HomeMy WebLinkAbout4549 Eagle Ranch Drmm
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NOTES
G.C. TO VERIFY ALL CONDITIONS PRIOR TO
COMMENCEMENT OF PROJECT
ALL NEW EXTERIOR WALLS OVER
32"W ARE SHEAR WALLS.
11 WINDOW AND DOOR SCHEDULE —11
OPENING:
MARK
CALL
OUT
MANUFACTUREWS
I MODEL # OR SERIES NAME
WINDOW SCHEDULE
W-1
SH35
PGT SH500 SERIES
W-2
SH25
PGT SH500 SERIES
SLIDING GLASS DOOR & GLASS DOOR SCHEDULE
D-1
3068
THERMA TRU CORP
D 2
16070
OVERHEAD GARAGE DOORS
1
D'-3#
6068
PGT SGD 570
PGT INDUSTRIES OVERHEAD GARAGE DOORS
I OTO TECHNOLOGY DRIVE ANDY HLAVATY&ASSOC.
NOKOMIS, FL 34275 P.0 BOX 741386
DALLAS, TX 75374
A. MORGANCASTLE STUDIOS MAKES EVERY EFFORT TO ENSURE THE ACCURACY OF OUR DRAFTING
SERVICES, HOWEVER THE CONTRACTOR SHALL VERIFY ALL DESIGN ELEMENTS, CONDITIONS,
DIMENSIONS, AND NOTES FOR ACCURACY AND CODE COMPLIANCE. THE CONTRACTOR SHALL
NOTIFY MORGANCASTLE STUDIOS IN WRITING WITH ANY ADJUSTMENTS OR CORRECTIONS
NEEDED PRIOR TO PLACING ORDERS FOR MATERIALS OR BEGINNING CONSTRUCTION.
B. THE CONTRACTOR SHALL VERIFY THAT ALL LAYOUTS, SCHEMATICS, DIAGRAMS, ETC.
SUBMITTED BY THIRD PARTIES DO NOT CONTRADICT THE PLANS AS DRAFTED.
WHEN CONTRADICTIONS ARE FOUND THE CONTRACTOR SHALL DETERMINE WHICH PARTY
MUST MAKE ADJUSTMENTS TO THEIR DRAWINGS AND CONTACT THEM IN WRITTING, EXPLANING
THE CONTRADICTION AND THE ACTION REQUESTED TO CORRECT THE PROBLEM.
C. ALL THIRD PARTIES INVOLVED IN PROVIDING SERVICES OR MATERIALS FOR THE
PURPOSE OF CONSTRUCTING THE STRUCTURE BASED ON THESE DRAWINGS SHOULD
CONTACT MORGANCASTLE STUDIOS UPON FINDING ANY DISCREPANCIES.
GENEMAL NOTES
1 . ALL EXTERIOR FRAME WALLS AND INTERIOR BEARING WALLS TO BE 2X4 WOOD STUDS AT 16: O.C.
2. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A SOLID WOOD DOOR, ORA
SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR A 20 MINUTE FIRE RATED DOOR.
3. ALL EXTERIOR MASONRY AND FRAME WALLS OVER 32"LONG ARE DESIGNED AS SHEARWALLS.
4- ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED
BEFORE REQUESTING THE FRAMING INSPECTION. FBC,R R109.3
5. PROVIDE ONE 29"W CLEAR OPENING TO A BATHROOM ON THE FIRST FOR FOR HANDICAP ACCESS. FBC,R R322
6. PROVIDE A MINIMUM OF ONE 36"SIDE HINGED EXIT DOOR ON THE FIRST FLOOR.
7. NOTE: FOR PC-# LINTEL CALLOUTS, SEE DETAIL ON SHEET S3.
8. ALL NON WALK-IN CLOSET CEILINGS TO BE A MAXIMUM OF 8'HIGH.
9. ALL INTERIOR WALL WIDTHS ARE ASSUMED 4" UNLESS OTHERWISE NOTED. ADD OR SUBTRACT 2" TO GET
CENTER LINES.
10. ALL EXTERIOR FRAME WALLS HAVE R-1 1 BATT INSULATION AND VAPOR BARRIER
11. ALL EXTERIOR CEILINGS (I.E. PORCHES, ENTRY) HAVE 1/2" SAG RESISTANT EXTERIOR GYPSUM SHEATHING.
12. PROVIDE CONCRETE STOOPS FOR EXTERIOR DOORS TO GRASSED AREAS.
13. ALL SHELVING TO BE VINYL COATED WIRE SHELVING.
REFER TO SHEET SPECIFIC GENERAL NOTES AND THE ENGINEER'S NOTES
FOR MORE INFORMATION. THE. PREVIOUS GENERAL NOTES APPLY
UNLESS OTHERWISE NOTED.
Patio Slab
CONCRETE
W-21
SH25
6068 SGD TOP -0 6!lr
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INFORMATION
FOR FLORIDA
MECHANICAL
CODE 301.13
MOUNTING.
SQUARE
FOOTAGE
LIVING AREA: 1295
GARAGE:
410
ENTRY:
88
TOTAL:
1793
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FINISHED FLOOR
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EXTERIOR FINISH, TYP.
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SCALE: 1/4"= 1'
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ALL ELECTRICAL MUST BE IN COMPLIANCE
WITH NFPA 70A, NATIONAL ELECTRICAL CODE
REQUIREMENTS FOR NE AND TWO FAMILY
DWELLINGS, EXCEPT ARTICLE 80.
PROVIDE ARC -FAULT INTERRUPTERS IN ALL
DWELLING UNIT BEDROOMS PER NEC,
SECTION 210-12.
ALL OUTSIDE W.P. OUTLETS TO BE ON THERE
OWN 20AMP CIRCUIT.
CEILING OUTLET FIXTURE
PULL CHAIN FIXTURE
WALL MOUNT FIXTURE
_4pN PREWIRE FAN PREWIRE FIXTURE
0 RECESSED OUTLET FIXTURE
(8) VENT FAN FIXTURE
4v* DUAL W.P. FLOOD FIXTURE
DUPLEX OUTLET
GROUND FAULT OUTLET
1/2 SWITCH OUTLET
220V OUTLET
WATER PROOF OUTLET
SINGLE POLE SWITCH
3-WAY SWITCH
4-WAY SWITCH
4D DIMMER SWITCH
4Lv LOW VOLTAGE SWITCH
4— WATERPROOF SWITCH
$G-D GARBAGE DISPOSAL SWITCH
v TELEPHONE
(D SMOKE /CARB. MON. DET.
t TELEVISION OUTLET
DOORBELL CHIME
L25 METER W/GROUNDING ROD
1= SERVICE PANEL
OVERHEAD
SERVICE
METER— Imp BREAKER BOX
200 AMP
CONDUIT
Mfg
Oda BLOCK WALL
GROUND ROD
GRADE
UFER BOND
20'#4 CU MIN.
SERVICE DIAGRAM
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GENERAL NOTES
ALL EXTERIOR DOOR RECESSES,
MUST HAVE 1/8" PER FOOT SLOPING
TOWARD OUTSIDE AREA
NOTE:
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF
THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS
USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
STRING STRETCHED FROM MARKER TO MARKER TO VERIFY
REQUIRED SET BACKS
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Approved truss anchor by others
Shingle loading (37 lbs.) 12
Plumb cut overhangs 5. aO--
--" 1 .7 9
12
ROOF TRUSS END DETAIL
TRUSS CONNECTIONS
UNLESS OTHERWISE NOTED, USE SIMPSON HHETAL20-S FOR TRUSS
TO MASONRY WALL CONNECTIONS.
USE SIMPSON MTS16'S FOR TRUSS TO FRAME CONNECTIONS.
USE SIMPSON DBL HHETA20'S FROM GIRDER TO MASONRY.
USE SIMPSON DBL. HTS30'S FROM GIDER TO FRAME WALLS.
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STRUCTURAL SPECIFICATIONS
LGENERAL
I. SUBCONTRACTOR 18 RESPONSIBLE FOR MEANS AND MET14006 OF CONSTRUCTION
TO ENSURE T14E SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 18 COMPLETED.
THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, SHORING, GUYS TO TIE-DOUNS THAT MAY BE NECESSARY-.
2. &ABCONTRACTOR 16 SOLELY RESPONSIBLE FOR T14E &METY OF WIS WOW P~ CONSTRUCTION.
3. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE (2010, FE151DENTIAL EDITION)
4. DESIGN LOADS.
A. PDoF. LIVE LOAD- 29) PWMINIMUM).
DEAD LOAD- 10 PWSHINGLE) 20 POP (TILE).
B. FLOOR:- LIVE LOAD_ 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS
DEAD LOAD-10 PSF
C. SOIL PRESSUPIE: 2000 POP (ASSUMED MIW.
5. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
Rafters havinci slopes greater than 3:12 no finished calling attached to rafters
LA80
�wlth
Interior walls lind partitions
HAW
Floors and plastered callings
L/360
All other structural members
L/240
Exterior wallN, with plaster or stuc4o finish
14/360
Exterior walle-wind loads with brittle finishes
14/240
Exterior wall&-wlmd loads with flexible finishes
L/120d
Lintela supporting masonrS veneor walls
L/600
6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
SHALL BE RESPONSIBLE FOR TI-E CONTENT OF DRAWINGS, AND POIR THE
SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK
PERFOR!MANCE.
1. ALL MANUFACTURED ARTICLES, MATERIALS AND EaJIPMENT SHALL
BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND C40NDITIONED IN STRICT
ACCORDANCE WITH MANUFACTUREW8 RECOMMENDATIONS.
11. SITE WORK
1. FOUNDATION DESIGN 16 BASED ON A MINIMUM SOIL PRESSURE OF: 20M POP. IF A SOILS
REPORT WAS NOT PREPARED, THE CONTRACTOR 16 RESPONSIBLE TO RETAIN A
GEOTECI-INICAL ENGINNEER TO CONFIRM T14E SOIL CONDITIONS. SHOULD FIELD
CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD.
2. THE SUBGRADE UNDER THS NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
TO S5% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO ISE TAKEN BY A
MALIFIED SOILS LAS PRIOR TO POURING ANY CONCRETE.
3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES
FREE OF L006E OR LUST MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGE$ FORMED AND BRACED. ALL
FOOTINGS WITH FORMED EDGES SHALL BE 5ACJQlILLED FROM BOTTOM TO TOP OF
FOOTING WITH SELECT FILL. T14E 501 IOM EXCAVATION SHALL BE CLEAN AND DRY
WITH ALL LOOSE MATERIAL REMOVED FOIR AN ESSENTIALLY FLAT BEARING SURFACE.
4. PROVIDE SOIL TREATMENT FOR TERMITES PER THE 2010 F5C, RESIDENTIAL.
111. CAST IN PLACE CONCRETE
1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE
STRENGTHS AT 28 DAYS:
aJ FOOTW.4, SLAB -ON -GRADE, SLAB FILL 95M PSI
b-) MASONRY WALL TIE BEAMS, TIE COLUI'1146_2500 PSI
2. CONCRETE SHALL BE READYMIX PER ASTM C134-
a-) POR I LAND CEMENT - ASTM CIDO
b.) AC<1REGATE6 - ASTM C33 (3/4" MAX.)
cJ NO CALCIUM CHLORIDE
d-) AIR ENTRAINISIG; - ASTM C260
e.) WATER REDUCING - ASIM C4%4
0 FLYASH - ASTM C618-18 CLASS F (20 Po MAX.)
g.) WATER - CLEAN AND POTABLE
3. REINFORCING STEEL. AS'tM A615 GRADE 40, DEFORMED BARS.
4. REWIRED SLUMP RANGE - 3" TO 9,11.
5. WELDED WIRE FABRIC: ASIM AISS
6. MOISTURE 5ARRIM- 6 MIL POLYETWYLENE.
1. CODES AND STANDARPSt
a.) ACI 301 IISPEC FOR STRUCTURAL CONCRETE FOR 15ULDING;S."
b-) ACI 30b "RECOMMENDED PRACTICE " 140T WEATHER CONCRETING-V
cJ ACI 319 "MILDC-L CODE REMIREEMENTS " REIW- CONCRETE."
d.) ACT 315 "DETAILS AND DETAILIWs OF CONCRETE FREINPORrZMENT."
8. MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
Z. CONCRETE FINISHES SHALL BE PER CONTRACTOWS SPEC'S.
10. SUBCONTRACTOR 18 RESPONSIBLE FOR T14E PROPER DESIGN AND CONSTRUCTION
OF: ALL FORMWOW., SHORING, AND RESHORINGI.
11. REINFORCWx BAR COVER.
a-) FOOTINGS 3"
b-) COLUMNS 1 1/2"
c.) BEAMS AND WALLS 1 1/211
d.) SLABS 3/4" (INTERIOR), 1 1/2" (EXTERIOR)
12. CONCRETE SHALL 09 PLACED WITHIN W MINUTES OF: BATCH TIME.
13. PROVIDE CORtER BARS AT ALL WALL FOOTING CORNERS TO MATCI-4 HORIZONTAL BARS.
(2511 MINIMUM LAID).
14. ALL IBUILPING SLABS -ON -GRADE SHALL BE NOMINAL 4" TWICIC� P15ER-MESH CONC. OR
REINFORCED WITH 6x&-U.4 W.WP. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
111157. ANCHOR BOLTS FOR WOOD PLATES To CONCRETE OR MASONRY (ALTERNATIVESA
a. J BOLTS - USE 1/211 X S" "J" BOLTS WIT14 611 EM15EPMENT AND 211 PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS.
b. EXPANSION ANCHORS - USE 1/211 X 411 EMBED, HILTI KWIK BOLT 11, OR EGLIAL, AT LOCATIONS
(OTHER THAN EDGE CONDITIONS) IN LIEU OF: 1/211 X gill IIJII BOLTS.
c. EPDXY ANC44ORS IN CONCRETE - USE 1/211 X 4-1/411 IMBED, WITH WILTI C100), OOR ANC44OR
BOND BY CIELTITE, INC. AT EDGE OF SLAB CONDITION WHERE BOLT 16 LESS TWAN 611 TO
A CONCRETE EDGE.
d. EPDXY ANCHOR& IN TOP OF: BLOCK WALLS - USE THREADED PIOD, (3/411 X A6-5/811 IMBED) ON
TOP OF 811 MASONRY WALLS WIT14 HILTI HIT C-100 ADHESIVE OR ANCHOR MOND, WHEN 1/2" X 1511
IIJ BOLTS ARE OMITTED.
16. FOOTING SIZES SHOWN AM TYPICAL ONLY FOR STATED SOIL IBEARIWa FIRESSUIRE AND
CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS
COMPLYING WITI4 T44E DESIGN RElQUIREMENTS OF SPECIFIC SOIL CONDITIONS.
11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLA55 AND
ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNIMATED AREAS.
IV. MASONRY
1. 14OLLOW LOAD IMARING; UNITS (CMU) SWAI-L CONFOW TO ASTM CW, NOWAL WEIGHT, TYPE 1, GRADE N.
MINIMUM NET COMPRESSIVE STRENGITW - ISM PSI.
2. MORTAR SHALL BE I Y M OR 8 AND CONFORM TO ASTM C210.
3. CONCRETE GROUT SHALL CONIFORM TO ASTM C416-
a.) 30M "I AT 28 DAYS.
b-) 3/8" MAXIMUM AGGREGATE.
r-) all - III, SLUMP.
4. IBARS SHALL WAVE MINIMUM CLEARANCE OF: 1/2" FROM MASON14 . T14E CLEAR DISTANCE
BETWEEN BARS, SHALL NOT BE LESS THAN ONE BAR DIAMETER; NOR LESS THAN P.
S. VERTICAL REINFORCING SHALL ISE AT ALL CORNERS, EACH JAMB OF OPIENW-06 OVER 4 FT. WIDE,
UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8'0" 0/0 FOR STRAIGHT WALLS, OR AS SWOUN
ON TI-E DRAWINGS. FILL CELLS WITW CONCRETE GROUT AS SPECIFIED. PROVIDE ACI W DEGREE
STANDARD 1-1001<S INTO FOOTING, AND TIE BEAMS.
Ill. REINFORCING BARS SWALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNIERS AND WHERE
BENDS OR HOOKS ARE DETAILED ON THE PLANS.
1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL
BE WIRED TOGETHER.
& WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITW A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS $WALL ISE GROUTED INTO A
CORE IN VERTICAL ALIG?4MENT, EVEN THOUGH IT 16 IN AN ADJACENT CELL TO THE VERTICAL
WALL REINFORCEMENT.
S. CLEANOUTS SHALL BE PROVIDED IN THE 50TTOM COURSE OF MASONRY IN EACW GROUT
POUR WHEN THE POUR WEIG14T EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO
VERIFY CONCRETE GROUT PLACEMENT.
10. PLACE ALL MASONRY IN F"ING BOND WIT14 3/9" MORTAR JOINTS. PROVIDE COMPLETE
COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY
MORTAR WESS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
AND ADJACENT TO GROUTED CELLS.
11. PROVIDE a" X a" PRECAST REINFOIRCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING , 41'
RE R TO LINTEL SCI-IEDULE (MINIMUM CAPACITY OF: IOW PLF).
12. PROVIDE METAL CAVITY CAM, 611 WIRE MES14, OR PUR-O-STOP BY DUR-A-WALL, INC, "RE
REMIRED TO FRETAN GROUT IN VERTICAL CELLS.
VICARPENTRY
L DIMENSIONED LUMBER SHALL BE PRESSED 648, AND 614ALL SEAR TI-E GRADE STAMP
OF THE MANUFACTURER'S ASSOCIATION.
2. ALL LU15ER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (6YIN'.) NO. I
GRADE OR BE I I MR, WITH SWA.E MEMBER (UNINACTORED) STFE68ES AS FOLLOWS:
PV a W PSI
Fc, - 915 PSI
E - 1,600AWO PSI
IS% MAXIMUM MOISTURE CONTENT
A FRAMINGS LUMBER SHALL 15E 42 SPRUCE -FINE -FIR OR BETTER.
15. INTERIOR NON -LOAD BEARING WALLS MAY ISE UTILITY GRADE.
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 014ALL 15E PRESSURE TREATED.
5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITW A CCA SALT TREATMENT IN
ACCORDANCE WITH PA. TT-W-511 AND BEAR THE AMERICAN WOOD PRESERVERS
INSTITUTE EISIUALITY MARK LP- I
II SHEATHING FOR ROOFS AND WALLS SHALL 15E APA RATEP (EXPOSURE 1) SHEATHING
WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITI4 PLYCLIPS.
(MAXIMUM 2411 O/C). SEE DETAILS FOR SHEATHING THICIOJESSE&
1. NAILING " PLYWOOD ROOFS AND WALL SHEAT14NG 9-44ALL ISE Od COMMONS 0
411 O.C. A PANEL EDGE$, AND 611 O.C. INTERMEDIATE, FOR 1/2-1 SHEATWINS OR
LESS. NAILING FOR STRUCTURALLY APPROVED ARC441TECTURAL WALL PANELS (1/4"+)
SHALL ISE SO COMMON a 411 O/C AT PANEL EDGES, AND (V O/C INTERMEDIATE.
ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, "LSD AND GLUED TO FLOOR
JOISTS. FLOOR NAIL WIT14 10d NAILS AT 3" olr- AT PANEL EDGES, 6- O/C IN T14E
FIELD. STAGGER NAILS AT 2" 01C AT BUTT ENDS OF PLYWOOD SWEATWIW-.&
S. INSTALL BRIDGING: IN ALL (2X) FLOOR OR ROOF JOISTS AT 81-0" MAXIMUM.
INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER SI-011 0
MID -WEIGHT. BRACE GABLE END WALLS AT 4'0" 0/0 WHERE WALL FRAMING 15
NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAVINGS.
10. ALL NAILING AND BOLTING SHALL COMPLY WIT14 AMERICAN INSTITUTE OF: TMER CONSTRUCTION
REIQUIREMENTS. ALL NAILS EXIOOSED TO THE EXTERIOR 614ALL BE GALVANIZED.
II. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
STRONGBTIE CO. OR EaJIVALENT. SUBMIT CUT SWEETS FOR ALL CONNECTION
HARDWARE To CONTRACTOR FOR APPROVAL. ALL NAIL HOLES $14ALL BE FILLED
OR AS PRESCRIBED BY T14E MANUFACTURER.
12. PROVIDE A SINS-41-E PLATE AT THE BOTTOM AND DOUBLE PLATE AT T14E TOP OF: ALL
LOAD 5EARIW4 STUD WALLS. STAaGER END JOINTS IN DOUBLE PLATES AT LEAST 4--011
PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO
FOUNDATION AS PER BEARING WALL DETAIL.
13. LOAD MEARJN3 STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS,
AND AT STRUCTURALLY AF19WVED ARC441TECTURAL WALL PANEL JOINTS. STUDS SHALL
BE TRIPLED AT ALL CORNERS.
14. WOOD LINTELS OVER OPENINGS SHALL ME DOUBLED 2xI2 HEADERS UNLESS
NOTED OTHERWISE ON PLANS, WIT14 COINTNUOUG 1/2" PLYWOOD Pll I ER CUT TO
FULL DEPTH OF: BEAM BETWEEN 2x MEMBERS.
155 RAFTER SCWWULE FOR CONVENTIONAL FRAMED AREAS
MAXIMUM MAXIMUM
MEMBER SIZE SPAN (SYP 02) SPAN (SFM)
2 X 4 1 FT. & FT.
2 X IS, 9 FT. a FT.
2 X 8 12 FT. 10 FT.
2 X 10 14 Ft. 12 Ft.
2 X 12 16 FT. 14 FT.
NOTE 1: RAPTIERS MUST BE BRACED LATERALLY BY A CONTINUOUS "LNG OF
SHEATHM OR BRACED AT 24' O/C, WITH MINIMUM IX4.
NOTE 2: RAFTER SPACING NOT TO EXCEED 24" O/C.
NOTE 3. RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS
OT14EMISE NOTED ON PLANS.
NOTE 4: CONNECTOR SCHEDULE
A SIMFSON MtS20 (OR EWAL) BETWEEN CAT 15LOCKM AND RDOP TRUSSES.
5. SIMPSON WS (OR EQJAL) BETWEEN RAFrER TAILS TO CAT BLOCKW_%
C. SIMPSON W5 (OR EaJAL) BETWEEN T14E RAFTERS AND RIDGE BOARD.
D. SIMPSON C-520 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST
WANGER WHERE APPLICABLE.
V1. PRE-ENGINEERED WOOD TRUSSES.
1. T1416 SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED
WOOD ROOF: AND FLOOR TRUSSES AS RWOOD TRUSSES".
2. TWOS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRUSS MANUFACTURER
AND/OR ENGINEER SMALL BE FIESPONSISLE FOR T14E DESIGN AND SPACING OF ALL
TRUSSES AND $WALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL.
3. T14E WOOD TFLISS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY
CIUALITY ASSURANCE PROGRAM SUCH AS T14E TRIAS PLATE INSTITUTE'S ulQUALITY C-04TROL
INSPECTION PROGRAM" OR ECIUIVALENT.
4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON
THE CONTRACT DOCAIMENTS INCLUDING- LIVE, DEAD, AND CONCENTRATED LOADS, PLUS
WIND LOAPS.
S. REI R TO TI-E FLOOR PLAN AND OTHER STRUCTURAL DETAIL 814EETS FOR IMPORTANT
INFORMATION NOT SPECIFIC -ALLY ADDRESSED BY T14E TRUSS FRAMING LAYOUT
SUC44 AS BEARING UALL WEIGHTS AND CEILING VAULT DETAILS.
6. WOOD TRUSS, DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
T14E FOLLOWING INFORMATION:
aJ SPAN LENGTI-1, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPACING OF
THE WOOD TRUSSES.
b.) ALL DESIGN LOADS AND T14EIR POINTS OF APPLICATION, VAILLEY AND CONVENTIONAL
FRAMING MOT 15E CONSIDERED.
c-) ADJUSTMENTS TO ALLOWABLE VALUES.
cl-) REACTIVATE FORCES AND THEIR LOCATIONS.
e.) BEARING TYPE AND MINIMUM BEARING LENGTH.
0 DEFLECTIONS.
g.) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
I.) LOCATION AND CONNECTION DESIGN OF FIEWIRED CONTINUOUS LATERAL BRACING%
J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
k.) WE5 REIWORCEMENT DETAILS FOR GABLE END TRUIMS.
1.) VALLEY SETS FOR OVER -BUILD CONDITIONS.
-1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SFANr_k69) (ROOF), SPAN/4W (FLOOR), AND
LIMIT TOTAL LOAD DEFLECTIONS TO SPANn4V (ROOF), SPANA360 (FLOOR) UNLESS
SPECIFICALLY NOTED OTHERWISE.
FIRE RETARDANT WOOD 18 NOT ALLOWABLE FOIR USE AS TRUSS CHORDS OR WEBS.
SL WOOD TRUSSES SHALL BE DESIGNED 80 T14AT MINIMAL HORIZONTAL REACTIONS
AM IMPOSED ON T14E SUPPOIRTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP
CONNECTIONS ARE ALLOWED UNLE86 OTHERWISE NOTED. CONTACT CONTRACTOR AS REGUIRED.
10. WOOD TRAMS IIIUST BE C4-ECKED FOR WND. WIND VELOCITY, DESIGN VELOCITY
PRESSURES, AND MEAN ROOF HEIGHT MUST BE 6140M ON T14E SUBMITTED 6140P DRAWINGS
11. CONTINUOUS BOTTOM C4401RD LATERAL 5RACIWA 16 REWIRED AT A MINIMUM
SPACING OF 101 OZ. UNLESS NOTED OTHERWISE. BOTTOM C44ORD BRACING 18
CONTINUOUS FROM ONE END OF T14E BUILDING TO THE OTHER END. OVERLAP
CONTINUOUS 5RACINS; AT LEAST ONE TRUSS SPACE- USE A MINIMUM OF 2 X 4
(ROOF), 2Xfi, (FLOM GRADE MARKED LUMBER AT LEAST 10- LONG, WIT14 2-lCpd
NAILS AT INTERMEDIATE AND 3-19,d NAILS AT END CONNECTIONS.
12. CROSS BRACING 16 RE=IRED AT MINIMUM 10' Or- UNLESS NOTED OTHERWISE. LOCATE
CROSS 5PACIWs AT OR NEAR THE 50TTOM CHORD, 5RACW_% INSTALL CROSS BRACING AT
EACH END AND AT 20'OC. ALONG THE LENGTH OF: THE LATERAL 5RACW_-L CROft
5RACING; 16 ACCOMPLISHED BY ATTACHIN5.1 DIAGONAL WEIS BRACING TO OPPOSITE SIDES
or- THE SAME GROUP OF: SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF
2x4 GRADE MARKED LUMBER WIT14 AT LEAST 3-16d NAILS AT EACH CONNECTION.
13. TRUSS ERECTOR 18 RESPONSIBLE FOR ALL TEMPORARY BRACINS-2 OF TRUSS
SYSTEM DURING CONSTRIUCTIM
14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE
WIT14 FUMISHED BY THE TRUSS PLATE INSTITUTE.
15. ALL WOOD TRUSSES SHALL BE FASTIENIED TO THEIR SUPPORTS WIT14 APPROVED HURRICANE
ANCHORS, RATED TO CARRY UPLIFT LOADS SPECFIW BY TRUSIS MANUFACTURER.
16. ALL CONNECTION WAIRDWARE SHALL BE GALVANIZED AND SUPPLIED 15Y SIMF`SON
STRONG -TIE, OR APPROVED EIQUIVALENT MANUFACTURER ALL NAIL HOLES SHOULD
BE FILLED, OR AS PRESCRIBM BY T14E MANUFACTURER.
11. TRUSSES AM TO BE DESIGNED TO ALLOW FOR T14E PROPER ROUTINISs OF A/C
DUCT WORK AND PLLMING. C44AMS SHALL NOT BE BLOCKED BY WOOD TRUSSE&
I& PILING OF PLYWOOD ON WOOD TRUSSES 16 NOT ALLOWED.
IS. INSTALLATION OF: BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIREP WOOD
TRUSSES 16 NOT ALLOWED.
20. IMPROPER OR LNAUT14ORIZED FIELD ALTERATIONS OF WOOD TRUSSES 16 NOT ALLO11M.
21. C%45LE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO T14E SHEAR UALLS AND/OR
THE ROOF DIAPHRAGM.
22. WOOD TRAMS TWAT DO NOT MEET INTERIOR LOAD BEARING ILKLLS I'lUST BE 814MIED.
DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARIW35.
23. SUBMITTALS: A-L SUBMITTALS WALL 5EAR THE EMWSSEP SEAL OF A LICENSW STRUCTURAL
ENGINEER IN T44E STATE OF FLORIDA AM SHALL 5E SuBMITTED TO COVRACTOR FOR
REVIEW PRIOR To WOOD TRiM FABRICATION.
aJ SUIBMIT SEALED WOOP TRAS DESIGN CALCULATIONS AND ILES FOR EACH TYPE OF
TMAIS WITW PERMANENT BRIDGING REOWREMENTS.
b.) SUMMIT WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND UPLIFT
ANCHORS.
cJ SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
dJ MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
PROTECTION AGAINST TERMITES
R318.1 Termite Protection. Termite protection "It be provided b� registered tormitIcIdec Including boll applied pesticides, baiting
s9stemb and pesticide* applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment
to now construction. Sam Section 202, "lotored tormiticids. Upon completion of the application of the La.. Its protective treatment, a
Certificate of Compliance "It be Issued to the building department bg the lIcAmed post control comparg that contains the Following
statement. 711no building i-os received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance
with rules and laws established bg the Florida 0opartment of Agriculture and Consumer Servicee.
R315.1.1 If soil treatment Is used For subterranean termite prevention, the initial chemical soil treatment Inside the foundation
perimeter "[11 be done after all excavation, backfilling and compaction 16 complete.
R318.12 if soil treatment Is used for subterranean termite prevention, soil area disturbed after initial chemical &oil treatment shall
be retreated with a chemical soil treatment, including opaces boxed or formed.
R318.13 If soil treatment Is used for subterranean termite prevention, space in concrete floors boxed out or Formed for the
subsequent installation of plumbing traps, drains or ang other purpose shall big created bg using plastic or metal pormarentIg
placed forma of sufficient depth to eliminate ang planned soil disturbance after Initial chemical soil treatment.
R318.IA If soil treatment 16 used for subterranean Lan., Its prevention, chsmlcall� treated soil shall be protected with a minimum 6
mil vapor retarder to protect against rainfall dilution. If rainfall occirs before vapor retarder placanneft, retroatment 16 required.
Ang work, including placement of reinforcing steel, done after chemical treatment until the concrete floor I* poured, shall be done
in such manner as to avoid penetrating or disturbing treated soil.
R318.1b If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior
foundation porimistor al,411 be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals.
R318.1.6 if soil treatment 16 used for subterranean termite prevention, chmfcal soil treatments shall also be applied under all
exterior concrete or grade within I foot (300 mm) of the primarS structure ald-Ile. Also, a vertical chemical barrier "]I be
applied promptIS after construction Is completed, Including initial landscaping and Irrigation/6prinkler installation. AN soil disturbed
after the chemical vertical barrier to applied shall be promptl� retreated.
R318.1.1 If a reel6tored tormlticldo formulated and registered as a balt sS6tom To used for subterranean tor, Its prevention,
Sections R318.1.1 through R31016 do not appl91 however, a signed contract assuring the installation, maintenance and monitoring
of the baiting 6�6tsm for a minimum of 5 Sears from the issue of the Certificate of Occupanr-g shall be provided to the building
official prior to the pouring of the slab, and the sU6tsm must be Installed prior to final building approval. If the baiting aS6tom
directions for use require a monitoring pbaGs prior to installation of the pesticide active Ingredient, the installation of the
monitoring phase components shall be domed to constitute installation of the 696tem.
R31818 If a registered tormiticids formulated and registered as a wood treatment 16 used for subterranean termite prevention,
Sections R31&IJ through R318.lb do not applS. Application of the wood treatinant tormiticids shall be as required bg label
directions for use, and must be completed prior to final building approval.
R3182 Penetration. Protective sleeves around piping penetrating concrete slab -on -grads floors "It not be of cellulose -oonta InIng
materials and, if soil treatment Is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010
Inch (025 mm) and be sealed within the slab using non-corroalve clamping device to eliminate the annular space between pipe and
the 61sove. No tormiticides shall be applied inside the sloovs�
R3103 Cleaning. Call& and cavities In masomrg units and air gaps between brick, stone or masorrg veneer& and the structure "it be
cleaned of all non-proservative treated or non-naturall�j durable wood, or other collulcloo-containing material prior to concrete
placement.
Exception- inorganic material manufactured for closing calls In foundation concrete masonrU unit construction or clean earth fill
placed In concrete masorr� unit voids below slab level before termite treatment to performed.
R310A Concrete bearing lodes5rTc*, otone or other veneer shall be supported bg a concrets bearing lodes at least equal to the total
thickness of the brick stone or other veneer which is poured IntogralIg with the concrete foundation. No supplemental concrete
foundation pours which will create a hidden cold joint shall be used without supplemental treatment In the foundation unless there Is an
approved p+-l9oIcal barrier. An approved prigsloal barrier shall also be installed from below the wall sill plate or first block course
horizontalig to embed in a mortar joint. If maeo" venow extends below erade, a termite protective treatment must be applied to the
cavIt9 created between the veneer and the Foundation, in lieu of a p"Icai barrier.
Exception:Vonsor "ported b� a structural member secured to the foundation slolowall in accordano4ow with AC1530/ASCE r7/TMS
402, provided at least a (b inch (152 mm) clear Inspection space of the foundation aldswall exterior exist between the veneer and
the top of aN soil, sod, mulch or other organic landscaping component, deck, apron, porch wak or arKj other work ImmodiatelS
acUacent to or adjoining the structure.
11018B Foam plastic protection. Extruded and expanded polgatgrons, polqiboc�anurate and other foam plastics shall not be installed on
the exterior face or under Interior or exterior foundation walls or slab foundations located below grade. The clearance between roam
plastics installed above grade and exposed earth "it be at least I& inches (152 mm).
Exceptions:
1. Buildings where the structural members of walls, floors, call"& and roofs are ontIrsIg or noncombustible materials or
pressure-proservative- treated wood.
2. ahon in addition to the requirements of section R318.1, an approved method of protecting the foam plastic and structure From
subterranean termite damage is used.
3. On the interior side or basement walls.
R31" Protection aea [not clocaq and termites. Condensate lines, Irrleation/aprfrkJor 696tom risers for aprag heads, and roof downspouts
shall clischaree at least I foot (3M mm) awd� from the structure sidowall, whether lb� underground piping, tail extensions or splash
blocks. Clutters with downspouts are required on all buildineb with eaves of less than 6 Inches, (152 mm) horizontal projection excapt
for gable and rakes or on a roof above another roof.
R315.1 Preparation or building site and removal or debris.
R319.1.1 All building altos "it be eraded to provide drainaes under all portions of the building not occupied bg basements.
R318.1.2 The foundation and the area encompassed within I foot (305 mm) therein shall have all vegetation, stumps, dead roots,
cardboard, trash and foreign material removed and the fill material "Ill be free of vegetation and forsten material. The fill "I[ be
compacted to assure adequate support of the foundation.
R318.13 After all work is completed, loose wood and debris "Ill be completsig removed from under the building and within I foot
(305 mm) thisroof. All wood forms and supports "It be completaig removed. This Includes, but is not limited to. wooden grade
stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, Forms or other coilluloGe-contairing
material placed in ang location where such materials are not clearIS visible and readlig removable prior to completion Of the work.
Wood shall not be stored in c4ontact with thoground under anS building.
TYPICAL NAILING SCHEDULE
Ledejer strip
l6d common
3 at each joist
6018 plate to Joist or
l6d common
161, O.C.
blocking, face nail
Top of aole plate to stud,
l6d common
2
and nalled
Stud to eole plate, toe nail
8d common
4
Doubled studs, face nail
10d common
2411 O.C.
Doubled top plateil, face
10d common-
1611 along each
nail
edge
Continuous header to
8d commion
3
stud, toe nail
D(b sheathing or less to
8d common
2
each bearing, Face nail
Over lX8 sheathing to
Od common
3
each bearing, face nail
Build-up comer studs
l6d common
24" OL.
l3ulld-up griders and
20d common
32N O.C. at top
beams up to three members
and bottom and
staggered 2 ads
at each
splice
1/211 Vsum Sheathing
11 ga i-1/2N
4NO.C. at edges
146" head
811 oc. at other bearm-
SION Vow Sheathing
11 ga I-3/4N
400L. at edgm
146" head
6" or- at other bearWa
Voum UJallboard
V2N
1-3/8' dr9wall nail
Toz. on Callings
8'0.C. on walls
5/8"
1-1/21' dr9wall nail
71"O.C. on callings
13"O.C. on walls
Wardboard Lap Siding,
Od corrosion resistant
1611 O.C. at top
01rect to Studs
with minima shark
and bottom "as
dia. of 009W Inch
and minimum head
dia. of 0240 inch
Wardboard Lap Siding,
10d corrosion resistant
16" O.C. at top
over Sheathing
with minimum ef-ark
and bottom "as
dia. of AMW inch
and minimum head
dia. or 0240 inch
l4ardboard Panel siding,
6d corrosion resistant
9,11 OL. at edges
Direct to Studs
with minimum Shark
1211 O.C. at
dia. of ODWO inch
Intermediate
and minimum head
supports
dia. of 0225 inch
Hardboard Panel siding,
9d corrosion resistant
611 OL. at "as
Over to Sheathing
with minimum Shark
1211 O.C. at
dia. of ODWO inch
Intermediate
and minimum head
supports
dia. of 0225 inch
AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
TABLE R301.2.1.3 AND ASCE 7-10 METHODS
ULTIMATE WIND SPEED (MPH)
140
EXPOSURE CATEGORY
B
BUILDING RISK CATEGORY
11
ROOF SLOPE
Roof > 7 to 27 degrees
INTERNAL PRESSURE
ENCLOSED 0.18
COEFFICIENT
TOPOGRAPHICAL FACTOR
FLAT 1.0
MAXIMUM BUILDING HEIGHT
35
FT
3
2
3 3
2
3
a eooe
5 2
QD
C7
a
1___�
L-3
-1
2 1
- -
3 3
12 -4
1 2 1
-
:3
WaHs
Roof -
WIDTH OF EDGE
STRIPS (a)
8
FT
OPENING PROTECTION REQUIRED
COMPONENT & CLADDING DESIGN PRESSURE (PSF)
ZONE
1
ZONE 2
ZONE 3
ZONE 4
ZONE 5
Area of C&C (SF)
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
10
21.3
-33.9
21.3
-59.0
21.3
-87.3
37.1
-40.1
37.1
-49.6
20
19.4
-33.0
19.4
-54.3
19.4
-81.6
35.4
-38.5
35.4
1 -46.2
50
16.9
-31.7
16.9
-48.0
16.9
-74.0
33.2
-36.3
33.2
-41.8
100
16.8
-30.8
16.8
-43.3
16.8
-68.4
31.5
-34.7
31.5
-38.5
WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vascl
Area(SF)or
ZONE I
ZONE 2
ZONE 3
ZONE4
ZONE 5
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
description
10
16.0
-20.3
16.0
-35.4
16.0
-52.4
22.2
-24.1
22.2
-29.7
20
16.0
-19.8
16.0
-32.6
16.0
-49.0
21.2
-23.1
21.2
-27.7
50
16.0
-19.0
16.0
-28.8
16.0
-44.4
19.9
-21.8
19.9
-25.1
100
16.0
-18.5
16.0
-26.0
16.0
-41.0
18.9
-20.8
18.9
-23.1
Garage Doors
I
I
1
1 19.2
-21.4
1 19.2
1 -21.4
WNNECoTOR PRO=T APPROVAL5
APPUCATION
SH=50N COW56TOR
FL APPROVAL No.
CAP5 AND BA5E5
GG, EGr,, PC, EPG
FL 10.560
ABU
FL 10&44
GOWGRETE I MA50NRY
GONNEIGTORS,
HU, HUG
FL 10655
H6T, MEIHA
FL 10&bb
HO, H060, HHPQ
FL 10441
PETAL, F-6TP, HETA, HHETA, FIM,
HT5M, H6AM W%H L6UM LTA META
M5TAM, M5TGM, MT5M
FL 114-0
H6AI0, L6T, MC7T, M5TG, V6T
FL 11470
HTT, LTT
FL 114%
HAN6ER5
L55U, L-9J, THA
FIL 104477
HHIJ5, H5UL, H5K HU, HLIG, IL6,IUT, LU,
LUS, MUMLI 5K U
FL 10531 / FIL 10655
H60, H6W, WA6, HHr_-U, HR)5 H)GQ
R,115, LC4J, LLIS, M6U, WYFT, THA, TH65,
TH60, THC7K THJU
FL 114b&
5, BA, HEI, Lf3V
FL Illbb
156, ffi, 61-5,61-ST, 6LT, 6LTV, Hffi, 1161-5,
H6LT, H6LTV, HHB, HHEV, HIT, HK MI,
HINIJ, IT5,ITT, ME6, MIT, W-6, K NI, 1,W,
WNPU, W, WI, mi,
FL 10661
5TRAP5 AND TIES,
A, FG, C7A, HH, L, L5, LPT, Z
FL 1044b
FTA, H, H6T, HT%�TA, LT5, MTS, R5P,
R5T, 50, SPH, 55P
FL 10456
GIM5T, r-5, FHA, HST, L5TA, L5TI, W,
M5TA, M5TG, M5TI, 5T
FL 10&52
a!
!a
L
(V MAX
PANEL SPAN
HOLES AT 12" OZ. SPACM
MAX_ FOR FASTENERS,
41!
RE: F5C - TA5LE R3012.1.2
I
FOR FASTENER TYPE
sill
HOLES IN CENTER OF:
PLYWOOD FOR PRESSURE
EQUAL17-ATION
0
,\,-MIN. -111ro.. PLYWOOD
a
L
&I TO a' MAX
PANEL SPAN
2 X 4 5RACING AT
SEAM ON INTERIOR
FACE OF FIANEL
HOLES AT c3" OR 12" OZ.
SPACIW_% MAX. FOR FASTENERS,
IRE: F15C - TA5LE R301.2.1.2 FOR
FASTENER TYPE
HOLES IN CENTER OF
PLYWOOD FOR I"RESSURE
EQUALIZATION
2" TEN GAUI3E WOOD SCREWS
TO FASTEN PLYWOOD TO 5RACM
2 X 4 IBRACING ON EXTERIOR
FACE OF: PANEL
HOOD 5TI;ZUGTUF;ZAL PANEL - OPENING, PROTEGTION OPTION
1/1611 PLYWOOD
F
j,f1ff"-0:,
I
G N
S .400.
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0 W
Z 1--
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD1
K.O. OR U-BLOCK TIE
BEAM PV 1 #5 BAR GONT.
Ix4 NAILER 0 P41NDONS
Ixb a SL. &L. DR.
V41NDOksl AND DOOR
AS PER
SPECIFICATIONS
1/2 " C-7YP. BO. a KALL5
ON Ix2 NO. FURRINry
STRIPS 0 24" O.G. W
AL -FOIL INSULATION
SEE FOOTIN& DETAILS
THIS SHEET AND
FOUNDATION PLANS
PRE-ENC71NEERED I-V.
ROOF TRUSSES 2411 O.G.
SEE TRUSS NOTES FOR
REQUIRED CONNECTOR
METAL DRIP
EVOE
---------------
ELEV. VARIES
TYP. FASCIA 4
SOFFIT
6" N. ROI I ED
FIBER&L. MESH
NIRE OR
PRECAST CONG.
LINTEL a EA. MA5.
HALL OPN6. - FZEFER
TO LINTEL SCHEDULE
#5 BAR VERT. REINF.
HOOK INTO TIE BEAM
ABOVE
#5 BAR DOk4EL H/ 10"
5TD. HOOK (LAP MIN.
25" W VERT REINF.
BAR)
ARCHITECTURAL FIN15H
ON 5" r-..M.U. HALL
MAIN FLOOR LINE
REF. ELEV. O'-O----��
TYPIGAL ONE STORY NALL SEGTION
ONE STORY
A
5D2 NOT TO SGALE
FIN. FLOOR ON 4" GONG.
SLAB W (bxb-kqI.4 x HIA
H.H.M. (OR FIBERMESH)
CLEANED, COMPACTED
TERMITE TREATED FILL
TYP. HALL GON5TRUG.
MAIN FLOOR LINE
REF. ELEV. 0'-0"
z
x
< FIN. 64RADE
--CLEANED, COMPACTED 4
TERMITE TREATED FILL
3" MIN.
COVER
FOOTINO DIMEN51ON 4 REINF.
NO. OF #5
GONT BARS
ONE STORY
1611
b1i
(2)
THO STORIE5
11-&11
1041
(3)
STEMI/�ALL FOUNDATION
NOT TO 5GALE
-----T,rP. HALL GON5TRIJO.
TYP. 4"
IN. eiRADE
GONC. 5LAB---\
1-f�
M AIN FLOOR LINE
----------------------
BAR5 r-.ONT. REF. ELO. 0'-0"
0
0
i�k
3" MIN.
CLEANED, COMPACTED, 4
r-,OVE:R
TERMITE TREATED FILL
ONLY USE MONOLITHIC FOOTIN&
FOR MAX DIFF. OF 20" BETHEEN
EX15TIN(9 6RADE TO FINISH FLOOR
SP2
H
SD2
PRECAST LINTEL
W/ (1) 05 OIAM.
POURED SOLID
FERItETER 5EAM/LINTELS
OVER DOOR 4 WINDOW
KNOCKOUT 5LOCK
W/ (1) as DIAM.
POURED SOLI
L j
DOUIBLE
PRECAST LINTEL KNOCXOUT IBLOCK
LESS THAN 4'-W SPAN EACH W1 (1) S
FF —C: 2�
DIAM. POURED
SOLID
KNOCKOUT IBLOCK KNOCKOUT 15LOCX
. .
W/ (1) 05 DIAM. W1 (2) S DIAM.
FIOUFSE) [ED) POURED SOL
x.
_r)
POUf;m0 A 4:
SOLID
WS41—
PRECAST LINTEL PI;ECAST CAONC LINTEL
L ...... i
FWECAST CONIC LINTEL
41-9)" TO V-011 SPAN W-0" TO 25'-0" SPAN
V-0i" TO 25'-0" SPAN
Ff 5-cf-31 Ff D-G-41
NOTE: PRECAST LINTELS SHALL 5E "CAST CRETE" OR EQUAL.
USE FIRE -STRESSED
PRECAST LINTEL FOR SPANS GREATER THAN W-4"
THE KO. 5LOCK AIBOVE THE LINTEL 15 T14E MINIMUM REQUIRED.
ADDITIONAL GROUT
FILLED CMU 5LOCKS CAN 5E INSTALLED 5ETWEEN THE K.O. 5LOCK
AND THE LINTEL FOR
HIGH REQUIREMENTS. THE K.O. 5LOCK A13OVE CAN 5E THE SAME AS THE WALL TIE
BEAM.
B LINTEL
NOT TO SCALE
SP2
#5 (P IN CELL POURED 50LID
.4 SEE FLOOR PLAN
—T
TYPICAL MASONRY SHEAR NALL
NOT TO 5GALE
4" C.ONCREI SLAB
HITH F113E
x b" CONG.
9 H/ (1) #5 GONT
6UMED 6,RADE
K.O. OR U-BLOGK TIE BEAM
W (1)-#5 BAR HORIZ. GONIT.
0 LIPPER 4 LOHER T.O.M.
#5 BENT BAR 25" EA. KAY
INTO HORIZ. TIE BEAM 4
VERTICAL REINF. CELL
UPPER T.O.M.
PER PLAN
LOVER T.O.M.
Pf�k PLAN
I
#5 BAR VERT. REINF.
IN FILLED CELL
STEPPED MASONRY TIE BEAM
NOT TO SCALE
5P2
4 MIN.
PRECAST GONG. LINTEL W
SEE SCHEDUI F BEARINO 0
EA. END
7
(1) #5 BAR HORIZ. IN
6ROUTED P.C. LINTEL
4#k
NOTE 2 BELO4
(1) #5 BAR VERT REINF.-1""
IN FILI ED GELL
NOTE:
1. EACH JAMB OPENINO To BE RBNFORGED Pq/
(1) #5 BAR VERT. IN CONC. FILLED GE1 I
2. PRECAST LINTEL FOR OPENIN& 6PREATER THAN OR EQUAL
TO 6-0" TO HAVE #5 BENT BARS INTO JAMBS AS 5HOHN
3. PRECAST LINTEL5 SHALL BE
"CAST CRETE" OR EGUAL.
000F� TYPICAL PRECAST LINTEL
NOT TO SO ALE
SD2
VERTICAL REBAR CENTERED IN GELL
SEE PLAN FOR LOCATIONS. FILL CEI I
PqITH COWGRETE OR 64ROUT. PROVIDE
DOPqEL TO MATCH VERTICAL REINF.
11-4"
NOMINAL
NOTE-5:
—REMOVE ALL PROTRUSIONS EXTENDINC71/2" OR MORE INTO
CELLS OR GAVITIE-5TO BE OROUTED.
SPACES TO BE &ROUTED SHALL BE FREE OF MORTAR
DROPPINC75, DEBRIS, L005E A667RE6ATE-5, 4 ANY MATERIAL
DELETERIOUS TO MASONRY &ROUT.
TYP. VERT. FILLED GELL
000jp"� MASONRY REINF. DETAIL
j NOT To SCALr=
502
HONER ENG. (TEMPERED C-70
GONG. CURB
4" CONCRETE 5LAB
NITH FIBERME5H
x GONG. FT6.
(1) #5 GONT.
P
X
FOOTIN6 DIMENSION 4 REINF.
NO. OF #5
r-ONT BARS
ONE5TORY 1211 11-511 (2) THIKENED SLAB EDOE
TNO 5TORIE5 -511 1 [-&If (5) D2 NOT TO SCALE
SP2
MONOLITHIC FOUNDATION
NOT TO SGALE
SLAB RECESS SECTION
NOT TO SCALE
ND BEAM
lu-BL
OCK" (T-YP)
r
VERT. FIH ED CEI I
REINF. DONEL W
tu 13OND BEAM REINF.
BOND BEAM REINF.
'Al
FIH ED CELL ND BEAM
AT CORNER CORNER BAR
\4��
TYPICAL KNOGK-5IJT7BEfZ-.
4 FORM AND POW TIE BEAMS
CONTINUITY OF TIE BEAM REINF.
AT GORNER5 DETAIL5
i..N t
lu
;2� 0
y
F-
502
NOT TO 5GALE
TO. REINF. (TYP)
Ir
I FOOTINO (SEE 5HT. #2,)
FOR 517F 4 TYPE)
10-
CORNER BARS
VVERTIGAL FILLED GELL
REINF. DONEEL AT CORNERS
CONTINUITY OF REINF. IN FOOTIN65
MIN. 6" EMBEDMENT W
2' 50. x 5/16" KASH.
(4 PER 51DE) $ AT
24" O.C,. AT TOP
x CEDAR TRIM
2xb PT HOOD JAMB,-1
3 �-
C7ARA(5E DOOR CONSTR.
AS PER C7ARACf=
MANUFS SPECIFICATIONS
OARAOE DOOR DETAIL
SP2 NOT TO SGALE
A or 6
DETAILIN& DIMEN51ON
7 0171—
�z 4d
OR 2VMIN
L
<
DETAILIN6 DIMENSION
BAR
SIZE
19>00 HOOK
qOcHOOK
A or 0
A or (5
0
#3
#4
411
all
511
#5
1
511
3 5/411
1011
33/411
all
(oil
41/211
1211
41/2 11
#-7
10"
5 1/4"
14"
5 1/4"
#a
IlU
all
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1(911
(oil
#cJ
1511
11 3/4"
q 1/2"
1,111
q 1/211
#10
11"
13 1/4"
lo3141
1 1
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10 5/4"
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FIRST ISSUE
12/04/13
SECOND ISSUE
FOURTHISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD2
FLEXIBLE FLA5HINC7
HEATHER RE515TANT
BARRIER
EXTERIOR FACADE
R16PID FALSHINO
SEALENT BEAD
.WINDOW FASTENER (SEE HDH
INSTALLATION DETAIL)
-NOOD FRAME HEADER
DRYWALL
5EALENT BEAD
CEALENT BEAD
SILL
EXTERIOR FAGADE-,,,,,
FLEXIBLE FLASHIN&--
HEATHER RE51STANT
WINDOW FASTENER (SEE
BARRIER B
INSTALLATION DETAIL)
A_seALENT BEAD
SILL HEADER DETAIL HOOD OPENIN05
5EALENT
SEALENT BEAD
-5EALENT BEAD
_PRE55URE TREATED BUCK5TRIP
(MIN 2 115" AS 5HONN)
-SHIM AS SHOWN
NINDON FASTENER (SEE WON
INSTALLATION DETAIL)
5EALENT BEAD
HINDON SILL
PRE-CA5T
CONCRETE SILL
5ILL HEADER DETAIL MA5ONR"r OPENIN65
NOT TO SCALE
NOTE -
AN ADDITIONAL RON OF TAPE
15 NEEDED IF THE TAPE 15 TOO
NARROW TO COVER ALL EXP05ED
NAILS IN THE NAILIN6 FLANOE.
FLA5HINE7 TAPE
POLY5TY'RENE
MITER COVER
FLA5HIN& TAP!
P41NOON FLANOE
POLYSTYRENE
WINDOW FLA!5HINC7 NOTES: MITER COVER
STEP #1 CAULK WINDOW OPENIN67 EDOE
PRIOR TO 5ETTINC7 NINDON.
STEP #2 HOUSENRAP TAPED TO FLANC7E BOTTOM.
STEP #3 CUT HOU5EHRAP DIRECTLY A13OVE NAILIN& FLANOE
4 OVERSIZE CUT b" E30TH SIDES OF HINDON FLANC-7E.
STEP #4 COVER OPEN NAILINC7 FLAN&E MITER KIRED HOUSEHRAP TAPE.
STEP #5 INSTALL FLASHINO TAPE 2 SIDES
HITH TOP OF TAPE FLASHED UNDER HOU5ENRAP.
HIDER OR ADDITIONAL SIDE TAPE MUST BE INSTALLED OVERLAPPIN67
ONTO THE NINDON FRAME TO COVER SEAM AND E70REHS AT MULL.
STEP #6 INSTALL FLA5HINC7 TAPE AT TOP.
TYPIGAL NINDOH FLASHINO IN FRAME
NOT TO SCALE
IM MOU;lN&
DOOR JAMB
_#12 X 3" SCREWS
a lb" O.C.
SHIMS
EA. Ibd NAILS
\-2X FRAMIN& a 511 o.C.
DOOR JAMB DETAIL — HOOD
p
;M::� if NOT TO SCALE
5IMP50N 5P2
a EA STUD
BLOGKIN& TYP.
FOR ALL INT.
PARTITION
WALLS AS
WELL
SIMP50N 5PIG
EA STUD
TRU55
5TRAPPIN& PER
FKA. MIN5 PLAN
ii
2x STUDS AT 16" O.G.
(1) RON OF 2x BLOGKIN67 0 MID
HT FOR HALL HT a &-b" 4 LESS.
-OR- (2) ROWS OF 2x BLOCKIN6
a 3rd PT5 FOR HALL HT a &b"
4 HI&HER.
2x P.T. 50LE PLATE
1/2"(P x 'J'BOLT SPACED a 24" O/G.
MINIMUM 6" EM13EPMENT 2" DIAM. X 5/16"
HASH. (SEE NOTES FOR ALTERNATE BOLTS)
#5 RE13AR CONTINUOUS
BR6. FRAME NALL SEGT. (UPLIFT)
2"x 4" COLUMNS HI (1) RON OF 5TA666ERED IbcI
COMMON HIRE NAILS (D = O.lb2", L = 3 1/2N)
NOTES,
1. ADJACENT NAILS ARE DRIVEN FROM OPP051TE
51DE5 OF THE COLUMN
2. ALL NAILS PENETRATE AT LEAST 5/4 OF T14E
THICKNE-95 OF THE LAST LAMINATION
5. FOR 3-PLY, COLUMN SHALL BE NAILED AS
SHOWN FROM EACH 51DE (ONE INTO EACH
OUT51DE FACE OF B.U.C., SAME NUMBER OF
ROH5,5AME SPACINC0
FLAN&E
FLAN&E
67 TAPE
FLOOR TRU55 5TRAPPIN&
DOUBLE Top
PLATE
2x 5TUD5 AT 16" O.G.
BLOGKIN& TYP. FOR
ALL INT. PARTITION
(1) RON OF 2x BLOCKIN67 a MID
HALLS AS HEH
HT FOR HALL HT 0 5'-b" 4 LESS.
-OR- (2) ROHS OF 2x BLOGKIN&
a 3rd PT5 FOR HALL HT a &--b"
4 14166HER.
2x P.T. 50LE PLATE
1/4"x4" TITEN OR TAPGON5
SPACED a 12" 0/0.
(2) #5 REBAR CONTINUOUS
SEE FLOOR PLAN FOR 51ZE OF STUDS
BRO. FRAME NALL!5EGT (NO UPLIFT).
2 x b" OR 2"x COLUMNS I-V (2) ROWS
OF 5TACS&ERED Ibd COMMON HIRE
NAILS (D = O.lb2", L = 5 1/2")
4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LA6
SCREWS OR EQUAL (SPACE AS SHOWN FOR
3-PLY)
5. FOR 5-PLY, PROVIDE 1/4" DIA. x -l" LA6
5CREN5 OR EQUAL (5PACE AS SHOWN FOR
3-PLY)
6. REFER TO ND5 SECTION 153 FOR ADDITIONAL
INFORMATION
T'�I`PIGAL STUD COLUMN AND JACK NAILINO
NOT TO SCALE
1/2" DENSE CEILIN&
BOARD DRYWALL
Ixb BLOGKIN& EXTEND 20" MIN.
PAST WINDOW OPENIN(9 AT EACH
51DE WHERE P0551BLE
IX PT
TEMPERED
OLA55
NOTE
INSERT TRACK FROM
OUTSIDE FACE OF
BLOCK
FOAN �t
-44_5EE LINTEL 56HEOULE
A5T CONG. LINTEL wl 1-#5
GONT. OVER POOR OPENIN&
DOOR TRACK
(SEE FLOOR PLAN)
IRE
INSIDE
SET TRACK IN A FULL
SEE
C
CON
D
_JBED OF CAULK
/�5EE FOUNDATION PLAN
EcNOTr=.-
SEE FLOOR PLAN FOR 5LIDIN6 &LASS
4
DO
OR APPLICATIONS USED
4H_� TYP. 56D SEGTION5
Nor To SCALE
DOUBLE 2 x 12 HEADER w/ 1/2" FLITCH
PLATE UNLE55 OTHERV41SE NOTED
2-ROA5 Ibd NAILS 5TA66Z-RED 0 16" 0/0
EACH FACE OR 3-RON5 l6cl NAILS
5TA66ERED 0 16" 0/0 FOR 2"xIO" OR
6REATER HEADER
(2) SIMP50N LSTA24 UNLE55 NOTED
OTHERWISE
FILLIN& AND BLOGKIN& AS REQUIRED
TO HEADER K/ (2,) Ibd s 1611 010
---.FASTENED
UNLE55 NOTED OTHERH15E
r5EE 5
NAILIN&
2x STUDS TYP.
DETAIL
DOUBLE 2x CRIPPLE 5TUIP UNLESS
OTHER4,415E NOTED ON PLAN
5IMP50N LTTIq H/ 1/2" HILTI K34K E30LT 11
ANCHOR I-V 6" EMBEDMENT UNO
PT BOT. PLATE
NOTE:
HEADER / P05T GALLOUT5
ON FLOOR PLANS TAKE
PRECEDENCE OVER THE
INFORMATION SHOWN ABOVE.
TYP. FRAME
OPENINC-75 AT BEARINO HALLS IST FLOOR
NOT To SCALE
ASPHALT SEALANT:
12" MIN.
- - - - - - - - - - -
- -
- - - - - - - - - - - - - - --
ASPHALT BASED
EXTEND MIN. 6" A13OVE
(5ALV. MTL.
SEALANT APPLIED
FLASHIN& mi
"Lo FLA-5HINC7
BEHIND FLA5HIN&
DIVERTER
AND EXTENDIN6 A
FLA5HIN697
ROOF MATERIAL
MINIMUM OF 6" ABOVE
OFIN& FELT
VERTICAL R15E OF FLASHINO
DRIP
ROOF CRICKET:
VERTICAL I
AT KNEENALL
ED
I.,
MIN. 3,12 SLOPE
KNEE HALL I
(REQUIRED AT
I
FASCIA
ALL LEVEL VALLEY
I
IL
LOCATIONS)
PLASTER
F16URE 1: FLA5HINC7
INSTALLATION AT KNEEKALL
STOP
I
(5EE FICWRE 3 FOR MORE INFO)
IN
I
\�
lz
I ROOF
6" X 15" HORIZONTAL
=Z:mmm�
I MATERIAL
N"--SEALANT
r9ALV. FLASHIN& GONT.
ASPHALT SEALANT:
EXTEND MIN. 6" A13OVE
FLASHINO
MMM
b" HIr7H
6" TO 12" PER
VIVERTER
PLAN SPEC'S
FLA5HINr7
6" MIN.
V.'L'FLA5HINC7
TYPICAL
DRIP EVC7E
NOTE:
TH15 DETAIL 15 REQUIRED AT ALL
VERTICAL HALL INTERSECTIONS
FA501A
V41TH ROOF VALLEYS 4 ROOF GRICKET5.
— — — — — — — — — — —
— —
— — — — — — — —
FIC-AJRE 2:
FLA5HINC7 AT CORNER DETAIL
FI(9URE 5. FLA5HIN& DETAIL
AT CRICKET/ KNEEKALL INTERSECTION
— — — — — —
T*'(PIGAL FLA5HINO DETAIL5
NOT TO 5r.,ALE
� �pz
MA50NRY HALL
BRICK MOLDIN&
DOOR JAMB
3/1 X 5" TAPCONS a 16" O.C.
H/ 1 1/4" EMBEDMENT
SHIMS
P.T. FURRIN&
DOOR JAMB DETAIL MA!5ONRY
�r?:31 NoT To SCALE
1/2" PLYWOOD
EWSINEERED WOOD
TWSS 2411 OC
1/2" PLYWOOD
SIMPSON WD AT EA
JOINT (TYP)
1/2 61 1007WOOD
2 "x 4" 24" OZ. BA
4-16d NAIL
CLINCI-ED
SIMPWN MT8122 0 EA CAORNER
OVER DOUBLE 2"x4" 5LOCKNG
(ATTACH 5LOCKIWs TO TRUSSES
W/ SIMPSON A34 TYP)
CHIMNEY FRAMING
LLOON FRAME
2Xb FRAME
(2) 2XI2 13EAM OR AS
HEADER
PER FRAMIN6 PLAN
Hi
1/2m PLYWOOD
4 METAL LATH
W/ STUCCO
INTERIOR
-1
DRYWALL -
OUTSIDE
FACE
DOOR TRACK
,---'-(SEE FLOOR PLAN)
SET TRACK IN
BED
///'--AFULL
0 CAIJLK
SEE FOUNDfON
PLAN
P PLATE FA5�ENERS
rH TO
NoT To !rx-- ALr=
4-16LI GOM.
DOUBI F TOP
PLATE
IbcdI COM. DOUBLE STUD
16N 0C
PT BOTT.
PLATE
2-bd COK-'_ 2-bd GOM.
DOUBLE END 5TUP
� �DE NOT TO 50ALE
NOTES
REFER TO INTERIOR
BEARIN& HALL DETAIL
4" CONCRETE 5LAB COLD JNT.
HITH FIBE-RME5H 61
CPARA615
SLAB
, '17
>0��11§1'_ Km
)_#5 REBAR
. . . . . . . NTINUOUS,
OARAOE!5TEP DOHN SEGTION
0:3 NOT TO SCALE
'---2>(b FRAME
SEE FRAMIN6
HEADER
FOR BEAM SIZE
1,
INTERIOR
\-1/2" PLYNOOD
DRYP4ALL
w METAL LATH
FACE
ALT. BY—PA55 HEAD
T--rP. POGKET56D SEGTIONS
NOT TO SCALE
CONDUIT 1-1/2"
OR 6qREATER
:��IMP50N
#555
:)N
STUD SHOE
NOT To SCALE
TOP PLATE 2-lbd COM.
PT BOTT. PLATE
rF� END STUD INT.
\�, �EIEI NOT TO SCALE
FIZAMINC7
v A ABOVE
STRAP PER ROOF
FlIRAMIN6 PLAN REQ.
H TYP.
DOUBLE TOP PLATE
—51MP50N 5P2 AT TOP
4 1611 0 EA. 5TUD
O.C. -__2 x STUDS a 1611 O.c.
—1/2" x 6" NEDC-A-E
ANGHOR BOLTS 0 24"
O.G. (FRAME TO BILK)
wl 2" x 3/16" WASHER
/-SIMPSON 5PI AT BOT.
a EA. STUD
-P
+ A lo T. SOLE PLATE
REF. ELEVATION
0'-0' FIN. FLR.
-.,,,_SEE INTERIOR BEARIN&
HALL FOR ADDITIONAL
INFO
o'�
T BRO. FRAME TO GMU NALL SEGTION
;D:31 NOT TO SCALE
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
REVISIONS
SEAL DATE
SHEET
SD3
_111
V. A
2'xb' NAILER ATTACHED TO BLOCK
W/4x3l TAPooNs o a" or,
2�x4l el6lor, TOP AND BOTT
SIMPSON H5 0 EA RAFTER
F-T-WIN19i �E- �;Qr-
Ix& OR 2xf7 SUB -FASCIA UNDER
ALLHMNYL FASCIA
VENTED ALUMMNYL SOFFIT
SIMPSON 5P20 EA. STUV
TOP OF HINDON AS
PER FLOOR PLAN
APPROVM WINVON
OF BUIWERS CHOICE
3/4* PLYP4000 5HE-ATHIN9 W 6D
COMMON OR HD�&. BOX NAILS a 41
O.C. 0 EDOES 4 INTERI-WIATE PV
2X4 BLOCKINS AT JOINTS
EXTERIOR FINISH AS
PER ELEVATIONS
SIMPSON SPI 5TUD TO PLATE
SIMPSON W5TA-%* FROM
STUD TO JOIST 5ELON
RELATIVE F.F. ELEV. 0'--0'
SECURE RID&E BEAM TO
C71RDE-R W/ 5IMP50N
HU526 J015T SEAT
2x4 COLLAR TIE
MID-HEI(9HT 0 OIRDER.
PROVIDE (5) 12d NAILS
EA END
CONTINUE 5HEATHIN6
BELOW CONVENTIONAL
FRM6 a ATTACHED
STRUCTURES MICH ARE
ONLY PARTIALLY
ENCLOSED SUCH AS
ENTRYNAY5 AND
PORCHE-5
NOTE5:
ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE.
SECTION 51ZE SHALL BE DETERMINED ACCORDIN&
TO THE LENOTH OF SPAN AS FOLLOWS:
up To ep,-v ........... 2xb
&1-011 TO 121-011 ........... 2x&
12'-0" TO 15'-0" ........... 2xIO
&-v To ie),-o,, ........... 2xI2
RID(9E 13EAM SHALL BE #2 SOUTHERN YELLOW PINE.
SECTION 517F SHALL BE 2" (NOMINAL) LAROER THAN
RAFTERS W/ A MAXIMUM RID&E 51ZE OF 2xI2 FOR
2xI2 RAFTERS.
CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2xIO.
IT SHALL 13E FASTENED AS SHOWN N/ 5IMP50N
M5TA24 TEN51ON 5TRAP5 a EACH TRU55 U51NE7 (14) bd
7A HOLE INTO
NAILS. INSTALL THE STRAP BY GUITTINE
THE 5HEATHIN6 0 EACH 51DE OF TRL65 AND
THREADINO THE U-5HAPED STRAP FROM 50TTOM OF
TRU55 TOP CHORD TO TOP OF CLEAT.
SECURE RAFTERS TO CLEAT U51N(9 5IMP50N L5qO
FOR 2xI2 RAFTERS, (10) bd NAILS FOR 2xIO
G)
RAFTERS, (&) bd NAILS FOR 2xb RAFTERS WITH
5PA1,45 OF 4'-0" OR 6REATER. 2x(o R-AFTEFZ5 W
5PAN5 LE55 THAN 4'-O"5HALL 13E TOE -NAILED TO
CLEAT I^V (&) 10d NAILS.
SECURE RAFTERS TO RIDOE BEAM U51IN6 5IMP50N
LL626 5LOPINO JOIST SEAT. 2xb RAFTERS W SPANS
LE55 THAN 4'-0" MAY BE TOE -NAILED TO RID&E
BEAM W1 (e)) 10d NAILS.
GONVENTIONALMALLEY FRAMING 150METRIG
SEE PLAN
LINTEL A.55EMBLY AS PER FLOOR PLANS
AND LINTEL 5C+EVULE
5IMP50N LU524
&YP5UM SWATHINS DIAPHRASM USE
TYPE 1,41 SCREkS a 1210z. IN FIELD AND
a WOZ. AT EDSES.
OVERHANO DEL TOP PLATE
77
HEADER AS PER FRAMINS PLANS -
MINIMUM DOUBLE 2Xb
2X4 STUDS FIER FLOOR PLAN 0 16' OZ.
(AL16+4ED WJOIST5 BELOW
R-11 INSULATION
SINOLE P.T. 50TTOM PLATE W(2)114'x 5'
LAS SCREW TO EACH 2X& JOIST BELOW
2X& P.T. J015TS 0 12' OZ. W R30
INSULATION ATTACH1!0 TO PLATE W
SIMPSON H&AdO (AL16NED W STUI:)S)
SINSLE P.T. BOTTOM PLATE HAa'X 10'
LONO ANC+IOR BOLTS W STP NVr AND
WASHER 016"O.C.
&'X&'XIb" CM AS REGUIRED ALL
64ZOUT F11
SEE FOOTINS DETAILS
FOR FOOTINS TYPE AND SIZES
SEGTION THRU BAY HINDON
03 NOSING
5AR TYP. EA
STEP
-AD, RISER AND
THRIE
NOISIWs DIMENSIONS
,,--AS PER
ARCHITECTURAL.
CAST IN PLACED PLANS AND SECTION
CONCRETE STEPS
.4
04 0 811 O.C. * BOTT TOP OF SLAB
(TYP)
04 0 12" O.C. HOOK
INTO CMU UJALL 1111
FILLED CELL EACH 4
END (TYP) - 4
4
'All
w-
FOOTING AND SLA5
....... ........
AS PER
FOUNDATION PLANS
rK ' TYPICAL GONGRETE STAIRS
NOT TO SCALE
LU
I
END JACK
III-011 MAX.
< CORNER J,,N;K*
F I
-4
5IMP50N META12 a
MA50NRY SIMP50N
M5TIb o FRAME NALL5
(ryp)
(2) HETA20 U.O.N.
HIP FRAMING
504
I&CI PER JOINT
41MUM 2"x4" OR055
�ACINO (5EE PLAN
)R LOCATIONS)
GROSS BRAGINO
',�' �04
1/2" PLYP4000 W1 aD
NAILS 0 4" O.C. AT
EDeES AND 10" INTERM.
2" 5Uf3FA.GIA---f,---�
2"x5" BLOCKIN5
0 MID
2--x9Lr&V6TI@t6.
1/2" PLYV4000 W/ &V
PRE-EN&INEERED
TRUSS AT 2'-O'.r
�EE TRU55 LAYOUT
-51MP50N 5P2
5IMP50N LTTIq 0 EA END
-SIMPSON 5PI
NAILS 0 4" O.G. AT 11 1 den
EDCGES AND 4" INTERM. 151EB-1/2"(P x.5" ANCHOR
BOLT 0 52 " O.G.
G7'
504
TIFKNOGK-OUT BLOCK
W/ #50 POURED
SOLID
FRAMINO ABOVE TIE BEAM
6ABLE END TRU55
(WEI35 REMOVED
FOR, CLARITY)
'1A
2xb 51.6-FA-cy, -
OUTLOOKER5
a 24" O.G.
,-ARROW INDICATES
LONr7 DIR. OF PLYND.
0 0
0 PLYWOOD CLIPS TO 13E INSTALLED AT ALL
LOCATIONS WHERE 5HEATHINry 5PAN5 16"
0 0
OR MORE AS PER APA REGAJIREMENT5. DOU13LE
4" 0. 0. CLIPS To BE USED WHERE 5HEATHINC7 PANELS
11 0 0 0 ARE CUT TO 24" IN LENC7TH OR LESS.
0
�Ne
00
0
0
0 0
0
� Z-t
# 0
0
40
X 10d COMMONS OR &d RIN& SHANK a 4" O.G.
ON EACH SHEET OF PLYWOOD
0 = 10d COMMONS OR &d RINC2 SHANK a 6' O.C.
ON EACH SHEET OF PLYWOOD
= 10d GOMMON5 OR 5d RIN& SHANK a e)" O.C.
ON EAGH5HEET OF PLYWOOD
NA I L I NO 5GHEI--)./6Af3LE
5r,ALEz N.TS.
TYPICAL ROOF SHEATHINIS-7 NAIL PATTERN
NOT TO SCALE
P41NDON 4 DOOR MOUNTINO MASONRY ELEVATIONS
CH -CI
LE Top I VC0 TUAKI 7' COAK.
NINPOPq DOOR MOUNTINO FRAME ELEVATIONS
0 &d a 611 O.G. ON EACH SHEET OF PLYWOOD
NAIL INO 15GHED./HIP
SCALE. N.TS.
NOTES:
1. SEE STANDARD MOUNITIN& DETAIL.
2. IX& P.T. ANCHORED TO LINTEL AND HALL
W 1/4"X2-1/4" TAPGON 0 b" O.G.
3. ANC7LED 2X4 NAILED TO PLATE NI(24) 1(od
NAILS AND COVER W/1/2" PLYWD OR -1/16"
055 H/&d NAILS a 4" O.G. (EXTERIOR AND
INTERIOR 51DES).
4. AN67LED 2X4 NAILED TO PLATE N/(2) 16d
NAILS.
5. 2X4 GRIPLE VERT 5TUD5 Ob" O.G. AND
AN&LE5 NAILED TO PLATE I-V(2) 16d NAILS
AND COVER W 1/2" PLYND OR'7/16" 0513
N/&d NAILS @ 4" O.G. (EXTERIOR AND
INTERIOR 51DE5).
6. DOL43LE 2X4 VERT AT EACH 51DE OF
NINDOH5HAPE CHANCES, ATTACHED TO TOP
PLATE W SIMP50N LE750 4 MSTA12.
-1. 2X4 CRIPLE VERT 5TUD5 ob" O.C. NAILED
TO PLATE W/(2) Ibd NAILS AND COVER W
1/2" PLYND OR'7/16" 05B PV&d NAILS @ 4"
O.C. (EXTERIOR AND INTERIOR 51DE-5).
DOOR OPENIN67 AREA (TYPICAL)
NOTES:
ATTACH FRAME AS PER
MANUFACTURERS.
IX& ANCHORED TO HEADER W 16d
NAILS a 1211 O.G.
ANOLED 2X4 NAILED H/(2) Ibd NAILS
AND COVERED W 1/2" PLYHO OR'7/16"
055 N/5d NAILS @ 4" O.C. (EXTERIOR
AND INTERIOR 51DE!5).
AN&LED 2X4 NAILED PV(2) 16d NAILS.
2X4 CRIPLE VERT 5TUD5 @&I' O.C. AND
AN6LE-5 NAILED H/(2) 16d NAILS AND
COVERED H/ 1/2" PLYWP OR -7/16" 05B
I^V&d NAILS, 0 4" O.G. (EXTERIOR AND
INTERIOR 51DES).
DOU5LE 2X4 VERT AT EACH SIDE OF
WINDOW SHAPE CHAN61E5, ATTACHED TO
TOP PLATE N/(2) INVERTED 5IMP50N
HIOS.
2X4 GRIPLE VERT 5TUD5 @&" O.G.
NAILED TO PLATE W/(2) Ibd NAILS AND
COVERED N/ 1/2" PLYND OR -7/16" 055
I^V&d NAILS a 4" O.C. (EXTERIOR AND
INTERIOR 51DE5).
DOOR OPENIN6 (TYPICAL)
05B.
rlj"%N\ A/G SHELF DETAIL
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G N
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A.-0-1).
Al..
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(14
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Lj
FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
-7
SHEET
SD4
GENERAL NOTES: SERIES 570,2770 & 2870 LARGE.MI$51LE, IMPACT-RE$ISTANT, VINYL, REINFORCED SLIDING GLASS DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLYWITH THE REQUIREMENTS -OF THE FLORiQA BUILDING GODE.
ALL RIGID WHITE OR TAN PVC AND COMPOSITE REI[NFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, LTD, HAS BEEN TESTED TO
COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,
2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); I�TEMPERED, HS=HEAT STRENGTHED, AN�ANINEALED, SG-.090 DUPONT
SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASQD PLUS), L\a=.090- DUPONT BUTACITE PVB;
GLASS TYPE A: 3116' HS GLASS +.090" SGINTERLAYER + 3116'HS GLASS+ 7/16'AIR SPACE+ 3/161 T CAP
GLASS TYPE B: 311 IV HS GLASS + .090" PVB INTERLAYER + 3116" AN GLASS + 7116" AIR SPACE + 3/16" T CAP
GLASS TYPE C: 311W'H$ GLASS 4,090- VB INTERLAYER -1 311W XN_ GLASS + I AIRSPACE WITH 4-AT-MIRROR FILM+ 3/16" T CAP
APPROVED BACKBEDDING-S ARE GE 7700,�NDDOW-CORNIINIG 995.
3) MASONRY ANCHORS MAY BE USED INTO WOOD ASPER TABLE 1, SHEET 6. ALL WOOD DUCKS LESS THAN 1-1/2- THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
AS 2X ARE 1-112"THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOODBUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN,, (DONE BY OTHERS)
(MAX. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND
TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD
SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO
ACHIEVE THE EMBEDMENTS SHOWN ON TA13LE 1, SHEET 5. PROPER SEALING OF ENTIRE ASSEMBLY 15 THE RESPONSIBILITY OF OTHERS AND is
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) DESIGN PRESSURES:
A. NEGA71VE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 3OM4.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04,
7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORiDA BUILDING CODE FOR CORROSION RESISTANCE.
8) SHUTTERS ARE NOT REQUIRED.
9) ALL DOOR CONFIGURATIONS, UP TO 8 PANELS AND/OR 4 TRACKS, ARE QUALIFIED,
SEE SAMPLE CONFIGURATIONS ON SHEET 12. DOOR SIZES MUST BE VERIFIED FOR
COMPLIANCE WITH EGRESS REQUIREMENTS PERTHE FLORIDA BUILDING CODE,
10) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-1 0-002-792(A) & 10-006-10231;
CAMBRIDGE 535753-09; ELCO ULTRACON NOA #07-0425.01; ELCO CRETEFLEX NOA
#03-0225,06; VISION EXTRUSIONS, LTD. WHITE PVC NOA #1 U-0420,06, TAN PVC NOA
#111-002.110; ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
ALUMINUM DESIGN MANUAL
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 8 & 9
LARGE & SMALL
MISSILE IMPACT
1-1116"NOM. 11-106'1,10M.
7/16"AIRSPACE VJ16* AIRSPACE
3116' HS GLASS 3/16'AN GLASS
3116' HS GLASS 3tI6"HS GLASS
DUP614T .09,0174EXT' INT.10 DUPONT .41EXT.
SENTRYGLASO .090* PVB
3(16"T GLASS 3iI6`TGLA,9S
NOM -
JI'D 7� j 76
- _M /-< _-2
7ja, 8 7
7 _)9
GLASS GLA S
GLASS TYPE "A"
SIG LAMINATE,
INSULATED GLASS
Doo Size
Configuration
Design
CertIficatIon
Numbers
-
Width
Height
(-) Pd
(-) prf
241"
96"
)D=
60
60
190-265,771
20Y
120'
)000( vdastragal
60
65
190-267, 774
31
W
X)Mvdastragal
60
60
1W43,77O
24V
96.1
)0=
80
80
1 IW787
i0_3"
96"
)OO(Owlastragal
-80
80
190-2", 772
203'
W.
X00(w/astragel
P go
90
190-266, 7T3
3tl6'ANGLASS
3116'HS GLASS -
DUPONT.090'PVB
7116'
7 r ON
GLASS
", I
GLASSTYPE"B"
P B �LAMI�i_AfE_,
INSULATED GLASS
1-3116'NOM,
WW AIRSPACE
,-HEAT-MiRROR FLU
INT'10�
- 311W T GLASS
GLASS TYPE "C"
PV8 LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
NOA DRAWING MAP
SHEET
GENERAL NOTES .......... 1
GLAZING DETAILS 1
ELEVATIONS .................. 2-4
HORIZ, SECTIONS
VERT. SECTIONS..... ...... 6
ACCESSORIES ............... 7
DESIGN PRESSURES 8-9
EXTRUSIONS ... ....... AD
PARTS LIST ... ... I ......... I I
coNIFIGURAi6iNS ........ 12
PAINELTYPES ..... _ .... .... 13
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2. SHEET 8.
2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL
PANEL WIDTH, WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE
3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS AR-DEFINEI) IN TABLE 1, SHEET 6,
ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE.
4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9). VERIFY THAT THE REQUIRED DESIGN
PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN.
5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2 -7.
6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET T.
oll I' I 'I/,,
N . N kjt4
�Z" SNS�
4
Z -$C: : NO. 5B705
ILI
_Wlz�
0?, -, .1
PLORk .-' .0 1
ONPN.7\�'�\,"
A. LYNN UILLIR'. PE.
RE456705
RAVf%dAr
DOW
RaWalaw
o".0110M
GENERAL NOTES GLASS TYPES
D�ftjr
J ROSOWSKI
107(rTIECHNOLOGYMVE
M VEMM F! 34215
P.O. am I=
NOKOMIP, FL _q#274
Tille:
VINYL SGD INSTALLATION GUIDELINES
111/18/1 G
566WAOMMI.,
1 OF 13
DMWDV NO.
FLA-SGD570-01
Rsir
CERT OF AUTH. *29M 1570/2770
DETAIL ETAIL 2A %T FD-ET41-L' --- 31
b [IN �AIHL b
L
1X OR 2X WOOD
T �
A�l 1AL INTM INTOWASOINRY
BUCKSTRIP SEE
BUCKSTRIP
CONVRETMMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE REQUIRED IF DOOR NOTE 4. S4ET I
PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 EIGHT 15 OVER 96' CONCRET
REQUIREMEN' E E EICMLI
DIS DG 3�1 ASTRAGAL ADD.ON
r T GE
AN PERANCHOR
NON-STRUCTURAL ASTRAGAL ADD -ON REINF. REGUIREMENT
INCH
OR Z
#10X2-1J2SMS
EMBM REINFORCEMENT SCREW EMBEDMENT
MENT 0 PER ASTRAGAL 7 ,
F
PTIONAI�,
EQUALLY -SPACED AND 7' v
1/4' -A FROM ENDS (FACTORY TYP ANCHOR TYPE, EMBEDMENT
STALLED).
AND EDGE DISTANCE PER
SUBSTRATC SEE TABLE 1. SHEET 6
C7)-
INTERLOCK
EDGE
C28)*-// �7 -DO EXTERIOR DISTANCE
POCKET ASTRAGAL BOX SCREEN %
P-HOOK
LOCK$TILE to
FOR LWIDTH PANEL W-111 00 - 114' MAX
LOCKSTILIES, 7, DOOR FRAME WIDTH
ASTRAGALS, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT
FIXED AND EDGE DISTANCE PER
SPLES AND ---- -- I M. MAX SUBSTRATE, SEE TABLE 1. SHEET6
HORIZONTAL
RAU T_ _T
EDGE EDGE
SEE NOTES 01 ITANCE #8 X 314- SMS RIFINFORCEM
3&6 ENT DISTANCE
BELOW SCREW; 3 PER RAIL LOCATED
AT CENTERLINE AND 9' FROM
ENDS(FACTORY
FOR 2-31a'ROW
INTERLOCKS TYP ANCHOR TYPE. SPACING 2-3W ROW
EMBEDMENT AND EDGE SPACING
IT --
ONLY DISTANCE P FIR SUBSTRATE
SEE TABLE 1, 914EET
IF EMBED -
EDGE
MENT
FIXED PANEL CUP
AND ANCHORS, SEE CbNCRETE[CMU
OETAILSHEET7 5TANDARD SCR EEN PER ANCHOR
2X WOOD BUCKSTRIP EMBEDMENT IXED STILE
OR FRAMING, SEE TYP. ANCHOR TYPE, EMBEDMENT PANEL WIDTH EXTERIOR
NOTE 4, SHEET I 2X WOOD BUCKSTRIP
AND ]EDGE DISTANCE FIER SUBSTRATE, OR FRAMING, SEE
SEE TABLE 1, SHEETG 'DETAIL 2 _F� FbETAIL 31
EDGE NOTE 4, SHEET I [�AIL
DISTANCE
NON-STRUCTURAL 1_2�00D INTEkU��K INTO MASONRY
ANCHOR
EMEIED- r-
MENT
MAX. NOTES
1) DETAILS APPLY TO 2� 3 AND 4 TRACK
CONFIGURATIONS.
OPTIONAL 2)SEESHEETS24 FOR ANCHOR LOCATION& SPACING. IN
405 P-HOOK 3) SEE TABLES 2-4 FORREINFORGEMEw R.Adillr. 08AW
RENE. zr .,
REOUIREMENTS.
PLATE (12- LONG, @1 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED Z
PANEL MIDSPAh AT ALL FRAME ANCHOR LOCATIONS. fy
406 P�HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR :7
REINF. P EXTERIOR ASTRAGAI ADD-C1N_ PrST T2- IT- HORIZONTAL INSTALLATION DETAILS 'JR'OSOWSKI
--Q,KE 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE
PLATE SMS, _r ,
#IOX!,114- P-HOOK FULL LENGTH OF THE EXTRUSION. REFER TOTEST
11 1 '- 0, FLD 1070 TECHNOLOGY DRIM 7ft" MW
(b) 9 2-513 CC. REPORTS FOR EXACT DIMENSIONS, a VENJQE� F1 SaM
\,7 0 P.O. BOX 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10
&SION % I
DETAI 1 11 111111110 MWOMIS, Fl. 34274
INTO W�1)L�OD] A. LYNN MILLER RE.
PE A 50705 CIERT OFAUT1`1 #29296 570/2770/2870 1 NTS 5 OF 13 1 FLA-SGD570-01
DETAIL [bETAIL �b WET-kE 31
L!E �MASONR:Y I INTER��O C �K INTO!��!�YNRY IX OR 2X WOOD
BUCKSTRIP SEE
CONCRETEICMU TYP. ANCHOR TYPE, EMBEDMENT AND EDGE REQUIRED IF DOOR L BUQKSTR[P NOTE 4, SHiET I
REMENT ASTRAGAL ADD -ON CONCRETEICMU
�)d PERANCHOR
PER ANCIHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 /--1j4)NHjF_IGHT IS OVER 06^
EDGE
REQUI OF
DISTANCE
NOWS
.1 ` , I I . L � TRUCTURAL 30 ASTRAGAL ADD -ON REINF. REQUIREMENT
J.- � -'I _'_-.1-,,� �j - , 1. . OR (46, #I0X2-I?2-6M8
EMSED - , *. 'I " I -
MENT�l REINFORCEMENT SCREW�5 EMBEDMENT
PTION
PER ASTRAGAL,
EQUALLY -SPACED A
tL 11 1 0 INC 7"
114- FROM ENDS (FACTORY v TYP. ANCHOR TYPE, EMBEDMENT
>1v_ INSTALLED).
MAX, f__ 8 AND EDGE DISTANCE PER
POCKET
P-HOOK
FOR JPANELWIDTH LOCKSTILE
LOCKSTILES,
ASTRAGALS,
FIXED
STILES AND 114'MAX
HORIZONTAL
T__
------ SEE NOTES EDGE
3&6 DISTANCE
BELOW
FOR TYP. ANCHOR TYPE, 2-318'ROW
INTERLOCKS EMBEDMENT AND EDGE SPACING
ONLY DISTANCE PER SUBSTRATE,
SEE TA13LE 1, SHEETS
SUBS RATE, SEE TABLE 1, SHEET 8
INTERLOCK EDGE
C10) EXTERIOR v DISTANCE
ASTRAGAL I - 11
902
PANEL WIDTH 114' MAX.
- DOOR FRAME WIDTH
DOORFRAMEWIDTH TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
S USSTRATE. SE E TABLE 1, SHEET 6
T
E03E
#8 X 3W SMS REINFORCEMENT DISTANCE
CREW; 3 PER RAIL, L00ATED
AT CENTERLINF AND 0 FR
ENDS (FACTORY IM
OM
�TMD)
2-318'ROW
SPACING
EMBED -
EDGE MENT
DISTANCE FIXED PANEL CLIP
AND ANCHORS, SEE CbNCRETE[CMU
DETAILSHFET7 STANDARD SCREEN PERANCHOR
2X WOOD 5VQKSTRIP EMBEDMENT EIXED STILE REQUIREMENT
ORFRA.MING,SEE TYP. ANCHOR TYPE, EMBEDMENT EXTERIOR 114'MAX-
NOTE 4, SHEET 1 2X WOOD BUCKSTRIP PANEL 25
AND EDGE DISTANCE PER SUBSTRATE OR FRAMING. SEE
EDGE SEE TABLE 1, SHEET 6
D STANCE NOTE 4� SHEET I EDE:5AIL:�] ;DETAIL 2B [bETAIL 3__j
I I NTO hlloI��O Y
NON-STRUCIIIRAL
/�ANCHOIR
EMBED- 1/4'
MENT MAX. NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK
i_NNN 4114Z Rvipd try. vatr. Re
CONFIGURATIONS.
Q
IAI 20 OPTIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION a SPACING.
P-HOOK 3) SEE TABLES 2-4 FORREINFORCEMENT
REINF, REQUIREMENTS. DOW Avowm
PLATE (12- LONG, 4) CONTINUOUS ANCHORPLATE, ITEM #8. IS REQUIRED Z -�C
PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS.
�6) P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR P, a� By.
R ASTRAGAL AI1D-CIN_ -:;,1P4r3 11)�:
-INr EXTERIOR T HORIZONTAL INSTALLATION DETAILS J ROSOWSKI
r
A,
PLATE SMS, P�QCKET 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE A,
#10 X 1-1/4" P-HOM FULL L ENGTH OF TH E EXTRUSION. REFER TO TEST 0, 1070 TECHNOLOGY ORNE 1711IR;
N. VEMCE. EL 34275
(5) @ 2-5ill' O.0 .\;7 REPORTS FOR EXACT DIMENSIONS, P10. BOX I= VINYL SGD INSTALLATION GUIDELINES 11/18/10
DETAI 8sloNPN� I
L 1 , 'it III ilk" AOCOMIS� FL 34274 T-O.WON.. -7-Rm
INTO WOOD A, LYNN MLXR RE.
P.EA 58705 CERT. OFAVrK #292,96 570/2770/2870 1 NTS � 5 OF13 I FLA-SGD570-01
2-TRACK CONFIGURATIONS IDUA-It-C-21
A
6
M
WMAX. MAX. '�11�IAS_ *C!
'T
!THIS
T
APPROX. 6".
ANCHOR EDE-TAil. D
ANCHOR NO"ISUCTURAL DETAIL WIDTH: PANEL WIDTH - 8-9/16"
LOCATIONS FOR DAYLIGHT OPENING IDLO) FORMULAS
=DEA�L A LOCATIONS FOR 4FXT. El!ls stjw� THIS SHE9 7H18_S'RW ITHM SH
BYPASS (HEAD & SILL)
-411EXT. POCKET CONDITIONS. HEIGHT: PANEL HEIGHT - 8.WIW
CONDITKMS, 216,
ANCHORS NIO MAX,
7 PANEL WIDTH
12* MAX. D.C. P-HOOK. OC, A, DLO
t -1 j DAyLIsH,
OPENING WIDTH.
I ANCHOR 0 CENTER OF DETAIL,4* DAYUGHTi
EACH PANEL. SEE TABLES ACH PANEL rfr- TABLES Sf�EET 6 OPENING
1 ANCHOR @ CENTER OF
i HEIGHT
ON SHEETS 8 & 9. ON SHEETS a 1 FLIETAiL E7
EXT.v , t ---
WOR '0'
3.21ir MIN. O.C. PANEL TYPE PANIELTYPE
2 ANCHORS @ CENTER OF 2 ANCHORS CENTER OF P CKET
0 WMEET
"IL 32 EA ON a6�
EACH PANIEL� SEE TABLES EACH PANEL. SEE TA13LFS BY
SHEETS 8 & ON SHEETS 8 & 9. OTHERS -SHEET 5
(UNDER PANEL
. i DETAIL HEIGHT DUO
4" MIN. O�C. 4* IAN. O.C. SEPARATE SHEET
/APPROVAL)
CLUSTER OF 3 OF3 DETAIL 5
"R SHEET 6
�_.AIL 4
6
'OF
'EL
Cl ANCHORS 0 STILE CUSTF 06T INTERL Al
"A CH ILTF, OCK
INTERSECTIONS, I OTIONS
E F
(j OF
EXT.V SEE TABLES TA,_, ON SHE &a. rLOF
SHEETS 8 & S. EXT.r PANEL PANEL 6'MAk
I I ___J� (0 HEAD
t__ "N -- --- --------- --- &SIL)
---------------- -
4'MIN. O;C. 6'MAX MA
4'MIMO.C (HEAD& SAL6 i- S' MAX.,
"'E'AlL
D__ G
r
m�
(HEAD & SILL)
CLUSTER OF 5 CLUSTER OF 5 ANCHOR DEu;TAL G
ANCHORS 0 STILE IWSHE �DAL F
@STILE INTERSECTIONS. �Gi: AIL H1
2.376, TYP. INTERSECTIONS.
SEE TABLES 0 SEE TABLES ON SHEETS
8&9
N "51FAIILHH2
TEXT.1 SHEETS 8 & 9� LXT.v HIS SH Z
THISSH C6+2 ANCHOR
C3+1 ANCHOR CONFIGURRATION SHOWN;
3217 MIN� O.C. - 41- MIN. O.C. CONFIGURATION SHOWN; (SEE APPUCARLE UP
61 MAX. 6'MAX. (SEE APPOCABLE UP TABLES Z 3 OR 4)
JTO END OF (TO END OF TABLES 2. 3 OR 4)
ATTACHED JAMB ATTACHED JAMB NOTES:
7- LF ANCHOR 0 11 FFXi CONFIGURATIONS, SEE SHEET 12.
M577-1 2) FOR ANCHOR EDGE DISTANCE AND
I ANCHOR @ EXT.T ILL ENDS. EMBEDMENT, SEE TABLE 1 SHEET 6.
EXT,T (O�HEAD FNnS_ S) DAYLIGHT OPENING JDLO) FORMULAS:
WIDTH: PANEL WIDTH - S-WIG*
tZg�. SEE TABLE 1, SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT: PANEL HEIGHT - 8-9/16'
I.S7
EXTY
1EEPHOLE PATTERN @ 24"O.C_
DETAIL 4
1 INITD MASONRY
IX BUCKSTRIP
I YP, ANCHOR TYPE, EM13EDMENT AND
MIN.2.7KSIGONCRETE@ /--EDGE DISTANCE PER SUBSTRATE,
HEAD PER ANCHOR / SEE TABLE 1, 8HEET 0
REQUIREMENT, SEE
TA13LE 1 SHEET 6 1 ROW EDGE
j SPACING DfSTANC E
EMSED-
MENT.
L114-
MAX.
iXOR2X
WOOD
BUCKSTRIP,
SEE
NOTE 4,
WEEPHOLE PATTERN @ SILL ENDS
DETAIL 4
INTO WO6_0 --I
TYP_ ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 1,SHrE`T0
EDGE 2-318"
DISTANCE ROW
PACING
---Emmmm=b
E
#BXa14'SMS
REINFORCEMENT SCREW;
7 PER STILE, LOCATED AT
CENTERLINE AND 6". 9' &
IT FROM ENDS (FACTORY
INSTALLEDV
NSE
4u�
STAIe OF
ANCHOR LOCATIONS (2 TRACKS)
J ROSOWSKI
TbW
nak.
1070 TECHNOLOCruRrve
.......
/0NN-
N. VENW4 FL U276
P. 0. BOX 1529
VINYL SGD INSTALLATION GUIDELINES
11/18/10
ULLEIR
AVKOM14 PI 34274
8-�
S_w
Sh6at
D.WhV N.,
IN
EJ#515705 ' P I-
570/2770/2870
1 NTS
1 2 OF 13
TF
FLA-SGD570-01
CERT. OFAUFH. #29M 1
FOR
TOCJK�TIIES,
ASTRAGALS,
EXTERIOR
FIXED STILES
79
AND
HORIZONTAL
RAU
SILL RISER VARIES
WITH REQUIRED
POSITIVE DESIGN
FRAME
PRESSURE, SEE TABLE
SEE NOTES
a!
4_ A, SHEETS 8 & 9.
HEIGHT,
PANEL
3&6
U
SEE
TABLES
HEIGHT
BELOW
X
@)
2. 3 & 4
FRAME
HEIGHT -
RISER
�IiUSER
PJSER
L
.F-D-E-TA-IL-41
UN�o_nsoNRYJ
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE ULSTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 6
Z318, EDGE
rE DISTANCE
, �P�A . CIN
A
MAk
TABLE 1, ANCHOR TYPES:
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TA13LE 1. SHEET 6
EDGE
DISTANCE
D __7
EtAIL 4
lie. MIN. 6053-75
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO BE PROPERLY DESIGNED
TO TRANSFER LOAQ IMPOSED ON THEM
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE.
SEE TABLE 1, SHEET 6 18 GASTEEL STUD OR A36
EDGE STRUCTURAL STEEL
DISTANCE��_\_ SUBSTRATE
DETAIL 41
INTO STEEL
METAL SUBSTRATE DETAILS SHOWN FOR HEAD
(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET JAIME)
4 /-C6 (�D_ 5
I NOTES
1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
C12Y 2) SEE SHEETS 2-4 FOR ANCHOR LOCATION& SPACING.
121 CC9 1 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIRE MIENITS,
4) CONTINUOUS ANU14OR PLATE, ITEM *B, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
A§ 1011 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.
6 ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION, REFER TO
C14 TEST REPORTS FOR EXACT DIMENSIONS.
, \ N111 11
,�NN hII44,F Reviod S�r III".:
GROUT AA A, . ......... .
NEEDED
LU4'
1/4* rL , ' I I -
M". EMBEDMENT il SEE ftww Sj, Dab:
NOTE 5 % RevisANT
MIN. 7 KSI SHEET; Cr -
CONC'RETE 0 Lij - - - I
EDGE PER ANCHOR C D. By
SILL 2X WOOD BU -,KSTRI Lu
DISTANCE REQUIREMENT, OR FRANW, SEE -'z VERTICAL INSTALLATION DETAILS J ROSOWSKI
NOTE 4, SIR TYP. ANCHOR TYPE, EMBEDMENT
TYP. ANCHOR TYPE, EMBEDME\NT SEE TABLE 4. AND EDGE DISTANCE PER
AND EDGE DISTANCE PER SHEETS 0 1:1_09-\F�` 7�� 1070 TECHAIMOGYDITNE TIVIII.
7-
SUBSTRATE. SEE TABLE 1, SHEET 6 SUBSTRATE, SEE TABLE 1. SHEET 6 X VENICE-, hL 34276
FDETAIL DETAIL 51 %0� P.O. B.Ox 1629 VINYL SGD INSTALLATION GUIDELINES 111/18110
Kro WOOD I fllllkW� NOKOWIS, Fl. $4274 Saw ftast 0"ft N&
A. LYNN MILIER. P�E
P.E,# SB705 CIERT. OF AUTX WAM 57012770/287C1 NTS 6 OF 13 FLA-SGD570 0
__L . I 1 -17
TYPO
Substrate
Anchor
lill
Embedment
Wn, Edge
DIsiance
A
P.T. Sauthern Pine
PO 1 .1115)
-
#12 ShW Metal Screw IGS)
1-318,
314"
i14'EkDUItn%Con
U41"Elco Crete -Flax SS4
1.112"
1-3(4"
�kwninurri, 6063-TS min.
#12 Sheet Metal Screw (GS)
(J.125�
1/2'
Stual Stud, Gr. 33 rrtim
412 Sheet Metal Screw (G6)
189a (0.0451')
112"
AM Steel
#12 Sheet Metal Screw (GS)
1$ga (0,0451")
112,
5
P.T. Southern Pine (SG = .56)
*12 Wond Screw (G5)
1-3/8,
3/4"
Concrete (mIn. 2.7 kslF
IW Elco Utl
1-316,
1.
C
Cemrele (FrAl. 3.35 ksi)
-
TIM, Elco Crete -Flex SS4
1 ,V4"
I
Ungtouted CMU, Jarrin Only
� (ASTM C�90).
114"Elc_
1WElca Orele-Flex
Concrete in. 2,7 ksl)
1/4" Fjco Ultracan
In, 3.35 ksl)
114' Elca Crete -Flex S84
1-3141'
2-1/2"
Ungrotiled CMU, Jaintis Ordy
(ASTM C-90)
114" Elto UllraCon
1-1141,
2.112"
-
2-112"
L__4 ---- jL__j
I11,-tia4w TikL:
CEP-TIHCATION AUTHORIZAnON REPORT
Ducluirw Nu. FPNf BI-0"
vo, Pz r) P. I - 0 ^
FMA Keystone Certification Program
Certification Authorization Report
CAR & Product ID Number: 190 - 263
CAR Issue Date: 12/1412010
CAR Expiration Date: 11/11/2014
Company Code: 190
This Gerblicahon Authorization Report (GAR) is issued by Ka,,siDna Certficajons. VIC. (KC-1) after fu I validation ravie-w
of the Droduct quakIl'ication documents for the produGI riamed belov,�. This report is only val.d when signed by t.re
::`eisidant w KCI and nd Cates -hi� proctict Fis manUfaCtUred by the company named belorav has been tested and meets
:h2 requirarria. its of the I`Efe[EI`108�i stanizia�a a:-.cl s eJig,bl@ for the application of FMA K%Gtone Certrrication PrNram
certification labds- Licensee stipulates in affixing certifwation labe s to products, that ti-ose products at e repr2sentative
of the Epeamen evaluated and documented fo, cetificatton auihorization. Only produCts bearing SUGh a cerl,ficailon
label shall be s3risidered cer-i-ired. The lifo,iialicin in this report can be verified at w.,xv.keystonecerts-rom.
Company Information:
Product Information:
PGT Industries
r,,l o de :
470/5701277012870 Impact PVC SGD w/AE
1070 Technology Dr.
Operator Type:
SD
PO Box 1529
Configuration:
HIJIS/Ast/Clip[AII,GS-15/32 HS/Ann Lami I
Nokomis FL 34274
M a.x 1.11.1 idth:
203
Max Height:
96
Referenced Standard: Product Rating:
ASTM E1886JE1996-05 Missile Level D, Wind Zone 4, DP +/-60, 203x96 XXXX
Qualifying Test Information:
Test Report No:
Test Reoort Ex6ration,
FTL-6376/6377
1 1111112014
Authorized Signature:
I,Iar�la Falke. Preske-it
Keystone Certifications, Inc.
1790 Old Trail Road, Suite D
Ettiars, Pennsylvania 17319
Phone: 717-922-8500
Fax: 717-932-5501
PRODUCT APPROVAL,
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
NTRY DOOR: FL15180.11
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HIM
A
Cn
1WI1EMq
A614
V -
MAX.
MAX,
MAX,
T_
MAX
LH
a"
MAX.
— 32 11a' MAX —
40'F%ED WIDTH VLQ
SEE SHEET 9
- FOR AWOHORAGE -
REQUIREMENTS
0
X
45 W4'MSH WIDTH DLO —
BOXFRAME
MXX. SIZE = 52.125' X 751,
33 314"
FIXEn
HEIGHTDLO
78 1)4'
FRAME
0,D.
33 W4�
SASH
HEIGHT DLO
6"
MAX,
TYR
55 Ulf` FRAME O.D,
— 52 116* MAY,
41Y FIXED WK)TH ULQ
O.C.
NM. TYR
NOTE:
1. FOR BOX FRAME SEC71ONS 8E-E SHEET 8 AND At4CHORAGE 114FORMATIOM SEE SHEETS PAND 10.
2. FOR INTE G RAL FI N FRAME SECTIONS SEE SHE ET 5 AND ANCHORAGE I NFORMA7 ION SE E SHEETI I
6
X
46 31-V SASH WIDTH DLO
INTEGRAL FIN
MAX. SIZE *d 52.125' X 75'
Ad
11&5;W
I A I PERMIANWADELEFTERiMYED kWI/M
IDTOTECHNOLOGYOR"E
WOKC)MId, rL 34274
� W;
Ra
Nk
f2"W
A."W,
a AWED 101 AM. DJMEWW M WXFWiMRFMVAT"N
famill
C NOCHANeETHISSHEET
D.Q
9075W
Qww"w mw
OWN
W
W
UN
"Man
U19"Im
K OPEN=
3
MIN
MO-
RFAI �
M
Exarnple.'52.125 x 75 For 1 it Wridow 5
An0hors required in the hoad
AnchorB required below ft NTIR
Anchom requfred above the MTR
Example., 32. 125 x 62.500 For View Window s
)I]*- Head- Sash*
Fixed -
NOTE FORVIBNWINDOWS USEVIEWRXED WINDOWHEIGHT FORAWACIR QUANTITY INHEADAND
ABOVETHEMTR, AND USE THE V IEW SASH WINDOW HEIGHT FOR ANCHOR QUA NTrY BELOWTHEMTR.
VIAXWM HEIGHT FOR VIEW WINDOW IS 62 V211.
NOTE; FOR VIEW VVINDOW THE LARGEST CAN NOT EXGEED THE TESTED SIM.
wmjv 15W., ___
U.0. —AjPERM".DADffL9rrFR0A7FDjWjVW 4U?01iCHN0L00VDRWE
,_La.1r1G,,. a�IADMEDAMDMM)qEDMEWMMDDVVAXAPA�fFS 140MMIS rLmn
V
29 W4'
FD(ED
HEIGHTDILO
33 3W
SASH
HS41-ITOLO
Wilk timt-larlaft
4.
WAX.
TYPI
Nunn Window, Latw Has&
;;Ts 1-2 , 11 -7m 5191-1
%" 'v[NN A444 "-'/,
o....... � 4
iK
'7'
(k
cue
Lov� " 0 -
A.
FLP,E.958705
ANCHORAGE NOTES FCR BOX FRAME:
1. AMCHOR TYPr=a- 1 -,Vit, 1J1_TRAWrFS
2-#j0$CREW8
2. ANCHOR LCi'-ATIONS ARE BASMON THE
FOLLOWIING DIMENSIONS.
HEAD- W'MAX� FROM TOP CORNERS
JArA[38 - 9" MAX. FROM TOP CGRNERS*
('NOT TO EXCEDE 1/4 OF TC1rAL WINDOW HEIGHT)
G" MAX. FROM B=0M WRNERS
4" MIN. BELOW M7G. "L
$ILL -ANCHORS NOT REQUIRED
a. INSTALL PER THE ADJAC15M TABLE ANCHOR
QUANTITIES USINA THE DOENSICNAL CRITERIA Or
NOTE 2.
4. ANCHORAGE SHOWN FOR BOX FRAME WTH OR WITHOUT
OPTIONAL FLANGE.
5. F6R INTEGRAL NAIL FIN FRAME A4CHORAGE. SEE SHEET 11.
ill WINDOW
L
VIEW WINDOW
521118'—1
.OH FIXED
02 V2"
AH SASH
I Vinyl �10 Hynq WindM LaT
PA. 102a _q Affsaile
NOKQWU� FLS42m " mrs 1 0 - if 1`5191-1
a V=0 SUCK
TWMAX.SHIM— 910 SCRRV A I (5EE NOTrz �)
1_1 31-01 MIN.
so
CK
L A
ITTffm UIEE NOTE M
SCREW
OFTJOM� FLANOIF
OPTLONAL
FLAVOE
1/4..
MAX.-
SKM
JAMB Wi BOX FRAME HEAD W1 80X FRAME
THROUOH FRAME IN702x WOOL) THROVCH FRAME iNT02x WOOD
Ix V4000 allCK
(SEE N07E 0)
I aid' MIN.-
r
MIN,
16 gal Mh WNCRET5
6� 'MIN.
71U
1.5 Rai Mu
OPT(ONAL
FLANGE
f,
Vq
MAX.
SHIN
0P7I0KAL.F_LANr3E
JAMB M BOX FRAME HEAD W1 BOX r-RAM2
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRIETE
Ix BUCK OPTIONAL 1x 6OCK OPTIONAL
NOTES:
1, FOR CONCRETE APPLICATIONS IN 101AMI-DAMi COUNTY, USIL UNLY MIAMI-DAM MUNTY APPROVED V16- 4LTRACON. EMEIFOED I 3X' IMIN., MSTANCE rROMANCHOP
TO GONGRIETE EV,-,E 16 1"MINIMFJW�
3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE. TDTAL THICHNIESS S LESS THAN 1 la", Ix WOOD BUCKS ARE OPTIOWL IF JN?'1
CAN BE INISTAILLZE) DIREEC7TLY TO SOLID CONCRETE. WDOT) BUCKS OVICTIE13AS 2x ARE I 117THICKORGRFAtER. INSTALI.AmoN TO THE SUBSTRATE OF WOOD
SUC"TOEI-EENOIKEIURE4)BYOTHLPAORAGAPPRoVtbgYAUTAM17YHA%4NO4t)PJSDidl-lON,
4, FOR ATTACHMENT TO ALUIMINOV, THE MA7ERIAL SHALL OIE A MINIVIUMISTRE%GTH OF OM-T5 AND A MMMUM OF Ito" THICK. ThE ALLIMINQU S-ffWCTURALMEMBER
SHALL BE Or- A SIZE TO PIROVIVE FULL SUPPORT TO TMF-'AlNnOVV I'MAMr-51NILM TO THA'f UHOWF4 IN THESIE DETAILS F OR Rx WOOD BUCM. THE ANG�OR 61 ALL
BE A 410- S HEET META L SCREW WIT14 FULL EN GAGP MIN-( INTO 7HE ALU MINIJM� IF THr:SE G RITURR ARE MET, THL PVGPECMVI=- DES6GN PRr;SWRES AND AMC HORAGE
SAACINS FOR ULrWONS MAY BE USED.
p Z—' .. — -
W 7i�
,�tav ;fyz" A
1011=1 I *0L00YDFUVF ANCHORAGE DETAILS -BOX FRAME
'Vinyl Single missile in
mr- Eau!', C lu� _" Whdow, L��
"I" i4w, MN.04�, aw =L 34274 Vwh* getter "mrs 50 - ii 319t-f
V60L 0"?/W
`ft01)U(,TREVI&ED
.0 c-004IApith"Flaida
Buddingtiode
A,.M. Xfl� MD
'FIRtion Ddg 4.
of P r4dw
—AII110'.
Ck-
67 OF 4("
RW
A LY iL P,E.
FL P.E,# 6870.5
oadjiq Code
Aw-pu-�w NO
gr.,
01",
N LYNAr
No.hB705
, rj Ir
if .j Wz-
W
taT'.1 ",F-
A. iLY4,4 Mtud.,P'.E.
Fl. P.E.0 6870.5
114" MAX. SHIM-1 [-
2x WOOD BUCK
(SEE NOTE 2)
lia"DIA, x I V7NAIL,
5P MAX
CORNER �% 4 1)
OPTIONAL
111� I FLANGE
11ir'DIA. x 1 112'NAIL,
2 IW MAX- FROM
CORNER & 4 11TO.C.,
OPTIONAL FLANGE -4
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
2x WOOD BUCK
NOTIE 2)
�XjOPTIONAL
FLANGE
11M
IIN'DIA. x i 112'NAIL,X
V MAX, FROM
CORNER & 4 1004- 1 2x WOOD BUCK
ISEE NOTE 2)
HEAD W1 NAIL FIN SILL W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
NOTES:
1 . FOR INTEGRAL FIN APPLICATIONS IN! MIAMI-DADE COUNTY, USE IV DIA. It 1112" NAIL.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON TH(S PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LE89 THAN 1 1p2". 1X WOOD
BUCKS ARE OPTIONAL IF UNiT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 1/2'THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MIMMUM OF 116'THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOL) BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT IKTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS 164M(BE USED.
V#W
I trAWN
PER MMUMADE CMER LIMED 10411M
1070TECHNOLOSYDRWE
NOICOM13,FLU279
AACHORAGE DETAILS -
WE
WI&W
R.K.N_
a
I
NO OMWE This! SHEET
ML
Hung WYndow
OR-0m.
v=/11
C
fiO CHA NGETHISSUEET
P.0, Ogg im
NOKOMIS, FL 34274
W.
We
MIAW MIAMI-DADE 00UNTY
hA� PRODUCT CONTROL SECTION
DEPARTKENT OF PERM ITTING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Stmet, Room 208
AFFAIRS (PERA) Miami, Flofick 33175,2474
BOARD AND CODE AIDMINTSTRATION DIVISION T(796)315-2590 F(786)3J5.2599
NOTICE OF ACCEPTANCE (NOA)
PGT Ind u9tries
1070 Technology Drive
North Venice, FI, 342-75
09 CT) I I R:
This NOA is being issued under the applicable rutes and regulations governing the lise of wriStruction
materials. The documentation submitted hag been reviewad and accepted by Miami-Daide County PERA -
Prodkic-t Control ScWon to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AIM).
This NDA 44 not be valid after the oxpirativu dato stated Wow. The Miami-Dado County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than h4jami Dade Couirity) reserve the right
to have this product or material tested for quality ussurance purposes, If this product or material fdils to
.perform in the accepted manner, the manufacturer will ineur the expense of such testing and tile AH) May
immediately revokc, modify, or suspend the use of sipch product or imaterial within theirjurisdiction, P.ERA
reserves tile right to revoke this acceptainec, if it is determined by Miarni-Dade County Product Coritrol
Section that this product or material fails to mcet the requirements of the applicable building c-ode.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hunicane Zone,
DESCRIPTION; Series "S-H-900 Vinyl" White PVC Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. 5191-1, titled I'Vi ny] Single Hung Window, Large M issile
knpoof', sheets I through 11 of 11, dated 08/07108 with revision C dated 10107/11, prepared by
manufacturvr, signed and seated by Anthony Lynn Miller, RE., bearing tho Miatni-Dade County Product
Contirol Revision starnp with the Noti" of Acceptance number and expiration date by the Miarni-Dade
County Product Control Section.
MTSSILE IMPACT RATING: Large and Sinall Missile Impact Resistant
LABELING: Each unit shall bear a perinnnent label with the manufacturer's name or logo, city, state,
modellserics, and follovving statement: "Miami -Dade County.Product Control Approved", unless otherwise
noted herein,
RYNENVAI, of this NOA shall bu considered after a rencwal applicatioil has been filed and there has been
tio change in the applicable building code negatively affiecting the performance of this produ-ct.
TERNIINATION of this NOA wi 11 occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product� for sales, advertising or any other purposes shall automatically terminate fts NOA. Failure
to comply with any section of this NOA shall he cmuse ror termination and removal of NOA.
ADVIERTTSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiralion date may be displayed in advertising literature. If any portiorit of the NOA is
displayed, then it shall be done in its entirety.
INSPECITON. Acopy of this entire NOA shal I be pi-ovided to the user by the manufacturer or its
distributors and shall be availabie for inspQction at the job site, at the request of the Buildhig Official,
'Ibiq NOA revimes NOA 4 W0820.14 and consists of this page I and evidence pages E-1 and F,2, as well
as approval dorumont mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
N tMCOUNTY NOA No. 11-1013.19
Expiration Date., JanuRry 68, 2014
Approval Date., December 08, 2011
Nge 1
eamplykewilb do Numn
aU114*1gCWd __., "
., % k I 111111, �
I%V - �v LYNIV
�P
No 58705
% STATIO/
A. LYNIV MIWA', RE.
FL P.E.9 58705
co
.j
8 7 1 6
NOTES "FAT" TRACK TYPE SHOWN BELOW
NOTES' 13 CA ROLLER SLIDE ATTACHED TO
1. IMPACT RESISTANT GLAZING OPTION- IMPACT 13 GA HORIZ ANGLE BRACKET NTH 5/16-18 BOLT & NUT
RESISTANT GLAZING SYSTEM MAY BE INSTALLED
IN TOP OR INTERMEDIATE SECTION (WITH OR IN CENTER SLOT AND 1/4-20xg/16*
WITHOUT DECORATIVE INSERTS). GLAZING SHALL TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLES--�_)
13E 1/4' POLYCARBONATE. MAXIMUM GLAZING 13 CA FLAG ANGLE
DIMENSIONS SHALL BE 12.41" x 18.53' CUTOUT, 13 CA COMMERCIAL 'A' FRAME
FASTENED WTH #8 X 1- SMS: 3X ALONG THE 16 CA MIN HORIZ TOP 13RACKET ATTACHED WITH
D HORIZONTAL AND 2X ALONG THE VERTICAL. SEE TRACK (5) 1/4-14x7/8' SELF
DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. DRILLING CRIMPTITE SCREWS�
2. NON -IMPACT REISTANT GLAZING OPTION - 5/16xl-5/8"
-090" MINIMUM SS9 GLAZING IN MOLDED FRAMES LAG SCREW (MIN 4
SCREWED TOGETHER WITH A MINIMUM OF (10) AS SHOWN)
#8xl" SCREWS INSTALLED IN TOP OR (4) 1 /4-20x9/16" LARGE ADD (2) 1/4-14�7/8"
INTERMEDIATE SECTION (WITH OR WTHOUT HEAD TRACK BOLTS OR SELF DRILLING CRIMPTITE SCREWS
DECORATIVE INSERTS) MEETS UNIFORM STATIC 1/4-20 STUDS WITH (INSIDE OF EACH END HINGE) IS CA END STILE
WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 HEX NUTS
1 2" NYLON WINDLOAD ROLLER
GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 5 CA MIN VERT S;TFM
10-69" AND A MAXIMUM LENGTH OF 16-94'. TRACK
GLAZING IS NOT IMPACT RESISTANT AND DOES NTH 4-1/2" STEM
NOT MEET THE REQUIREMENTS FOR WIND-BORNE
DEBRIS REGIONS. 1/4-20xg/16" TRACK
BOLT AND 1/4-ZU HEX
� 1— 1. 11 1— — Al --
A I
MAXIMUM OF 6" O,C. MUST OVERLAP TOP AND JAMB BRACKET LOCATION
BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET -J 14 CA WIDE BODY END
NEGATIVE PRESSURES- 'HINGE ATTACHED NTH
5/16 1 5/8" LAG
(4) 1/4-14x5/8" SELF
Si "& AT EACH TAPPING SCRE
4. KEY LOCK, SLIDE LOCK, OR OPERATOR ORE
REQUIRED, JAMB BRACKET
5� LOUVER OPTION - .040" MINIMUM LOUVERS IN
MOLDED FRAMES SCREWED TOGETHER NTH A
MINIMVIV OF (10) #Bxl" SCREWS INSTALLED IN
THE BOTTOM SECTION, LOUVERS ARE NOT IMPACT
REQUIREMENTS FOR WIND-BORNE ULt3HIS 15 CA STIFFENED-/
RESISTANT AND DO NOT MEET THE
ODY
REGIONS. JAMB BRACKETS 18 GA NARROW BODY
SEE SCHELDULE FOR INTERMEDIATE HIN GE
OUANITY, LOCATION, ATTACHED NTH (4)
6. SECTION STEEL TO HAVE A MINIMUM 26 GA 1/4-14x5/8- SELF
THICKNESS. AND TYPE TAPPING SCREWS
7 THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE-/-/
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE LOCK ONE END (NOT
PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WITH 14 GA BOTTOM BRACKET
STRUCTURE AND IN ACCORDANCE WITH CURRENT OPERATOR - SEE ATTACHED WITH (2)
P"
BUILDING CODES FOR THE LOADS LISTED ON THIS NOTE 4). SLIDE LOCK 1/4-14x7/8" SELF DRILLING
DRAWING. SHOWN FOR CLARITY CRIMPTITE SCRM AND (1)
1/4-144/8" SELF DRILLING
8 DOOR JAMB TO BE MINIMUM 2x5 STRUCTURAL TAMPER RESISTANT SORE
GRADE LUMBER. REFER TO JAMB CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOTE, (4) SECTION SOLID
S
TRUCTURE. DOOR SHOWN, SEE SHEET
2 FOR U-BAR LOCATIONS
9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP ON DOORS NTH OTHER
13RACKET SHALL BE A 13 CA LHR 7/4 TOP SECTION QUANTITIES AND
BRACKET WTH A MINIMUM OF (3) 1/4-140/8" SEE NOTES 1 AND 2 THIS
SELF DRILLING CRIMP71TE SCREWS IN JEU OF THE SHEET FOR GLA21NG
BRACKET SHOWN ON THIS DRAWING. U-SAR ON OPTIONS.
TOP SECT10N SHALL BE INSTALLED ON TOP OF
LHR TOP BRACKETS.
10, IN LIEU OF THE SHORT PANEL FMBCSSMENT JAMB BRACKET SCHEDULE
SHOWN, LONG PANNEL EMBOSSMENT. V12 PANNEL OF JAMB LOCATION OF CENILHUNE U
EMBOSSEMENT OR NO EMBOSSMENT MAY BE DOOR NO OF BRACKETS BRACKETS MEASURED FROM
USED. HEIGHT SECTIONS (EACH JAMB) OF TRACK (ALL DIMENSIONS
FAT-7 2' (JI3-US), 17 (J9-US), 21-3/4" (JE3-US), 29-3/4' (JB-US), 39" (JB-US),
14 CA MIN
HEADPLATE
16 CA HORIZONTAL
TRACK
ri
LAG
SCREW
15 CA MIN
AT EACH
JAMB
BRACKET
"NGR` TRACK
TRANSITION ELLIPSE
16 CA MIN VERT
TRACK
12 CA JAMB
3RACKETS SEE
SCHEDULE FOR
QUANTITY,
LOCATION AND
TYPE
TYPE
7
3
20 GA CENTER STILE COR I
F JAMB
BOTTOM
± 2")
4
443" (JE-US), 57-1/4" (JB-US)
6_6
NGR-6
5" (STD), 22" (STO), 35 3/4" (STD), 54-3L4- (STD), 67- (Sri)), 73- (STE)
FAT-7
2- (JB-US), 10- (JB-US), 21-3/4" (JB-US), 29-3/4- (J3-US), 42- (JI3-US), 52-1/2" (J8-US), 63-1/4- (JB-US)
7'-0'
4
NGR-6
.
5 STD , 22 ($TD). 35 3 4 STD). 54-3 4 (STD . 67 STD 73 STD)
FAT-8
10- (JB-US). 18-3/4" (,B-US�, 26-341" 013 - USL6245'
2, U
JJIB-US). 54-1/4- (JB-US), 74-1/2- (��US
7'-6"
5
NGR -7
�S�BjUS),
(t;IU2. 6t) J/,q (t510). t�4-444
:> (tjlv�. til FS% 3 TD�l
F&Tm��2
10 �J8-US), 21-5/4 (JU-US), 29-J44 �Jhf-Ut,�, 5�1 (JH-Ub), 4,b
�JH-US), 57-1/2- (JB-U
NGR-7
M-L15),
1 5 STD), 22 (STD), 35 3/4' (STD), 54-5/4- (STD). 67" (STD), 73- (STD), 82- (STD)
8 _0
SEE NOTE BELOW
2
STATIC PRESSURE RATI.\GS
APPROVED SIZES
DESIGN PRESSURE(PSF): 46/-52
MAX W0 H: 9'
��A 14'
INIPACT/CY--LIC RATED YES
_�_IIEIGHT:
.: 21
�MAX SECTION HEIGHT
III
I
I Z
1 2
1 t
7 S I'N
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1. � "I I .1�1 �' I .
HSINIA
'NOLLMOcI803 SOOD CrV]1463�0 AO iN39NOD WILLIHM OU103dS 3HI ifiGH1,1M
.40 3MISGI)�IO ON HOUV�JOISOD LIODU JU14040 A0443�1,100 141-11SM
3somm MV 60J U 3SA 01 NOINZISDAIN SO :IS9on v sy im3do 01 OIGN]UNI SI NOILVV480ANI
NOISd M InOHIA 2NOMV 0.1. C125013SIC 60 S3NNVA ANY NI 031dO3 32 ION AIM 'J.�Vd NI aQ 3
ONVAVUO SJH� 'S31NY.IN03 Q31VnJAV S.0 (INV I4CI1VaOddOD ?JOO(I
OU083AC AD Ald3dOdd A6VI31WOUJI GNV _WUf00IJNW 3HI 3iJV 1,113831-1 03NIVJNOD NOLLVIN60JINI U3H
, siNna NoLionaisNoD avoi aNiA jo Nouvouldm
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dOJ ATNO 03CIA08d IV3S S,031,1101,13 -WNOISS3AOdd
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13 0
NOTE
(J9 AND NrR) FOLLOWING DIMENSION DENOTES SLOTTED JAMB 8RAGKET ATTACHED TO TRACK NTH 1/4-20�9/15" TRACK BOLT AND NUT AS SHOWN ABOVE.
MARK A. SAWICKI, PE
ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. 2501 S. STATE HWY 121, SUITE 200
LEWISVILLE, TX 75067
FL PE 72613
TX PE 106291
SERIES 170-177, 180-187 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR A
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WIDTH
DOOR
HEIGHT
UNIFORM LOAD EACH JAMB (FILE)
S.-O.
ALL
+184.0/-208.0
+20 A /-234.0
VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS.
THE DRAWINGS AND ALL OTHER INFORMATION CONTAINED HERON ARE THE CONFIDENTIAL AND PROPRIERRY PROPE91Y OF OVERflEAD DOOR CORPORATION AND rTs AFFILIATED COMPANIES. THIS DRAWING
AND INFORMATION, IN WHOLE OR IN PART, MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED TO MVONE WTTHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION, NO DISCLOSURE OF
ANY OF TIHIS DRAWING OR INFORMATION 15 INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE ff FOR ANY PURPOSE WITHM THE SPECIFIC WRITTEN CONSENT OF OVD;�W DOOR CORPORATION.
FINISH 11�, - - — -
, �Rrm SERIES 17D, 18OWL
,;W4 G. TAYLOR
HOLE DIAMETER WHOLE N/A 1W 10/15/10
UNDER .251 +,004/--003 NUMBERS: .25 WS9, 9' W WIDE
_25 1 TO .500 +.006/-.003 A UNIT OF
OVER .500 1.005/-.00,3 M. SAWICKI 10/25/10
�Xx 03 MEASURE
—0 D-41 1043
. — C_ � — FRARONS Xxx :k .010 EACH NONE � W; 11/23/10
REF DWG USED ON 1 1/16 ANGLES. _+ .9 F. TJONG N.T.S_ I - 2
6 5 1 4 1 3 2 1 1
I
—M I M� 1 0
SNOISIA38
9
I
�Jki 'SNOLLVOOI TUS TIV iV
SM380S 3iUdININD 0NI_nI8G
A13S i31LXtl--1,11 (Z)
Him swo-in Hoviiv
13 Q Q NMOHS SV 011VOO1
save-n is>i os vo o�,s7 (so
13 Q Q HIIM S8000 NOLLD3S (0)
C Q L NMOHS SV 031VOO]
s8ve-n IS>i 02 Vo oZ �c (Z)
C H.LIM S�1000 NOLL33S (9)
NMOHS SV 03LVDOI
says-n isA o@ vo oz c (9)
13 HIVA S4000 NOLL03S (9)
I
LWOHS SY C131VO01
S8V@-n ISA 09 VO OZ C (6)
H__6M SHOOO NOUO3S
NMOHS EV 03iV301
sdvs-n S>i oB vo oz s (m)
HLIM SdOOO NOLL03S (8)
�Zl
31VN088VDA10d .,
M�HOS IVI�Iftl_3
31"IYUJ dOW7
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The Genuine. The Original.
-S� 0,
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4
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NP 26 3
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V &V
X
OverheaciI Door Corporation
2501 S. State Hwy 121, Suite 200
Lewisville, TX 75067
)VIV
STA-i-E OF
Phone 4695497100
Fax 469 49 72B!
w .10 S1 - A
AT
-.4 OR\V
�MW.Merhoaddoor.corn
Jamb Attachment ....
;�`
Mefthod of securing the door to the mounting surface is detailed in th In upplement, P/N
201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
Narcoossee Rd. Orlando, F1 32822.
4112411.
3. Test 85948.02-801-18,
November 13'h 2012
It %'%
reports 85948.04-801-18, and 8594-&06-801-18 tested in accordance with ASTM
2. SCOPE OF EVALUATION iiiiall
I E 1886, ASTM E 1996 and ASTM E330 by ATI.
Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every
6. INSTALLATION
4. Installation instructions and supplemental data sheets prepared by Overhead Door Corporation.
door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida
All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published
9. CODE REFERENCES
Subject: Evaluation Report for Models 170-177, 180-187
Product approval 9N-3, were used to analyze the doors and make the wind load designs.
installation instructions/drawings and this report.
The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these
Florida Building Code 2010 Edition and/or Standards
Section 1609 Wind Loads
3. USES
instructions/drawings shall be available at -all times on the job site during installation.
Section 1715.5.3 TAS 202
To Whom It May Concern:
The series number garage doors listed in Table 1 are used for residential and commercial applications with
For information about the mounting of the door to the building structure surface, please reference drawing
Section 1715.5.3.1 ANSUDASMA 108
specified allowable design pressures,
411060.
ANSI/DASMA 115
TAS 201,2403
4. DESCRIPTION
7. ALLOWABLE TRANSVERSE WIND LOADS
SUBMITTED BY:
General
Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010
10. REPORT SUMMARY
Overhead Door Corporation
2501 S. State Hwy 121, Suite 200
The series number garage doors listed in Table 1 are sectional overhead garage doors and are constructed of
Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables:
Upon review of the data submitted by Overhead Door Gorporation, it is my opinion that the models as described
Lewisville, TX 75067
galvanized steel sections with a two coat polyester finish. The doors are two-inch thick, raised panel or flush,
in this report conform with or are a suitable alternative to the code standards and sections In the Florida Building
with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The
Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating
Code 2010 edition listed in section 9 of this report.
1. PRODUCT NAME
panels are 24 and 25 gage ASTM A653-00 galvanized FS Type B steel, and finished with an ASTIM A525 made
For Series Number Shown in Table 1
Reference Table 1 for product names
up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end
INI A on �f I + NI
11. LIMITATIONS
A IF I ll;
Section Type
Exterior
Steel
Thickness
Panel Design
Series
Number
Pan
25 Ga
Short Panel
170
Long Panel
171
V12
172
V5
175
24 Ga
Short Panel
173
Long Panel
174
V5
176
1 V12
177
Insulated
25 Ga
Short Panel, 1-5/8" Insul—
180
Long Panel, 1-5/8" Insul
181
V12, 1-5/8" Insul
182
V5, 1-5/8" Insul
185
24 Ga
Short Panel, 1-5/8" Insul
183
Long Panel, 1-5/8" Insul
184
V5, 1-5/8" Insul
186
V12, 1-5/8" Insul
187
Door Tracks
All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage
to minimum 15 gage, 33 ksi steel and finished with an ASTM A525 G-40 galvanized coating. The vertical tracks
are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
installation instructions/drawings.
Glazed Sections
The drawings listed in Table 2 of this report with glazed openings that meet the requirements for impact
resistance have glazing that is made of I/V polycarbonate constructed per drawing 410776 or an equivalent
product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door.
These assemblies are available for use with the glaAng option in wind-borne debris regions and are indicated so
in Table 2. The maximum glazing dimensions shall be 18.56" x 12.26,"
The drawings that are not indicated for use in wind-borne debris regions with the glazing option are available
with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the
k-, E AV s� -
top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
for
windborne debris regions, Refer to the most recent manufacturer's installation instructions/drawings for glass
41
N
size limitations.
Wind Load Bracincl
All drawinas listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
"y , u e, as ce n I s repo, I Lo 11 a manufacturer s M06L reGenL inlormation is a direct reterence to the most
recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their
Florida Product Approval application for the drawings listed in Table 2 of this report.
This evaluation report and the most recent installation instructions, when required by the building official, shall
be submitted at the time of permit application.
The design of the supporting structural elements shall be the responsibility of the design professional for the
building structure and in accordance with current building codes for the loads listed in Table 2 of this report.
The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
Table 2 of this report.
The garage door assemblies listed in Table 2 of this report are not approved for use in the "High Velocity
Hurricane Zone" as defined in the Florida Building Code-
12. IDENTIFICATION
Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for
field identification.
Please feel free to contact me if you need any additional information.
A S A
%
% E IV
Note 1: The option code assemblies indicated in Table I have optional glazing that has been tested for impact -z
E 40 spanning U-bArs. Each U-bar is made of either 1 8-gage or 20-gage ASTM A653-00 steel with a minimum yield Sincerely,
STAT 44, — � N' 726
,�o - resistance, and therefore may be used with optional glazing in the wind borne debris region. Z
A% 44,/
strength of 80 ksJ and are finished with an ASTM A525 minimum (3-40 galvanized coating. The gage and
quantity of U-bar braces varles depending on the amount of wirldload resistance required and the height of the
8. SUBSTANTIATING DATA cc
41�r * /0NA1, 1�,oN door. OF;
1 . Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504,1 in accordance with ANSUDASMA 108- S
"'lolio m0% In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
-2005 for lar.
hrnr,,zt1 imith xtnrfi�nl sah imim sm fc —1. or, �f n I 9r-i-In fhi,k 911P14-TV h.mi .11- Th. —1- 2002 for transverse wind load.and ANSI/DASMA 115 qe missile impact resistance bv ETC RA-L, A Q.A,1,i
Windload
Specification
Option Code
Maximum Size
Positive
Design
PSF
Negative
Design
PSF
Reinforcement
Glazing
Available
(Yes/No)
Door Impact
Resistant
(YerlNo)
Width
He!-qht
411039
91-01,
14'-0"
15.90
18.20
3", 20 gage U-bars
Yes
No
411040
91-01,
14'-0"
22-90
26.30
20 gage U-bars
Yes
No
411041
91 -01,
14'-0"
26.90
30.80
3", 20 gage U-bars
Yes
No
411042
91-0.
14'-0"
35.70
41.00
3", 20 gage U-bars
Yes
No
411043(')
91-01.
14'-0"
46.00
52.00
3', 20 gage U-bars
Yes
Yes
411044
1 IST-0"
1 4�W
12.40
13,80
3", 20 gage U-bars
Yes
No
411045
16-0"
14'-0"
15.30
17.00
3", 20 gage U-bars
Yes
No
411046
16'-0"
14'-0"
23.00
25.00
3-, 20.9age U-bars
Yes
No
411047") .
16'4-
14'-0"
30.00
33.50
3", 18 gage U-bars
Yes
Yes
411048oT
16'-0"
14'-0"
34.40
38.30
3", 18 gage U-bars
Yes
Yes
411049")
16'-0"
14'-0"
46.00
52.00
3", 18 gage U-bars
Yes
Yes
411050
181-0.1
14--0-
12.40
13.80
�3", 20 gage U-bars
Yes
No
411051
___41 _1052�)
18'-0"
14'-0"
18.50
20.70
3", 18 gage U-bars
es
No
18'-0"
14'-0"
34.40
38.30
3", 18 gage U-bars
Yes
as
41 ii)-53(')
1&-0"
8'-0"
34.40
38-30
3", 20 gage U-bars + (1) Aluminiun
E
Yes
411054")
18'-0'
8'-0"
46.00
52.00 1
3", 20 gage U-bars + (1) Aluminium Post I
Yes
__I
ff I
Cn
IMM�
SA
TL
plas pro
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Sedes IV Fiberglass Door
INSWING / OUTSWING
,,impAcr,
GENERALNOTES
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural
requirements including the "High Velocity Hurricane Zone�'(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the'HVHZ' this product complies With section 1626 of the Florida Building Code and does not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ` requiiing wind boine debris protection this product complies with
Section 1609.1.2 of the 2010 FBC and does not require an impact resistant coveOng. This product meets
rNissile, level "U'and includes Wind Zone 4 cis defined In ASTM El 996 and Section 1609.1 .2.4 of the FBC.
5. For 2x stud framing construction; anchoring of these units shall be the same n5 that shown for 2x buck
masonry construction.
6. Site conditions thal deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHZ'.
8. InswIng configufations do not meet thewnter Infiltration requiremems for If)$ "HVHZ". Inswing uniffs shall be
installed only in non habitable areas or at habitable locations protected by an o"'erhang or canopy such
that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
TABLEOFCONTENTS
SHEET #
DESCRIPTION
I
Typi�ol elevallen, desion PL�ss2res, & general notes
2
Dooi ponel deloilis
3
-Horkontal cross sections
4
Vertical cross sections
5
Buck and frame one oring -2X buck masonry construction
6
Frame anchodng - I X buck masonry construction
�aLfnaLe kiis & components
17,ffMAX, OVERALL
FRAME WIDIH
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EET 1 or 7
031, INTERIOR 1.2T
TOP RAIL..,--
ICOMP-)
E
FOAM CORE
STILE
STILE __j LOCKBLOCK IF'OLYURETHANE -
(COMP.) (COMP.)
12CUOING WOOD) EXTERIOR STILEREINFOIRCEMENT 1.7 PCF MIN.)
STILE REINFORCEMENT (WOOD) t
[WOOD) HORIZOWAL CROSS SECDON
35,75"MAX.
DOOR
PANEL WIDTH
F-01
2
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INTERIOR EXTERIOR M
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M
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BOTTOM RAIL Ai�fl—d
fCOMP.)
02121112 1
SCALE- N.T.S.
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MANUFACTURER
MODEL
VERTICAL CROSS SECTION
CHK BY. jLFS
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KWIKSET
KNOB: SIGNATURE SERIES
DEADWLT., SIGNATURE $ER10 (M)
2 J
FL— 15180,11
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EXTERIOR INTERIOF
VERTICAL CROSS SECTION
- ircyAng
I EXTERIOR
INTERIOR
3 VERTICAL CROSS SECTION
�� OL#smnng configuration
WERKAR
INTERIOR
EXTERIOR INTERIOR
2--\ VERTICAL cons-t -qrrnnu
r4 `� VEK17CAL CROSS SEC770M
Inswing configwation
lee enerd notes, sheet I
to, qVHZ_ water infiltration
requIrements
E
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AIR FLOW AIR FLOW z
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CENTER VENT >
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t_ AR 3.91 i 2.71 % z
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AA4ERICAN CONSTgUCTION METALS 7& MARRO. 11.74 8.15% MARROW
X 11741815 > z
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0
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LL VENT W
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Tampa, FL 33634 PATTERN
LU
z
0 D 0 0 a A 0
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n n n n n n z 0 _�F
7 LLJ E
"TRIPLE 4" 8( "QUAD 4" a`: .54' N LOUVER PATTE N JFULL SCALE) W z _J E 0
I � �E < 'i
1.26" [LOUVERS FORMED IN SAME -g ---------
2
----- DIRECTION AS RIBS)
OR UJ
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ALUMINUM SOFFIT 0 i
TRIPLE 4 (14) a
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T-012 (.0116 >
T-4-014 (.0135'THICK)
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VIEW "A-R'(4 x SCALE)
W
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4 FULL VENT - WIDE PATTERN a,
GENERAL NOTES 0
Al C NN11 re �Imel >
�A n same LO
0 Direction as ribs) 0 UJI
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I . This product has been evaluated and is in compliance with the Florida
NN '7lkNLI sr.
COVERAGE (REF) RiD (SYM) RUN T 2 LL In
IC I
.01
Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). .33" COVERAGE JREF)�
2. Product anchors shall be as listed and spaced as shown on details. 0151 R
Anchor embedment to base material shall be beyond wall dressing or - �r,, J 125"
01 1�! .031 I.R. .42!�
40. NV
stucco. .07'
In 40' u U 0 0 0 0- V)
___4 10 Q It 0
U U U X1. z < �0 U) LO
3. Site conditions not covered by this drawing are subject to further V) .33' - D
engineering analysis. L J 0 a
0 U U U L! U �i
Lo
R ZZ RIB AND END DETAILS 0 0 0 0 0 U0 0:2 0 F, U
4. Wood/CMU wall construction, by of hers, must be designed property to U u U U U Ed
zz + +
receive loads from the soffit and/or Z'x 2" batten strips. ITCOVERAGE - a 0 0 0 OP 6 �t z �t 2
(L a
11116"
LOUVER PATTERN
4�'PITCH 2 5/9' )TH AVAILABLE FOR LOUVERS (LOUVERS FORMED IN SAME 0:2 W
Z Z. - U
DIRECTION AS RIBS) Iz
TABLE OF CONTENTS OR
�D! 12 8 k <
%z" =i Z�
SHEET # DESCRIPTION
0 389'
0
I Typical elevations & general notes C6 TRIPLE 4 PANEL
;i a iT ±OW
Z 13
r i
2 Panel details
DATE: COVERAGE - z
< 0
"es- - U
SCALE: N.Tq VIEW "A -A' (A x SCALg
Soffit details & design pressures AVAILASLE FOP LOUVERS
DWGI JK M
M3 (TYP. 4 PLSJ 0
WG. Sy. 2 62' I�
5 Soffit details, design pressures & bill of mcterials QUAD 4 (N) CHYL BY.. LFS LU z oi
__§6Tfit details & design pressu
- (REF)
.69
4.00" PITCH CHK. 9Y'. LFS
Q-4-0�2 0 �15"THICK n! �� -I I --, (�)� FULL VENT - NARROW VENT PATTERN M
Q-40 4 0 35'THrKI FRAWNG No- a, kLaUYeRi TOrMeC In same direction as Has) DRAYANG NO.�
FL-12019.1 13 FL-12019,11
13
ISHMI S NEET __L OF_��
OF
z
z
z
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1 j
z t;;
DESIGN PRESSURE fPS19 0 :R!
SINGLE SrAN LENGTH 6
ROOF OVERHANG !7- Z_ - , z
tr3 X ?S .1
-k ____T_T!VE SPAN g.�, , � "I
PO A z z
ROOF OVERHANG . P . n I!N� z z C?
or) k� E, < aL
+70.0 141.0 SEE NOTE 2
Q U < z
z 12 = ,
SPAN A ROOFOVERHANG SPAN A ROOFOVERHANG, SPAN A ROOF OVERHANG L; SPAN A < "r
0 i tu
ROOF 7wa 6 0 3:
ROOF ROOF q ROOF ROOF
10, -60.0 r :E
FRAMING AMINLI FRAMING FRAMING
FRAMING _\ _.
FR +60.0
1", 1 1, Co
ALUMINUM ALUMINUM ALUMINJ'1 12" +50.0 -50.0 % E
0 X:� ALUMINUM 0
FASCIA FASCIA FAS FASCIAM
I z 8 . C;A +38.5 -38.5 7
TRIM TRIM T TRIM
A RM
0
CMU OR
CMU or" CMU OR
SOFFIT:7 16" +30.0 -30.0 CMU OR V
SOFFIT SOFFIT Ll I. - - -
SEE DEIA1 "A WOOD SEE DEVAR. " C WOOD SEE DETAIL �'A' WOOD SOFFIT W 000 NOTE SOFFI _7 OOD
FRAMED FRAMED FRAMED I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED \a
FRAMED FRAMED
SEE DETAIL " 8
SEE DETAIL D SEE DErAIL'C SEE DETAIL" E SEE DETAIL' F BY THE ARCHITECT OR ENGINEER OF RECORD EDETAIL"G"
2.12d COMMON NAIL OR 3/16'ITW CONCRETE SCREW
IMIN. I -Ile EMBEDMENT) @ 24- ON CENTER SEE
SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W13-CHANNEL DETAIL
-,d 1W --d
(Shown w/ truss/frandng candlever) (Shown wl trussiframing pritileve,)i (Shown w/ truss/framing cantilever) SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL
(Shown wl trussVIraming overhang)
(Shown w/ tru5s/frarning overhiing)
DESIGN PRESSURE (PSF)
SINGLE SPAN LENGTH TRIM NAIL ATTACHED
TRIM NAIL ATTA
"A" ITT THROUGH FASCIA STAPLES INSTALLED @ 1TO.C. (INTO WOOD) STAPLES INSTALLED @ z
POSITIVE NEGATIVE NOTE: IN J-CHANNEL SLOT OR T-NAIL @ IT O.C, CHED
@ WO.C. MAX. I T O,C. (INTO WOOD)
FOR SQUARE CUT OVERHANG, THROUGH FASCIA
M BOTTOM OF FASCIA RAT
+70.0 -141.0 TRI (INTO WOOD OR MASONRY) @ 16'0�C. MAX. IN J-CHANNEL SLOT
AGAINST PANEL _D STAPLES INSTALLED 2,V O.C. (INTO WOOD) -NAIL@ I TO.0
STAPLES LOCAPE ORT
0 ON F-CHANNEL LEG OR T-NAIL @A TO,C. STAPLES LOCATED
P 101, +60.0 -60.0 24! O.C. INTO FRAMING -7 W WOOD
(INTO WOOD OR MASONRY) 24'O.C. INTO FRAMING "'TO
NOTE: FOR SQUARE CUT OVERHANG, OR MASONRY)
Ir +50.0 -50.0 TRIM BOTTOM Of FASCIA FLAT AGAINST PANEL
0,5 STAPLES LOCATED
2TO.C. INTO FRAMING <
10.0 8
STAPLES INSTALLED @
z
0 12. O.C. (IN[O WOOD)
0 IN F-CHANNEL SLOT OR
DESIGNED BY THE ARC4TECT OR ENGINEER END Of PANEL AND L
OF RECORD WMAX. O.C. �2 T-NAIL%Y IT L).U.
NOTE: WOOD FRAMING AND CONNEC.11ONS TO BE STAPLES INSTALLED CW
MAX. Ek: 2
J", SHEET 5) t� � X
(SEE DETAIL 10 C,
(INTO WOOD OR MASONRY) U.
I ITMAX. I" MAX. - .-A
M
3) 7�
DEFAIL A z
a STAPLES INSTALLED 6-
Fascia 1- END 01
2 �,ANII AND.
1,0 J-Channel
MAX, (SEE DE
AX 0 __010
C -----
DETAIL C TAIL "J ", SHEET 5) C0
43
STAPLES INSTALLED @ 24; O.C. (INTO WOOD)
F MAX 5 37J 118" MA�X. z
ON F-CI fANNF_ LEG OR 7-NAIL @ I T O.C, Lwl"MAX.- I' I IIH M . I
(INTO WOOD OR K&,SONRY) STAPLES INST ALLED@ IT O.C. (INTO WOOD) -TF-- l/.9/cm z 1 /61 MAX. - DA-' 119109 9
IN i-CfIANNEL SLOT OR T-NAJL (g) 'I TO�C. SCALEt N. T. 6, 10 Oams_- N
70S T.S.
STAPLES INSTALLED@ I TO�C. (INTO WOOD) Dwo, in: jK Is DM BY. J
IN f-CHANNEL SLOT OR T-NAIL @ ITO.C. DETAIL " D DETAIL is E DETAIL F DETAIL IT G
GHIL BY: _LFS i CHK. BY. LFS
(INTO WOOD OR MASONRY) Fpii�- IX
J-Channel M W. 01 Fascia F-Channel J-Channel MVNG Mo,
DETAIL B " FL-12019.1 0 FL-12079.1
I i Fascia 13
F-Channel ISHE17 -3 or _L
SHEET 4 or 5 J0
co
. . . I. . . . . .
I I ,
m
3
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