LISP STRUCTURAL CONNECrORS
STRUCT COMP.
WOOD CONNECrORS
2014 FBCR
12/31/2020
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-RS
AMERICAN ODNST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FIL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FIL 15217-114
Ml WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FIL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-112
Ml WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/ZD17
FIL 5679-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECrIONAL
2014 FBCR
12/31/2038
FIL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECrIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
n-n -
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FIL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-112
FL 4103-118
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/3V2018
FL 7006-R9
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FOCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201
A R C N I T I C T 3
6
r%nL-'
LIM n
G r Zousp®r..!
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F-musurv. a Lo
SILVERADO
LOT #12
BLK #6
PINOJWTIP
04128.000-01261
MODEL,
4EGB
"GALEN"
GARAGZ EIrMG:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
F-PRUM 'I
DATM 11/8/17
8CALM 1/4"=I'-O"
0*1mw
D 6
REFORMED C414TROL JONT_
AW.E Or CONTROL JOINTS T�
t LUIRED TIED TO LATH . S'
C. MAX (VERT.). NOTE, DO
�T FASTEN CONTROL JOINT TO
kLL EVEN IF 51110 EXISTS
.YOND EXCEPT STAPLES W/
. LEG MAY BE USED TO TEMP.
!Cum CONTROL JOINT
JRIN63 INSTALLATION
ATENERS TO BE SPACED
V OZ. MAX VERTICALLY
1 7
J'THICK 3 COAT CEMENT
PLASTER
WIRS LAYER -2. FORTFISER
BUILDING. PAPER
APPROVED METAL LATH
FASTENED -I' (',SRT.) OZ. MAX
AT SUPPCWS
URB LAYER 'I,
STUCCO WRAP
WOOD 514EATHW.
'TL NOT
I—I A
k
R0.41" CONTROL
IINTS 50 $WALL
:.ITMD.,A;�
PRO -VIDE 2X4 BLOCKW.
C1063
1AIE'D ILI MAX. .' '10
FROM CONTROL joINT WHEN
CONTROL JOINT FALLS ON
_R
:ASTENERS
STRUCTURAL STUD
r OR LATH T NAILS 0
C MT11 C1063
'APLES IN COMPLIANCE. Wl
WIRE TIES TO BE INC. 18) 0,0415'WINE
SLOCKfW. SHOWN MAY BE N ADDITICt+
> WALL STUDS REQUIRED PER PLAN /
"M" TYPE CONTROL JOINT
-=A= - - �
1. A
11 aft
5 TILL M. c T�
5�0" � @
w__
tm �'
"A� MCWMI.-LY
F�m A- 0a �
J' THICK, 3 COAT CEMENT
PLASTER �)' 41 2 �T
cle, 'A&TOR (��
URB LAYER -2, FORTIFIBER
SUILOW. PAPER (� �Yl
WRB LAYER -1,
STUCCO URAPe� mLy)
L� LAYM - WILOW. ��
OVP,R �Lff* ft�, 87�
a's Aev%�jl As�
mil-Y)
_�cm�
'AWIA ��
PLASWoO INS
NOTE,
APPROVED BUILOW. WRAP
SHALL BE LAPPED A MINIMUM OF A'�A'SELF-AOWEIRINGG MEMBRANE
". 4 VERT CAL LAPS (ROLL FLASHIW. (COMPATIBLE W/ WOUSE
ENDS) A T . HORIZONTAL LAPS. MAP MATERIAL) OVER
ALL SEAMS NEED To BE TAPED LATH VERTICAL LAP TO BE I' APPI%�)VED HOUSE WIRAP.
WITH FCW15ER SI-EATWING. TAPE rLABIlm TO EXTEND J
I' OR LESS PIPE SELF-ADWEIRINd. MEMISMANE
TAPED
TAPE
ONTO PIPE
PENETRATION
FLASHING. (COMPATIBLE UJ/ HOUSE
WRAP MATERIAL.) OVER 4'x4'
SELF-ADWERW. MEMBRANE
FLASWW. OVER APPROVED
I I LATH HOUSE WRAP.
A
NO ONTO PIPE
X'T
X
_x
CUT AND OVERLAP ONE SIDE OF
BEL -AOWERIW3 MEMBRANE
METAL LATH
T FLAr.4,.3 CUT AND OVERLAP ONE SIDE OF
SELF-ADWERIW. MEMBRANE
ASWW
STEP 01 STEP 02 rL
WRIS LAYER -1 I'THICr, 3 COAT CEMENT URB LAYER -1,
- STER STUCCO WRAP
s-rucro uew� MEATAL LATH UPS LAYER -2, POWTF115ER
LAYER -2, POIRTFIBER WRIS LAYER -2, FORTIFI15ER MUILOW. PAPER
BUILDING. PAPER
_�BUILDIW. PAPER UR15 LAYER -1. METAL LAT14
STUCCO WRAP --61xrp* SELF-APHERINd. MMISIRANE
rLAS441W. OVER 4'.4'
SELF-ADWERING. MEMBRANE
INSTALL FASTENERS (CLIPS, FLA&TING. OVER APPIROVED
WOM S44EATWIW3 STRAPS, STAPLESI AS HOUSE
REQUIRED 'UIZE FLASH= EXTEND ONTO PIPE
PIPEJ WIRE TT0082211W. —4'.4- SELF,ADHERING MEMBRANE
PZI�W�E 17 OVER APPROVED
HOUSE WRAP.
LAT.
4.
ILL LAI
>T_APZB_LAP_ V CDNT. MAD OF SEALANT
SCAL.� I Il'- I'-.' :NSTALL APPROVED WOUSEUNAP AIR
NFILTIRATIC114 ISAMIRIER OVER
"AT14W.
10 COATINd. OVER STUCCO/
VERTICAL LATH C.V. FINISWR(SEE TYP WALL SECTION)
& PAPER DETAIL
WOOD STUOS- SECTION W7036-1
ExAwed� lift, plfwww
NOTE, P", ix'ftcHor of ponland o1 pla�
SIDE LAM Or METAL =y Mth ft aWica#on
PLASTER BASES SHALL .qW ts&ASTMCM-12A.
BE SECURED TO BUILDIW.—
FRAMW. MEMBE PAPER Imtwlau,, of exterior 1,#*v 1 framirg
sftl -ply Ath ASTM C 1063-i2A.
THEY &WALL BE ITT110
BETWEEN SUPPORTS
WITH 0,0415-114.(12141M) STUCCO LAI
WIRE AT INTERVALS 140T
MORM THAN 13'(22S41M.
AS PER ASTM C"3
KICKOUT NOTE,
FOR! REPAIR OF TEAR&
IN WRB LAYERS, TEAR& HORIZONTAL LATH 14TION DETAIL Q=
DETAIL MAY BE PATC14ED & PAPER DETAIL FIFE FENETf,
WA40USE WRAP TAPE (3,4 N==
PER MANUP. SPEC. OR
PEEL 4 STICK 7.5,
"Taft 1`6`17 W_ (0150 OR
SOUNIR QQ_mQT_cmv
WOOD SHEATHING OR CMU
LURB LAYER 01,
STUCCO WRAP (FRAME ONLY)
J'THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PILASTER (CMU)
METAL LATH (FRAME ONLY)
IF /7' TAPE OVER
WALL SCREED
5'XE,' V TYPE CONTINUOUS
GALV. METAL FLA5�41NG
(NAIL TO ROOF DECK, NOT
LUALL SHEATHINrS)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
ROOF PER ELEVATIONS
L" FLASHING.
N.T,5.
DIRAINAr_3E FLANE (UJR5
L,4'T'ER 01, STUCCO WRAF)
UJf;R5 L,4TEf;R 02 (FOfRTIFIBER
5UILDING f=,4f=ER)
METAL LATH X—X—X—x
STUCCO
WOOD 5HEATHINr-3
5ELF-Al)�4ESI\/E F-L,45HING - - - - - -
NOTE:
METAL LATH, LATH TO 5E FEfR F5C_
IR-103.(o.1 / ASTM C-04-1-013, MIN. 2.F-> L55.
f-EiR &a. YAfRD (UTILITY OF, NOMINAL
LATH DOE& NOT MEET SFDEC F ICAT IONS)
P'A RCNITECTS
ou #in
GRWO. n c..
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.com
L AA #: 0003325 1
of
r8UBDrV. ft 0-7-N
SILVERADO
LOT #12
BLK #6
PADim
04128.00 -01261
monmxlc
4EGI3
"GALEN"
GARAGM 8'WMWQ'
RIGHT
PAO&
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B j
ARCHnr=cT.-
STATE Or-
WZE. 11/8/17
DCAXJb 1/4"=l'-0"
1 MM
1113 WAI
INSTALL W SELF-ADHERIWG
MEMBRANE rLASHIW. OVER
TOP, SIDE(S) AND BOTTOM
FLAWSE5 OF: NON-MOVA15LE
FRAME OF: THE EXHAUST.
SEQUENCE OF FLASHING, TO BE:
1. BOTTOM, 2. SIDES. 3. TOP
X VENT CAP 15 TO ME SET IN BED
Or SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINT&
I
E-Z BEAD ALL AROUND
L
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF:
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4* CAULKIW3 0 JOINT
ALL AROUND
PER FEIC R703.6.1
Pd�ijqr lathin2and plageft
BACKER ROD
Exterior use of portiand cement piaster
shall comply with the application
requirements of ASTM C 926-12A.
lix
X
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
WRI5 LAYER -1,
STUCCO WRAP
X
HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER -2, FORTIF15EIR
15UILDIWG PAPER
WOOD 5REATHIW3
DRYER
VENT (FRAME)
A 4
WOOD E T' " 'W
LA� 8R
_U, L R -2 'r-RTIP15ER
LDI� _A_R
CONSTUCTI��N
—METAL LATH
a,
VINYL CASING, BEAD
6' RAISED BAND
X' TO)F MID -WALL
UZEP SCFMED
&'WIDE STRIP SELF
ADHESIVE FLASHING., CLEAN
MASONRY BEFORE APPLYING.
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCKI
LEGEND-
C)RAINAGEPLANE (LUR5
LAYER *1, STUCCO WRAP)
WR5 LAYER #2 (FORTIFIBER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING E72=,��
5ELF-ADHE51VE FLASHING
NOTE:
METAL LATH: LAT�4 TO 5E PER FBG
R"103.(o.1 / A5TM MIN. 2,5 L55.
PER 60. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
ro' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
TOP 4 SIDES
DRYER VENT (BLOCK)
0
BUILDIW3 PAPER
OVER'QUICK
FLASH'
PIPE TH1ROUk3H
WALL
W SELF ADHESIVE-
FLASHIWS (INSTALL
PER MANUF. SPECS.)
BUILDIW. PAPER —
UNDER 'QUICK FLASH'
ELEC. METER FIELD
VERIFY LOCATION
F_
A_�VENT PENETRATION
SCALE: N.T.S.
AREA TO RECEIVE
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
v__
ELE
VER
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
WOOD
WOOD
WF!B L
STUCC
U)R5
BUILD
THI
�w� PLAS
TO
WEEP
`��W 9ELF-ADHE61VE
T�FLASHING
UJOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAM
C. METER FIELD
IFY LOCATION
CAVITY TO BE FILLED
WITH RIGID POLYMERIC:
150CYANOTE-POLY5LEND FOAM
'
I;R SIMILAR)
APPLY A 51LICON
BASE SEALANT AT POINT
THAT ELEC. ORE PENETRATE5
::0 SCRATCH
COAT LARGER THAN THE ELEC,
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CONSTRUCTION
SHEATHING
AYER 01,
O UJRAF
LAYER 02, FORTIFIBER
ING PAPER
CK, 3 COAT CEMENT
TE R
%,' MID -WALL
$CREED
CUT OPENIW� IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRIB LAYER 01,
STUCCO UJRAP
WOOD SHEATHING
APPROVED
HOUSEWP-411
BE
LOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDC.E
APPLY E-Z
OVER 60 MI
GP.4DE 'D'
FELT-PROvil
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHIW.
_WR5 LAYER -1
STUCCO wiew�
—WRB LAYER , FOK'NF15ER
BUILDING PAPER
METAL LATH
WOOD —1/WTEXTURED
CON$T TION FINISH - WOOD
FASTEN TO WOOD STWCTURAL
MEMBER - 1'0,C� MAX
a, alu
V TOh' MID -WALL
&'WIDE STRIP SELF
AD44ESIVE FLASHING., CLEAN
MASONRY BEFORE APPLYW,
FINISH MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLO
WR5 LAYER 01,
STUCCO [URAP
CUT 'X' INTO
SELF-ADHERINr.
MEMBRANE FLASPIW.
APPLY SELF -ADHERING
MEMBRANE FLASHIW.
OVER BOX AND OVER
APPROVED WRB LAYER
$I
&TEF '*1
APPLY 910 MIN -
GRADE 'D' FELT
OVER
5ELF-ADHERING
FLASHIWS OVER
AFROVED
HOUSEWRAP
STEF *`3
51EF *2
U)RE3 LAYER 01,
STUCCO U)RAP
SELF-ADWERING
'1W
MEMBRANE FLAS
\- WRB LAYER 02, FORTIFIBER I
BUILDING IIAPER
&TEF '*,4
ELASTOMERIC
COATIW� OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
51EF #r7, & T E F '*(o
ELECTRICAL RECEPTACLE
(A)
A R C N IT E C TS
De%n
row no.
G
LONGWOOD, FL 327W
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 0003325
suiErv. Z
SILVERADO
LOT #12
BLK #6
I -
FIROJWT
04128.00t-01261
4EGI3
"GALEN"
GAJtAGZ 111111111117N07
RIGHT
PAGW.
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
WOOD SHEATHING
EXT. WOOD FRAMED
WALL
WRIS LAYER -1
STUCCO WFZAF�
SUIB-FLOOR DECKING
WOOD WRIB LAYER -2, FORTIMBER
CONSTRUCTION BUILDING PAPER
PRE-EWG'D TlQiUW
V PAT CHANNEL THICK, 3 COAT CEMENT
WEATHER RESISTIVE
WIN#' TYPE 'X' ORY-AZLL ASTER
BARRIER -1
S.A.F. - TOP OF WEEP SCREED
WEATHER RESISTIVE
TO SHEATHING BEHIND WEEP SCREED
BARRIER -2
4' POSITIVE DRAIN
THICK, 3 COAT CEMEN v4RIES
WOOD Sl
PLASTER
WRB LAYER -1,
METAL LATH
STUCCO WRAP
WOOD SHEATHING
THICK, 3 COAT CEMENT
PLASTER 61 SELF-ADWEREING
AM66-WFILIC-180 CU5TOJI CASINQQ 5EAD-
FLASHING WRAPPED
TOP OF WEEP SCREED
EXTERIOR GRADE
DRY WALL
WRIS LAYER -1,
4'PO5ITIVE DRAIN THICK, 3 COAT CEME
X. STUCCO WRAP
WErf- SC -RE PLASTER
VINYL COFiNER BEAD
W11M LAYER -2, FORTIFI5ER
I I VINYL CASING BEAD
BUILDING PAPER
(SWOLLN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
LIF >I-IEREIW.
61 SE --Ar
WRI5 LAYER -1, rLAS44WG WRAPPED
STUCCO WRAP CORNER Or CANTILEVER
4' POSITIVE DRAIN
AMICO AM&(,-UP=--IW Z2 WEEP SCREED
CUSTOtl CASING BEAD
NO GAP IN FIELD
ANTILEVER DRIP
(5HOLLIN FOR CLARIFICATION OF:
SEPARATE ACCESSORIES ONLY)
10
EDGE
CASING BEAD
'-"'I
DTL. (P CANT.
L
��AL
LEGEND
NQTE-
I -DRAINAGE FLANE (WRE3
LAYER *I, 5TUC:C:O WRAF)
METAL LAT�4: LAT�4 TO 5E FER F5C
R-103.6.1 / 45TM C-(54-1-0c3, MIN. 2.5 L55.
WR5 LAYER *2 (FORTIFIBER
FER 5a, YARD (UTILITY OR NQMINAL
5UILDING FAFER)
LAT�4 PCE6 NCT MEET SFEGIFICATION6)
METAL LAT�4 X—X—X—x
5TUCC:O F
WOOD CONSTRLICTION
"—WEATHER RE51STIVE
BARRIER *1
WOOD SHEAT�41NG
3/� RESILIENT -- 5
RESISTIVE
HAT CHANNEL ,—WEATHER
BARRIER 12
5ELF-AD�4E&IVE FL46HING — — — — —
VINYL CA51W, BEAIZ—\
J' THICK, 3 COAT CEMENT
PLASTER
YPE -X.
5/a' TYPE 'X' DRYWALL METAL LATH
W/TEXTURED 4 PAINTED
r
T�n->
FINISH WOOD S41-IEATI-IIWG
THICK, 3 COAT CEMENT (2) 2x12 HEADER
PLASTER
VINYL COFNER BE 4' POSITIVE DRAIN
AD WEEP SCREED
L
I
vINYLC INGBE—
(SHOUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES CNLY�
DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
J' THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE ' X' DRYWALL
METAL LATH
W/TEXTURED 4 AINTED
WOOD SHEATWIW3
FINISH
THICK, 3 CO T C- MENT
WEADER/BEAM
PLASTER
VINYL CONNER BEAD VINYL CORP. A -
POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
@DaIP EDGE INSTALLATION
COLUI-N SHEATHING
WEATHER RESISTIVE
BARRIER -1
FINISH LAYER (2 LAYER
3' X 3' 2e, GA. GALV.
uru�HER RESISTIVE
PEEL 4 STICK)
METAL DRIP EDGE
BARRIER -2
SET IN FULL BED Or
60 PEEL 4 SEALANT, Y2' MII-L
SPACE FROM DRIP
6' SAP.
PEEL 4 STIO<
STICK 0 DRIP
EDGE TO
FACE TO TREX
0: 1 Ya'.3' *L' FLASHING
DECK
FULLY EMBEDDED
..............
IN ROOF CEMENT
17
1)5' X 3' 2r. GA. GALV.
)14'GAP FOR BACKER
METAL DRIP EDGE
I Y2'Xl %. P.T. OR SIMULATED
ROD I SEALANT
Y�' GAP FOR SACKER SET IN FULL BED OF
WOOD (TREX) rILLER,
VINYL CASING BEAD
FOOD I SEALANT SEALANT, h' MIN,
SPACE FROM DRIP
CONTINUOUS
FACE TO TREX
WEATHER RESISTIVE
WATER PROOFING lot
WEATHER RES15TIVE
BARRIER -1
VINYL CA51W, BEAD
BARRIER q
LAYER (2 LAYER PEEL 41\"
'o
WEATHER RESISTIVE
STICK) WIRAPPED FROM
11
WEATHER RESISTIVE
WATER PROOFING lot.
BARRIER -2
T
BALCONY DECK TO
BARRIER -2
LAYER (2 LAYER FEEL
EXTERIOR COLUMN
CANTILEVER
A STICK)
COLUMN SHEATHING
&' PEEL 4 STICK *
DECK MEMBRANE,
I
DRIP EDGE TO DECK
EXTEND OVER DRIP
\PEEL A STICK
r.' SAP.
SUB FLOOR
EDGE
1)(2'.3' *L'FLASHIW.
3' X V 26 GA. GALV.
SUB PL I OOR
"FULLY EMBEDDED IN
METAL DRIP EDGE
:1 c� c�
ROOF CEMENT
I)5'X1 %, P.T. OR sit,
SET IN FULL mo or
SEALANT �'MIIL
1 )5' X 3' 2e, GA. GALV.
L DRIP EDGE
WOOD (TREX) FILLER
5PACE FROM DRIP
/ FACE TO TREX
1)2'XI V P.T. OR SIMULA
SET IN FULL. ISED, OF
CONTINUOUS
>
CASING BEAD
WOOD (TREX) FILLER,
SEALANT, h' MIN.
Y.' GAP FOR BAC�-�,E�R
VINYL
CONTINUOUS
DRIP
ROD 4 SEALANT
WATER PROOFING lot
Y4'GAP FOR SEALANT
FACE TO TREX
Y I
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
OPT. BACKER ROD,
PEEL 4 STICK)
STICK) WRAPPED FROM
MODIFIED W
WATER PROOFING let
3/4 RESILIENT
BALCONY DECK TO
LAYER (2 LAYER PEEL 4
HAT CHANNEL
CANTILEVER
314 RESILIENT
STICK) WRAPPED FROM
ANIL CASING 51EAD�A
J' THICK, 3 COAT CEMENT
HAT CHANNE L
YD C TO
PLASTER
CANTILEVER
METAL LATH
THICK, 3 COAT CEMENT
5/8' TYPE *X' DRYWALL
WOOD SHEATHING
PLASTER
LU/TExTURED 4 PAINT;:m
WEATHER RESISTIVE
BARRIER -1
5/8, TYPE 1XI ID
P=INTE�r.L>
METAL LATH
FINISH
WEATHER RESISTIVE
W/TEXTURED 4
WOOD SHEATHING
THICK, 3 COAT CEMENT
*1
Ar
PLASTER
4' TVE DRAIN
O�ER
THICK 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
LLEEP 5-CREED
I Fl
VINYL ASIN3 BEAD
VINYL CORNER BEAD (e440UN FOR CLARIFICATION OF
(SHOUN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
SEPARATE ACCE55ORIE5 ONLY)
BALCONY DRIP
EDGE INSTALLATION
BALCONY
EDGE INSTALLATION
DRIP
(9) COLUMN
(AZ"L" FLASHING�
51-ALE: NTS
WOOD SHrEATHING
THICK, 3 COAT CEMENT
PLA5TER
2 11/2 CORNER 5EAQ
FASTENED TO 5HEATHING
'1' O.C. MAX.
WR5 LAYER 01,
5TUCCO WRAP
�WOCD SHEATHING
METAL LATH
WR5 LAYER 02, FORTIFIBER
5UILDING PAPER
'/ 'k 2 1/2 " -k
CCr<N=R 5=,4D
(FASTENER 4 5PACING 0 -V 0,C.)
Cmu
%' THICK, 3 COAT CEMENT
PLA5TER APPLIED
DIRECTLY TO M,45ONRY
STUCCO WRAP
WR15 LAYER -2, FORTIRIBER
BUILIDING PAPER
METAL LATP
J' TPICK, 3 COAT CEMENT
PLASTER
&'SELF- Ar->PERING
FLA5HING
DRIP CAP
WINDOW FLAWzE
WOOD 5HEATHINC-4
WR6 LAYER
STUCCO WRAP
WR5 LAYER 02, FORTIF15ER
51JILDING PAPER
T METAL LATH
LODED J' THICK_3 COAT CEMENT
PLASTER
CLARITY)
WRB LAYER 02, FORTIFIBEIR
BUILr-)IW, PAPER ---
METAL LATH
J' TILICK, 3 COATCEt
PLASTER
ro'SELF-ADWERING
FLASHING
DRIP CAE I
WINDOW FLANGE
CASING BEAD @) WINDOW
(FRAME, NO BAND)
A R C N I T I C T 8
Desi n
G r2o qVuy.n2c..
L . 0 . N I ;Z;0;, ��7W-'
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
oulmrv. a. LOT"Ii
SILVERADO
LOT #12
BLK #6
IPROJMT
04128.00t-01261
mopmu
4EGB
"GALEN"
GARAGM OWMG:
RIGHT
PAQZ
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B,,#
rARCHME-OT.
TAE OF FLORDA
rpan"
DATM
MICALM 1/4"--i'-o"
*vc"
WA3
0`4
WOOD SHEATHING
WRI5 LAYER -1,
STUCCO WRAP
WIRS LAYER 02, FORTIP15ER
BUILDING PAPER —
METAL LATH
J' TWICK, 3 COAT CEMENT
PLASTER
ro'SELF- ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANG5
WOOD SHEATHING
WRIB LAYER 01,
STUCCO WRAP
WRIB LAYER *2, FORTIFIBER
BUILDING PAPER
METAL LATH
_K, 3 COAT cEMENT
.JEXPLODED J" THIC
vIEW FOR PLASTER
CLARITY)
WR5 LAYER 01, —
STUCCO WRAP
VINYL ANGLED
WRIS LAYER -2, R
BIUIILDI�-. PAPER
METAL CATI-I
THICK, 3 COAT
PLASTER —,
&'5ELF-ADHER
FLASHING —
DRIP CAP —
1111W��llj =1 AKI
CASING BEAD Ca) WINDOW
(15 C (FRAME, W/BAND)
WOOD 5HEATHING
METAL LATH
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER *2, FORTIF-15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CA5ING 5EAD
VINYL r-145ING BEAD—
-------------
Y,` GAF TYP J'THICK 3 COAT CEMENT
r-A&INe 5rAD PLASTER
TO TRtM METAL LATW SEALANT
IX TRIM MEMBER
6 STUCCO TO
SIDING TRANSIT10N WRIS LAYER 02, FORTIFISER
5UILr>IW3; PAPER
SIDING -7 WOOV %4EATWIW.
powWINDOW FRAME
WOOD SHEATHING
�LAIrm" WRI5 LATER -1,
STUCCO WRAP STUCCO WRAP
CASIN63 BEAD
Co' SELF-ADITEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
UJOOD SWEATWIW.-
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PH: 407-774-6078
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www,abdeslgngroup.com
AA #. 0003325
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SILVERADO
LOT #12
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04128.000-01261
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FLASHING MATERIALS USED DURING CONSTRUCTION,
INSTALL ALL M TERIALS PER MANUFACTU14ZERS
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I WRITTEN SPECIFICATIONS
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NOTE:
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�NOTE
SEZ INTERIOR PERIMETER OF LuNDoLu WITH
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
wwabdesigngroup.mm
L AA #: 0003325
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F-oulmlv. & Lo
SILVERADO
LOT #12
BLK #6
04128.00t-01261
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WINDOW FLASHING
N 150 MPH EXP. B f
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ROOF EDGE
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L441 N HURAILD KtAUAN t5LVIJ.
LONGWOOD, FIL 32750
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PH: 407-774,6078
FAX: 407-7744078
www,abdesigngroup.com
L AA #-, 0003326j
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F-summ al EM
SILVERADO
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BLK #6
PAOJW
04128.70t-01261
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"GALEN"
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RIGHT
3PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
V150 MPH,EXP. BJ
ARCHMECT,
STATE OF ELORIDA
ROLANDA ABOUCHACRAi
AR NO 93723 of
IDATM 11/8/17
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