HomeMy WebLinkAboutBUILDING PLAN PAGE 1-17MOD 9jI;j
• STATE OF FLORIDA
CERTIFIED BUILDING
CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
+ STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REVIEW BY BUILDER
CONTRACT DOCUMENTS.
BLVD.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
CAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
'ORMATION) TO THE ARCHITECT OR ENGINEER FOR
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
TTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
[UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
'ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET,
1430 CULVER DRIVE NE, PALM BAY, FL 32907
Tel: (321) 733-7092 Fax: (321) 733-7972
DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
-FLORIDA BUILDING CODE RESIDENTIAL
(FBCR ) 2017, 6th EDITION
-FLORIDA FIRE PREVENTION CODE 6TH EDITION
-NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
-ALL LOCAL AND STATE CODES
.00CUPANCY - RESIDENTIAL, GROUP R3
• CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS B
• BASIC WIND SPEED — Vuit=160 MPH
Vasd=124 MPH
• EXPOSURE - D
• 1—STORY RESIDENCE —
• 2—STORY RESIDENCE —MAX. HEIGHT A5 PER LOCAL
AND STATE CODES
ABV. ABOVE LAV. LAVATORY
A/C AIR CONDITIONING LUM. LUMINOUS
AW. ADJUSTABLE M.C. MEDICINE CABINET
ALT. ALTERNATE MFR. MANUFACTURER
AMP. AMPERAGE MIN. MINIMUM
BD. BOARD Mm. MOUNTED
CL CENTER LINE MTL. METAL
CAB. CABINET N.T.S. NOT TO SCALE
CLG. CEILING O.C. ON CENTER
cLR. CLLEAR PI. PROPERTY LINE
CONC. CONCRETE P.B. PUSH BUTTON
CPT. CARPET PB. PHONE
C.T. CERAMIC TILE PLT. PLATE
D. DRYER PLYWD. PLYWOOD
➢BL. DOUBLE PR. PAIR
D.G. DUAL GLAZED P.T. PRESSURE TREATED
DIA. DIAMETER R. RISER
DIM. DIMENSION W. RADIUS
DISP. DISPOSAL R.A.G. RETURN AM GRILL
DP. DEEP REF. REFRIGERATOR
DR. DOOR RM. ROOM
D.S. DOWNSPOUT R.O. ROUGH OPENING
DTL. DETAIL S.D. SMOKE DETECTOR
D.W. DISHWASHER S.H. SINGLE HUNG
EA. EACH Siff. SHEET
ELEV.A. ELEVATION SHTHG. SHEATHING
EQ. EQUAL SM. SHOWER
E%H. EXHAUST smc SIMILAR
FG/FX , FDIND GLASS SL. GL. SLIDING GLASS EXTERIOR SL SLIDING
F.G. FUEL GAS STD. STANDARD
FINISH S" SHEAR WALL
FIR. FLOOR SECTION
FLUOR. FLUORESCENT Sc SOLID CORE
FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS
FTG. FOOTING Tn. THICK
GA. GAUGE T.O.C. TOP OF CURB
GAR. GARAGE T.O.P. TOP OF PLATE
GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB
G.F.I. GROUND -FAULT CIRCUIT TY'• TYPICAL
INTERRUPTER U.N.O. UNLESS NOTED
GL. GLASS OTC
GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF
H.S. HOSE BIB W. WASHER
H.C. HOLLOW CORE W/ WITH
HDR. HEADER WD. WOOD
HOT. OR HT HEIGHT NOW. WINDOW
INSUL. INSULATION W/H WATER BEATER
INT. INTERIOR W.L WROUGHT IRON
REV.
DATE
DESCRIPTION
SHEET # DESCRIPTION
--
02 19 18
BID SET ISSUED
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG IA -DOWEL PLAN
— l
PG 1BLINTEL SCHEDULE (CAST—CRETE
PG 1B.2—SAFE LOAD TABLES
PG 2 —FLOOR PLAN
11
PG 3C—ELEVATIONS C
PG 4C—FRAMING PLAN
PG 4.2—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—HVAC PLAN
PG DI —FOUNDATION DETAILS/SECTIONS
PG D2-1—STORY WALL SECTIONS & NOTES (SHINGLE)
PG D3-2—STORY WALL SECTIONS (SHINGLE)
PG D4—MISC. DETAILS
PG D5—PRODUCT APPROVALS
PG WA1—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS
PG WA6—WALL ASSEMBLY DETAILS
SQ.FT.
CALC. S
LIVING 1620 50. FT.
GARAGE 430 5Q, 1-T.
ENTRY 16 50. FT.FIN.
LANAI as SQ. FT.
TOTAL 2362 SQ.1=T.
A/C VOLUME 1608ro.rJ
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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160 MPH EXP. C
ARCHITECT -
STATE OF IF RIDA
14
DATE: 02/19/16
SCALM 11r=f—W
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SCANNED
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
30
II.
ATTICS W1 STORAGE
20
III.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES AND DECKS
40
VI.
STAIRS
40
VII.
ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6 **
I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
II. EXPOSURE CATEGORY
III. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.85
±0.18
I I
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK,
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS,
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. w t.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24
12, THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
PER FBCR 310.2.1.
PER FBCR 310.2.1.
COMPACT TO>96%o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTING LINE.
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, INCLUDINGALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS; SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W'.
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 CHAMFERED
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 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 C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/a INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ORVERTICAL 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).
2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORT(
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" 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. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS, PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE 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 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
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 BOLTSMAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE' WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3Ob5.2 OF THE FBCR 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
- "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
- WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH V2" GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LEFT
PAGE:
GENERAL
NOTES
160 MPH ESP. C
ARCHITECT:
STATE OF FL-ORIDA
02/19
ECALM 114--=Y-0-
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SLAB =0" I,
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PLUMBING RISER
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■ ■ ■ @ ■ ■ UNIT W/ (2) "8xl 1/4
A/C SHT MTL SCIREWS
D1 DI I
FOUNDATION PLAN UNIT s RA ORREQUUAAL
NOTES:
21'-411 4'-411 14' 0" - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN SECURE STRAP TO
CON- FLOOR ELEVATIONS At REQUIRED ECsRESS DOOR SHALL CONC.TAP'- W/ (2)-3/16"X2'
39'- SI MEET PROVISION Or SECTION R3113.1 OF THE P5CR 6TH SLAB TAP -GONE
EDITION (2017).
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4" DIA,
OVER HEAD 0 12' FROM STRUCTURE
1 N. RONALD REAGAN B1
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEZA
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GARAGE 1911 MG-.
LEFT
PACER:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
4
P
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SCALE: i/e=l'-0"
14'-4°
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigng ooup.com
AA #: 0003325jm
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GARAGE F1RINGi
LEFT
PAGE:
DOWEL
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ARCHITECT
STATE OF FLORIDA
02 /19
SCAM 1/47=1'-0"
SHEET
IA
L— 3 L— 3 —
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■ot
L-1 I.r 3
LINTEL S C H �E D� TILIE
NOTE:
THE LINTELS MAY BE SUBSTITUTED UJITP LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GRATER CAPACITY THAN THE VALUES 5WED
CAST RET�' LINTEL SCHEDULE
LINTEL
No.
LENCstI-4
7rP�
COMMENTS
L I
17'-4'
SF28-li3/IT
! 2
4'-6'
SFI6-0B/IT
L 3
7'-6'
8FI6-IB/IT
5
9'-4'
BFIb-IB/1T
L 6
8F2�-I�/IT
L. 7
4'-6'
Sf�Fb-0i3/17
A�SY. 1700R A59E1'Ti3LY
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
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LOT 68
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0432�000
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4EBB
"1828—CALI"
GARAGE '®WING:
LEFT
PAGE:
LINTEL
SCHEDULE
160 MPH EXP. C
SCALE:
O2/19/18
1.
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
GRAVITY
TYPE
LENGTH
SUS
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F240B
8F28-OB
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
BF28-16
BF32-1B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
1 7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4' 6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5' 10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
7'-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
-
1025
1514
2081
2774
3130
2404
11' 4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12' 0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
1 748
1076 1
1438
1855
2343
2920
14' 0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
17'4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
N. R
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
CAsRe*�
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
81-18
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
7272784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165 1
2215
3165
4125
5091 1
6061
7036
4'-0" (48") PRECAST
1878
1989
1 2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393'
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5-10" (70") PRECAST
1272-
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141'
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-6" (90") PRECAST
959'
912
1475
1 1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801`
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716'
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
1 V-4" (136") PRECAST
666"
439
1 696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1 1896
2198
12' 0" (144") PRECAST
607°
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13'-4" (160") PRECAST
500`
340
532
686
841
997
1153
302
398
573
409
682
1 1004
1367
1637
1897
14' 0" (168") PRECAST
45W
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1 1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256"') PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
68D
833
"REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4~117K4444111111M
GRAVITY
LENGTH TYPE
8RU6
8RF6-OB
8RF10-0B
8RF14-0B
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-1B
8RF22-18
8RF26-1B
8RF30-18
4'4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
1 3412
4982
1 6472
7947
9416
1 10878
5' 8" (68"} PRECAST
7as
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7' 6" (90"} PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4AWr4mm
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF10-IT
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
SRF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4' 4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1 1455
2240
3036
3837
4643
5453
5'-8" (68") PRECAST
924"
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896'
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
1 3035
3563
7' 6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533"
433
808
1123
1413
1704
1995
516
614
533
527
1009
1 1369
1728
2088
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
°
1-1/2" CLEAR
TYPE
DESIGNATION
Z) i
F = FILLED WITH GROUT / U = UNFILLED U = A�
C.M.U.
QUANTITY OF #5 REBAR AT Q
BOTTOM OF LINTEL CAVITY i?5 ?
0 ° r
GROUT
8F16-1
B/1 T z
#5 REBAR AT BOTTOM
• •
L
OF LINTEL CAVITY
NOMINAL WIDTH
QUANTITY OF #5
BOTTOM REINFORCING
NOMINAL HEIGHT
REBAR AT TOP 7-5/8"ACTUAL
PROVIDED IN LINTEL
8" NOMINAL WIDTH
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f c precast lintels psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2".
teliss =
2. f'c prestressed lint = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. grout = psi maximum aggregate.
3.
4.
Installation of lintel must comply with the architectural and/or structural drawings.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
2.
3.
N.R. = Not Rated.
Safe loads are total superimposed allowable load on the section specified.
units per
4. Concrete masonry units (CMU) per ASTM C90
C masonry
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
minimum net area compressive strength = 615 psi.
p
5. Field r provided in precast lintel per ASTM GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60. .
longer with a nominal height of 8" meet or exceed -1180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
Bottom field added rebar to be located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
7.
7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
7.
The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
calculating the maximum resisting moment and shear at d-away from the face
of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
1. N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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0432 .000
MODEL?
4EBB
"1828- CALI"
GARAGE SWMG:
LEFT
PAGE:
SAFE LOAD
TABLES
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Mq y 4
1�
ROL A.ABOU ACRA
AR NO 93723
PMINT DATE; 02/19/18
11CALM J/4'=1'-0"
SHEET
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COMMENT AND CLADDNG WIND LOAM
BASIC NO SPOSURE FOR 3 SECOND GUSM
OPENINGS
SOUARE
ZONE
1601PH WIND (Walt)
REMARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S.Cs.D. MIN.
72
5
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56
5
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112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-6s29/
IF
ROOF TILE
N/A
3
-5829
APF'LICA5LE:
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 16'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
N
DSL.
TOP
PLATE
m
A BAR DETAIL
SCALE: 1/2"
SQ.FT.
CALC.'S
LIVING:
1828
50. FT.
GARACsE
430
$0. FT.
ENTRY
16
SQ.1=T.
LANAI
88
SQ. FT.
TOTAL
2362
$0. FT.
A/C VOLUME
16086.5
CI^1, v<TKIFS � � cD
.jt
WALLS
EQ. EQ-
O VANITY
GABLE ROOF
0 :_ 10'
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION FSC R302.9.1 THROUGH F5C R302.9.4
FLAME SPREAD AND SMOKE-DEvELOPE:D INDEX FOR INSULATION SHALL 5E IN
,ACCORDANCI= WITH SECTION F5C R302.10.1 TPROUG14 F5C R302.10.5
g
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(2) 3052-SH
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PER 5LDG.
GABLE ROOFS CODE
10* < 0 45' HIP ROOFS
1£L° < 0"
For is 1 foot - 304S rcaaxa, 1 degree 0.0175 r atil,
Noty. a l fee in all c~a.
Hula:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RI=TURN PLENUM AND RI=TURN AIR GRILLI=.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTI-ER OPENINGS 5ETWE:EN THE GARAGE AND RESIDENCE SHALL
5E° EQUIPP3=D WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35
MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT
LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
313' -a"
e'-4"
(2) 3052-SH
LIVING ROOM
BI -8" CLCs.
10" I m
LANAI
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11-01
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GARAGE
8'-s"
3065 W/
36"XIO" TRANS.
0
EXTERIOR MASONRY
WALL 5R3. HEIGHTS
5RG.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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NINGsLE
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MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SO, FT.
NETFREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OFATTIC
= 470.4 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL#OFVENTSREQUIRED
= 4.09
TOTAL#OFVENTSPROVIDED
= 5
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
areal
8
&DECO. DETAIL
n SCALE: 1/2" = 1'-0"
1441 N. RONALD REAGANJBLVD.LONGWOOD, FL327PH: 407-774-6078
FAX: 407-774,4078
www.abdesigngroup.c
AA #: 0003325
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LEFT
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ELEVATION
11 c I$
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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0432000
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"1828—CALI"
GARAGE 8WMG:
LEFT
PAGE:
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
1
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SICAYM
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4 C
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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GARAGE ag' MO.—
LEFT
PAGE:
CONNECTOR
SCHEDULE
t60 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
4
-.,w;i;RIMMUl
n TE 02/19/18
39HEET
4. 1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
129V OUTLET
20 AMP SINGLE POLE
110V OUTLET
110V OUTLET
T S ITC44OUTWINED
TO SWITCH
GFI
110V OUTLET
E6M11UA W/C�lD FAULT
ER (TA
INTERUPT(TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
-�
U)ATr=qoROo-_
GROUND FAULT
+J- C
CUTLET
IN PI
SIUrrCH
SWITCH
3-WAY OPER
�24
SWITCH
4-WAY OPER
I i1
WALL MOUNTED
�f
LIGHT
CEILING LIGWT
VP
PROOF
\Q1
LVAPOR IGHT
r
`O\
RECESSED CAN
WALL SCONCE
PRE -WIRED
VENT. FAN
I cr-M PER SO. FT.
vENT. FAN
W/LOPT
I CFM FER SR PT.
VANITY
FIXTURE
tePEc's TMv Or
r-
PiUO�STCENT
WRAP
AI�UND
AROUND
L�
2'FLUORESCENT
4' FLUORI=SCENT
4' TRACK LIGHT
PANEL
METER
S.D.
O
BATT. BACK-UP
W/ HARDWIFE
SMO KE DETECTOR
WALL MOINTED
MATT. BACK-UP
S.D.
SMOKE DI=TECTOR
WI HARDWIRE
MATT. BACK-UP W/
8/GO
CARBON MONOXIDE
D):iEGTCR
HARDWIRE
INTER-COMJEGrED
SHALL ME A DISTANCE
OF NOT LESS TWIN 4'
PROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
`
TF� JACK
WATER HEATERWH
r0 BE ELEVATFI3
DISCONNECT
MIN. IS'
A
AIR. C 1,01TIONNG
PISGONNMOT
7
TELEVISION JACK
CEILING MOX MOUIREP
O
TO ME eUPPORTFA K
ACCORDANCE WI MOX
J_MOX
MARKED AS SUG4 FOR
MGTION
CEILING MOx REOJI
ro ME SUPPORTED IN
CEILING FAN/LIGFlT
ACCORDANCE W/ MOX
MARKED AS SUCF4 FOR
INSPECTI
FLOOD LIGHT
OPT, eeauRITr
0
IGE,'PAD
PS.
PUSH-1WTTCN
FOR CHIMES
.-0
um PORT
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED A HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLE5 IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6TH
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
« GFI * ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15014 FBCR 6TH EDITION (20I1).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVI510NS OF THE FBCR 6TH ED (2011).
« ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 1536 OF LIGHTING MUST 13E
ENERGY EFFICII=NT TYPE PER F.B.G. ENr=R3y
CONSERVATION (RESIDENTIAL ENERCsY
EFFICIENCY) 2011 6th EDITION R404.1
�COND)
--------------------------
OPT.
COACH
LIGHT
ELECTRICAL PLAN
W P Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
Space
#12
2
20
Irrigation Pump
1000
3
4
Space
5
6
5304
A/C C.U.-1
35
2
#8
Space
7
8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 112" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
1
20
Small Appliance
1500
1
2
8000
Range
50
2
96
# 12
20
Mic rowaee / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
8
# 12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Liwng Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #41 Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space
23
24
900
Owners Suite AFCI
15
1
#14
Space
25
26
900
Owners Bathroom AFCI
15
1
#14
Space
27
28
900
Exterior Lights and Recept GFI
15
1
#14
Space
29
30
1000
Irrigation controls only
20
1
#12
Space
31
32
Space
2
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
35
A/C AHU-1
(Heater 5 KVA at 65%
5525
39
40
Space
41
42
Space
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor
43600
First 10000 watts at 100%
10000
Remaining watts at 40%
13440
Total A/C load
10929
LOAD CALCULATION IS BASED ON AlC NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Total Amps (watts / 240 volts)
142.9
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Lts & Rec 3 W / Sq. Ft.
5484
Hi -Hats 1 at 65W/Li ht at 100%
65
Total General Lights & Rec (Watts)
5549
Ckts# watts/ckt Total watts
General Lts & Rec Panel A
9
617
5549
IE 1O 4Mf= ELECTRICAL R15ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISION-5 OF THE FBCR 6TH
1=DITIO 12011), LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
J3, AL_L CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE:
PROVIDE 19O AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE: ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE: 302/0 CU, THWN + 1016 CU IN 2"
04/0 AL, THWN a. I% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE: ABOVE SOFFIT
COMBINATION SERVICE:
PWONNE:CT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE:
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE: CONNECTIONS
CONDUIT OR 3
0 OVERHANG.)
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTE:R STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDIDON. (2011).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 A
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0432 .000
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4EBB
"1828-CALI"
GARAGE OWING:
LEFT
PAGE:
E LE CITRIC AL
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JAY � 4
DATM 02/19/18
OCAUh llr=f-W
CALI
r==lPMENT SG-EDULE
3 TONS
MFG
CARRIER
CU
25H5C53&A•030•
AHU
PX4DNC5r-J031L
HEAT
5KW
SEER
15 SEER
TOTAL CAP
34800
ELECTRIC
208/230/IHP
5RKR
CU 35 AHU 35
REP LINES
3/4' t 3/8'
F
W
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4EBB
"1828—CALI”
GARAGIC M WING:
LEFT
PAGE:
HVAC
PLAN
t60 MPH EXP. C
DiA.TM 02/19/1$
91CALAM.1/4"-f-0"
WK
- (u�b R,aua vERTICALLr Wu ccxc.
_ POUR CELL bTUpb
BEE ENR'.Y cape FORMS FOR
MSULATION R-VALUES �O MTO enc W/
z
•
TEXtURF.D FINISH THI ffi00 pbl 78 PAYS
Q S' O'111 �t. IR1. i' 14PLATE i0 SLAC W/ 1®d
v ,PLATE 70 BLAB tW $
WEE
i� U7' GYP. WI.- W.
t SY a' WABI-TER I.
D. • OG MAX NAIL + 3a' OC. MAX I' 6 xAB REINFORCEW/
� .MIN. • 3a' Oa MA1c 0'-0' FIN. FLR
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L i Q •STOP 4' GOHC. REM!!D W( 6'X6' - Q + ° ,� W
h .Q` W1.00A WWF OR flB1� %4 ON .i " 4 IWINFORC€P W/ 6'X6' IUTAMI.4 � 4' w-ORcED W/ 61X6' WL4 =4 - _ ' CONC. RENFORCEP W! 45W IIMAXA 4 II)' RAp I a z
VAPOR WTARDER ON USF FIBERMESH 4N 6-MIL. VAPOR U11F OR FI ON 6-MIL. VAPOR OR FIBER1Efil-V ON 6-MIL. VAPOR W
LLELL-COMPACTED C LEMI FILL w' I�ET ON WELL-CGMPAC7MD CLEAN t RETARDER DELL-CCIMPAOTED CLEAN z w' IaE ER ON LLELL-COMPAC.-t£D
TERMRe TREATMENT TO Be FILL 1"E TE TREATMENT TO BE FILL. TERMITE TMENT TO BE - I> FILL ttE TREATMEENT t0 BE
.. 30R.4-CAI APPLIED AT FR'NMtJG. - BOI¢A- APPLIED AT FiFMTR-NG. _ BORA-CARE A D AT PRAMM6. BORA- APPLIED At FRAMING- 44
_ m w
n,m, (3) 9 REBAR ON IRS K w
i z w (a) •J RE5AR CHAIRS '
�m €> a' �'_.a' S 0 ra) c4AR4 rMPL I
o u v-V
r (a) Ob REDAR ON CHAIRS • .�
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING
j� W/ BLOCK WALL rrr3_'�AT L.B. W. (W/ UPLIFT) /!� AT L. B. W. ��AT L. B. W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED
SCALE, In'.1'-0 �, SCALE: v1'.r-®' 2 SCALE: 1/1'.I'_0' BCAl z la'.r-®' SGALE, 1'=1'-O' „ ,
C
"b� 4' COMC, REIPF. YI 6'x6' VAPOR
AULMRl ON
i-HIL POLY ETHYLENE VAPOR RETARDER 4' CONC, REINP. W/ 6'xb' UAWM O WAM
L w µ" ON HELL-COTIPACIED CLEAN FILL TEFd'tltEs ON 6-MIL POLY ETHrit3dE VAPOR STUDS 16' OL. MAX STUDS W' O AX
O 5, TREATMENT &+N_L 5E BORN -CAI RETARDER QV LLELL-!.OMPACtED CLEMI HEAD SEGJRE P. 7 ATE AD lW
!U'9 REBAIR ON CHAIRS ,4' ,<• , FILL TERMITE TREATMENT SHALL BE SEGIRE BOTTOM W/ IN
BOTTOM
V WI M S MAX
SORA-DARE BCIPSON SP4 ' O SI MPSON OF4 • ' O
THICKEN EDGE GARAGE STEP— UP I EGHT of GARAGE BEcur� Br L uv kxb• HEIGHT OF GARAGE SECURE Bt. A O w i'xb' TO BLAB W(10d
4 VACS WITH SLOPE 410
SCALE+ IR'•I'-0' S VARIES WITH SLOPE a' 1' EMBED. a' R 7' EMBED.
NON —BEARING M� • M MM. • Or- MAX M • Sa• QM MAX
"E XY FOR EXPANSION D FOR EXPANSION
m
K m a w
pw w ? ff
VAPOR 140 LL41AY
WELL -COMPACTED CLEAN
z iu atE
> a. 4 i'X6' US4)A A m .. .. °. .: _ - FILL TERMITE TREATMENT SHALL
CARE
L O t�— FIBE CN -MIL_ VAPOR wl �' REINFORCFD W/ 6'X6' WL4XWId ' CQN4 IQEINFORCED W/ i'Xb' W1.4MIIId __.. `' REINFORCED W( b'X6' WL4)W)46 .
L-COMPACTEP CLEAN WI 4' JtWAO UIIM ON s :10ERI EBP ON 6-MIL VAPOR OR -50I MESH ON 6-MIL. VAPOR ( - :10MI MESH ON 6-MIL VAPOR
FILL. TREATMENT TO BE -MI Y VAPOR RETARDER z w BETA CN WELL -COMPACTED CLEAN [ ER ON WELL-COMPAGTrP CLEAN [ w RET R ON WELL -COMPACTED CLEAN K
> < .. F > '� £ > R ON CHAIRS
'a AID APPLIED AT MQAMftkx - CLEAN FILL TERMITE FILL. TE TE TREATMENT TO BE E FILL 11E TREATMENT TO 5E FILL _ITE TI�ATMENT TO 1W L >
� I � 9 FEBAR ON G-VAIRB ALL BE 50RACARE r D�� 4' Ia�AI�DARAPPLEAIRb D AT �� m I. � 4' f9 9l REBA A�GHAIRS Irzt) AT �MCs I'Pi� i, I !aB bAR�ARAPPL��At FRAMIING. p 4' , I 8 ,
_ n 4 `¢'�`Ep m f GARAGE STEP—UP
r,alr,ivlar,u rwiiLvu _
GARAGE STEP—UP 6 r� r �i,Y;�„
1—STORY L.B. W. scALe: In =r-m ; i i r i,
1—STORY FOOTING 2—STORY FOOTING �� �� ��
000001, W/ UPLIFT E P SLAB I Va' CURB HET Es AT GARAGE AT GARAGE \� / \ 1
ffj�rENDED FOOTING in. bb EICALE(�j } — - �,A 10 SLAB AT S.G.D. 2 SHOWER RECESS FOOTER
scALl : In _I m' baALE:GALE: In'=I'-m' ba uE. NU-0-
(V'Fi REBAR VERTICALLY W/ CONC. L
POUI"D:EF,Y Oy 6 IL POLY ETHYLENE VAPOR
eEE ETION ca = �rAROER ON WELL-COMPAatm CLEAN
y INSULATION R- » TERMITE TREATMENT SHALL BE
TEXTURED I CARE
b' CMU z (v IS RE ON CHARS
A' LAB AT GARAGE `GROUTED �
I WEAM
I!� m - _-_ �YARIEb ELEV.
J SERVICE DOOR ToHORIZONTALIi Y
( SCALES Va'=1'-0' O'-ib' FIN FLR REBAR W IV HOOIr t TIE VERTICAL
TO HORIYONT
4 . GROUTED BOND BEAM TSAR W/ 10'
TUCCO - - " " ° RELE S PER EV.
w 9 4' Oamc. REINFORMP W/ 6'X6' �,t1 NOT USED CAULK AND SEAL_ VARIES PER ELEV —
z ° WL4kWAd WAF OR FIBeRTESH ON t `r am
a 6-MIL VAPOR RETARDER OH ..rGAB LME - -- -.
LL-CCXII•ACTISDCLt!ANFILL NOT USED z —
o TREATMENT ro 5E PO)I@ED LINTEL CONT. (TYPJ - n' TED BOND BEM
-CARE APPLIED AT IWASHER
b' CMU FILLED CELL (TYR.) "`-1 }' PVC SLIINE / t '
FRAMI FOR GAS LINE 0' PVC CHASE 7HRU FOOT NO
'Y 7X WALL FRAMING9, O.�)es) •S ON CHAIRS -I-6TORY(4))?XT'ANCHOR 5OLTS a (4)K'XT' rz' DRYWALLJ-50Ltb MIN S'EMMIDI" T W( a'Xa'XUS' (2)'S I�DAR ON 014AIRS
AND NUT SPACED EVENLY FROM UbOD BASE
FLOOR TO BOND SEAM. SET IN JOINTS - (9 K IMMAR ON CHAIRS
2—STORY FOOTING PRORTOFILLwG.(SLEEVEDANCHOR N -
SOLID POUR ACCEPTA5 = RETROFIT)
W/ BLOCK WALL EXT. /INT. FRAME WALL TO
1tJ n
SCALEVERTICALLY W/GaNc.
: In°.I'-m' BLOCK WALL CONNECTION R
F
W
cq
W
(.Q7
W
O
a
h
Q
h
BVBDM ee LOT:
CREEKSIDE
LOT 68
PROJ'CCT
0432 .000
MODElu
4EBB
"1828—CALI"
GARAGE 91rMG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
15 SCALE: SEE ENERGY CODE FORMS FOR
61 CMU
R-VALUES ° ARCHITECTS
In' GYP. W_. BP. FOR NBF RECi11RED st. - ° FOR NO IE ITIO111RED
16 GAS LINE THRU BLOCK aMu Ala" --- - STATE OF FLORIDA
FOR INSPECTION
, :,� z WOOD BA6E � °
NOT USED Q w _ .' 00W, REF F. W/ b'x6' Wl/_VUAO UUM
ON 6-MrL POLY ETHYLENI= VAPOR
z ( _ RETARDER ON DELL-CCMPACTED CLEAN O-O' FML FLR 0'-0' FIN. FLR
RILL TERMITE TREATMENT SHALL BE
(U �D (a)'b R
REBAR RE
BET M SIMPSON HK#4 g 0 6)' OR.4-CAFE a ,a 70 HOItlYONTAL ,° °a ° E VERtfG4L WISAR
ENGTH EPDXY 6' EM5EDA MIN. "I E5AR • 1-STORY " RMIlAR W/ 10 HOOK BAR W/ W* HOCK
(91 9 BAR • a -STORY �- HORI7ANTAL
STR4
UB AR TO BE 6' PVC CHASE T1HRN FOOTING
CCNC REW. W/ *'xi' UAXWL4PJINUOUS
.._r !I/ VT RT. DOWEL a o o U
wuM ON 6-MrL Par ETHYLENE - LADED WV MOND SEAM
)NEAP R IRI PAA� e°NLEAN FILL ui a6 �LA�"P �MnAT eDRmea F o a e I 7 MBAR ON CHAIRS R NO 93 3 CRI
TERMITE TREATMENT SHALL BE ,�_,.- a -WORT HORIZONTAL/VERTICAL
BaRA-OA,QE „
LAP - (b) 06 RE5AR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT
I MIN.
PIPE THROUGH REINFORCING BEARING CHANGE D TE 02/19/18
TYP. RETROFIT FOR — 1—STORY FOOTING \ / 6CALr= — F "ra »
OMITTED DOWELS a� REBAR LAP AT FOOTING TYP. REBAR LAP 8CALA'�: I/4 -- —0
�A r'•1a '—' E. I�'.r- CI AT LINTEL CORNERS D W BLOCK WALL
Bli T
ALL EXTERIOR FOO-rERS A'-r F'INISFI SLAB'S '-rO BE MIN. 12" BEL,OW UW1DISTUR]B]EB SOIL CONTROL DATE: 07/01/15 DI
FIBS .zLASS SHINGLE"
OVER 030 FELT PAPEI
INSTALLED PER FBCI
RR905.1.1 ON a" 0.61
SHEATHING OR }" CD:
PLYWOOD SECUREI
PER FASTE:NEE1
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. 50FFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
I%" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1-STORY
(D
ISALE-S
LO4"
JS' DRYIVALL
I'X4' OR 1'X2' P.T. NAILER
❑ IX4 PT OR %'X4' MIN
//
SECIURE THRU PRAMS 4
❑ rVTIE041-,INTO BLOCK
' TAPC" OR DRIVE
PIN
(MIN. SHANK SIZE."
MIN. HEAD SIZE MO
V
' Of. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MAN IFACTUMS DETAILS.
NOTE: SHIM A6 NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4 )
DOOR JAMB TO BLACK +3 40R0R 5+� /4
1T318 BIACK +a/ 4
iEE ENERGY CODE FORMS FOR
qSULATION R-VALUES
GYPSUM BOARD OR �' HIGH
TRENGTH CLG. BOARD
ONC. FILLED LINTEL BLK W/ (1)
i REBAR CONTINUOUS
RECAST LINTEL
=E ENERGY CODE FOFWI-19 FOR
SULATION R-VALUES
,.,INDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) wo REBAR VERTICALLY W/
LONG. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BA5E
J
0 7r a
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RRS05.1.1 ON a" O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x(o FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"xS" A.B.
w/ 2" DIA. WASHERS, "l"
MIN. EMBEDMENT WITHIN
8' OF EA, END, 32" O.G.
MAX IN FIELD,
CONC. FILLED LINTEL
BLK. W/ (1) S REBAR
CONTINUOUS
PRECAST LINTEL
5/6' THICK, 3 GOAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(U "5 REBAR-
VERTICALLY W/ CONC.
POURED CELL
8" CMU
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.C.
(AT SHEATHING SEAMS)
STIF=raACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG, FOR SIZE AND CONDITION)
i PRE-ENG WD. TRUSS 24" O.G.
o.. MAX.
z '
I -STORY
GABLE BLOCK~
2 WALL
SCALE: 3/4" =1' -OIL
2X4m
SECURE TO BLOCK W/ 9(.'
2x4a
TAP'GONS OR DRIVE PIN
SECURE TO BLOCK W/ V&'
(MIN. SPANK SIZE .I4b
TAPCONS OR DRIVE PIN
MIN, HEAD SIZE 300
(MK SHANK BITE Job
MIN. EMBEDMEJNT 1 V)
MIN. HEAD SIZE 300
WITHIN ffi' OF EACH END 4
Iffi' OG, MAX SPACING.
NOTE: STRUCTURAL 2X MUST BE
MIN. EM@EPMENT 1 Y4')
WITHIN a, OF EACH END /
NOTE: 87RI1CTUIRAI. 2X MUST BE
2Xi�
ON OUTSIDE 4 atc4w p THROUGH
1ffi' O.C. MAX SPACING.
ON OUTSIDE ! SECURED
SECURE TO BLOCK W/2-%'
NON-STRUCTURAL VA' TAPCCN
MIN.I-Y4' EMBEDMENT INTO
2X6m
THROUGH NON-STRUCTURAL WW'
TAPCCN MIN. 144' EMBk�NT
TAPCONS OR DRIVE PIN
BLCK
SECURE To BLOCK
INTO BLOCK
(MIN. SHANK SIZE .14b
W/2-9W' TAPCONS OR
Y*
MIN, HEAD SIZE 300
, CMU
D PIN
MIN. EMBEDT•ENT I V)
, DRInU,ALL
(MIN. SHANK SITE .14155
a, CMU
WITI-VIN e' OF EAC-4 END t
IS' O.C. MAX SPACRNG.
'X4' OR I'X2' R.I. NAILER
MK HEAD SIZE -300
MIN. EMBEDMENT I A.)
' pRYWALL
2XSrm
❑
WITHIN 0' OP EACH END 4
18' O.G MAX SPACNG.
❑
'X4' OR 1'X2' P-T_ NAILER
SECURE TO BLOCK W/J-V**
7W' Obls. X 4' MIN.
TAPGCN6 OR DRIVE PIN
ppOR CASING
2Xt�
(MIN. SHANK SIZE J4b
SECURE TO BLOCK W/2-
CASING
MIN, HEAD SIZE -I=
DOOR JAMB OR WINDOW
tAP'CONS OR DRIVE PIN
MIN. EMBEDMENT 1 V)
ATTACH TO 2X PER
(MIN. SHANK SIZE .143
DOOR .)AMC+ OR WINDOW
WITHIN S' OP EACH END 4
MANIFAC7URES DETAILS.
MIN. HEAD SIZE _mw
AttA0�4 TO 2X PER
IS' Or: MAX SPACING.
MIN. EMBEDMENT 1 V)
MANUPAGYIURES DETAILS.
NOTE: SHIM A8 NOMMD TO PLUMB
WITHIN 6' OP EACH END 1
18' O.G. MAX SPACING.
NOTE: SHIM A8 NEEDED TO PLIJ'IB
JAMB (DO
NOT EXCEg7 Y4)
JAMB (DO NOT EXCEED Al)
DOOR JAM®
TO ffiACK +1-15 1A"
DOOR JAMB
TO BLACK +3"
(1 IrIND01T TO BLACK +1-15/ a
n 1TDJDOW TO BLOCK +5"
2X4a
CONT. 2x4 RAT RUN 5ECURED W/
(2) 12d's a EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 112'
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE: -CAST GONG. SILL
-Ix2 P.T. FURRING STRIPS 0 24" O.G.
1/2" GYP. WL. BD.
WOOD BASE
2x44w
SECURE TO BLOCK IWY4
TAPGONS OR DRIVE PIN
(MIN. SHANK 812E Job
MN. HEAD SIZE 300
MR ANT 149
NOTE. STRUCTURAL ZX MUST BE
WITHIN a' Or EACH END 4
ON OUTSIDE 4 5ECUPW
18' O.C. MAX SPACING_
THROUGH NON-STRUCTURAL )W
2X5�=
TAPCON MIN I-W EMBEDMENT
SECURE TO IBLOCK
INTO M-00C
WA-1/4' TAPGON6 OR
DRIVE PIN
(MIN. 044ANIK SIZE .14b
, CMU
MR HEAD SIYE 300
, DRYWALL
MN EMBEDMENT I Y4')
WITHIN a, OP EACH END 1
'x4' OR I'X2' P.7. NAILER
IW O.C. MAX SPACING.
❑
2
-47 OS.B. X 4' MIN.
SECURE TO BLOCK UNI-114'
7APCKXNB OR >RIVE PN
DOOR CASING
(MML SHANK 817E Jdb
DOOR JAMB OR WNPOW
MIN. HEAD SIZE 300
ATTACH TO 2X PER
MIN. EMBEDMI_NT I Y47
MANUFACTURES DETAILS,
WITHIN 8' OF EACH END 4
NOTE: SHIM A6 NEEDED TO PLUMB
10' O.G. MAX SPACING.
JAMB (DO NOT EXCEED Y4)
DOOR JAMB TO BLACK +3-7/16"
XDJDON' TO BLACK +3-7/16"
2X4:A
TO IV M 1
SECURE TO BLOCK W/'1W'
SEGI)RE TO Bl'Or-K W/
TAPCONS OR D>SECURE PUV
SECURE TO BLOCK W(Y4'
TAJ-CONS OR DRIVE PIN
IN
NS OR DRIVE PIN
(MIN. SHAW SIZE .14S
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
(MR S
(MIN. SHANK SIYE .148
MIN HEAD SIRE -100
(MIN. SHANK SIZE .14b
MIN. HEAD CAM
�)
MIN. HEAD SIZE 300
MIN. EmmpmENT N
4
MIN. HEAD SIZE
MIN. EMBEDMENT WITHIN
8' 0= EACH END 4 18' OL.
MN. F EA04 END I Y4') WITHIN
ffi' OF EACH END 1 18' OZ.
9' OF EACH END 0' OG.I
MAX ��
STRUCTURAL 2X MUST
NOTE.OUTSIDE
MIN. EMBEDMENT �)
WITHIN 8' OF EACH /
NOTE: 67RUCTURAL 2X MUST
MAX SPACING.
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OU79fpE < SECURE
18 O.G. MAX SPAGINCti
NOV
5E ON OUTSIDE 4 SECURED
2��
��
BE ON OUTSIDE 1 SECURED
SECURETO BLOCK
SECUR
THROUGH NON-STRUCTURAL
2X6
THROUGH NON-STRUCTURAL
SECURE TO ISLOCK WA -VA'
TO -
THROUGH NON-&TRUCTURAL
W12-OW' TAPGON6 OR
%' TAPCON MIN. I-Y4'
SECURE TO BLOCK LUA-Vd'
V*' TAPGON MR I -ye
TAPGON& OR DRIVE PIN
TAP DRIVE
TAPGONS OR DRIVE PIN
9W TAPCON MN I-Y4'
DRIVE PIN
EMBEDMENT NTO 5LOCK
TAPCON5 OR DRIVE PIN
EMBEDMENT INTO BLOCK
SHANK SIZE
(MIN. SHANK SIZE .146
EMBEDMENT INTO BLOCK
SIZE Job
SHANK BITE
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MN. HEAD SIZE 300
MR HEAD S
ffi, CM
0
MIN. }.SAD 81 300
MIR
MIN. EMBEDMENT I Y4')
MIN. EI"IBEDMENT I Y4.) WITHIN
ffi: GMU
MIN. EMBED`1ENT I Ya')
. DRT-WAw-
MIN. EMBEDMENT IYd)
8' CMU
WITHIN ffi' OP EACH END 1
ffi' C`AU
a, OF EACH END 4 IS' O.C.
Ye' DRYWALL
WITHIN s' OF EACH END
, : ° :
IX4 OR 1 X2 P.T. NAILER
WITHIN S' OP EACH END 1
' DRYWALL
18' OG. MAX SPACING.
)i' DRYWALL
MAX SPACING
❑
I'X4' OR PX2' P.T. NAILER
1 18' OG. MAX SPACING
2X8:m
2ND 2X SECURE TO
IB' OIC. MAX SPACING
2XB�
❑
I'Xd' OR I'X2' P.T. NAILER
2X8&m
SECURE TO BLOCK W!J-iW'
❑
I'X4' OR 1'x2' P.T. NAILER
OOR CASING
2X"=
SECURE TO BLOCK w/2-1UW'
R CASING
SECURE TO BLOCK
SW/T[d W�N SOP EACH
SECURE t0 BLOCK WR-V4'
' P.T. X 4' MIN
TAPCONS OR DRIVE PIN
7APGONB OR DRIVE PIN
W/2-' TAPCONS OR
DRIVE PIN
END 1 8' TO ffi' O.C. MAX
TAPCONS OR DRIVE PN
OOR CASING
(MIN. SHANK SIZE Job
MN. HEAP SIRE 300
JAMB OR WINDOW
L=PTO
(MN. SHANK SIZE Job
MN. HEAD SIZE 300
POUR JNMB OR WINDOW
(MK SHANK 61YE .145
OOR CASING
(MIN SHANK SIZE .146
MIN HEAD 512E 300
rvCOIR
MIN EMBEDMENT I Y4') WI7Hi
2X PER
MIN ESIBEDMEN'T I Y<') WIt4IN
ttACH TO 2X PER
MIN HEAP SIZE 500
MIN EMBEDMENT I Y4)
POOR JAMB OR WINDOW
ATTACF{ TO 2X PER
MIN EMBEDMENT I Y4)
JAJMB OR WINDOW
ATTAC'I TO 2X PER
ffi' OF EACH END 1 Iffi' O.G.
MAl''WFACTTUIREB DETAILS.
ffi' OF EACH END 1 18' O.G.
MAX SPAGIWx
MANUFAGNRES DETAILS.
WITHIN &' OP EACH END 1
MANUFACTURES DETAILS.
WITHIN ffi' OP EACH END 1
18' O.G. MAX SPACING.
ANUPACTIIREB pETAILB.
MAX SPACING.
- SHM AS NEEDED TO PLUMB
NOTE: SHIM AS WEEDED TO PLUMB
IS' = MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB
NOTE: SHIM
AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y49
JAMB (DO NOT EXCEED 49
JAMB (DO NOT EXCEED Y4')
JAM15 (DO
NOT EXCEED 4 )
a, OMU
Lr ,
DRYWALL
I'X4' OR 1'X2' P.T. NAILER
❑orix4 P.T. OR °✓4'X4' MIN. SECURE THW
ITAPCONS
AMS 1 EXTEND IA, INTO BLOCK UV
OR DRIVE PIN
❑IN. SHANK SIZE .14b
N. HEAD SIZE 300
MIN. 51MEPMENT I -A'
WITHIN ffi' GP EACH END 4 Iffi' or- MAX
SPACING
CASING
JAMS OR WINDOW
4 TO IX PER MANUPACTURE&
NOTE. 64M AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED R)
DOOR JAMB TO BLOCK +9 4 OR +5 4
%r1 11DiDOR TO BLOCK +8/ OR +6/
DOOR JAM® TO BLOCK +1-1/2 DOOR JAMB
TO HLOCK +2} DOOR JAM® TO BLOCK +9 DOOR JAMS TO HIACK +9 S/4' 't
/n>1 NIRDOU m HLACK +1-1 TD TMDOW TO BLACK +2 1 4 Y, R H WtNnoW TO BLOCK +9 3 4" m
SCALE:9/B'.I'-0' " SCALE.3/6'=I O 6GALE:3/8'.1'-0' 5CALE:3W-f-0' m
FASTENER SCHEaULE NAIL REQUIREI" IENTS TOP CORD BLOCKING AT 4'
ROOF DfAPHR AGM z u
USE 1/16" OS$. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS AT
4' OJl. AT SUPPORTED PANEL EDGES AND 08 RING SHANK [SUN
NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 06 GUN NAILS a 4' OL.
SIZE
HEAD
I LENGTH
I DIA.
TENSILE STR.
8d
ROUND1,10DINED
17/8`
.113
1-10000
OR T
10d
ROUND,MODIFIED
21/8'
.128
110000
OR T
O.C. MAX IN FIRST 2 FRAMING
NOTE : I-yp. EXT. SµEATµNG ATTAcwmENT
u
SPACES AT EACH END.
FOR SHEAR 4 UPLIFT (OSJ3. TO BE STRUCTURAL
a
N °
RAFTER OR TfJUSS
GRADE) CONNECTORS FROM STUD TO PLATE ARE
o
ROOF SµEATHING
NOT REQUIRED EXCEPT a OPENINGS
n
EXTERIOR SHEATHING
NOTE: NAILS TO E3E MF7G. 13Y MEMBER OF NT.
STAPLE, NAIL 4 TOOL ASSOCIATION
2
USE 112' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6'
08
10.113 INCH NOMINAL SHANK DIAMETER
7
OZ. AT PANEL SIDES AND RING SHANK GUN NAILS 4' O.C. TOP 4
-NIL
-1
z
n
BOTTOM PANEL AND V RING SPANK GUN NAILS AT V O.G. Al'
2. RING DIAMETER OF 0,012 OVER SHANK DIAMETER
INTERtl'1EDIATE SUPPORTS OR 1/16'ZIP SHEATHNG SYSTEM
(INSTALLED PER MANUF. SPECS) SEE DETAIL.
3.16 TO 20 RINGS PER INCH
4. 0280 INCµ FULL ROUND µFAD DIAMETER
- —
m
ROOF SNEATI4ING-� LAYOUT
NOTE, -RING SPANK GUN NAILS SHALL BE Fr=wiTTEp AS AN
5. 2 INGP NAIL LENGTH
AND ENDIUALL BRAG INCx
ACCEPTABLE FASTENER FR'JBI ANY MANUFACTURER
-ROOF DESIGN PRESSURIE BASED ON WORST CASE
BUILDING LENGTH
FOR GABLE ENp FRAMING
Sr_kNler�ln cnn 7ni.IG a
"S RINa SHANK C#UN NAILS m 4' OC
lOP e Bo1 TOM E�6E5
1=I5ER3LASS SHINGLES OVER
"3O FELT PAPER INSTALLED
PER FBCR RR905.1.1 ON a' O.S.B.
SHEATHING OR" GDX
PLYWOOP SECURED PER
FASTENER SCHEDULE
o�
MTL. DRIP EDGE
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFFBAC 'T ALL -
UPRIGHTS OVER '-10"
HIGH (SEE SEALED
FOR SIZE E CONDITIO
OSB. SHEATHING OR }' CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 7/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
7/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBE:R JUMBOTEX GRADE:
'D" PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL 7/WA2
SECURE GABLE TO 2x6 P.T. —)
PLATE W/ 126's 6' O.G. MAKI
SECURE 2x6 Pt. PLATE TO BL
j"x9' ANCHOR BOLT W/ 2' W ER
SET IN SIMP50N HIGH 5t NGTH
EPDXY 1" EMBED. MI 32" OC r
MAX.
b/ffi° THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED
D IREG Y TO MASONRY z ,,q
I- ORY GABLE
VAULT CLG.
LO C K WALL
SCALE: 3/4" = I'-m"
0
2X6 P.T. SECURED TO
MASONRY w/ 1/2'x9' A.B. w/
2" DIA. WASHERS, 7" MIN.
EMBEDMENT WITHIN 8' Or -
EA. END, 32" O.G. MAX IN
FIELD.
CI
08 2' DECK SCREWS a 6'-8'
O.G. MAX a EDGES 4 12' OG.
MAX IN FIELD. UNTµRtEADEP
'SPANK TO EXTEND BETOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "X" BRACING IS PRESENT
•PRE-ENG GABLE TRU55
CONT. 2x4 RAT RUN SECURED
(2) 12d's 0 EACH TRUSS
TO BE INSTALLED -19 MID. INt
OF TRUSS SPAN, OR I P - " O.G.
MAX.
SEE ENERGY C96E FORMS FOR
INSULATION R- ALUES
" GYPSUM OARD OR HIGH
STIR CLG. BOARD
x4 * 24" O.G. to INTERIOR KNEE
WALL
GONG. FILLED LINTEL BLK W/ (1)
"5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURE5 SPECIFICATIONS
PRECAST SILL
1U115 REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
I"CMU
I GYP. WL. BD.
NOTE:
PER 1=BCR R9O5.1.1 - 1:OR ROO= SLO S 2:12 TO
LESS THAN 4.12, A (2) LAYER UNDERLA ENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPE
EPE
4:12 OR GREATER, (1) LAYER UNDRLAYME IS
PERMITTED BUT MUST BE PER ASTM D226 T
II, ASTM D 4869 TYPE IV, OR ASTM D (6751
�I
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) a 24'
O.C. MAX
51MPSON
HETA-16
(TYP) vERIFY
7W/ TRUSS PLAN
CONC.POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36' OL.
MAX a TRUSS $TM.
CHORD, SECURE W/(3) 10d
NAILS a EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2 " = I' - m"
-08 RING SHANK GUN NAILS
06,
O.C. IN FIELD
TYP. EXT. SHEATHING ATTACµMENT FOR ROOF
SµEATPING (OAgI. TO 13E STRUCTURAL GRADE)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
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W
a
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CREEKSIDE
LOT 68
PROJECT#
MODETA
4EBB
"1828-CALI"
GARAGE OTaNG:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
DA 02/19/18
SCALM
wo
IBERGLASS SHINGLES
VER 030 FELT PAPER
STALLED PER FBGR
R905.1.1 ON 1g' O.S.B.
Atl 41NCs OR }° CDX
P YWOOD SECURED
PER FASTENER
SCHEDULE:
PR\�-124'O.C.
G WD.TR455
MAX.
MTL. VRIP EDGE
2X4 OR 2 FASCIA
PiFR =L YATIONS
VENTED ALUM. OFFIT
--T
1/2" CDX OR -tAro" NR
SECURE t0 WALLFASTENER SCHEDON SHEEOR 7/16
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS.)
1/8" THICK, 3 COAT
CEMENT PLASTER
APPLIED TO METAL
LATH OVER 2 LAYERS
OF GRADE "D"
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
1
DETAIL 15AUA2
CONC. FILLED LINTEL
BLIC W/ (1) w7 REBAR
CONTINUOUS
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
2—STORY
WALL
SECTION
SCALE: 3/4" =1' -0"
OVER 030 FELT PAPER
INSTALLED PER FBGR
RRB05.1.1 ON a' 0.5.5.
SHEATHING OR 2' CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
MTL. DRIP EDGE
2X4 OR 2X6 FASCIA-r
PER ELEVATIONS
SECURED W/ (3) 12d
NAILS
1/2" CDX OR 1/16' OSI3-�
SECURE TO WALL PER
FASTENER SCHEDULE
ON SHEET D2
OR 1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.)
WEEP SCREED, SEE —
DETAIL -15, SHEET WA2
2X6 P.T. SECURE W/ —
1/2"X9' ANCHOR
BOLT 32' O.C. MAX.
NAIL GABLE TO 2X6
W/ 12d NAILS 6" O.C.
SECURE TO
TRUSS W/
(2) 12d
NAILS
EMBED. 81
VERIFY W/
PLAN
SEE ENERCsY COD( -; ORMS
FOR INSULATION R ALUES
5/8" GYPSUM BO OR 1/2'
HIGH STRENGTH LG. BOARD
DOUBLE TOP P ATE
WINDOW HEAD R SIZE VARIES
PER WINDOW PENING SEE
HEADER SP CHART FOR
p1=TAILS
WINDOW A ACHMENT AS PER
MANUFA URES SPECIFICATIONS
WINDOW ILL
2x6 ST IDS a 16" O.G. MAX W/
INSUL. SEE ENERGY CODE
FO FOR INSULATION
V LUES
4 G SU5FLOOR GLUED AND
REWED AS PER FASTENER
HEDULE ON SHEET D2
PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.)
GYPSUM BOARD OR 1,
HIGH
STRENGTH CLG. BOARD
IX2 NAILER/DRAFT STOP
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
\1/2
AST LINTEL
ATTACHMENT AS PER
GTURES SPECIFICATIONS
AST CONCRETE SILL
BAR VERTICALLY
POURED CELL
FU ING
a O.G.
P. WL. D.
BASE
0'-0"
FIN. FLR
FIRE LASS SHINGLES OVER
030 LT PAPER INSTALLED
F FBGR RR905.1.1 ON "
O.SB. EAtI-IINCs OR ? CDX
PLY op SECURED PER
F tENER SCHEDULE
MTL. D IP EDGE
2X4 OR 2X6 ASGIA
PER ELEV TIONS
VENTED ALUM. S IT
1/2' CDX OR T/16" SB
SECURE TO WALL R
FASTENER SGt-IEDUL
ON SHEET D
OR 1/16" ZIP
SHEATHING SYSTEM
(INSTALLED PER
MANUF. SPECS.)
1/8" THICK, 3 COAT
CEMENT PLASTER
APPLIED TO METAL
LATH OVER 2 LAYERS
OF GRADE 'D"
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
DETAIL -t5/WA2
5/8" THICK, 3 AT
PORTLAND MENt
PLASTER LIED
DIR TLY TO
2—STORY
WALL
SECTION
SCALE: 3/4" =1' -0"
.I -01
T1'P,
2x4 BLOCKING BE
TRUSSES AT FIRST
BAYS 4'-0" O.C. 6
SHEATHING SEAM:
PRE -ENO TRUSS
24" O.G. X.
CONT. 2x4 RAT N SECURED
W/ (2) 12d's is CH TRUSS
SEE ENERGY ODE FORMS FOR
INSULATION -VALUES
5/8" GYPS BOARD OR
1/2" I-41'Ll RENGTH CLG.
BOARD
DoOUE
5L TOP PLATE
WINDO HEADER SIZE VARIES
PER NDOW OPENING SEE
HEA ER SPAN CHART FOR
DET ILS
WI OW ATTACHMENT AS PER
NUFACTURES SPECIFICATIONS
INDOW SILL
2x6 STUDS A 16" O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUE5
i" T E G SUBFLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
a PRE -ENO FLOOR TRUSS
(INSTALL PER MFG. SPECS)
" GYPSUM BOARD OR
HIGH STRENGTH CLG. BOARD
IX2 NAILER/DRAFT STOP
GONG. FILLED LINTEL BLK W/
(1) "5 REBAR CONTINUOUS
EE ENERGY CODE FORMS
R INSULATION R-VALUES
CAST LINTEL
WIND ATTACHMENT AS PER
y' MANUF GtURES SPECIFICATIONS
PRE-C T CONCRETE SILL
(1) 05 REB R VERTICALLY
W/ CONC. URED CELL
Ix2 P.T. FURRI
STRIPS m 24"
8' CMU
1/2' GYP. WL.
eI WOOD BASE
z�
RGLAS5 SHINGLES OVER
*30 FELT PAPER (OR
IPP OVED EQUIVALENT) ON
0.5.8. HEATHING OR �' CDX
FL OOD SECURED PER
F STENER SCHEDULE
PRE-ENG TRUSS---
TL. DRIP EDGE
2x4 OR x6 SUB -BAND --�"
PE ELEVATIONS
VENTED UM. SOFFIT
1,000* UPL IFT
ONNECTOR
2 SYP *2
D TOP
Z17 SH THING:
SYSTEM NSTALLI=D
PER MAN SPECS.)
OR L%
WALL
SHEATHING
2x8 SYP *2
WOOD 5TUD5
AT 12" O.C. MAX
2x8 P.T. SYP *2
O SOLE PLATE
IL
ILq
O WEEP SCREED PER
45TM 926-C 4 1063-C
�
uj (SEE DETAIL 2/D3 �•/
0w
�O
ly z "5 REBAR a 16
O.C. MAX, IN
w I CONCRETE
pi POURED C L,
O O VERIFY P
u- i- PLAN.
go
0 O R-4.1
cp U INS LATION
D Ixi Z
(v4 =� lq
o
-0, Z
y. FLR /-DLOCK
LL Z
CTION —
OD ,z
AME TO
WALL
PRE -ENO GABLE TRUSS
ri��s�ta�� �r+ii us�ca
OVER 030 FELT PAPER
�SPF STIFFBACK IEEE SEALD TRUSS
INSTALLED PER FBGR
RR905.1.1 ON a" 0.5.5.
ENG. PACK FOR SIZE t CONNECTION)
r-11
2x4 SPF BLOCKING BETWEEN
S A CDX
TRUSSES AT FIRST (5) BAYS 4'-0'
P WOODPINC=�SEGURED
O.C. (AT SHEATHING SEAMS)
PER FASTENER
NOTE :
SCHEDULE
DIAGONAL BRACE e
MTL. DRIP EDGE
PRE -ENO W. TRUSS 24°
CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA —f
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
BRACE t0 BE w ANY SPAN
SECURED W/ (3) 12d
15'-0' OR GREATER. REFER
NAILS
TO TRUSS ENO. FOR
SEE FASTENER
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET
TRUSS REINFORCEMENT.
D2 FOR SHEATHING \
FASTENER PATTERN
0'-0' TO 30'-0' (1)
1/2' CDX OR 1/16" OSB
X-BRACE
SECURE TO WALL PER
30'-1' TO 60'-0' (3)
FASTENER SCHEDULE
X-BRACE (1) X-BRACE
ON SHEET D2
m CENTER AND (2)
OR 1/16' ZIP SHEATHING
CONT. 2x4 5PF RAT RUN SECURED W/
BRACE DIVIDED
EQUALY FROM CENTER
SYSTEM (INSTALLED PER
MANUF. SPECS.)
(2) 12d's a EACH TRUSS
TO END
2X4 W/ 3/8' X 5 LAG
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
11132" O.C. MAX. OR
e3) 12d's e EACH TRUSS DIAGONAL
SIMPSON META-24 a
X-BRACING TO COVER 5-TRUSSES
X— BRACING
32' O.G. MAX.
5/8' GYPSUM BOARD OR 1/2" HIGH
STRENGTH CLG. BOARD
- -
SCALE: 3/4 0
DBL TOP PLATE
2X STUD 16' O.G. MAX.
PROVIDE LAVE
5AFFLE OVER THE TOP
OF INSULATION FOR
CLEAR VENTILATION /
PER FBI=C R402.2.3
SEE ENERGY CC
FOR INSULATION
° GYPSUM BO
HIGH STRENGT
BOARD
S IMPSON
8 P 2 a E
2x8 STU
ID FORMS
- VALUES.
OR
CLG.
" RY WALL
DIA ANCHOR 80LT
AT 16' O.G. MAX WITH -1
EMBEDMENT AND 2"
DIA. WASHER
51MPSON 5PI
o EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) *S
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
P.T. FURRING STRIPS
a° MU
1/2" YP. WL. BD.
(1) *4 N'
WOOD
*4 REBA
W/6 " HOOIk
MIN. 24" IN
2'-O" (IiIN.
LONG
24" O.G.,
3 1/2" CONC., RE . W/ 6"x6"
W1.4XWI.40 WWM ON -MIL
POLY ETHYLENE V POR
RETARDER ON
WELL -COMPACTED CL AN
FILL TERMITE TREAtME T
SHALL PE BORA-CARE
(3) "5 REBAR CONTINUO
ON CHAIRS
PRE-ENG GABLE TRUSS
DOTE:
SFr- STIFFBACK (SEE SEALD TRUSS
DIAGONAL BRACE 0
ENG. PACK FOR SIZE < CONNECTION)
CENTER OF TRUSS
2x4 SPF BLOCKING BETWEEN
SPAN OR HIGHEST
TRUSSES AT FIRST (5) BAYS 4'-0'
RIDGE. DIAGONAL
O.G. (AT SHEATHING SEAMS)
BRACE TO BE 0 ANY
SPAN 15'-0' OR
GREATER. REFER TO
TRUSS ENO. FOR
PRE -ENO tRU S 24"
ADDITIONAL
O.G. AX.
M
HORIZONTAL TRUSS
REINFORCEMENT.
SECURE TO
0'-0" TO 30'-0' (1)TRUSS
W/00
7X-5RACE
(2) 12d
30'-1" TO 60-0" (3)
NAILS
X-BRACE (1) X-BRACE
e CENTER AND (2)
BRACE DIVIDED
EQUALY FROM CENTER
ASJ'._xx
' AQ x�a X.
t0 END
CONT. 2x4 SP'F RAT RUN SECURED W/
2—STORY
(2) 12d's 0 EACH TRUSS
GABLE END
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d's e EACH TRUSS DIAGONAL
CROSS
_
X-BRACING t0 COVER 5-TRUSSE5 BRACING
5/8" GYPSUM BOARD OR 1/2" PIGH 8
STRENGTH CLG. BOARD
SCALE: 3/4' = I'-0"
ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF.
SPECS.) OR
WOOD SHEATHING
WRB LATER "I,
STUCCO WRAP
x
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
is
FASTEN TO WOOD STRUCTURAL
MEMBER 7" O.C. MAX
1/8' 'TEXTURED
FINISH a WOOD
X
'M' TYPE CONTROL JOINT
FRAME TO 5LOCK
CCXNNECTION SEE DETAIL
15/DI
Tr�&'WIDE
6' METAL LATH STRIP
STRIP SELF
`
AHESIVE FLASHING, CLEAN
MADSONRY BEFORE APPLYING
u"
TEXTURED
FINISH • MA50NRY
F;aff4klrkl!
VERTICAL CONTROL
BETWEEN DISSIMILAR
q ATERIALS
SCALE: N.T.S.
" T E G SUBFLOOR GLUED
ND SCREWED AS PER
FA EVER SCHEDULE ON
SHEET
.�D2
CFASTEN
U) W /(5) 12d NBBS A
PRE -
(INSTALL
�lG. FT iSQJLI EL BLK W/ `f
(I B CONTINUOUS
IBBON
6 FASTENING DET
SCALE: 3/4" =1'-0"
ROOF TRUSS UPLIFT
CONNECTOR Nat
SHOWN FOR
CLARITY (SEE
SHOP DMS-)
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO D5L. TOP PLATE
W/ USP SF'T24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
�OF EXTERIOR WALL
SCALE: NTS
XTERIOR WALL STUDS 4
WALL SHEAtNIWa
FASTEN STUD O BL.00K WALL
WITH USP MST STRAP WITH
FASTENERS AS SH INSTALL
STRAP • EA. EN UNO) 1
SPACE STRAPS AS OWS,
-110 MPH 'G'. 32 G.
-110 MPH 'B': 32' O
-160 MPH 'G': 32"O.C.
-140 MPH 'C' 48' O.G.
TOP OF STUD WALL
SOLE PLATE —
ic-:rr=
MASONRY WALL
CMU BLOCK WALL
PLACE STRAPS SPACED
AND FASTENED,
SHOWN WITH ONE
ADDITIONAL STROO At
EACH WINDOWJtNa 8111D
Vr=
COMMONAILS
.148DIA x 1 In'
STRAPS INSTALLED
OVER WALL SHEATHINGS
FILL ALL REMAINING STRAP
HOLES W/ 10,NAILS INTO
WOOD BAGGING
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
CONNECT BOTioM of
' STRAP TO CMU BLOCK WALL
W/ (i) TAPCON MASONRY
XTERIOR STUD WALL CONNECTIO
63
TO FIRST FLOOR MASONRY WALL
0 scALF. Nts
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
6~,
w
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4
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a
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A
i9L18DM de LOT:
CREEKSIDE
LOT 68
PROJECT*
MODEL:
4EBB
"1828—CALI"
GARAGE DVINCi:
LEFT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH Ev. C
ARCHITECT:
STATE OF FLORIDA
i
JDATW. 02/19/18
DCALE: i/r=l'-0"
33H&RIT
TOP PLATE
COL. MAX
SECURE 2X4 W/ 2-1/4•
TAPO" OR DRIVE PIN
(MIN. SHANK SIZE J49 MN.
HEAD SIZE 300 MN.
#NOTE: NAIL 5I4=ATNING TO ALL 2X A5 PER EXT. SH5AtNING NAILING, 86 4" O.C. t-IAX EDGES 4 ro'-8" D.C. MAX IN THE 1 ELZ)
� SECURE 2x6 MIN. TO SLK W/ (2) 'XB' A -BOLTS 4' EMBEDMENT I
(A) I W/ 2'k2"X)fi WASHER AND NUT SPACED EVENLY FROM FLOOR TO
�!! GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLIAJG.�
BT. PLA
at _UR.E t1D EAT1.41NG J� r
WITH MN 2d PER BLK
EA END E XTERIOR ARCHWAY
WITH WINDOW
i
l 1 arei �. 105:_11_m:
CLOSED VALLEY FLASHING DETAIL
N.T.5.
132' OL.
1 BO7T(
PBL. TOP PLATE
2X4 I6' OL. MAX.
1HHk;
SECUW 2X4 TO
WOOD W/2-12d i 6'-8'
OL. STAGGERED
SECURE 2X4 W/ 2-34'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .149 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Y4 W/IN 8'
EA. END NOT i °OEXCrMAX
AR(:; (U
Bt. PLACE J
2X4 SOLID BLOCKING
SECURE TO SHEATHING
I/2' COX
WITH MIN. 2-12d PER 15LK
EA. END
EXTERIOR ARCHWAY
2X4 SECURED TO
GABLE ENG W/(2)1
6'-8' OL. i
0lip
+�
� ,,I 7 -
O• 1 , • � 1
2X4 TOP PLA3,,, I `*" CLG. BOARD
UPRIGHT
L-PRE-FAIS 7
S 1/2' BOARD 1/2' CLG. BOARD TRUSS - AB
AL
1/2" CLG. OARD GOAT. TOf
WOOD 1�' DR ALL TRACKS, OP 4
UPS alb' BOTTOM Nz
L., UAN. 1/2' DRYWALL 1/2' DRYWAL
2X4 CONT. 2X4 WOOD 2X4 CONT.
STRESS STUDS a16" fiTRESS CHANNEL SHA
OL„ U.ON. BLOCKING 2X4 WOOD
BLOCKING MID -WALL STUDS a24' STUDS 24' OL.
MID -WALL SECURE BT. PLATE O.C. LAYER OF 1/2'
SECURE BT. I/2'X9' A TO SLAB W/ 10dTYPE GYPSUM
PLATE TO I!!' DRYIUALL 32' OL MASONRY NAIL a WALLBOA
W/ 10d MAY EMBE 32' OZ. MAX AT
NAIL a 32 O 5105012
MAX 2X4 PT.
SEATI PLATE --
GONG. SLAB PO DET ILa CONC, SLAB CONIC 6L
q d' .o : 4 C. SLAB
ATION
FOR T ILS sP 32' L. MAX 1ST FLOOR
1ST FLOOR 1ST FLOOR 1ST FLOOR TYP.INT. WALL
INT. BEARING WAL INT. BEARING W TYP.INT. WALL METAL STUDS
(NO UPLIFT) (W/ UPLIFT) ffZ-A
N—BRG.) NON—BRG.
8 SCALE: I/2'.I' SCALE: I!1'•I'- LE=In'.1'-08C SCALE: I/2'.I'-0°
TRUSS TO WOOD FRAMING
SIMP50N MT5-12
PRE-ENG TRUSS
PRE -Elsa TRUSS
—DO TOP ATE
2 ONT STRE55
DBL. 2X TOP PLATE i
51=4e32' O MAX
S I ID WALL
7/I6' 0.5B. a
2x 8 S 16' O.G. MAX,
OR'1/l6' ZIP SPEATHING 'a'
N
SYSTEM (INSTALLED PER
MANUF. SPECS.)
i SUBFLOOR GLUED
2X BLOCKING a
WED AS PER
TOP CP
A ER SCHEDULE
1/2' CDX
I FLOOR STUDS TO
=
2X STUDS 16' O.G. MAX Q
D FLOOR 5TUD5
w
SIMPSON MSTA-36 a 32'
2X BTM. PLATE—
Or- MAX
3/4' FLOOR DECKING
MSTA-36 32' OL.
MAX
PRE- ENGINEERED
FLOOR GIRDER
PRE-ENG FLOOR TRUSS
7\2.CONTNNOUS
DOUBLE TOP PLATE
PRE- ENGINEERED
FLOOR TRUSSOCKING
C
STRESS
MID WALL
CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLKTUDS
a 16' O.C. MAX,
W/ 1/4" GAP PROM BLK TO OSB.
_V
U.O .
1/2' P. WL. BD.
Q2
HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT
SEGU BT. PLATE TO
PERIMETER OF 0.5B. TO PROVIDE CONT. NAIL PATTERN
SP4a32' OL. AX
SLAB W 'x9" ANOHOR
O3
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
BOLT W/ WASHER SET IN
PLATE TO PORIZONTAL BLOCKING.
SIMPSON STRENGTH
a
EPDXY 1" E ED. MIN.
®
5HEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF IS' FROM SHEET BELOW
• .
SIMPSON 6104
32' OL. MAX
O5
INSTALL ALL SHEETS W,0FACE GRAIN PARALLEL
TO STUDS
g INT.
2—STORY L.B.
EXT. WALL SHEATHING
SCALE:In'.I'-0'
4 SCALE: 1/2"=1'-0'
PEAVR SIZE PER
SPAN ISHART.
DOOR/\
WINDOW
OPENING
A�-F®�=fly
o
SECURE 2x4 ONJ/
PLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
0 )J'X8' A -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'A WASHER AND NUT -
SPACED EVENLY PROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
I-2X6 PT BLOCK a CENTER OF
DOOR HEADER WKI)K'Xa' J-BOLTS
4' EMBEDMENT W/ 2"X2'A' WASHER
AND NUT. --
0 `NoTEs: C
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUPAGTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
/� BUCK ATTACHMENT
G��-d� Of =NiVCa
a 4
°
a PRECAST LINTEL
d 4 o
°
a
i
I4
`
TO SECUREM
ED MIN l L T1-4AN
c
I I ', WIND T E
a
SE t0 L GK
a
4 LOCKS
T BLOCK W/ (2)
x3' C R DRIVE PIN
! N ANK SIZ 145)
w
IN 8" OF EACI-4 AND
O.C. MAX SPACI
°
a0041
a
a
CMU W L
1
.;-0 — G
a a
°.` Q
v
G-
c °14 g
a '
__��__
4, a
ARCH WINDOW FRAME
/ TYP. EXTERIOR WINDOW/
DOOR OPENING WD FRAMED
"1- anni
SCALE: 3/4" = I' -0"
PRE-ENG TRUSSES W/TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
Z55ON
LE/-12
OZ.
LOTA JACK
VUD, SO
OPENI
2x St S a I6" OZ. MAX W/
5P THING. SPEATPING t0 BE
HIN }' OF WINDOW/ DOOR
PENING AND SECURE PER
NAILING SCHEDULE
KING 5TUD5 (SEE HEADER
SPAN CPART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY is A TIME.
12d NAILS, TWO WITHIN 6'
EACH END i NO MORE
TH 12' O.G. STAGGERED
SP4 P5 a TOP AND
BOTT LATES o EA FULL
LENGTH S D, BOTH 51DES
OF OPEN[
SHEATHING T AP TO
BOTTOM OF NG'D
TRU55 BELOW. THING
MUST NOT BREAK I'- 'MIN.
FROM 2ND FLR. LINE
-ENG TRUSSES OR
FRAMED RAFTERS
a
2x RIDGE ONE SI RGER
THAN RAFTE IZE
MIN. (3) [2d NAILS
MIN. (4) 10d GUN NAILS
2x4 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
NO, NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS a EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG TRUS6
HEADER SIZE PER
SPAN CHART.
o�
TYP. INTERIOR
11 anAi
i� DOOR OPENING WD
»5 REBAR VERT. IN
SOLID GROUTED CELL
9/9' TPICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
04A__'� CONY. FRAMED ROOF
SCALE. 1/2' -1'-0'
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS a i6' O.C.
MAX
SIMPSON LSTA-12 A JACK
BOTH Sirm OF
PPIN
Ga16' OL. MAX W/
RING. SHEATHING TO BE
J' OP WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SOPEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND 5PEGIFICATION)
JACKS (SEE FADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
GK STUD ASSEMBLY TO BE
XID ONE PLY a A TIME.
USE NAILS, TWO WITHIN 6'
FROM E END f NO MORE
THAN 12' O . TAGGEREP
1/2'x9' AB. MIN. i'
EMSEDMENMT B' F
END M 32' OZ. MAX.
SP4 OR P5 a TOP AND
BOTTOM PLACES o EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
LINE OF SLAB
CORNER BEAD
SEALANT t
BACKER ROD
8' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 Pt. wl
AiTACPED TO FILL
CELL AS PER
PRODUCT
SPPROVAL REO.
FROM MIAMI-DARE
COUNTY
WEATPER STRIP
MOULDW4 ALL
AROUND(BY
DOOR MAN-F.)
FASTENED TO
WOOD JAMB W/
3/16'xl 1/4' LAG
GALV. STEEL
VERTICAL TRACK
-- `-OVERPEAD DOOR
SCREWS
BY MAUF.
I' MIN. BY OTHERS
SLIDE "
FASTENED TO
TRACK BRACKETS
ROOM
W/ I/4'40XIR'
GARAGE DOOR JAMBS
CARRIAGE BOLTS
SCALE: 1/2'=1'-0'
AND LOCK NUTS.
PRE-EN(S)
MTS-12
1/16' 08.5.
2X4 pBL.
TOP PLATE
» I1115 UPLIFT
SIMPSON PTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCON5 TO CONT
POURED LINTEL
» 1000 UPLIFT
(2) SIMPSOMI PTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCONS TO CONT
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' GOB
2' APART
TRUSS ANCHOR
12 RETROFIT
N.T.S.
CONTROL DATE: 07/01/15
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
00
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st?BDM AC TAT:
CREEKSIDE
LOT 68
PROJECT#
MDDELA
4EBB
"1828-CALI"
GARAGE FgWMG:
LEFT
FADE:
MISC.
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
r
FrIPRINT
DATE: 02/19/18
SCALM i/r=1»-0"
SHEET
j
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit#
Owners Name
Applicant
Opening Design Product
Product
Rated
Product Approval
Manufacturer
Model #
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
1/4" concrete screw 6" edge distance @head, 4" edge
Swing door
(+36) / (-47)
(+67) / (-67)
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @jamb, 4" each side of transom centerline to
bucking. Fastenerspacing @ 15" o/c max. @head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1; 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3J16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) / (-54)
Ply Gem
Ply Gem 1504
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ head. 11/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
5H Window (Integral
(+38) / (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1504
FL16104.1-R6
Nan Impact
from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4"
Mulled)
embedment. Eight additional tapcons top and bottom
required horitantally, one midspan vertically each side.
Install per manufacturers recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Builders Series
distance. 6" max o/c from corners and 20 3J4" max o/c
Sliding Glass Door
{+33} / (-41)
(+50) / (-50)
Ply Gem
4780
FL14634.2-R3
Non Impact
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for comers.
Tapcon required 3" each side of center of opening top and
Opaque single door
(+36) / (-47)
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C
Double Garage Door
(+29) / (-35)
(+46) / (-42)
Clopay
16.20 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" di a. heads, long enough to penetrate
through plywood or 3/4"into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-1110
shingle placed 6-1/8"above the butt edge, approx. I" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
Interwrap
RhinoRoof U20
FL15216.1-R3
gauge 1'/e" annular ring -shank nails,
spaced 6" o.c. at all laps and three staggered rows
fastened 12" o.c, in the field of the roll
Soffit
+31.6, -38.8
(+157) J (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete /masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance 12" o/c max. spacing. Can be headed screw
oral) thread but with wing nuts.
1/4" x 24 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3J4" in concrete /masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R2
edge distance 12' o/c max. spacing, Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Huber
Wall Sheathing
17147-R2
•1 N. RONALD REAGAN BLVD.
LdNGW00D, FL 32750
PH: 407-774-6078
FAX: 447-774-4078
www.abdesigngroup.com
AA #: 0003325
Ic,
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SVHDTV. de LOT:
CREEKSIDE
LOT 68
PFiOd&CTtji
MODAL:
4EBB
"1828-CALI"
GARAGE 8'IrlrTCi:
LEFT
PAGE:
PRODUCT
APPROVALS
160 MPH EXP. C
nATi6 02/19/18
aiiEET