HomeMy WebLinkAboutBUILDING PLAN PAGE 1-1699
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1430
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Tel:
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Fax:
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733-7972
ST. LUC E COUNTY
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PLANS AND
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• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMESDO.
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- A FIRE PREVENTION CODE 6TH EDITION
-NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
-ALL LOCAL AND STATE CODES
.000UPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS B
• BASIC WIND SPEED — Vult=160 MPH
Vasd-124 MPH
• EXPOSURE - C
• 1—STORY RESIDENCE —
• 2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL
AND STATE CODES
ABV. ABOVE LAY. LAVATORY
A/C AIR CONDITIONING LUM. LUMINOUS
ADNSTABLE M.C. MEDICINE CABINET
ALT. ALTERNATE M. 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. CLEAR PL PROPERTY LINE
coNc. CONCRETE P.B. PUSH BUTTON
CPT. CARPET PH. PHONE
C.T. CERAMIC TILE PLT. PLATE
D. DRYER PLYWD. PLYWOOD
DBL. DOUBLE PR. PAIR
D.G. DUAL GLAZED P.T. PRESSURE TREATED
DIA. DIAMETER R. RISER
DIM. DIMENSION W. RADDIS
DISP. DISPOSAL R.A.G. RETURN AIR GRILL
DP. DEEP REF. REFRIGERATOR
DR. DOOR RM. ROOM
D.S. DOWNSPOUT R.O. ROUGH OPENING
DTL. DETAIL S.D. SMOKE DETECTOR
D.W. EAC�LAsrIER S.H.TSINGLE HUNG
ELEV.A. ELEVATION SHTHG. SHEATHING
EQ. EQUAL sm. SHOWER
ExIE. OR sm. SS
SL SLIDING
F.G./FX . FOED GLASS SL. GL. SLIDING GLASS
F.G. FUEL GAS sm. STANDARD
FIN. FINISH SWS SHEAR WALL
FLR. FLOOR SECTION
FLUOR, FLUORESCENT SC SOLID CORE
FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS
FTG. FOOTING THE 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 CIRGUTT TYP. TYPICAL
INTERRUPTER UAO. UNLESS NOTED
GL. GLASS OTHERWISE
GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF
H.H. HOSE BIB W. WASHER
B.C. HOLLOW CORE W/ WITH
HDR. HEADER WD. WOOD
HGT. OR HT HEIGHT WDW. WINDOW
INSUL. INSULATION W/H WATER HEATER
INT. INTERIOR W.I. WROUGHT IRON
REV.
DATE
DESCRIPTION
SHEET # DESCRIPTION
--
Ol 29 14
BID SET ISSUED
PG Cl—COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG lA—DOWEL PLAN
PG 1H—LINTEL SCHEDULE (CAST—CRETE)
PG 1B.1—SAFE LOAD TABLES
PG 2 —FLOOR PLAN
PG 3D—ELEVATIONS "D"
PG 4D—FRAMING PLAN
PG 4.1—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—HVAC PLAN
PG DI —FOUNDATION DETAILS SECTIONS
PG D2-1—STORY WALL SECTIONS & DETAILS
PG D3-2—STORY WALL SECTIONS DETAILLS
PG D4—MISC. DETAILS
PG D5—PRODUCT APPROVALS
PG WAI—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAILS
PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING
PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND
--
02 27 14
CONSTRUCTION DOCUMENTS COMPLETE 160—C ABS
--
06 05 14
RANEY 160—C 'TRUSS ENG. ELEV. "C" & "D"
--
12 11 14
A.B. MODEL CLEAN UP — J.M.
--
07 Ol 15
FBCR 5TH EDITION 2014) CODE UPDATE
07 12 16
QUARTERLY REVISIONS
__
01 15 18
2017 FBC UPDATE
• STATE OF FLORIDA
PROFESSIONAL R
ROLAND A. ABOUCHACRA
NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
SQ.FT. CALL. S
LIVINCs 1028 5Q. r-t.
GARAGE 430 SQ. r-t.
ENTRr 16 5Q. r-t.
LANAI 88 SQ. r-t.
TOTAL 2362 SQ. Ft.
A/C VOLUME 16.5 086
DRAWING CONTRACT DOCUMENT
REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF
THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
B DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
RITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
ROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ASED ON THE DRAWING SET.
WILL BE MADE
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
11, ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
9.
EXCAVATIONS TO BE A MINIMUM OF 31- 0" BEYOND NEW FOOTING LINE.
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS.
VI. STAIRS
40
VI I. ALL OTHER ROOMS
40
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
B. FLOOR DEAD LOADS R301.4 15 (PSF)
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
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
11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. 'THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
3. PER FBOR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN YANCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/4"
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 UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
naecniuDV
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'IN" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, 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 C270-082, 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'Y 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)
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2(STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION,
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS 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 IISIMPSON" 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 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PLUMBING
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR REX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
3.
CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH:
REINFORCING STEEL
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7.
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301;AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
10.
DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017),
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 124. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2511.
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_311
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 211
C. CONCRETE NOT EXPOSED TO WEATHEROR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/11
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS_ 11/11
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 FORSOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
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, 10" 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-1063.11A & 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 R703.7OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7,
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/411
TYPE "W" DRYWALL SCREWS AT 12" Q.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1441 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
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GENERAL
NOTES
160 MPH EXP C
Dp �`. 06/01/18
S9CAIM: 1 /41'= V - 0"
S3HEET
GN
DOWEL LEGEND
■ CONT. VERTICAL DOWEL
TO LINTEL COURSE
SECURE STRAP TO
UNIT W/ (2) 08xl 1/4
A/C
BHT MTL SCREWS
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
1z
=..r
SECURE STRAP TO
GONG.
GONG. W/ (2)-3/16'X2"
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD s 12` FROM STRUCTURE
2� 2" VTR
i
KITCHEN
I I i SINK W/ 2' VTR
2' I/2" AUTO VENT 1 1/2"
\ 2"� .�1
\ �-I 1/2'
1 1/21 \
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DIAGRAM
TO
MAIN
31l
I1'-0"
4' GONG.
SLAB EXTEND END OF PVC
CHASE UP 12" ABOVE
DI i HP y" COND. GONG. PAD 1 4
TYP.
EI \41
\ \ iL Coll
TYP, ,\ 24'X24"XI2° GONG. o I I • ° Q SLAB
\\ PAD W/3-S BARS
V •/ I VA E.W. ON CHAIRS 1' 0" S'-2" 3'-I�"
\\ MIN.3 COVER
\\ — -03 1/2"
i\
4' PVC \\ 4' GONG, REINF. W/ 6'x(o" 010 0 ■ ■ ■ �i
r C 4A5E�\ r U)JM ON 6-MIL POLY ETHYLENE L—
\\ — VAPOR BARRIER ON jio—
WELL-COMPACTED CLEAN EXTEND
TERMITE TREATEMENT SHALL SLAB 1 1/2
1 \\ 5E BORA-CARE
DI I \\
\\ 14'-3" 4'-8" 3'-4"
Ct
I
36"x60' \\ OL0'-O' FIN. ELEV. _X2 4 LLL
SHWR. PAN \\ FIN. CONC. S
W/ENCL. \\ LAB IL�a II 1 1
r \\ LDW�JL II OPT.I I
III IREF I
■II � �\'il i\ � � `� � II ■
I�q I II 1 PVC I
\\ �� _ II CHASE
\\ �I E L--, RA III FOR ELEC.
\\ I I j I TO ISLAND
m 3' 2" 11'-1" \ 15'-I0" 3'-6" 2'-9'
\\ I
■
DI DI C EXTEND _
_ SLAB 11/2"
�----
3 -0„`� 2X6 WALLLI. WAL I •
• BOLLARD AS I S lr:J
PER BLDCx. CODE DI \�r� r
LAV. I
I�
d
4" GONG.
g EXTEND -3 1/2' SLAB 0'-0' FIN. ELEV.
SLAB 1 1/2'
DI L _ FIN. GONG. SLAB I ■
s
LLI=
il/2' -1 " L_ � — ■
II 8 DI
DI p1 I
�, DI
2'-8" 16'-0" 2'-8" 6
21'-4" 4'-4" e 14'-0"
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- i=LOOR ELEVATIONS AT firEOLIfIRED rzGRI=SS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR bTH
EDITION (2011).
24'X24"XI2" GONG.
PAD W/3-"5 BARS
E.W. ON CHAIRS
MIN. 3" COVER
ro
on
1441 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:
FOUNDATION
PLAN
160 MPH EXP C
DATE: 06/01/18
sCALE: 1 /4" =1' — 0"
sHEET
I
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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DOWEL
PLAN
t*40,60 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
L
ACRA
DATE; 06/01/18
SCALE; 1/4"=1'-0"
8MMET
L- 3 -
L- 3
L 4
(2) 3052-5�4
EGRESS (2) 3052-Si-,
■ ■-----------
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--------------------
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EGRESS
L- 3
FLINT E 1L S C HIS D U1LlE
NOTE:
TIDE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OP EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
----------
LINTEL
CAST•�RET�
SCHEDULE
LINTEL LENGTH tYPE COMMENTS
NO.
L I 17'-4' 8F28-IB/17
L 2 4'-6" 8FI6-lAB/IT
L 3 8FI6-IB/IT
L 4 8FI6-IB/IT
L 5 9'-4' SFl6-IB/It
L 8F24-1B/It
L 7 4'-6" Ste�Fb-0B/It RECE85ED
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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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04321.000 06OR1
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4EBB
"1828-CALI"
CtARAGIC gVnNG:
LEFT
PAGIC:
LINTEL
SCHEDULE
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
6 2118\
06/01/18
1 8CALM: 1/4"=1'—O" 1
8MZZT
SAFE LOAD TABLES
FOR GRAVITY. UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
CA
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-OB
8F16-0B
8F20-OB
BF24-OB
8F28-OB
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-18
8F24-1B
8F28-1B
8F32-1B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" {42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5' 4" (64") PRECAST
1184
1223
1301
1809
2317
2826
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
1 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
658
1025
1514
2081
2774
3130
2404
11'-4" (136") PRECAST
445�5.98
598
935
1365
1854
2355
1793
2075
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
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700 1
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 1
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 1
240
470 1
720
1030 1
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
CAsr-CRer�
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-IT
8F28-1T
8F32-IT
8U8
8F8
8F8-2T
8F12-2T
81`16-2T
8F20-2T
8F24-2T
8F28-2T
SF32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
1 3165
4125
1 5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4' 6" (54"} PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-6" (90") PRECAST
959*
912
1475
1914
2354
2797K2634
591
657
990
1029
1466
1907
2351
2797
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
630
801
755
1192
1550
1910
2271454
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" {144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13' 4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
1 336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180 1
268
343 1
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C^ZTOIC444"
GRAVITY
TYPE
LENGTH
anus
8RF6-OB
8RF10-OB
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-16
8RF18-113
8RF22-1B
8RF26-18
8RF30-1B
4'-4" (52") PRECAST
1489
1591
1827
3053
3412
2982
4982
3954
6472
4929
7947
5904
9416
6880
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
1 6472
7947
9416
10878
5-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5' 10" (70") PRECAST
735
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
T-6" (90") PRECAST
665
761
1377
2252
1958
2451
1 2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1 1342
1614
1886
535
928
1497
2179
1 2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C�
UPLIFT
LATERAL
LENGTH TYPE
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
BRF18-2T
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
724
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7' 6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1 1369
1728
2088
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
d �
1-1/2"CLEAR
TYPE
DESIGNATION
2
F= FILLED WITH GROUT/ U = UNFILLED U = �:' �.!
C.M.U.
FQ
QUANTITY OF #5 REBAR AT Q
BOTTOM OF LINTEL CAVITY inn ? ' . • ,.
0 °a
GROUT
8F16-1
B/1 T z
#5 REBAR AT BOTTOM
• •
L
OF LINTEL CAVITY
NOMINALWIDTH
NOMINAL HEIGHT
QUANTITYOF#5
REBAR AT TOP 7-5/8"ACTUAL
BOTTOM REINFORCING
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 = 3500 psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1 /2"
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. fc grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2. N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/
4.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
3. Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 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 L/180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
field fi Bob added
ttom ottom eaed rebar to e 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.
7/32" 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.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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CREEKSIDE
LOT 60
P]EtDJZCT#
04321.000 060R1
MODEU
4EBB
/�
"1828-CAALI"
GARAGE S nNG-.
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
A.ABOUCHACRA
06/01/18
1 SCALE: 1/4"=1'-0" 1
SHEET
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINIS
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.'BA
5E IN
FLAME SPREAD AND 5MOKE—DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5
COIr♦ WENT MD CLADDNG WO LOADS
BASIC WIND EXPOSURE FOR 3 SECOND QUSM
OPENNOS
SQUARE
ZONE
16D MPH WIND (NO
REMIARXS
AID TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3—t
CRITERIA
80'10 O.H.D.
56
5
30/-38
160l0 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-68.29/
IF
ROOF TILE
N/A
3
-58.29
APPLICA51-E
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
I<S
WALLS
.: #r
10° < t <� 450
GABLE ROOFS
0<101,
e z I
1 C r 1
d P h I
GABLE ROOFS
1£1` < 0 :5 460
For SL I Idol . 304,8 mm, I degree = 0.017.5 rail,
Nate. a = 4 feet in all cases.
HIP ROOFS
109<075 3W
FIGURE R301.2(7)
COMPONENT AND CLADDING PRESSURE ZONES
10¢ _. 0 s 30g
FLOOR PLAN
NOTE:
—2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
— VERIFY CONDENSER PAD LOCATION WITH 51TE PLAN.
—OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPFED WITH SOLID WOOD DOORS NOT LESS
THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5—GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR
20—MINUTE FIRE —RATED DOORS.
EXTERIOR MASONRY
WALL 51%3. WEIGHTS
SQ.FT.
CALC.'S
LIVING
1828 5Q. FT.
GARAGE
430 SQ. FT.
ENTRY
16 SQ. FT.
LANAI
88 5Q. FT.
TOTAL
2362 5Q. FT.
A/C VOLUME
16086.5
cv
-4"
�n
DSL.
TOP
PLATE
MBAR DETAIL
H SCALE:1/2"=I'—O"
Q
e
DIM, v4RIE&
I
S
Fn cn
O VANITY
I
O VANITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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CREEKSIDE
LOT 60
PiZOJECT#
04321.000 060R1
Wca]Crt
4EBB
"1828-CALI"
GAP.AGE 8TfMG:
LEFT
PAti E:
FLOOR
PLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
BOLA
r
06/01/18
M 1/4"=l'-0T
2
v
0'-0' FIN. FLR.
8'-8' BRCS. HGT. ,
0'-0' FIN. FLR
REAR ELEVATION
TEXTURED FINISH
I�6
OFF RIDGE VENT
oll
8'-8" BRCS. HGT.
0'-0' FIN. FLR.
OFF RIDGr= VENT
RIGHT ELEVATION
TEXTURED FINISH
OFF RI�DC� t
r
a-
CLEFT ELEVATION
TEXTURED FINISH
OFF RI� T
FRONT EL-E i AT ION
ti=XTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBGR R103.4
- O'
J 8'-8' 5R3. HGT.
0'-0' FIN. FLR.
0-0' FIN. FLR.
.E
'1 OR
LENT
IRG. HGT.
'FYPON
!R OR
aLENT
3ED
CtYP.)
:IN. FLR.
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= .4X 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA =
TOTAL# OF VENTS REQUIRED =
TOTAL# OF VENTS PROVIDED =
SOFFIT VENTILATION AREA
LINEAR FEET OF SOFFIT REQUIRI
115 SQ. IN. PER VENT (net free area)
4.09
5
7 SQ. IN. PER LINEAR FT (netfree
area)
67.20
r—
� 1
I
� co
u
JI 4
(MOUVER DETAIL
SCALE: 1/2' = 1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PW 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 60
PROJECT*
04321.000 06OR1
asoaEs�
4EBB
"1828-CALI"
GARAGE gVrMG:
LEFT
PAGE:
ELEVATIONS
„ D„
%J60 MPH EXP C
`. 06/01/18
DATE.
SCALE: 1/4"=1'-0" 1
31H EET
3�
5JI
5J3
Ix4 DIAL. BTM.
CHORD BRACING,
TYP.
Ix4 BTM. CHORD BRACING
12' O.G. MAX., SECURED W/
(2) 10d COMMON NAILS •
EA. CHORD INTERSECTION,
_ — DErAL-zm = 7
As300
A6
y�A
A5
—
I
A4
_ _ A_3
OFF
A2
, J Q
I
_ AIA
_
— 22AX5C = = 4
_ _ = ACCESS u IY — _ —
-
- — — — — AjJB
AIP
3'-011 3'-��� 3'-01,
IX4 DIAL. STM. CHORD
BRACING, TYP.
-S"
FRAMING
PLAN
31=0 3 e011 I, 3 _011
CG;�
BJI
BJ3
GABLE END BRACING
SEE DTL. '4' SHEET 02
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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CREEKSIDE
LOT 60
PROJ'zCT�(i
04321.000 060R1
MODBiL:
4EBB
"1828—CALI"
GARAGE OWMG:
LEFT
PAGE:
FRAMING
PLAN
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
ROLAND A.ABOUCHACRA,I
� AR NO 93793
DATE: 06 /Ol /18
BCA M 1/4"=1'-0"
8IMET
4
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MITek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META-16
1985
(12) 10d x 11/2" 1-PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY,. EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8)16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
}
Z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 11/2", I -PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
2500
(10) 16d 2-PLY, EMBED 4"
(12) 16d 2-PLY, EMBED 4"
0
LUGT-2
2260
LGT-2
2150
BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
Q
DHTA-20
2430
DETAL-20
2480
(16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15+
4175
MGT+
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2+
9790
HGT-2+
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3 +
9860
HGT-3 +
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1 510 PARALLELTO WALL
147PERPENDICULAR WALL
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 11/2"
(10) 10d x 1-1/2"
MUGT15
4175
VGT
4940
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"x3"
HUGT
7185
(2) VGT
7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3"
MTW 12
1195
MTS-12
1000
(14) 30d x 11/2", (14) SOd
(14) 10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16)10d
(16) 10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20)10d
(24)10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20)10d
(24)10d x 11/2"
LSTA 12 ++
930
LSTA-12 ++
925
(10)10d
(10)10d
LSTA 18 ++
1235
LSTA-18 ++
1235
(14)10d
(14)10d
MSTA-18 ++
1310
MSTA-18 ++
1315
(14)10d
(14)10d
MSTA-24++
1640
MSTA-24++
1640
(18)10d
(18)10d
en
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(22) 10d
MSTA-36++
2065
MSTA-36++
2050
(26) 10d
(26)10d
H
KSTI236
3890
MSTI-36
3800
(36) SOd X 11/2"
(36)10d X 11/2"
KTSI248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48)10d X 11/2"
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) 8d TO PLATES, (8) 8d TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6) 30d TO PLATE
(6) 10d x 11/2" TO STUDS
MP34
525 IN F1 @ 160%
A34
515 IN Fl @
160%
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST,
HHCP2
800
HCP2
645
(10)10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18) 10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PHD4A
4175
VGT & HD7B
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
6775
ABU 44Z
2200
6665
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12) 16d TO WOOD
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD
LTS19+++
1205
LTT19 +++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (8)10d TO WOOD
Ln
LTS20B +++
1100
LTT20B +++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (10) 10d TO WOOD
O
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2"
Z
HTT45
5005
HTTS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 2 1/2"
UPHD11+
14395
HHDQ11-SDS
2.5+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONIC., (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS X" x 2W WOOD SCREWS
PHD5A
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED)
IN CONIC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD
TDX8
7870
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED)
IN CONC. (3) 7/8" STUD BOLTS TO WOOD
NFM3SX12U
2580
7130
MBHA
3.56/11.25
3475
5330
(1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONIC W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
Ln
HU54121F
3060
2710(100%)
HUSC412
(WOOD)
3635
2660(100%)
(10) 16d TO HEADER, (10) 16d TO WOOD
(10)16d TO HEADER, (SO) 16d TO WOOD
3325 (12S%)
3265 (125%)
Lu Lu
(D
HD410IF (CMU)
1950
5000
HUC410
(CMU)
1800
4500
118j 1/4"" x 3"" WS3 SCREWS, (10) lOd TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18)1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
=Z
HD210-21F (CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
(18) 1/4"" x 3""WS3 SCREWS, (10)10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
6065
SGUM26-2-SD
1430
5595
(4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGQTO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THEARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
H
Lu
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WI LL BE 7"
0
A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016.
SOFFIT SHALL COMPLY WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
* FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES).
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MINIMUM WALL& HEADER
STUD RED, ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH &.BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9, REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGLE
STORM' APPLICATION
SIZE
CLEAR SPAN
D5L 2
DE3L 2
D5L 2
D5L 2
x &
x 8
x 10
x 12
UP TO 5'-4"
5'-4' TO 1'-0'
1'-0' TO 10'-0'
10-0' AND OVER
TWO STORT-
APPLICATION DOUJN STAIRS
SIZE
CLEAR SPAN
D5L 2
D5L 2
D5L 2
D5L 2
x &
x 8
x 10
x 12
UP TO 5'-0'
5'-0" TO 6'-4'
io'-4" TO 8"-O"
8'-0' AND 01/ER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM PI=-ADER SPAN (Pt.)
UP TO
5'-0' TO
U.N.O.
4'-11 1/2"
7'-II I/2"
AND UP
NUMBER OF µFADER STUDS
SUPPORTING END OF I-13=ADER
1
2
3
NUM5ER OF FULL LENGTP STUDS
2
AT EACP END OF PEADER
3
2 x 12
(02 SYP)
1Aro" 055
NAIL (3) 12c:1 9 roll-S" O.G.
TYP. 2x12 BM./HDR.
1441 N. RONALD REAGAN BL
LONGWOOD, EL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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04321.000 060R1
MODEL•
4EBB
"1828-CALI"
GARAGE S IMG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP C
DATE: 06/01/18
SCALE: 1 /4"=1' - 0""
SHEET
4.1
ELECTRICAL LEGENp
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SINGLE POLE
IIOV OUTLET
110V OUTLET
1/2 OF OUTLET WIRED
TO SWITCH
/\
GFI
1111i OUTLET
EOMIPED WA%RND PAUL
INTERUPTER (TAMMR
RESISTANT TYPE)
220V OUTLET
(4) WINE CONNECTION
-�F- CaF1
EM- WATERPROOF
GROUND FAULT
NTERRUPTER
OUTLET
SWITC-4
SWITC4 4
3-WAY OpER
IV4
SWITCI.4
4-WAY OFER.
WALL MOUNTED
LIGHT
CEILING LIGHT
\Ol VP
VAPOR PROOF
J
LIGHT
`Ql
REC:M58ED CAN
�-
WALL SCONCE
PRE -WIRED
VENT. FAN
I CFM PER S4 PT.
VENT. PAN
W/LIGHT
1 CFM PER 8d Pr.
l
/n
VASLIMLIGHT
FIxrURE
I�
(BPEC'C4S Tpp DY
Bull —PER)
FLUORESCENT
�...,,+
2-BLLLB WRAP
AROUND
I
I--
_ �
12' FLUOREB@1T
I I
— —
—
4'FLUORESGENT
4' TRACK LWT
PANEL
METER
O8MOKM
S.D.
tut HATT. DwRE P
w7 HARDwrRE
DETECTOR
WALL MOUNTED
B.4T-r- BACK -Ulm
8D.
SMOKE DMTECTOR
W/ WARDWIIaE
® ty/ 0
GAW43ON MCNOXIIX
SMOKE DETECTOR
COT I�
BATT- BACK-IiP W/
HAROURE
INTER-CONNEGtEp
SHALL W A DIBTANC.O
OF NOT LE88 TWIEN 4'
l X)
FONDANT LIGHT
NATURAL GAS
r✓'
OUTLET
`
TELEPHONE JACK
UJI-4
HOATER
WI ION 53UREE
TO BE ELED VATE
Cili
pISGONNECT
AIR. C0NOMONNO
DISCONNECT
TV.
TELEVISION JACK
TO DE SUPPORTED IN
O J-BOX ACCORDANCE V BOX
MARKEP AS SUCH FOR
FLOOD L6HT
OPT. SECURITY
KEYPAD
--� P.El. PUSH-BU7TGN FOR CHIME8
.--� USB PORT
LOCATION OF TV JACKS ! PHONE OUTLETS 4
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR 6TH
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN -
CAPACITY OF 50 CFM INTErs1'11TTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.4 FBCR 6TH EDITION (201-1).
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CAALE PER ELECTRICAL PROVISIONS OF
F5CR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE: F5CR 6TH ED (2011).
ALL LAMPS SHALL 5E SELECTED 5Y
5UILDER AND -15% OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER F.SG ENEis�'sY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2017, 6th EDITION R404.1
OWNER'S
SUITE
PRE -WIRED N
CLG FAN �\
\
US
MGM
LANAI
I
CEILING
LIVING ROOM MTD. LIGHT I
TO 5E
INSTALLED,
GFI PROVIDE
PRE -WIRED \ / J-BOX FOR
CLG FAN —OPT. 1=AN
\ — — — —
1 DINING
I, ROOM
1
/
/
1
W.I.C. I
0.
BATH
BDRM. #4/
DEN
PRE:-WIR1=D ~ �
CLG i-AN
r — - l
�AY9�
RA/ I I
WH o 44"uUGFI I
AFF. F — — — 1
3:�'--�»
WALL MOUNTED /
LIGHT W/SWITCH IN /
ATTIC /
/
/
METER1IRRIGATION
GFI FI FIXTURE
FIELD CLG.
viR OUTLET
UTLET m
8Ar-P.
GARAGE
P.R. FOR
GARAGE
DOOR
` — — — 'OUTLET WITCH IN
GAB NET
FOR DW
r---
1
\\ GFI GFI
\ �I FOPT.
\ DW REF I
SINK KITCHEN L
PAN.
/ RANGE
FOYER i
OPT` -------------------- -
COACH
LIGHT
�1-{COD WIRE W/
OUTLET FOR
FUTURE MICRO
BDRM. #3
3:�
/ PRE -WIRED
/ CLG FAN
/
/
1
BATH #2
\ BDRM.#2
PRE: -WIRED
CLG FAN
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
Wa[s
Description
Space
Space
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
#12
2
20
Irrigation Pump
1000
3
4
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 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
Small Appliance
1500
1
2
8000
Range
50
2
#6
#10
# 12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
6
6
4500
Water Heater
25
2
# 12
1
20
Refrigerator
1500
7
8
#12
1
20
Dining Receptacles AFCI
1600
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptarles
1200
11
12
1500
_
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / Bed. #2 & #31 Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Liung Room, Lanai Ughts AFCI
900
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights & Rcpts 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
Owner's Suite A FCI
15
1
#14
Space
25
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
28
900
Extedor Lights and Recept GFI
15
1
1 #14
Space
29
30
1000
Irrigation controls only
20
1
#12
Space
31
32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 05%
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 wafts at 40%
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON AI NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Total Amps (watts / 240 wits)
142.8
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# waits/ckt Total Watts
General Lts & Rec Panel A 1
91
617
_ 5549
1�O Al IF LECTRIC;AL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
COMPANY RE:QUIRE:ME:NTS.
5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS
NOTED OTHERWISE:.
POWER COMPANY
TRANSFORMER
GRADE:
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE:. PROVIDE 3 01 COPPER (CU) IN
1-1/2'' DIA SCHEDULE: 80 PVG CONDUIT OR PROVIDE: 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE: WITH THE: ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3"2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 9 OVERHANG.)
COM51NATION SERVICE IZ0150 AMP
DISCONNECT SWITCH ANp /240 VOLT
D
ELECTRIC METER IN 1 PHASE
NEMA 3R ENCLOSURE MLO
PANEL
150A/2P
MC5
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTE:RSYSTE:M BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION (2011).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN Bl.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
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04321.000 06OR1
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"1828-CALI"
GARAGE 8111111
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP C
'A �`. 06/01/18
SCALE: 1/4 11=1r — 0"
SHEET
M
CALI EQUIF°MENT 5CH=DULE
3 TON5
MFG
CARRIER
G.U.
251-45G536A*30*
A.H.U.
PX41DW5,F1031L
HEAT
5KW
SEER
15 SEER
TOTAL GAP
34800
ELECTRIC
208/230/IHP
5RKR
G.U. 35 A.H.U. 35
REF LINES
3/4' E 3/8'
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SCALE: 1/4 1 - 0"
SHEET
(V b NEBAR Vt-RTIGALLY W/ GONG.
POUR CELL STUDS
SEE Y GODS FORMS FOR
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R-VALUES ATE STUD W/
Z SP • Or-MAA X
1E)(T)JRED FINISH 2800 PSI • 20 DATE
PLATE To SLAM Wv i' MAX.1 R PLATE ro Z. MAXWv lod 6 WLAAW WED 1.
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,a• 1,-m�� 4 FILL. TE TREATMENT TO ME 4' I, 4„ FORA -CARE RED AT FRAMWC•. 4„ EORA- APPLIED AT FR.4MNG-
• . TERMITE TREATMENT TO ME _
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f D
W/ BLOCK WALL �(�1 AT L.B.W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED
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GR� RECE®0 FOi
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WELL -COMPACTED
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e7 w w a f SCALE: In'°I'_®:
.- GDER ON WELL -COMPACTED GLEAN �' w - ° a �
F TERMItE'MEAtMETIt SHA-L EE - w °
° z Mob ON CHAIRS a a 4' GONG. REINFORCED W/ tt'X6'AWA)OUIk ° e °
i°. "GAS L > } Z m 4' CONIC- REIWOPZED W/ 6'X6' WL4>dLU 8" VARIE9
m ° _ - a OR FIEERFIE6H ON 6-MIL VAPOR - I' RECESS FOR
4� W O < 3
64P. TRACK
ON CHAIRS - -�` 6 - RIDER ON WELL -COMPACTED CLEAN FNI&i FLOOR
�- RETARDER ONW OR WELL-COMPACTEDCLEAN • • FILL. TWO TO ME
w (U b-
O C° 4" • RE AM P AT FRAMN& -
"' U o - FILL TERMITE TREATMENT TO ME
AGE STEP—UP FORA -CAPE AP _
I' ARPLIED AT FRAMING. K a °
ZK 4' 1'-�^ �,�� 4" 8" B' 4'
v
2—STORY L. B. W. � Q � � 21 S REBAR ON GHAiRb - Z, (3) IS REBA ON c4411%
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
od
U
W
may..
O
F
A
F
Q
ti
6 EXTENDED FOOTING
GARAGE STEP—UP
1—STORY L.B.W. SCALE:IR'=r-m" °a° y��;�%� i,?�,��%�� i���. ���� ��� ,� i�,r suan : 8a LOTS
W/ UPLIFT 1—STORY FOOTING 2—STORY FOOTING% ''
FOOTING E SLAM GURBHE A IEO 8 AT GARAGE A AT GARAGE SLAB AT S.G.D. m CREEKSIDE
@EqXnT!]ENDED ALE= In I' In' 06 B Y SCALE= 1/2'
SCALE: r°r-0'
2 SHOWER RECESS FOSTER
SCALE: I'.I'_0' LOT 60
y
Hr.
Z -
(1) b SMEAR VERTICALLY W/ CONG L
POURED CELL NG, RENP. W/ 6'x6' WIIAXWIAO WIM
PROJECT
SEE ENEN - ON 6-MIL POLY ETHYLENE VAPOR 0 4 3 21. 0 0 0 0 6 0 Rl
INSULATION R- — ° RETAIIDEIR CK WFATMENT SHALL GLEAN
TEXTURED I TERMITE TREATMENT SHALL BE
E CARE MODEL:
°' CMA1 (2) b ON CHAIRS
In' LAB AT GARAGE °�1iED °O °IM
°" 4EBB
VARIES RELEV. 77 77
7 SERVICE DOOR T'EYERT'GAL�BAR 1828—CALI
E: In =I.0 TO HGRIZGNTAL
0'-0' FIN. F-R. )FEAR W/ 10' HOOK L TIE VERTICAL
TO HOPW
° GROUlVCO BOND SEAM a R 9ARIW 70' CiARAC1S ®1►iNCi:
w roP a 4' GONG. REINFORCED W/ 6'Xi NOT USED �18 CAULK ' °E'v ° ° ° °° — VARIES F£R ELEV. - PER ELEV.
Tuc
WIAXWA UP OR FIEERME&I ON 1 ° — LEFT
6-MIL VAPOR RETARDER ON GAe LINE USED ro '° L-COMPACTED GLEAN FILL.a a
FOND SEAM
o ..� ° Ire TREATMENT TO ME POURED LNrEL CORN7- (TYP.) I k Pvc SLEEVI= g�NOT
" PAGE:
-CARE APPLIED AT ,'6: B' CMU FILLED CELL (TYPJ FOR GAO LINE - O
FRAM m U 6' PVC OIASE TNRU FOOTW.K•
z O 4' s' S�� 4�� (3) b RE ON CHAIRS 2X WALL PRAMNG Cl S' CMU °a °
2' (4') V X'V EI BFDTS orrT(4) 7 Xx1 XI/S' In. DRYWALL I -STORY MONOLITHIC
WA&-IER AND NUT SPACED EVENLY FROM WOOD E'a (2) b RE6AR ON CHAIRS
° FOUNDATION
B FLOOR TO OND BEAM. SET IN JOINTS (36 IEHA EAR ON CRS W 2-TORr°
2—STORY FOOTING PRIOR rOFlLLWG.(SLEEVEl IT) 4. ° DTLS/SECTIONS
SOLID POUR ALCEPTABLE MRET1iOFlt)
19 W BLOCK WALL EXT./INT. FRAME WALL TO 4°: 160 MPH EXP C
SCALE: I/2'.I'_m° (1) UI REBAR vERT1GALLr w/ ccWG
BLOCK WALL CONNECTION ° R'OUR CELL
15 KALE In' P 0' SEE ENERGY LODE FORMS FOR IA
. -
q ..
INSULATION RVALUMS
a
S CNN
L
°
CLEANOUT RED
IL
CL.EANOJT REC.211RED
GAS LINE THRU BLOCK
1n'
FOR INSPECTION
FOR INSPECTION
16
GYP. WL.00.
a
z
WOOD EASE
Q
w
4• GONG, REINF. WV 6'x6' WIAML40 WIM
-
-
NOT USED
-
z
ON 6-MIL POLY ETHYLENE VAPOR
WELL-COMPACTED CLEAN
0'-0' FIX FLR
0'-0' FIN. PLR
FILL- TERM( 71EA
_
i
��
°
TIE REBAR
°
°
IE VERTICAL REBAR
(1) b REBAR SET W 61NIPSON HGH
6
ORMIGAL
YG HOItlZONtAL
d
°
H
STRENGTH EPDXY 6' EMBED. MIN.
(2) b IEEAR • 1-STORY
_
�6AR W/ 10' HOOK
°
IRWl 10'AL
L
(3) b REBAR • 2-STORY
4.
°o_
OUTSIDE REBAR TO ME
b' PVC CHASE THRl FOOTING
CONTINUOUS
-
6 ° °
m O
O
.
4' CONC. W/ WLENIE
°� �..
n
a �°.
(1) b PERT. vwf-y
LAPPED W/ BOND EE.N'I
'.
°'..
-MILREIN
Y ET1
U111'•1 ON 6-MIL POLY ETHYLENE
�
VAPOR RETARDER ON
°
(1) b REBAR AT CORNERS
L
I -STORY
�
LLELL-COMPACTED GLEAN FILL
tFJOMITE TREATMENT SHALL ME
a"
-
W/ 20' LAP MN.
n
4° a" 4"
-4.
(2) b FEBAIR ON CHAIRS
2-STORY
HORIZONTAL/VERTICAL
BORA-CARIE 2'-1" MIN. LAF (3)b REBAR ON CHAR" HORIZONTAL/VERTICAL REINFORCING AT
r.' PIPE THROUGH %REINFORCING BEARING CHANGE pR 06/01/18
TYP. RETROFIT FOR 1—STORY FOOTING) °®' F =I-O DATE:
OMITTED DOWELS A REBAR LAP AT FOOTING TYP. REBAR LAP SCALE:1/4 B �W/ BLOCK WALLBLOCK WALL CAT LINTEL t3I�ET
CORNERS
= I jo, OD��—
AL,L: EXTERIOR FOOTERS AT F'INISII SL7AB'S TO BE MIW. 12" BELOW UNIDISTTJlRlPE1D SOIL, CONTROL DATE: 07/01/15 ��
FIBERGLASS SHINGLEc
OVER #30 FELT PAPEI
INSTALLED PER FBCI
RR905.1.1 ON a, 0.62
SHEATHING OR J" CD
PLYWOOD SECURE-1
PER FASTENEI
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 GOAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
aaap
P
1—STORY
1 BLOCK WALL
SCALE:
;EE ENERGY CODE FORMS FOR
4SULATION R-VALUES
GYPSUM BOARD OR i" HIGH
TRENGTH CLG. BOARD
ONC. FILLED LINTEL BLK W/ (1)
i REBAR CONTINUOUS
RECAST LINTEL
'-E ENERGY CODE FORMS FOR
SULATION R-VALUES
,.,INDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U 05 RE:BAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS B 16" O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER °30 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON J' O.S.B.
SHEATHING OR J" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE:
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE: DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"x9' A.B.
w/ 2' DIA. WASHERS, -t'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
GONG. FILLED LINTEL
BLK. W/ lU 05 REBAR
CONTINUOUS
PRECAST LINTEL
5/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) 15 RE:BAR
VERTICALLY W/ GONG.
POURED CELL
8" CMU
TYt�.
o.H.
1—STORY �o
GABLE BLOCK
� WALL
SCALE:
2x4 BLOCKING BETWE:E:N TRUSSES
AT FIRST FIVE BAYS 4'-0' O.G.
(AT SHEATHING SEAMS)
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
E:NG. FOR SIZE: AND CONDITION)
WD. TRUSS 24" O.G.
MAX.
(2)CONT.
12
2x4 RAT RUN SECURED W/
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8' GYPSUM BOARD OR 1/2'
HIGH STRENGTH GLG. 50ARD
IX2 FIRE -STOP
SEESEEENERGYY CODE: FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -cast CONC. SILL
Ix2 P.T. FURRING STRIPS a 24' O.G.
d'B o EACH TRUSS
(2) 12
1/2' GYP. WL. BD.
WOOD BASE
2X4=
SECURE TO BLOCK W/ W
2x4=
2X4=
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/ V
SECURE t0 BLOCK WNs'
TAPCONS OR DRIVE PIN
DRIVE
(MIN. SHANK SIZE .145
TAPCONS OR PRIVE PIN
(MIN. SHANK SIZE
MIN, HEAD SIZE _SM
MIN. EMBEDMENT I Y4)
(MIN. 614ANK SIZE .14b
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
B, cMU
8' GMU
WITHIN B' OF EACH END 4
IB' OZ. MAX SPACING, NOTES STRUCTURAL 2X MUST BE
MIN. EMBEDMENT I Y4)
WRHN 8' O? EACH END f
NOS' STRUCTURAL 2X MUST BE
MIN. EMBEpMENT 1 Y4')
WITHIN B' OF EACH END 4
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE J BEGUIQEP1'X4'
15' DRYWALL
OR 1'X7' P.T. NAILER
V DRYWALL
ON OUTSIDE 4 SECURED THROUfsH
27[i®
18' OZ. MAX $PACNG.
ON OUTSIDE 4 SECURED
I8' OC. MAX SPACIYx�//_Ix4
THROUGH NON-STRUCTURAL �4'
P.T. OR VvxX . MIN. SECURE THRU
PX4' OR I'XZ' P.T. NAILER
NON-STRUCTURAL RT INTO
SECURE t0 BLOCK MIN. I -A' EMBEDMENT INTO
THROUGH NON-STRUCTURAL T
tAPGON MIL I-Y4' EMBEDMENT
2X6a
SECURE t0 BLOCK
T MIN, I-Yi EMBEDMENT
FRAME 4 EXTEND INTO BLOCK W/
❑ Ix4 P.T. OR Ni X4' MIN.
SECURE THRU FRAME 4
PIN
TAPCONS OR DRIVE PM BLOCK
SECURE
SECURE TO BLOCK
INTO BLOCK
W/1-1/4' TAPCONS OR
INTO BLOGIG
TO 13L
((t, RI
PIAIK OR DRIVE PIN
A
EXTEND I-Y4 INTO BLOCK
(MIN. SHANK SIZE J48
W/J- ,' TAPCONS OR
DRIVE PIN
(MIN. SHANK STYE .10
.
W/ ?!4' TAPCONS OR DRIVE
❑
MIN. HEAD 612E 300 'CRY
MIN. EMBEDMENT I YEN :DRYWALL
DRIVE PM
(MIN. SHANK SIZE .145
' qyU
SHANK SIZE .145
CMIl
MIN. HEAD SIZE 1-y ,
MIN. EMBEDMENT I Ys
PIN
IMIN, SHANK SIZE 1415
WITHIN 8' OF EACH END �
'X4' OR IX2' P.T. NAILER
MIN. HEAP SIZE 300
DRYWALL
MIN.
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y41
' DRYWALL
WITHIN 8' OF EACH END 1 18' OC. MAX
MIN. HEAD 61YE 300
IB' O.G. MAX SPACING.
2X84� ❑
MIN. EMBEI:q N I Y4')
WITHIN V OF EACH END <
❑ 'X4' OR I'X2' P.T. NAILER
WITHIN S' CP EA04 END 8' OC. MAX 6PACING. ,
OR DO' P.T. NAILER
SPACING
MIN. EMBEDMENT I-Y4
SECURE TO BLOCK WR-
''18'
18' O.G. MAX SPACING:
rIX4'
WITHIN B' OF EACH END 4
OC. MAX SPACING
TAPCONS OR DRIVE PIN OOR CING
2XBm
SECURE TO BLOCK WMU4,
N4' O.SE. X 4' MIN.DOOR
CASNG
DOOR GABNG
[MIN. SHANK SIZE J45
HEAD SIZE 300TAPCONS
PAPOOR
SECURE TO BLOCK W/J-�i(
OR DRIVE PMDOOR
DOOR CA6NG
TAPGONg OR DRIVE PIN
POOR CASING
DOOR JAMB OR WNDOIUMIN.
JAMB OR WINDOW
JAMB OR WINDOW
EMBEDMENT ! Y41DOOR
TTACH 70 2X PER
(MIN. SHANK SIZE .145
DOORJAMB OR WINDOW
(MIN. SPANbK SIZE.K5MIN.
MIN. HEAD SIZE 300
JN'16 OR WINDOWATTACHTO
IX PER MANUFACTURES
ATTACHTO 2X PER
MANUFACTURES DETAILS.
WITHIN 8' CP EACH END 4 MANUFAGTUREB DETAILS.
10' O.G. MAX SPACING.
MIN. HEAD SIZE 300
MN. EMBEDMENT 1 V)
ATTACH t0 7X PER
MANUFAGTUIIEB DETAILS.
MIN. EMBEDMENT I Y49
ATTACH TO 2X PER
MANUFACTURES DETAILS.
DETAILS_
NOTE: SHIM A8 NEEDED TO PLUMB
NOTE: 8141'1 AS NEEDED TO PLUMD
WITHIN 8' OF EACH END 4
I5' O.C_ MAX SPACING.
NOiEi SHIM A8 NEEDED TO PLUMB
WITHIN 8' Cr- EACH END 4
18' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB
Ys')
TE: NOSHI'T AB NEEDED TO PLUMB
JAMIB tD0 NOT EXCEED Y4')
JAMB (DO NOT EXCEED V)
JAMB (DO NOT EXCEED Y4)
JOINTS [DO NOT EXCEED
JAMB !DO NOT EXCEED Y4 )
DOOR JAMB TO BLOCK +9/4 OR +5/4
DOOR JAMB TO BLOCK +1-I5 1�"
18
DOOR JAMB TO BLACK +3'
DOOR JAMB TO BLOCK +3-7/18"
DOOR JAMB TO BLACK +3/4 OR +5/4
/'wl 1/OJDOA TO BLOCK +3/4 OR +5/4
L. NDiDOII TO BLOCK +1-15
IORDOiW TO BLACK +3'
iACK +3-7/18"
WDiDOF TO BCACK +3/4 OR +6/4
3/8' •I'-0'T_
i /nE
��r
2X4=
TO R w/ING,
SE4CWiE TO BLOCK W/ aii'
SECURE BLOCK W/'N`'
TAPCONS 18 ODRIVE PIOCK
SECURE TO BLOCK WN1
TAPGONS OR DRIVE PIN
TAFCOr0
OR DRIVE PM
(MIN. SHANK BITE .148
TAPCONS OR PRIVE PIN
(MINSHANK SIZE 148
lMIN. SHANK SIZE
(MIN.
MIN. HEAD 817E 300
(MIL SHANK SIZE .145
MIN. HEAD SIZE 300
.W5
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4) WITHIN
MRN. HEAD SIZE 900
MIL F EACH END I Y4) WITHIN
B' OF EACH END 4 18' O.C.
MIN. EMBEDMENT I Y4/ WITHIN
8' OF EACH END 4 18' O.C.
MAX SPACING.
MAX S
NOTE: STRUCTURAL 2X MUST
MIL EMBEDMENT I Y41
WITHIN S' OP EACH END 4 NOTE, STRUCTURAL 2X MUST
MAX SPACING.
B' OF EACH END 4 18' O.G.
MAX SP'�^�'
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
18' O.C. MAX SPACN& BE ON OUTSIDE 4 SECURED
7X6:m
2X&=
BE ON OUTSIDE 4 SECURED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
2)[bmt THROUGH NON-STRUCTURAL
SECURE TO BLOCK W/U-%'
SECURE t0 BLOCK Wn_v
THROUGH NON-STRUCTURAL
WR-W TAPCONS OR
94' TAPCON MIN. 144'
SECURE TO BLOCK W/1-1/4' W TAPGON MIN. I-N
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIy
4l(►' TAPGON MIN. I-Y4
DRIVE PIN
EMBEDMENT INTO BLOGC
TAPCONB OR DRIVE PIN EMBEDMENT INTO BLOdC
(MIN. SHANK SIZE J45
CMIK SHANK SIYE J48
EMEEDMENT INTO BLOCK
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .146
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
8, GMU
MN. HEAD SITE -100
MIN. EMBEDMENT I Y4 >
MIN. EMBEDMENT I Y4) WITHIN
8S CM
MIN. EMBEDMENT I 14')
DRYWALL
K' DRYWALL
MIN. EMBEDMENT I Y4) B' CMU
WITHIN 8' Or EACH END 4 8' GMLL
ID' OC. MAX SPACINWG
B' OF EACH END 4 18' O.G.
K' DRYWALL
WITHIN e' OF EACH END
4 15' OC. MAX SPACING.
I'X4' OR P.T. NAILER
WITHIN 8' OF EACH END 4 J{' DRYWALL
IS MAX
lj' DRYWN_L.
MAX SPACING.
I'X4' OR P.T. NAILER
❑
2XB,®
NP 7X SECURE TO
SPACING. ❑ PX4' OR 1'X2' P.Y. NAILER
2XB:m ❑ PX4' OR 1'X2' P7. NAILER
CASING
2X84�
SECURETO BLOCK WQ-ir,,'
ooR CASING
SECURE TO BLOCK
STRUCTURAL MEMBER
SECURE 1'O BLOCK W/I-I/4' ' P.T. XI
SECURE TO BLOCK WPNNo'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
W!1-i(�' TAPCONS OR
WK2717d WITHIN 8' Cl- EAOFI
END 4 b' TO B' O.C. MAX
TARcONS OR DRIVE PIN
MIN_eMINSHANK 61 .145
MIN. HEAD SITE 300 DOOR JAMB OR WIDOW
(MIN. 9HAIVIC SIZE J45
MIN. HEAD SIZE 3I
DOOR JAMB OR WINDOW
DRIVE PIN
(MIN. SHANK SIZE 145
OOR CASING
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y4'1 WITHIN ATTACH TO 2X PER
MIL EMBEDMENT 1 Y4) WITHI
TTACH t0 2X PER
MIL HEAD SIZE 300
,
MN. EMBEDMENT 1 Y4)
DOOR JAMB OR WINDOW
TTACH TO 2X PER
MIN. EMBEDMENT I Ya'1 ATTACH t0 2X PER
WITHN 8
S' OF EACH END 4 18' O.C. MANUFACTUIeS DETAILS.
S' OF EACH END 4 18' OC.
MAX SPACING.
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
OF EACH END 4
18' OZ. MAX SPACING. ANUFACTURES DETAILS.
MAX SPACING. : SHIM A8 NEEDED TO PLUMB
NOTE: SHIM A8 NEEDED TO PLUMB
I8' O.GMAX SPACING.
. NOTE:
SHIM AS NEEDED TO PLUMB
NOTE: BRIM A6 NEEDEO t0 PLUMB
JAMB (DO NOT EXCEED AW)
JAMB (DO NOT EXCEED Y4)
JN"R9 CDO NOT EXCEED Y4)
JAMB (PO NOT DZEEPV)
DOOR JAMB TO BLOCK +1-1 2"
DOOR JAMB TO BLACK +2 }
DOOR JAMB TO BLACK +3"
DOOR JAMB TO BLOCK +3 3/4' 'v
inl VHIDOlT TO BLACK +1-1 2"
�nl 1PRiDOW
"
TO BLACK +2 1 4
/� WDIDOW
TO BLOCK +3"
/v1 SnNDOA TO BLOCK +3 9/4-
SCALE: 3/8'•I'-0'
SCALE: 3/8'•I'-®'
'` SCALE: 3/5'=1'-0'
\�Y SCALE: 3/8'=I'-0' N
FASTENER SCHEDULE NAIL REQUIREMENT5
ROOF DIAPHRAGM
USE 1/16' O.S.E. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.G_ AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDfAtE SUPPOR S. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.C.
51ZEI
HEAD
I LENGTH
15IA
SILE STR
ad
ROUNDMODIFIED
17/8'
113
1i0000
OR T
IOd
ROUND) CODIFIED
2 1/8'
1 .128
ITO O00
EXTERIOR SHEATHING NOTE: NAILS TO EE MFG. BY ER OF INT_
USE 1/2' CDX OR'1/16' OSE PLY WITH 18 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL AS LOTION
OTC. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' P.G. TOP 1 I. 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT W O.G. AT 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
INTEW IEDIATE SUPPORTS OR i/I6' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH RILL ROUND HEAD DIAMETER
NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER PROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE EASED ON WORST CASE
NOTE: TYP. EXT. SHEATHING ATTACPI-IENT Q�
FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL m0
GRADE) CONNECTORS FROM STUD TO PLATE ARE 15
NOT REQUIRED EXCEPT 0 OPENINGS
2"
ROOF 5# 4EATI4ING LA`I'OUT
AND ENDWALL 5RAGING
FOR GAk3LE ENP FRX-IING
"B RING SHANK (FUN NAILS 4" P.G.
TOP 4 BOTTOM EDGES
0
a
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
R FBCR RR905.1.1 ON i" 0.8.5
SHEATHING OR J" CDX
\ PLYWOOD SECURED PER
FASTENER SCHEDULE
TYP.
MTL. DRIP EDGE J
2x4 OR 6 FASCIA PER —
ELEVATIONS
VENTED A M. SOFFIT —
STIFFBAC T ALL —
UPRIGHTS OVER '-10"
HIGH (SEE SEALED G.
FOR SIZE 4 CONDITIO
O.S.B. SHEATHING OR i" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 7/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
-1/8' THICK, 3 GOAT PORTLAND—
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX GRADE
'D' PAPER OVER TYVE:K
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE:
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL 1/WA2—
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8" O.C. MAX
SECURE 2x6 PT. PLATE TO BL /
j1x9' ANCHOR BOLT W/ 2" W ER
SET IN 6IMP,4 HIGHS NGTH
EPDXY 1. EMBED. MIN 32" OG
MAX.
THICK, 3 Colo PORTLAND
CEMENT PL46TER APPLIED
V IPKCC, T IV I-I/A04L.ONTKT
1— ORY GABLE
VAULT CLG.
LOCK WALL
SCALE: 3/4" =1'-0"
e
Ya
00
oa
NS
0
2X6 P.T. SECURED TO
MASONRY w/ I/VxV A.B. W/
2' DIA. WASHERS, -t' MIN.
EMBEDMENT WITHIN W OF
EA. END, 32' O.C. MAX IN
FIELD.
J
"8 2' DECK SCREWS a W-8'
O.G. MAX a EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' 74G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING IS PRESENT
-PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d'6 #EACH TRUSS
TO BE INSTALLED +n MID. OIN'
OF TRUSS SPAN, OR 10'- " O.G.
MAX.
SEE ENERGY C90E FORMS FOR
INSULATION R- ALUES
,60ARD OR J" HIGH
CLG. BOARD
x4 0 24' O.C. a INTERIOR KNEE:
WALL
CONC. FILLED LINTEL BLK W/ (1)
"5 RE:BAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) IS REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS g 16" O.C.
CMU
1 " GYP. WL. BD.
WOO BASE
NOTE:
PER 1=5GR R905.1.1 - FOR ROOF SLO 5 2:12 tO
LESS THAN 4.12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYME 15
PERMITTED BUT MUST BE PER ASTM D226 TY
II, ASTM D 486S TYPE IV, OR ASTM D 615rt
0
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) 0 24'
O.G. MAX
SIMPSON
HETA-16
(TYP) VERIFY
7-W/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36" O.G.
MAX ® TRUSS BTM.
CHORD, SECURE WKW 10d
NAILS m EA. TRUSS
CHORD
GABLE END BRACING
E: 1/2'= I'-0"
— '8 RIWG SHANK GUN NAILS
• 6' O.G. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OS.B. TO BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 60
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04321.000 060R1
MODEA
4EBB
"1828-CALI"
GARAGE SIM90:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
ROLAND A. A
AR NO
DATE: 06/01/18
ECALM 1/4"=1'-0"
aI�ET
IF )\2
IBERGLASS SHINGLES
VER *30 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BET N
Relowi ON Frp° OSB.
TRUSSES At FIRST !
FI RCxLA55 SHINGLES OVER
PROVIDE EAvE
SH ATHING OR J" COX
BAYS 4'-0' O.C. (A
*30
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
OVER
SHEATHING SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
scHEDTLE
_EMBED. STRA
\15ELASHINGLES
PER INSTALLED
" 0.5.8.
HEATHING OR z" GDX
CLEAR VENTILATION
VERIFY W/ t 55
RR9m5.1.1 ON ,�'
FL
OOD SECURED PER
PER FBEG R402 2.3
PRE- wD. TRUSS
PLAN
THING OR i" GDX
F STENER SCHEDULE
24" O.G. MAX.
SECURED PERTIP
ANER $GHADULE
PRE-ENCx TRU55
S 4At�INCz SYSt�M
MTL. RIP EDGE
SEE ENERGY CODE ORMSP
EDGE: T �.
F'RE-ENG D. TRU55
TL. DRIP EDGE ''
SEE ENERGY GOD FORMS
SPECS.) OR
FOR INSULATION R ALUES
ASCIA ®"
24° O.G. X.
2X4 OR x6 SUB -BAND
FOR INSULATION -VALUES.
WOOD SWEATPING
2X4 OR 2 FASCIA
PER EL vATIONS
5/8" GYPSUM BO OR 1/2"
HIGH STRENGTH LG. BOARD
PER ELEV t10Ns
PE ELEVATIONS
gg" GYPSUM BO D OR
8
WI�B LAYER rl,
DOUBLE TOP P ATE
GONT. 2x4 RAT N SECURED
W/ l2) 12d's H TRUSS
VENTED UM. SOFFIT
HIGH STRENGT GLG.
STUCCO WRAP
02,
VENTED ALUM. It
-ro"
VENTED ALUM. 5 IT
BOARD
uRB LAYER FORTIFIBER
TYP.
WINDOW HEAD R SIZE VARIES
I/2' GDX OR 1/16" aB
SEE ENERGY ODE FORMS FOR
f" !BUILDINGS PAPER
PER WINDOW PENING SEE
SECURE TO WALL P R
INSULATION -VALUES
*
1,000 UPLIFT
SIMPSON
METAL LATI4
6.
HEADER SP N CHART FOR
FASTENER 5CHE:DUL
I
5/8 GYPS BOARD OR
ONNECTOR
SP2 a E
FASTEN to WOOD STRUCTURAL
I/2° CDX OR �/16" sB
SECURE TO WALL R
DETAILS
ON SHEET D
1/2" HIGH RE:NGTH GLG.
2 5YP *2
2X8 STU
; MEMBER a i' OZ. MAX
1/8' TEXTURED
FASTENER SCHEDU
WINDOW A TACHME:NT AS PER
OR 1/16' ZIP
BOARD
DOUBL TOP PLATE
D TOP
FINISH • WOOD
ON SHEET
MANUFA URNS SPECIFICATIONS
SHEATHING SYSTEM
WINDO HEADER SIZE: VARIES
PLA E
'M' TYPE CONTROL JOINT
OR -1/16" ZI
SHEATHING SYSTEM
Lulls ILL
(INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME TO BLOCK
=, CONNECTION SEE DETAIL
(INSTALLED PER
2x6 St pS 9 16' O.G. MAX w/
INSUL. 5E r= ENERGY CODE
HEA ER SPAN CHART FOR
DET IL5
ZIP 5H THING
�° RY WALL
15/Dt
6' METAL LATH STRIP
MANUF. SPECS.)
FO FOR INSULATION
WI OW ATTACHMENT A5 PER
SYSTEM NSTALLED
6' WIDE STRIP SELF
1/13THICK, 3 GOAT
V CUES
-mw
NUFAGTURES SPECIFICATIONS
PER MAN .SPECS.)
DIA ANCHOR BOLT
-T
Ao++ESIVE FLASHING, CLEAN
THICK, 3 COAT
OR
AT I(o" O.G. MAX WITH
MASONRY BEFORE APPLYING
CEMENT PLASTER
4 G faUBFLOOR GLUED AND
CEMENT PLASTER
INDOw SILL
WALL
EMBEDMENT AND 2"
M TEXTURED
APPLIED t0 METAL
REWEP AS PER FASTENER
APPLIED t0 METAL
2x6 STUDS s 161 O.G. MAX W/
SHEATHING
DIA. WASHER
FINISW ® MASONRY
LATH OVER 2 LAYERS
HEDULE ON SHEET D2
LATH OVER 2 LAYERS
INSUL., SEE: ENERGY CODE
g' cMu
OF GRADE D
OF GRADE "D'
FORI'16 FOR INSULATION
2x8 5YP *2
SIMPSON 5PI
BUILDING PAPER OR
BUILDINGS PAPER OR
R-VALUES
WOOD STUDS
'a' EA. 2X8
PAPER BACKED LATH
OVER AN APPROVED
PAPER BACKED LATH'
t < G SUBFLOOR GLUED AND
AT 12 O.G. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS PER FASTENER
SCHEDULE ON SHEET 02
BETWEEN DISSIMILAR
0
2x8 P.T. SYP *2
SOLE PLATE A
(1) COURSE TIE -BEAM
ATERIALS
POURED SOLID WITH
DETAIL 15AIJA2
PRE-ENG FLOOR TRUSS
Z
CONCRETE. (I) q15
SCALE: N.T.S.
(INSTALL PER MSG. SPECS.)
zQ
REBAR HORIZONTALLY
CONC. FILLED LINTEL
a" GYPSUM BOARD OR J" HIGH
DETAIL "iB/WA2 �(
O
Q-
WEEP SCREED PER
" T 8 G SUBFLOOR GLUED
BLK w/ (u 05 REBAR
CONTINUOUS
O
sTt NGTH cLG. BOARD
IX2 NAILER/DRAFt SLOP
O
PRE:-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
, L
O
ASTM 926-G E 1063-G t l
(SEE DETAIL 2/D3 `/
PRECAST LINTEL
WINDOW ATTACHMENT A5
ND SCREWED AS PER
FA ENER SCHEDULE ON
SHEET D2
" GYPSUM BOARD OR }"
Z w
PER MANUFACTURES
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH CLG. BOARD
IX2 NAILER/DRAFT STOP
� �
O
SPECIFICATIONS
GMU)
FASTEN 2X4 BBON
W/ (5) 12d N 5 A
w
PRECAST LINTEL
W_ tL
5 RE � 16
PRECAST SILL
5
CONC. FILLED LINTEL BLK W/
w
O.G. MAX, IN
PRE -EN OR 55
WI OW ATTACHMENT AS PER
(1) M5 REBAR CONTINUOUS
Z ty
w
CONCRETE
(INSTALL C
5/8' THICK, 3 GOAT
MA FACTURES SPECIFICATIONS
EE ENERGY GORE: FORMS
IV z
POURED G L,
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
9
VERIFY P
6" O.C.
GONG. F I EL BLK W/
PLASTER APPLIED
P CAST LINTEL
0O
Li
PLAN.
8" MU
C1 B CONTINUOUS
DIRECTLY t0
MASON R
A Y
l(1) r5 BAR VERTICALLY
w/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF GtURES SPECIFICATIONS70
— z O
R-4.1
I/2 F. WL, BD.
I B B O N
Ix2 P.T. ING
5/8" THICK, 3 OAT
PORTLAND MENT
PRE-G T CONCRETE SILL
0 v
INS CAT ION
C U *4 NTINUOUS REBAR
FASTENING D E T
StRIPs , ' O.C.
PLASTER PLIED
�j
WOOD 5E
6
8" GMU
DI TLY TO
(IJ r5 RAB R VERTICALLY
4 O
SCALE: 3/4"=1'-0"
in, GYP. WL. D.
ASONRY .`
W/ CON(. P TEED CELL
Ifl
n
z lU
*4 REBA 48" LONG
Q ,I WOOD BASE
Ix2 P.T. PURR G
// �/
r W/L" HOOD g 24' O.C.,
w 4 L 01 ®
(d'_m'
SCRIPS Z4" C.
O
_ z r
MIN. 24" INS B
ISO TRUSS UPLIFT
- FIN. SLR.
8" GMT
IL
,Gp�pzo
CAR - V'
M
2'-sa (MIN.
CONNECTORNOT
ru
I/1" GYP. WL. BD.
®
IN 5L 4B)
CLAR41�tYNCS�EE
z q
WOOD BASE:
}
54OP Pit
`
-m„
a a
•, p .
W
� a
LL
a . � 3 1 /2 " GONG., RE I . W/ 6 "x6 °
d
C TIO N 1:;
° wI.4XW1.40 WWM oN -MIL
POLY ETHYLENE V POR
EXTERIOR WALL
S4EAt41
a
NOT SE pASTi N
2 —STORY
2 —STORY
'
O O D
° - 4 RETARDER ON
EAG4 STUD
TO D$L. TOP PLATE
W/ 8I=t24 NAIL
NAIL
_
.r.:
WL
ELL -COMPACTED CAN
R M
PER MANUF.
WALL
ALL .
FRAME TO }
FILL TERMITE TREATME T
SECTION
SECTION
B
LOCK WALL � °
SHALL BE BORA-CARE
2'-�" (3) *5 REBAR CONTINUO
SECTION AT TOP
OF EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=I'-0"
ON CHAIRS
9
;J SCALE: NTS
FIBERGLASS SHINGLES
PRE-ENG GABLE tRT85
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
VER ram FELT PAPER
ALLED PER FBCR
PRE-ENG GABLE TRUSS
NOTE.
XtERIOR WALL STUDS : PLACE STRAPS SPACED
RR9m5.1.1 ON " O S B.
5f=F STIFFBACK (SEE 5EALD TRUSS
RR9 ION " O.S.B.
5PF St1FFBACK (SEE SEALD TRUSS
DIAGONA ACE a
WALL SI-EAt++ING AND IN WI ENED AS
swoury wrr4 ONE
SHEATHING OR }" GDX
ENG. PACK FOR SITE CONNECTION)
SHEATH- I GDX
ENG. PACK FOR SIZE 4 CONNECTION)
GENT OF TRUSS
FASTEN STUD O BLOCK
WALL ADDITIONAL 8 At
PLYWOOD SECURED
5PF BLOCKING BETWEEN
4"
PLYWOOD S RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
wlTu usP MST STRAP
EAGI I wlNDau STUD
WITH
PER FASTENER
tRU55ES At FIRST (5) BAYS 4'-0'
PER FASTS
TRUSSES At FIRST (5) BAYS 4'-0"
IDLE. DIAGONAL
FASTENERS AS s . INSTALL
SCHEDULE
L2x4
O.G. (At SHEATHING SEAMS)
SCHEDULE
O.C. (AT SHEATHING SEAMS)
BRAGS t0 BE s ANY
SPAN 15'-0' OR
SCRAP EA E UNA) a [I old COMMON NAILS
SPACE STRAPS AS OWS:
MTL. DRIP EDGE
NOTE:
DIAGONAL BRACEL
DRIP EDGE
GREATER REFER TO
-i'10 MP4 'G': 32
t CUD (0.148 CIA X I I/2"
PRE-ENG
TRUSS 2 CENTER OF TRU55 SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
P 1 5 2
TRUSS ENG. FOR
ADDITIONAL
-160 MP4 G': 32'
-W MPW e: 48'
Or- STRAPS INSTALLED
OZ. OVER WALL 84EAT41NG
2X4 OR 2X6 FASCIA
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
BRACE TO BE ® ANY SPAN
SECURED W/ (3) I2d
HORIZONTAL TRUSS
-I40 MP4 'G' 40'
TOP of STUD WALL
O.G.
PER ELEVATIONS
15'-0" OR GREATER. REFER
NAILS
SEE FASTENER
REINFORCEMENT.
SOLE PLATE
FILL ALL I�TIAINING STRAP
SECURED W/ (3) I2d
SECURE TO
TO TRU55 ENG. FOR
SECURE t0
SCHEDULE: ON SHEET
m'-m' t0 3m'-m" CU
q
HOLES W/ Imd NAILS INTO
NAILS
TRUSS W/
7ADPITIONAL HORIZONTAL
TRUSS W/
X-BRACE
WOOD BACKING
1/2' COX OR 1116" 0515
(2) I2d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
FASTENER PATTERN
(2) 12
4
30'-1" TO 60'-0" (3)
DO NOT PLACE SCREW IN
FASTEN t0 WALL PER
FASTENER SCHEDULE
NAILS
m'-0" To 30'-0" (I)
1/2'SE COX OR OSB
NA
X-BRACE (1) X-BRACE
w CENTER AND (2)
MASONRY WALL
TOP HOLE NEAREST TO TOP
OF CM BLOCK WALL
ON SHEET D2
X-BRACE
SECURE TO WALL PER
ALL
BRACE DIVIDED
OR 1/I6 ZIP SHEATHING
3m'-I" t0 6m'-m" (3)
FASTENER SCHEDULE
EQUALY FROM CENTER
CONNECT E01tOM OF
= STRAP to a-Iu BLOCK WALL
SYSTEM (INSTALLED PER
X-BRACE (1) X-BRACE
ON SHEET D2
TO END
w� r�� 3n6' DIA. x I-v4'
MANUF. SPECS.)
CENTER AND (2)
R 7/I6" ZIP SHEATHING
TAPGON MASONRY
WEEP SCREED, SEE
BRACE DIVIDED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUS. SPECS.)
CONTGMU
2x4 SPF RUN SECURED
2—STORY
BLOCK WALL
WS
DETAIL 15, SHEET WA2
(2) 12d's ® EACH TRUSS
TO END
2X4 W/ 3/8" X 5 LAG
(2)12d T
(2) I2s ®EACH TRUSS
ABLE END
1X6 P.T. SECURE W/
(2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/
GABLE
�32 O.G. MAX.
(2) 2x4 r2 S.Y.P. DIAGONAL BRACE: W/
(3) 12d's m EACH TRUSS DIAGONAL C S
1/21X9" ANCHOR
BOLT 32" O.G. MAX.
(3) 12d's tv EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRUSSES
I� X—BRACING
SIMP50N MST 4
32" C. MAX.
X-BRACING TO COVER 5-TRTSSE6
BRA
XTERIOR
STUD WALL CONNECTIO
NAIL GABLE TO 2X6
"
D TOP PLATE
5/8' GYPSUM BOARD OR 1/2" HIGH
8
TO FIRST
FLOOR MASONRY WALL
GYPSUM BOARD I/2
HIGH
"
�
W/ 126 NAILS 6" O.C.
STRENGTH :)
StR1=NGtH GLG. BOARD
SCALE: 3/4" =1' -0"
2 UD I6' O.G. MAX.
STRENGTH CLG. BOARD
SCALE: 3/4" _
SCALE: NtS
MAX.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
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CREEKSIDE
LOT 60
PROJMCT#
04321.000 060R1
MoaV!Tg
4EBB
"1828—CALI"
QAFsAGIC OWMG:
LEFT
PACK:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
JUN A 016
ROLAN/AABOUCHACRA
AR NO 93723
06/01/18
mcAuc: 1 /4"=1'- 0"
DEXIET
IN
TOP PLATE
%OC. MAX.
SECURE 2X4 W/ 2-1/4'•
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .149 MIN.
HEAD SIZE 300 MIN.
2X4 SOLID ING
SECURE T At'ING
WITH MIN 2d PER BLK
EA END
*NOTI NAIL 5�4=AT41N,,Irz TO ALL 2X AS PER EXT. SPEATPING NAILING, ad 4" O.C. MAX Q rEpGES 4 (0"-5" O.C. MAX IN THE FIELD
BT,
EXTERIOR ARCHWAY
WITH WINDOW
1 SCALE:1/2".I'-0'
LOSED VALLEY FLASHING DETAIL
�32' O.G.
4 BOTTC
•
O.C. STAGCsi=RE
SECURE 2X4 W/ 2-W&
TAPCONS OR DRIVE PIN
(MIN. 814ANK SIZE .149 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Y1 WAN S'
EA. END NOT TO EXCEE90
IS, O.C. A\
2X4 SOLID CK SECURE To WITH MIN. 2-12d PER Belk
2 EXTERIOR ARCHWAY
scALE= 1/2'=1'-&
2X4 SECURED TO
GABLE ENG WWI
W-8" O.G.
lip,
kf*,
�-
- .
2X4 TOP PLAT I Ye' CLG BOARD—F
UPRIGHT
r U 1/2' C BOARD 1/2' GLG. BOARD' TRUSS
1/2' GLG. ARP I/2' D LL CONTAo-CA
TRACt
UPS 6 6' BOTT
00
G. U.ON I/2, DRYWALL 1/2' D
2X4 CONT. 2X4 WOOD 2X4 GONT.
STRESS STUDS mlb' STRESS
BLOCKING O.G., U.ON. BLOCKING 2X4 WOOD CHAN
MID-WALL MID -WALL SECURE BT. PLATE STUDS s24" STUD_
1/21
SECURE BT. 1/2'X9' A TO SLAB W/ 10d OG TYPE LAYER
PLATE TO 6JJJJJJ������00g000B I/2' DRYWALL 32 OG. MASONRY NAIL • WALL
W/ 10d MA EMBE 32' O.C. MAX ATTA7AGNAIL • 32 O 2X4 PT, SIDE/MAXSEEDATI PLATEGONG SLAB F DET ILS CONIC. SLABCONIC
o d °' C. BLAB
OUN TION
FOR t ILS BP 32' .C. MAX
1ST FLOOR
1ST FLOOR 1ST FLOOR 1ST FLOOR TYP. INT. WALL
INT. BEARING WA INT. BEARING W L TYP. INT. WALL METAL STUDS
❑ (NO UPLIFT) (W/ UPLIFT) f� (NON-BRG.) NON-BRG.
U SCALE: I/2'.I'-¢' SCALE: In'•I'-0' v sCALE:I/2'=r-m" 8C SCALE: In'=r-0'
TRUSS
SP4w32'
MSTA-36 32'
MAX
SP4032' O.C. 7fAX-
TRUSS TO WOOD FRAMING
SIMPSON MTS-12
Pse-EN TRUSS
DO TOP LATE
2 T O STRESS
DBL. 2X TOP PLATE
ID WALL
1/16' O.S.B.
`a
8 S IW O.G. MAX,
OR 1/16- ZIP SHEATHING
TIN
SYSTEM (INSTALLED PER
MANUF. SPECS-)
i SUBFLOOR GLUED
2X BLOCKING o
CREWED AS PER
TOP OF
A ER SCHEDULE
I/1' GpX
z
I FLOOR STUDS To
FLOOR STUDS
2X STUDS 16' O.G. MAX.
4
SIMPSON MSTA-36 • 32'
2X BTM. PLATE
O.G. MAX
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR GIRDER
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
PRE- ENGINEERED
FLOOR TRUSS
2x CONTINOUS STRESS
LOCKING MID WALL
OI
CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
_—•-2 STUDS s 16' O.G. MAX,
W/ 1/4' GAP FROM BLK TO O.S.B.
UD .
—I/2' WL. BD.
O
HOR IZONTAL 2X O.F.F. STRUCTURAL BLOCKING AT
-SEC ST. PLATE TO
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
SLAB W 'xS' ANCHOR
@3
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
SIMPSON H STRENGTH
EPDXY It",E D. MIN.
®
SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
3Z1 ON SP4
�5
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
. 2-STORY L.B.
EXT. WALL SHEATHING
SCALE:I/2'=I'-O'
4 SCALE:1/2'=1'-0'
HEATI�R SIZE PER
SPAN W.HART.
DOOR/\
WINDOW
OPENING
TYP. EXTERIOR WINDOW/
DOOR OPENING WD FRAN
-r
C
L v-SECURIE 2x4 ON-J/ O
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
IE X'X8' A -BOLTS 4" EMBEDMENT MIN. Ic
W/ 2"X2'X16 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR PDR IN JOINTS
PRIOR TO FILLING.
I-2X6 PT BLOCK ®CENTER OF
DOOR 1.4EADER W/(V J4'XS" J-BOLTS
4" EMBEDMENT W/ 2'X2'XJ6' WASHER R
AND NUT.
� �NorEs:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS AIRE MORE STRINGENT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1, =I'-0'
CDX PLYWOOD
G'-0' OF'ENINC�
1. J—
d
a—
°
a 4
d d
4a°
y a
a PRECAST LINTEL
a °
°
a
a
1
Q I I
/
d
I
I a
TO SECURE M G
ED MIN 1 L tPAN,
°
,
WIND t E
a
SE TO L CK
4 LOCKS
d
d
L�
IT
BLOCK W/ (2)
"x3" ON OR DRIVE PIN
( N ANK SIX 145)
°
( MBED. I }")
d
T IN 8' OF EACP D AND
I O.G. MAX SPACIN
a
a
�d 4
CMU W L
a
!' ad 4 a
a a
° a 4
4
a 4 a a
ARCH WINDOW FRAME
SCALE: 3/4" =1' -m"
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
C LE STUDS • " O.C.
A
S P80N LST -12 EA. JACK
TTUD, BOT IDES OF
``OPENING
2x 51WS, a 16' O.G. MAX W/
SPVTWINa SHEATHING TO BE
PIN J' CO WINDOW/ DOOR
ENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY ® A TIME.
BE 12d NAILS, TWO WITHIN 6"
EACH END t NO MORE
TH 12' O.G. STAGGERED
SP4 H5 • TOP AND
BOTT ATE5 • EA FULL
LENGTHS D, BOTH SIDES
OF OPENI
SHEATHING T AP TO
BOTTOM OF NG'D
TRUSS BELOW- SH THING
MUST NOT BREAK I'- " MIN.
FROM 2ND FLR. LINE.
-ENG TRUSSES OR
FRAMED RAFTERS
O.S.B. SPEAt oR
CDX PLYWOOD. T
PER FASTENER CHEDVL
OR 1/16, zI SHE PI
ET
SYSTEM ! i
MANUR
2x4
STU SCU6
a
BETWEEN BAYS W/
(3) 12d' ACP END /
2x DOUB TOP PLATE J
UDS is IS, O.G.
MT -12 ® EVER STUD
2x4 BT. PLATE
DORMER
UATTACHMENT
15 SCALE:
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) l2d NAILS OR
MR (4) 10d GUN NAILS
2x4 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) I0d GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS ® EA TRUSS'
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG.TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
HEADER SIZE PER
SPAN CHART.
TYP. INTERIOR
DOOR OPENING WD
05 REBAR VERT. IN
SOLID GROUTED CELL
15/8' THICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
GALV. STEELS
L�
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/I6'xl 114' LAG
6ALV STEEL
VERTICAL TRACK
SY MAUF.
FASTENED TO
TRACK BRACKETS
W/ 1/4'-20XI/2'
CARRIAGE BOLTS
AND LOCK NUTS.
MTS-12
MTS-12
PRE
y t-
��� CONV. FRAMED ROOF
SCALE: 1/2' • l'-O'
-PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
-DOUBLE TOP PLATE
-CRIPPLE STUDS o 16, O.C.
MAX
SIMPSON LSTA-12 A JACK
Pft%BOTH SI OF
PE NG.
a • 16' O.C. MAX W/
PING. SHEATHING TO BE
KIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
-JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
CK STUD ASSEMBLY TO BE
8 REp ONE PLY ® A TIME.
USE NAILS, TWO WITHIN 6'
FROM E ENp < NO MORE
THAN 12' O. _ tAGGEREp
1/2 IMP A.B. MIN i'
EMSEDMENMTB" GP
END < 32' O G. MAX
SP4 OR H5 ® TOP AND
BOTTOM PLATES ® EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
LINE OF SLAB
COMER BEAD
SEALANT i
SACKER ROD
8' Cm SEE
STRUCTURAL FOR
REINFORCEMENT
2x6 P.T. WD
ATTACHED TO FILL
CELL AS PER
PRODUCT
SF'PROVAL REQ.
FROM MIAMI-DADE
COUNTY
WEATHER STRIP
MOULDING ALL
AROUND (SY
DOOR MANUF.)
�Ovg"AD DOOR
BY OT4ERS
13 GARAGE DOOR JAMBS
SCALE: I/2' = I' -0"
2X4 DBL.
TOP PLATE:
!X4 STUDS 16'
/16" OSB.
TEXT. FINISH
!"ZETA-16
VMU WALL
• 11i5 UPLIFT
SIMPSOM HTS1120
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
• Iwo UPLIFT
(2) SIMPSOM WTSM20
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.TS.
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
W
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W
0
F
V
W
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ti
ti
aVBaIV. de LOT:
CREEKSIDE
LOT 60
PROJECT#
04321.000 060R1
MODEL:
4EBB
"1828-CALI"
GABAG'E ®11MG:
LEFT
PAGE:
MISC.
DETAILS
160 MPH EXP C
ARCHITECT-
STATE OF FLORIDA
DA 06/01/18
MICALM 1/4
EM ET