HomeMy WebLinkAbout4620 Eagle Ranch Dr111 . ':U111 V 1111 11mytElf" ''1 1:11,11 [111 11 11 1 1 1 1 1 11 1 1
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WINDOW AND DOOR SCHEDULE
OPENING
MARK
CALL
OUT
MANUFACTUREWS
MODEL 9 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
16070
OVERHEAD GARAGE DOORS
PGT INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
OVERHEAD GARAGE DOORS
ANDY HLAVATY&ASSOC.
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.
GENEML 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, OR A
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 -IN$ 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.
NOTES
G.C. TO VERIFY ALL CONDITIONS PRIOR TO
COMMENCEMENT OF PROJECT
ALL NEW EXTERIOR WALLS OVER
32'W ARE SHEAR WALLS.
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SEEPAGES1
FOR FLORIDA
MECHANICAL
CODE 301.13
FOR MOUNTING.
&1U11jD1NG SifALL 1D0A9Pj.y WITA
ALLA?PLICABLE BUILDIFNG,
r31,,E'CTRJCAL, PLUNIBINIG ANP-
UILECIfAN.'-"'Al COORS
LIVING: 1327
GARAGE:
480
ENTRY:
12
TOTAL:
18191
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ALL ELECTR16AL 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.
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CEILING OUTLET FIXTURE
PULL CHAIN FIXTURE
WALL MOUNT FIXTURE
_(tpN PREMIIE FAN PREWIRE FIXTURE
0 RECESSED OUTLET FIXTURE
6 VENT FAN FIXTURE
V DUAL W.P. FLOOD FIXTURE
0 DUPLEX OUTLET
OPF GROUND FAULT OUTLET
0112S 1/2 SWITCH OUTLET
0 220V 220V OUTLET
d'p WATER PROOF OUTLET
4 SINGLE POLE SWITCH
43 3-WAY SWITCH
4-WAY SWITCH
4b DIMMER SWITCH
4Lv LOW VOLTAGE SWITCH
4- WATERPROOF SWITCH
4GD GARBAGE DISPOSAL SWITCH
v TELEPHONE
0 SMOKE & CARB. MON. DETECT.
t TELEVISION OUTLET
a" DOORBELL CHIME
62i METER W/GROUNDING ROD
SERVICE PANEL
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METER KER BOX
200 AMP
494
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CONC. MONO.FTG. 12"W X 20"D I
W/2#5REBAR CONC. MONO.FTG.I
VERTICAL CELLS W/ 2#5 REBAR
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(EXCLUDING OPENINGS) LAP
SPLICED (25' MIN.) TO A STANDARD
HOOK EMBEDDED 6"MIN. INTO
BOND BEAM & FOOTING.
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— —
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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
CONCRETE SLAB REQUIREMENTS SLAB
TO BE 4- MIN. DEPTH, 3000 PSI CONCRETE W/FIBER
MESH OVER 6 MIL POLY FILM VAPOR BARRIER
(LAPPED 12' & TAPED) ON CLEAN, COMPACTED SOIL
WITH BORACARE TREATED FRAMING.
IN
— — — — — — — — — — — — — — — — — — — — — — — — — — — -
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Approved truss anchor by others
Shingle loading (37 lbs 12
Plumb cut overhangs 5.CP5
BOOF TRUSS END DETAIL
TRUSS CONNECTIONS
UNLESS OTHERWISE NOTED, USE SIMPSON HHETAI-20'S FOR TRUSS
TO MASONRY WALL CONNECTIONS.
USE SIMPSON MTS1 6'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
1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND MET14ODS OF CONSTRUCTION
TO ENSURE T14E SAFETY OF: THE BUILDING UNTIL STRIJCTUIRAL SYSTEM 16 C01PLETED.
THIS INCLUDES, BUT 18 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
BRACING, SHORING, GUYS TO TIE-00JINS THAT MAY 15E NECESSARY.
2. &95CONTRACTOR 16 SOLELY RIESPONSIBLE FOR T14E SAFETY OF HIS WORK DURM CONSTIRLICTION.
3. AIOPLICA15LE BUILDING CODES- - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION)
4. DESIGN LOADS:
A ROOF. LIVE LOAD- 2v PwmNiMJM).
DEAD LOAD_ 10 PWSWINSLE) 20 PSF (TILE).
5. FLOOIR. LIVE LOAD- 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS
DEAD LOAD-10 PSF
C. SOIL PRESSURE: 20M PSF (ASSUMED MIN.)
V..CARPENTRY
1. DIMENSIONED LUMBER SHALL BE DRESSED 548, AND SHALL BEAR THE GRADE STAMP
OF T14E MANUFACTIURER'S A46OCIATION.
2. ALL LUMBER SHALL ISE SOUND, SEASONED, AND FREE FROM WARP.
3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP-) NO. I
C%RADE OR BETTER, WITH SINGLE MEMBER (UNPACTORED) STRE65EO AS FOLLOWS-
FV 0 W pal
Fc - 5 15 PS I
E a 1,600~ PSI
IS% MAXIMUM MOISTUIRE C40NTENT
A FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER
B. INTERJOR NON -LOAD BEARING WALLS MAY BE UTILITY COZADE.
4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN
S. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
ACCORDANCE WITH Ph. TT-W-r7'Il AND DEAR THE AMERICAN WOOD PRESERVERS
Rafters having slopow, greater than 3:12 with no finished calling attached to rafters
LASO
INSTITUTE E42UALITY MARK LP- 2.
Interior walIG amd �artltlom
WASO
6. SHEATANG FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SWEATWING4
Floors and plastered callings
L/311,60
WITW EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WIT14 PLYCLIPS.
All other structural members
L/240
(MAXIMUM 2411 O/C). SEE DETAILS FOR SWEAT14NG THICKNESSES.
Exterior wal with plaster or atucc finish
W/360
Exterior wat-wind loads with brittle finishes
W/240
1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATWNG SHALL BE Scl C;OMMONS 0
Exterior walls -wind load* with flexible finishes
LA20d
411 O.C. a PANEL EDGES, AND 611 OiC. INTERMEDIATE, FOR 1/211 SWEATHING-S OR
LInteI6 supporting masorrg venew waII6
L/600
LESS. NAILING FOR STRUCTURALLY APPROVED AWCHITECTURAL WALL PANELS (1/4'14
SHALL BE 6D COt-11MON a 411 O/C AT PANEL EDGES, AND 611 O/C INTERMEDIATE.
6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FAIIBRICATORS
SHALL 15E MSPONS115LE FOR THE CONTENT OF: DRAWINGS, AND FOR THE
SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK
PERFORMANCE.
1. ALL MANUFACTURED ARTICLES, MATERIALS AND EGIUIPMENT SHALL
BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONEr> IN STRICT
ACCORDANCE WITH RANLFAcTuRiwe RECOMMENDATIONS.
11. SITE WORK
L FOUNDATION DESIGN 15 BASED ON A MINIMUM SOIL PRESSURE OF 20" PSF. IF A SOILS
REPORT WAS NOT PREPARED, THE CONTRACTOR 16 RESPONSIBLE TO RETAIN A
GECITECHNICAL ENGINNEER TO COWIRM THE SOIL CONDITIONS. SHOULD FIELD
CONDITIONS INDICATE THIS MINIMUM CZNDITION DOES NOT EXIST, T44E CONTRACTOR
SHALL IMMEDIATELY NOTIFY ENGINEER OF: RECORD.
2. T14E SUMGRADE UNDER T14E NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
TO 215% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO 15E TAKEN BY A
CIIJALIFIED SOILS LAB PRIOR TO POURING ANY CZNCRETIE.
3. FOOTINGO SHALL BE NEAT EXCAVATED WHERE POSS15LE WITH SIDE$ AND TOP EDGES
OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
FOOTINGS EXCAVATION SHALL 15E OMN CUT WITH EDGES FORMED AND 5RACED. ALL
FOOTINGS WITH FORMED EDGES SHALL BE 5ACKPILLED FROM 50TTOM TO TOP OF
F00TI1,4 WITH SELECT FILL. THE 50TTOM EXCAVATION $14ALL BE CLEAN AND DRY
WIT14 ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARINi3a SURFACE.
4. PROVIDE SOIL TREATMENT FOR TEWITES PER THE 2010 Per-, RESIDENTIAL.
Ill. CAST IN PLACE CONCRETE
L CONCRETE TO BE NORMAL WEIGHT WIT14 THE FOLLOWING MNIMUM COMPRESSIVE
STRENGTHS AT 28 DAYS.
a-) FOOTINGS, SLAD-ON-GRADE, SLAB FILL '1900 PSI
b.) MASONRY WALL TIE BEAMS, TIE COLUMNS-25M PSI
2. CONCRETE SMALL BE READYMIX PER ASTM C%4..
a.) PORTLAND CEMENT - ASTM 0150
bJ AGGREGATES - A61M C33 (3/411 MA>e-)
c-) NO CALCIUM CHLORIDE
d.) AIR ENTRAINIWs - ASTM C260
a) WATER REDUCING - ASTM C404
F.) FLYASH ASTM C618-18 CLASS F (20 % MAX-)
g.) WATER CLEAN AND POTABLE
3. REINFORCIWz STEEL: ASTM A(PI5 GRAPE 40, DEFORMED BARS.
4. RECUIRED SLUMP RANGE - 3" TO 511,
5. WELDED WIRE FABRIC: ASTM AISO
6. MOISTURE BARRIER. (P MIL POLYETHYLENE.
1. CODES AND STANDARDSt
a.) ACI 301 "SPEC FOR STIltUCTURAL CONCRETE FOR 5UILDCN3S.H
b.) ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER C4)NCRETW.&"
c,) ACI 319 115LM CODE REMIREMENTS FOR REE INF. CONCRETE."
d-) ACT 315 "DETAILS AND DETAILM Or- CONCRETE REINFORICZMENT."
MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
11� CONCRETE FINISHES SHALL BE PER CONTRACTOR'S SPSC'S.
10. SUBCONTRACTOR 15 RIESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION
OF ALL FORMWOFK SHORING, AND RESHORIW_%
11. IM049ORCNG BAR COVER.
a.) FOOTINGS 3"
b.) COLUMNS 1 1/2"
c-) BEAMS AND WALLS 1 1/2"
d.) SLA58 3/411 (INTERIOR), I 1/2H (EXIMRIOR)
12. CONCRETE SHALL BE PLACED WITHIN W MINUTES OF: IBATC44 TIME.
13. PROVIDE CORNER 15ARS AT ALL WALL FOOTM COWERS TO MATCH HORIZONTAL 15ARS.
(25" MINIMUM LAP).
14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER-MESW CONC. OR
REINFORCEP WITH 6xb-1111.4 W.WF. ON 6 M.IL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
15. ANCHOR BOLTS FOR WOOD PLATES TO CONCFETS OR MASONRY (ALTERNATIVES).
a. J BOLTS - USE 1/211 X IS" "J" BOLTS WITH 611 EMBEDMENT AND 2N PROJECTION WHEN INSTALLED
PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS.
b. EXPANSION ANCJ-� - USE 1/2" X 4" EMBED, HILTI KWIK BOLT 11, OR EaJAL, AT LOCATIONS
(OTHER THAN EDGE CONDITIONS) IN LIEU OF 1/211 X 811 "J" BOLTS.
c. EPDXY ANCI-IORS IN C;ONCNIETE - USE 1/211 X 4-1/411 IMBED, WITI4 HILTI COO), OR ANC44OR
BOND BY CELTITE, INC, AT EDGE OF: SLAB CONDITION W14EPM BOLT 18 LESS THAN 6" TO
A CONCRETE EDGE.
d. EPDXY ANC440" IN TOP OF BLOCK WALLS - USE THREADED ROD (3/411 X Arp-516" IMBED) ON
TOP OF: W MASONRY WALLS WITI4 WILTI HIT 0-100 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X all
IIJ BOLTS ARE OMITTED.
16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOL BEARING PRESSURE AND
CONSISTED COMPACTION. CONTRACTOR SHALL ME RESPONSIBLE FOIR FOOTING;s
C4MPLYNG WITW THE DESIGN RECIUIREMENTS OF SPECIFIC SOIL CONDITIONS.
1-1. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CZNCIRETE SLAIMS AND
A5UMWs CONCRETE OR MABONRY WALLS OCCURRING IN EXTEMOR OR UNHEATED AREAS.
IV. MASONRY
L HOLLOW LOAD BEARING LNITS (CMU) $HALL CZNFOIRM TO ASTM CW, NOWAL WEEIGHT, TYPE 1, GRAPE 9
MINIMUM NET COMPRESSIVE STRENGTH - tWO PSI.
2. MORTAR SHALL BE TYPE M OR 8 AND CONFORM TO ASTM C210.
3. CONCRETE GROUT SHALL C4Xf;ORM TO ASTM C416z
a-) 3000 PSI AT 28 DAYS.
b.) 3/Su MAXIMUM AGG;REGATE.
c.) 8" - 1111 SLUMP.
4. BARS SHALL WAVE MINIML91 CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE
15ETWEEN 15Aft SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN P.
S. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENWSS OVER 4 FT. Wll:)E,
UNDER ALL GIRDER LOADS, AND NOT TO EXCEED D'O" O/C FOR STRAIGHT WALLS, OR AS SHOWN
ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPSCIFIM. PROVIDE ACI W DEC-IREE
STANDARD HOOKS INTO FOCITNG, AND TIE BEAMS.
6. REINFORCING BARS SHALL BE STRAIG14T EXCEPT FOR BENDS AROUND CORNERS AND WHERE
BENDS OR HOOKS ARE DETAILED ON THE PLANS.
1. REINFORCINGI BARS SHALL BE LAPPED 40 BAR DIAMETERS UNEF49 SPLICED AND SHALL
BE WIRED TOGETHER.
WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SWALL NOT BE
SLOPED MOIRE THAN ONE 140MZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A
CORE IN VERTICAL ALIC*SIENT, EVEN THOUGH IT 18 IN AN ADJACENT CELL TO THE VERTICAL
WALL RE INS01IRCEMENT.
9� CLEANOUTS SHALL ME PROVIDED IN THE 150TTOM COURSE OF MASONRY IN EACH GIIROUT
POUR WHEN T14E POUR WEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATIONWOLE TO
VERIFY CONCRETE GROUT PLACEMENT.
10. PLACE ALL MASONRY IN FAMING BOND WITH 3/8" MORTAR JOINTS. PROVIDE C40MPLETE
C4DVERAGE FACE SWELL MOWAR BEDDING, HORIZONTAL AND VEWICAL. FULLY
MORTAR WEBS IN ALL COURSES OF PIERS, COLU!"INS, AND PILASTERS AND
AND ADJACENT TO GROUTED CELLS.
11. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
NOT SHOWN TO 14AVE A STRUCTURAL BEAM. MINIMUM END BEARING w 4"
RIE R TO LINTEL SCWEDULE (MNIMUM CAPACITY OF: IOM PLF).
12. PROVIDE METAL CAVITY CAM, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC, WHERE
RECIUIRED TO RETAIN GROUT IN VERTICAL CELLS.
ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, NAILED AND GLUED TO FLOOR
JOISTS. FLOOR NAIL WITH 19)d NAILS AT 3" O/C AT PANEL EDGES, fim O/C IN T14E
FIELD. STAGGER NAILS AT 2" O/C AT BUTT ENDS OF: PLY"WOOD SWEEATWING-1.
9. INSTALL ISRIDGIWs IN ALL (2X) FLOOR OR ROOF JOISTS AT S'-O" MAXIMUM.
INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER 91 -011 a
MID -WEIGHT. SPACE GABLE END WALLS AT 4'0" O/C W14ERE WALL FRAMING IS
NOT CONTINUOUS FROM FOUNDATION TO ROOF OR AS SHOWN ON DRAWINGS
10. ALL "LNG AND BOLTING SHALL C4MPLY WITH AVIERICAN INSTITUTE OF TIMBER CIONISTRUCTION
RECIUIREMENTS. ALL NAILS EXPOSED TO THE EXTEIRIOR: Sk4LL BE GALVANIZED.
11. ALL CONNECTION 14ARDWAFM SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
STRONGTIE 00, OR EWIVALIENT. SUBMIT CUT SWEET& FOR ALL CONNECTION
HARDWARE TO CONTRACTOR FOR APPROVAL. ALL "L HOLES SHALL BE FILLED
OR AS PRESCRIBED BY THE MANUIPACTUREIR.
12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF: ALL
LOAD BEARIWx STUD WALLS. STAGGER END JOINTS IN DOABLE PLATES AT LEAST 4'-Om
PER DETAIL. 2 X 4 $ILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO
FOUNDATION AS PER BEARING WALL DETAIL.
13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS,
AND AT STRUCTURALLY APPIROVED ARJC441TECTURAL WALL PANEL JOINTS. STUDS SHALL
BE TRIPLED AT ALL COMERS.
14. WOOD LINTELS OVER OPENIW_18 SHALL 15E DOUBLED 2xI2 HEADERS UNLESS
NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/20 PLYWOOD Pli I ER CUT TO
FULL DEPTH OF: BEAM BETWEEN 2x MEMBERS.
5 RAFTER SCHEDULE FOR CONVENTIONAL FR.4111D AREAS
MAXIMUM MAXIMUM
MEM R SIZE SPAN (SYP 02) SPAN (SPFV)
2 X 4 1 Fr. (P Fr.
2 X & 41 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: RLAFTIERS MUST BE 15RACED LATERALLY BY A CONTINUOUS NAILW3 OF
SHEATHING OR BRAZED AT 24" O/C, WIT14 MIN" IX4.
NOTE 2. RAFTER SPACING NOT TO EXCEED 2411 O/C.
NOTE 3. RIDGE BOARDS TO BE ONE SIZE LARGER TWAN RAFTER UNLESS
OTHERWISE NOTED ON PLANS.
NOTE 4: CONNECTOR SCI-IEDULE
A SIMPSON MT820 (OR ECIUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
5. $1114PSON W5 (OR ECIUAL) BETWEEN RAFTER TAILS TO CAT BLOCKW.1
C. SIMPSON W5 (OR EGIIJAL) BETWEEN T14E RAFTERb AID IRIDGE BOARD.
D, SIMPSON CS20 AT ENDS OF: RIDGE BOARD, OR SIMPSON JOIST
WANWR WHERE AFPLIC,415LE.
VI. PRE-ENGINEERED WOOD TRUSSES
1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL MATE CONNECTED
WOOD ROOF AND FLOOR TRUSSES AS OWOOD TRUSSES".
2. TRUSS LAYOUT$ SHOWN ON PLANS ARE SCI-EMATIC ONLY. TRIM MANIUFACTURER
AND/OR ENGINEER SHALL BE RESPONSIBLE FOR T14E DESIGN AND SPACING OF ALL
TRUSSES AND SMALL SUBMIT SHOP DRAMINGS TO THE BUILDER FOR APPROVAL.
3. THE WOOD TRUSS MANUFACTURER MOT PARTICIPATE N A CODE APPROVED THIRD PARTY
WALJTY ASSURANCE PROGRAM SUCH AS T14E TRUSS PLATE INSTITUTE'S "CIL"LITY CONTROL
INSPECTION PROGRAM" OR EGLIVALENT.
4. WOOD TRIJSS MEMBERS AND CONNECTIONS SHALL 15E DESIGNED FOR ALL LOAPS SHOWN ON
THE CONTRACT DOMMENTS INCLLVING: LIVE, DEAD, AND CONCENTRATED LOAD$, PLUS
WHO LOAD&
S. RE R TO T14E FLOOR PLAN AND OT14ER STRUCTURAL DETAIL SWEETS " IMPOWANT
INFORMATION Nat SPECIFICALLY ADDRESSED BY THE TRUSS FIRAMM LAYOUT
SUC44 AS BEARM WALL HE414TS AND CEILM VAULT DETAIL&
6. WOOD TRM DESIGN SHOP DFAWING5 SHALL INCLUDE, BUT ARE NOT LIMITED TO,
THE FOLLOWING INFORMATION:
a.) $PAN LENGTH, OVERWAW5 AND EAVE DIMENSIONS, SLOPE 40 SPACING OF:
T14E WOOD TRIUSMS.
b.) ALL DESIGN LOADS AND THEIR POINTS Or- APPI-ICATION, VALLEY AND CONVENTIONAL
PRAMIWx "JOT BE CONSIDERED.
c.) ADJUSTMENTS TO ALLOWABLE VALUES.
d.) REACTIVATE FOIRZES AND THEIR LOCATIONS.
e.) BEARING I I AND MINIMUM BEAMING LENGTH.
F.) DEFLECTIONS.
g-) METAL COI�NECTOR PLATE I C%4UGE, SIZE, AND LOCATION.
1,0 LU15ER SIZE, SPECIES, CARADE AND MOISTURE CCINTENT.
0 LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACW_%
J-) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
k.) WE5 REINFORCEMENT DETAILS FOR GABLE END TRUSSES.
1.) VALLEY SETS FOR OVERABUILD CONDITIONS.
1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN1360 (RICION, SPAN/4W (PLOOR), AND
LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS
SPECIFICALLY NOTED OTHERWISE.
FIRE RETARDANT WOOD 18 NOT ALLOWA45LE FOR USE A6 TRUSS CHORDS OR WE56.
I& WOOD TRIASES SHALL BE DESIGNED 80 THAT MINIMAL HORIZONTAL. REACTIONS
ARE IMPOSED ON THE SUPPORTW3 STRUCTURE UNDER VERTICAL LOADS. NO SLIP
CO"CrIONS ARIE ALLOWED UNLESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REMIRED.
10. WOOD TRASES MST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY
PIRESSUIRES, AND MEAN ROOF WEIC-A4T MUST ME SHOWN ON THE SUBMITTED SHOP DRAWINGS
11. C(DNTINUOUS BOTTOM 0-10RD LATERAL 15RACIWs IS RECUIRED AT A MINIMUM
SPACING OF: 10'O.C. UNLESS NOTED OTHERWISE BOTTOM CHORD BRACING 16
CONTINUOUS FROM ONE END OF: THE BUILDING TO THE OT14ER END. OVERLAP
CONTINUOUS IBRACNG AT LEAST ONE TRUSS SPACE. USE A MINIMUM CF 2 X 4
(ROOF), 2X6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WIT14 2-16d
NAILS AT INTERMEDIATE AND 3-19,d NAILS AT END CCNNECTIONS.
12. CROSS SPACING 16 RECIIJIRED AT MINIMUM 10' OZ. UNLESS NOTED OTHERWISE. LOCATE
CROSS BRACING AT OR NEAR THE 150TTOM C44ORP 01"e-W-% INSTALL CROSS BRAWCNG AT
EAC44 END AND AT 20'O.C. ALONG THE LENGTH OF THE LATERAL 5RACWk CROSS
I5RACIW_% 16 ACCOMPLISHED BY ATTACHING; DIACiONAL WES BRACING TO OPPOSITE SIDES
OF: T14E SAME GROUP OF: SIMILAR WED MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
DIRECTIONS AT APPROXIMATELY 45 DEGREES POF41NG A CROSS NX'. USE A MINIMUM OF
2x4 GRADE MARKED LUMBER WITH AT LEAST 3-Vpd NAILS AT EAC44 CONNECTION.
13. TRUSS ERECTOR 18 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TR1JS6
SYSTEM DLP34G CONSTRUCTION.
14. HANDLING, INSTALLATION, AND I5RAC-IW4 OF WOOD TRUSSES SHALL BE IN ACC40IRDANCE
WITH 11141EI-Sil", PUBLISHED BY THE TRUSS PLATE INSTITUTE.
15. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE
ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTUREFt
WP. ALL CONhIECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
STR"-TIE, OR APPROVED EQJIVALENT MANUFACTURER ALL NAIL HOLES SHOULD
BE FILLED, OR AS PRESCRIBED BY T14E MANUFACTUIREFt
11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTIWS OF: A/C
PUCt WORK AND PLUMBINS.% C44ASES $WALL NOT BE BLOCKED BY WOOD TRUSSIES.
18. PILING OF PLYWOOD ON WOOD T14AMS 16 NOT ALLOWED.
IS, INSTALLATION OF: BRDKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD
TRIUSSES 18 NOT ALLOWED.
20. IMPROPER OR UINIAUTWORIZED FIELD ALTERATIONS OF WOOD TRAMS 18 NOT ALLOWED.
21. GABLE ENDWALL TRUSSES MAT TRANSFER LATERAL LOADS TO T14E SHEAR WALLS AND/OR
TWE RDOF DIAPHRAGM.
22. WOOD TRUSSES T14AT DO NOT MEET INTERJOR LOAD BEARING WALLS MOT BE SWII'M.
00 NOT PULL WOOD TMAWS DOWN TO INTERIOR BEARINGS.
23. SIOMITTALS. ALL SIMITTALS SWALL WAR THE SIBOSSED MAL OF A LICENSED STRUCTURAL
ENGINEER IN THE STATE OF FLORIDA AND SWALL BE SUBMITTED TO CONTIRACTOR FOR
REVIEW PRIOR TO WOOD TRUSS FAI5RCATION,
aJ SUBMIT SEALED WOOD TRIM MIGN CALCULATIONS AND ILES FOR EACA4 TYPE OF
TRAM WITH PERMANENT BRIDGIWs REallREMENTS.
b-) SUBMIT WOOD TRIM ERECTION PLAA INCLUIDING CONNECTION DETAILS AND UPLIFT
ANC44ORS.
cJ SUBMIT WOOD TRIUSS TEMPORARY ERECTION SRACING PLAN.
d.) MAINTAIN COPY OF SUBMITTAL ON J05SITE.
PROTECTION AGAINST TERMITES
R318.11 Termite Protisatfor. Termite protection shall be provided bS registered tormiticloles, including 6011 applied pesticides, baiting
sq6toms and pesticides applied to wood, or other approved mothods of termite protection labeled for use as a preventative treatment
to new construction. Sam Section 202, Registered tormiticids. Upon completion or the application of the termite protective treatment, a
Certificate of Compliance shall be Issued to the building department bV the lIcAmsed post control c4pmpang that contains the following
statement: 7rho building has received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance
with rules and laws established bg the rlorlda Department of Agriculture and Consumer Serviced.
R318.1.1 If Goll treatment To used For subterranean termite prevention, the Initial chemical soil treatment Inside the foundation
perimeter shall be done after all excavation, backfilling and compaction Is complete.
R318.1.2 If soft treatment 16 used for subterranean tormits prevention, soft area disturbed after initial olwical sort treatment "Ill
be retreated with a d-mical 6oll treatment, Including spaces boxed or formact.
R318.1-3 If &of I treatment Is used. for subterranean ton, its. prevention, space in c;oncrats floors boxed out or formed for the
subsequent Installation of plumbing traps, drains or ang other purpose shall be created bV using plastic. or metal parmamant.19
placed forms or sufficient depth to eliminate ang planned Goll disturbance after Initial ctimical soll treatment.
R31814 If &oil treatment 16 used for subterranean termite prevention, chsmlcall� treated soft "[I be protected with a minimum 6
mil vapor retarder to protect against rainfall dilution. if rainfall occcur6 before vapor roUrclor placement, retreatment Is required.
Am� work, including placement of reinforcing steel, clone after chemical treatment until the czwicrets floor 16 poured, shall be done
in such manner as to avoid penetrating or disturbing treated Goll.
R31815 If soft treatment is used for subterranean Lam. Its prevention, concrete overpour or mortar accumulated along the exterior
Foundation perimeter "If be removed prior to exterior chemical soft treatment, to enhance vertical penetration of the chemicals.
R318.1.6 If soft treatment 16 used for subterranean to., Tto prevention, chemical soft treatments shall also be applied under all
exterior concrete or grado within I foot (305 mm) of the primarg structure siclawalls. Also, a vertical 6womical barrier "It be
applied promptl9 after c4onstruction 16 complated, including initial landscaping and irrigatiorv6prinkisr Installation. A% so[[ disturbed
after the chemical vertical barrier to applied "I] be promptIq retreated.
R318.1.1 If a registered tormiticide formulated and registered as a bait s9stem To I for subterranean termite prevention,
Sections R318.1.1 tkroueh R31016 do not appl9i however, a signed contract assuring the installation, malntenancAg and monTtorfrig
of the baiting 696tm for a minimum of 5 �oarG from the issue or the C4irtIrIcato of Occupanc-9 shall be provided to the building
official prior to the pouring of the slab, and the &�etsm must be installed prior to Final building approval. If the baiting 8�stom
directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the
monitoring phase components &hall be domed to constitute Installation of the agetsm.
R318.1.8 If a registered tormItIcIde formulated and registered as a wood treatment is used for subterranean termite prevention,
Sections R-310.1.1 through R3115.1.6 do not applS. Application or the wood treatment to,. iticids shall be as required bg label
directions for use, and must be completed prior to final building approval.
R318.2 Penetration. Protective sleeve* around piping penetrating concrete slab -on -grads I'loors "11 not be of calluloGe-oontalring
materials and, if soft treatment is used for subterranean termite protection, the sleeve &Mll 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 sloove. No tomiticido6 shall be applied inside the sleeve.
R31S.3 Cleaning. Calls and cavities in masomN units and air gaps between brick, stone or masonr!4 venoms and the structure "[I be
cleaned of all non-pro6orvative treated or non-natura% durable wood, or other calluloGe-oontaInIne material prior to concrete
PI&COMOIL
Exception: Inorganic material manufactured for closing calls in foundation concrete mason unit construction or clean earth fill
placed in concrete masonrg unit voids below slab level before termite treatment to performed.
R318.4 Concrete bearing lodge5rick, stone or other veneer shall be supported kN a concrete bearing [edge at least equal to the total
thickness or the brick stone or other vonam which [a poured intearalIq 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 am
approved pNelcal barrier. An approved pFWlcal barrier shall also be installed from below Lhe wall sill plate or first block course
horizontalIq to embed in a mortar joTnt. if mason varear extends below grade, a tomite protective treatment must be applied to the
cavltg created between the veneer and the foundation, In lieu of a phjslcal barrier.
Exception. venom supported I:mj a structural member secured to the foundation siclawall In accordancow with AC-15301ASC-E rp/TMS
402, provided at least a & Inch (152 mm) clear inspection space of the foundation sidowall exterior exist between the venom and
the top of arKj soft, sod, mulch or other organic landscaping component, clock. apron, pordt wak or aN other work lmmodlatsl�
adjacent to or adjoining the structure.
P318-5 roam plastic protoctlom. Extruded and expanded pol�sVa , polSlaoc�janurats and other foam plastics shall not be installed on
the exterior Face or under interior or exterior foundation wall& or slab foundatlors located below grads. The clearance between foam
plastics Installed above grade and exposed earth "[I be at least & Tnchsm (152 mm).
Exceptlomb:
1. iBuIldings where the structural members of wall&, floors, callings and roors are ontIrsig or noncombustible materials or
proo6urs-proservatIve- treated wood.
2. Wren 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 of basement wallc
R319/6 Protection against docag and termites. Condensate lines, Irrigation/6prinklor 696tom risers for epraS head&, and roof downspouts
shall discharge at least I root (305 mm� awaS From the structure 61dowall, whether lo� underground piping, tall extensions or splash
blocks. Gutters with downspouts are required on all buildings with saves of loss than & inches (152 mm) horizontal PrOjSr-tfOn except
for gable and rakes or on a roof above another roof.
R315.1 Preparation of building 61to and removal of debris.
R318.1.1 All building sites shall be graded to provide drainage under all portions of the building not occupled b� basements.
R31&.12 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 shall be free of vegetation and foreign material. The fill sha]I be
compacted to assure adequate support or the foundation.
P319.13 After all work 16 completed, loose wood and debris "I[ be complateIg removed from under the building and within I foot
(3M mm) thersor. All wood forms and supports shall be complateIg removed. This Includes, but to not limited to. wooden grade
stakes, forms, contraction spacers, tuib trap boxes, plumbing supports, bracing, sharing, forms or other callulose-contafning
material placed in ang location where such materials are not clearlS visible and readlIS removable prior to completion of the work.
Wood shaU not be stored in contact with the ground under aN building.
TYPICAL NAILING EICHEDLILE
Ledger strip
l6d common
3 at each joist
sois plate to Joist or
116d comion.
161, O.C.
blocWng, face nail
Top of sole plate to stud,
l6d common
2
and mailed
Stud to sole plate, too nail
Od common
4
Doubled etude, face nail
10d common
2411 OL.
Doubled top plates, face
10d common
1611 along each
nail
adcls
C.&AInuow h9acler to
Od common
3
stud, too nail
IX8 sheathing or less to
9d common
2
each beartrg, face nail
Over IX8 shsathN to
Od common
3
each bearing, face nall
Build-up comer studs
Ibd common
241 OiC.
Build-up griders and
20d common
32N CIL. at top
beams up to Orm members
and bottom and
staggered 2 ends
at each
solice
1/20 Npsuin Sheathing
11 ga 1-1/2N
41O.C. at edges
14611 head
S' or- at other bear�
5/8- Ggplium Shwthing
11 ga 1-3/4"
41O.C. at edges
14611 head
81 or- at other bearkA.
Np6w Ulallboard
1/2"
1-3/8- &9wall nail
7O.C. on ceilings
VOL. on wa lie
5/81
1-1/211 dr9wall mail
70L. on ceftgs
8"O.C. on walls
Wardboard Lap Siding,
8d corrosion resistant
1611 O.C. at top
Direct to &We
with minimum "ink
and bottom edges
dia. of 00W inch
and minimum head
dia. of 0240 inch
Hardboard Lap Siding,
10d corrosion resistant
1611 O.C. at top
over &loathing
with minimum "rk
and bottom eclass
dia. of 00W inch
and minimum head
dia. OF 0240 Inch
Wardboard Panel sift
bd corrosion resistant
60 OiC. at edges
Direct to &ucle
with minimum ollark
120 OiC. at
dia. of 00WO inch
Intermediate
and minimum head
supports
dia. of 0225 inch
Wardboard Panel Siding,
ad corrosion resistant
6N O.C. at edges
Over to &wthlng
with minimum Omrk
12N Or,. at
dia. of ODWO inch
Intermediate
and minimum head
supports
dia. of 0225 Irch
AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
TABLE R301.2.1.3 AN D
ASCE 7-10 METHODS
ULTI MATE WI N D 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
C)
0 Q
Q
C
2
3 3
2
3
WaHs
Roof -
WIDTH OF EDGE
STR I PS (a)
8
FT
OPENING
PROTECTION
REQUIRED
COMPONENT & CLADDING DESIGN PRESSURE (PSF)
Area C&C
ZONE1
ZONE 2
ZONE3
ZONE4
ZONES
of (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
1 -54.3
19.4
-81.6
1 35.4
-38.5
35.4
-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) BASEDONVasd
Area (SF) or
ZONE1
ZONE 2
ZONE3
ZONE4
ZONES
description
Positive
7
Negative
Positive
Negative
Positive
Negative
Positive
Negative
Positive
Negative
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
19.2
--21.4
1- 19.2
-21.4
WNNECoTOR PRO=T APPROVAL5
APPLICATION
514w_50N CONWWOR
FL APPROVAL No.
GAP5 AND f3A5E5
06, EGG, PC, EPG
FL 10bbO
A13U
FL 10&4q
GOW-RETE / MA50NR"(
GONNEGTOR5
HU, HLJG
'FL I0b55
H6T, ME3HA
IL l0bbb
Flo, H", F*Va
FL 10441
PETAL, F5TR, HEIA HI -ETA, W,
HT5M, H6AM, H6UM, L6M, LTA, META,
M5TAM, M5TGM, MT5M
FL 114-0
H6AI0, L6T, M&T, M5TG, V6T
FL 114-10
HTT, LTT
FL 114%
HAN6ER5
L55U, L9J, THA
IL 10441
HV5, H51JL, H551A HU, RJIG, IL6,lff, LU,
LU51 MU1%L' W U
FL 10531 / FL 10655
H6U, H6W, H6M, HH6U, HHL6, RX-0,
HL6, LGLI, LL6, W511,11, WjGFIT, THA, TH68,
T%Q, TH6K TRV
FL 1146b
5, 5A� HE3, Lf3V
FL Ilibb
E6, 68,61-5, 61_5T, r9LT, 6LTV, H6131, HC71_5,
H6LT, HC7LW, HFB, HHEV, HIT, HK MI,
14141, IT5,1717, ME6, MIT, W:.G, K WI, "e,
WNPU, NP, WI, IAM,
FL10661
5TRAP5 AW TIE5
A, Fr,, CA, HH, L, L!5, LPT, Z
FL 1044b
FTA, H, H6T, HT5,1_�`TA, LT5, MT5, R-5P,
R5T, 50,5PH, 55P
FIL 10456
GM55T, GS, FHA, HST, LSTA, L5TI, M5T,
M5TA, M5TG, M5TI, 5T
FL 10&52
ry-
rol MAX
PAWL SPAN
HOLES AT 12" O.C. SPACIWs
MAX. FOR FASTENERS,
RE: FBC - TA15LE R3012.1.2
FOR FASTENER TYPE
HOLES IN CENTER OF
PLYWOOD FOR PRESSURE
EQUALIZATION
MIN. _11111b" PLYWOOP
2 X 4 5RACING AT
SEAM ON INTERIOR
FACE OF PANEL
HOLES AT c3" OR 12" O.C.
SPACIW.s MAX. FOR FASTENERS,
RE: F5C - TA5LE R301.2.1.2 FOR
FASTENER TYPE
HOLES IN CENTER OF
FLYWOOO FOR PRESSURE
EQUALIZATION
2" TEN GAUGE 111000 SCREWS
TO FASTEN PLYWOOC> TO 15RACM
2 X 4 5RACIWs ON EXTERIOR
FACE OF PANEL
IN. 1/16" PLYW000
V4000 5TRUCTURAL PANEL - OPENIN& PROTEGTION OPTION
G /V
kS
0
E
0 LU
_J z
Q,
0
0 04
0
LLJ 5
0
C)
LU
LU Z 0-
<E�2
M . �2
0 r1i Lj W
z 0 0
C X 0
0 M
z
LU Z
'Q
V,
NY,
L-L
<
-P W
U)
0 0 z
z C14 z 0 0
D W 2 z
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
SEAL DATE
SHEET
SD1
TYPICAL ROOF
SEE
BLDG.
SEC.
1/2" 6rP. BD. 0 GL6.
K.O. OR U-BLOCK TIE
BEAM W 1 #5 BAR GONT.
Ix4 NAILER a NINDON5
Ixb a 5L. 6L. DR.
V41NI20H AND DOC
A5 PE
5PEGIFICATIOI
1/2" GYP. 150. 0 HALL
ON Ix2 HD. FURRIN
STRIP5 0 24" O.C. P
ALFOIL INSULATIC
SEE FOOTING DETAILS
TH15 5HEET AND
FOUNDATION PLAN5
PRE-ENOINEERED �-V.
ROOF TRU55E5 0 24" O.C.
SEE TRU55 NOTES FOR
REQUIRED GONNEGTOR
METAL DRIP
EDGE
T.O.M
ELEV. VARIE5_______1�
'IA 4
TYP. FASO
SOFFIT
6" N. ROLLED
P41RE OR
FIBER&L. MESH
PREGA5T GONG.
LINTEL 0 EA. MA5.
kqALL OPN6. - REFER
TO LINTEL 5GHEDULE
#5 BAR VERT. REINF.
HOOK INTO TIE BEAM
ABOVE
#5 BAR DONEL W 10"
5TD. HOOK (LAP MIN.
25" PV VERT REINF.
BAR)
ARCHITECTURAL FIN15H
ON W G.M.U. HALL
MAIN FLOOR LINE
--------
Oil
REF. ELEV. 0'-
TYPIr,AL ONE STORY NALL SEGTION -
ONE STORY
5D2) NOT TO 5GALE
FIN. FLOOR ON 4" GONG.
SLAB I^V bxb-NI.4 x V41 ' 4
H.H.M. (OR FIBERMESH)
GLEANED, COMPACTED $
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fift-1-0 A llll�w lll�* I �Z_
MAIN FLOOR LINE
REF. ELEV. 0'-0"
z
X FIN G7RADE
—-GLEANED, COMPACTED 4
TERMITE TREATED FILL
3" MIN.
COVER
kq
FOOTING DIMEN51ON 4 REINF.
NO. OF #5
GONT BAR5
ONE STORY
1611
61
(2)
TAO 5TORIE5
11-bli
1011
(3)
STEMV4ALL FOUNDATION
NOT TO 5GALE
_____TYP. NALL CON5TRUC.
TYP. 4" IN. GRADE
GONG. 5LAB----\
1. MAIN FLOOR LINE
_F. Al, -0"
BARS GONT . RE ELEV. 0'
6:m . �1- ''!' ` /\\
CLEANED, COMPACTED, 4
31, MIN.
COVER TERMITE TREATED FILL
ONLY U5E MONOLITHIC, FOOTING
FOR MAX DIFF. OF 20" BETNEEN
EX15TINO GRADE TO FINISH FLOOR
FOOTING DIMEN51ON 4 REINF.
0
NO. OF #5
GONT BARS
ONE STORY
1211
(2)
TV40 5TORIE5
_&11
11_&11
(5)
MONOLITHIC, FOUNDATION
5P2 NOT TO 5GALE
H
502
FIRECAST LINTEL
W/ (1) 45 DIAM.
POURED SOL
PERIMETER 5EAM/LINTELS
OVER POOR 4 WINDOWS
R
DOU15LE
FFZECAST LINTEL KNOCXDUT IBLOCK
LESS THAN W-W SPAN EACH W1 (1) 05
Ff _-C_2j
DIAM. POURE
SOLI
KNO0<OUT 5LOCK KNOCKOUT 5LOCK
UJ/ (1) S DIAM. UJ/ (2) S DIAM.
P0UREp SOL FMIREP so
107
POURED
.'/..
A
z
.. . .
L4A
SOLIED
(I)SO
(1) 450
FRECAST LINTEL PFECAST C040C LINTEL
PRECAST CONC LINTEL
W-0" TO V-W SPAN W-01" TO 25'-0" SPAN
V-0" TO 25'-0" SPAN
FF-C-31 FF_C__4]
NOTE; CAST LINTELS SHALL 5E "CAST CR!ETE" OR EQUAL.
USE FIRE-STRSSSED
PRECAST LINTEL FOR SPANS GREATER THAN W-4"
THE K.O. 5LOC:K A15OVE TI-E LINTEL 15 THE MINIMUM REQUIRED.
ADDITIONAL GROUT
FILLED CMU 5LOCKS CAN 5E INSTALLED 5ETWEEN THE K.O. 5LOCK AND THE LINTEL FOR
HIGH REQUIREMENTS. THE KO. 5LOCK A50VE CAN IBE THE SAME AS THE WALL TIE
5EAM.
"r u
LINTEL
NOT TO 50ALE
#5 (P IN GFI I POURED 50LID
SEE N
J* FLOOR PLA
_T
LLJ
%
TYPICAL MASONRY SHEAR NALL
NOT TO 5GALE
4" GONGRETE SLAB
NITH FIBEI
THIKENED SLAB EDOE
NOT TO 5GALE
x eo" GONG.
5 H/ (1) #5 GONT
60MED 64RADE
K.O. OR U-BLOGK TIE BEAM
W (1)-#5 BAR HORIZ. GONT.
a UPPER 4 LONER T.O.M.
4F#5 Br=NT BAR 25" EA. WAY
INTO HORIZ. TIE BEAM 4
VERTICAL REINF. CELL
UFFER T.O.M.
PER PLAN
LOPqER T.O.M.
PER PL N
I Jfl- "I I
—#5 BAR VERT. REINF.
IN FIH ED GEI L
STEPPED MASONRY TIE BEAM
NOT TO SCALE
502
rD
502
PRECAST GONG. LINTEL PV 4 MIN.
BEARIN& @
SEE SCHEDULE EA. END
44 +__.1
(1) #5 13AR HORIZ. IN-/
GROUTED P.G. LINTEL
NOTE 2 BELO4
(1) #5 BAR VERT REINF.
IN F11 I ED GEI 1
NOTE-
1. EACH JAMB OPENING TO BE REINFORCED kq/
(1) #5 BAR VERT. IN GONG. FILLED GEI I
2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL
TO 6-0" TO HAVE #5 BENT BAR5 INTO JAME35 A5 5HOM
3. PRECAST LINTELS SHALL BE
"CAST CRETE" OR EQUAL.
rF� TYPIGAL PREGAST LINTEL
NOT TO SGALE
VERTICAL REBAR CENTERED IN CEI I
SEE PLAN FOR LOGATION5. FILL CELL
NITH GONORETE OR C-A;ZOUT. PROVIDE
DOVEL TO MATCH VERTICAL REINF.
d�
r
NOMINAL
NOTE-5:
—REMOVE ALL PROTRU51ON5 EXTENDIN6 1/2" OR MORE INTO
GEH 5 OR GAVITIE5TC) BE GROUTED.
SPACES TO 13E GROUTED SHALL BE FREE OF MORTAR
DROPPIN65, DEBR15, L005E AeC-RE6ATE5, 4 ANY MATERIAL
DELETERIOU5 TO MA50NRY GROUT.
TYP. VERT. FILLED GELL
MASONRY REINF. DETAIL
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502)
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11
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x b" GONG. FT6.
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AT CORNER
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TYPICAL FOR
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GONTINUITY OF TIE BEAM REINF
AT GORNERS DETAILS
I
tu
NOT TO 56ALE
TO. REINF. (TYP)
Ir
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11
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11 1 T
1 L A
CORNER BARS
VVERTIGAL FILLED CELL
REINF. DONEL AT GORNER5
GONTINUITY OF f;ZEINF. IN FOOTIN(55
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MIN. 6" EMBEDMENT PV
2' 50. x 3/16" KASH.
(4 PER SIDE) $ AT
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all
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3 5/411
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4 1/2
1211
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5 1/4"
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all
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Ifoll
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11 5/4"
c[ 1/2
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ci 1/211
#10
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
REVISIONS
SEAL DATE
S_ HEE-T
SD2
FLEXIBLE FLA5HIN67
HEATHER RE515TANT
BARRIER
EXTERIOR FACADE
R161D FAL5HINr7
5EALENT BEAD
.HINDON FASTENER (SEE HDN
INSTALLATION DETAIL)
-HOOD FRAME HEADER
DRYKALL
5EALENT BEAD
EALENT BEAD
SILL
EXTERIOR FACAD
FLEXIBLE FLASHIN&
HEATHER RE51STANT
NINDOH FASTENER (SEE
BARRIER
INSTALLATION DETAIL)
ALENT 13EAD
I
51 LL HEADER DETAIL HOOD OPENIN65
5EALENT 13EAD
5EALENT BEAD
-5EALENT BEAD
-PRESSURE TREATED BUGK5TRIP
(MIN 2 115" AS 5HONN)
-SHIM AS SHOM
HINDON FASTENER (SEE NON
INSTALLATION DETAIL)
SEALENT BEAD
HINDON SILL
PRE-GA5T
CONCRETE SILL
SILL 4 HEADER DETAIL MASONRY OPENIN65
NOT TO 50ALE
NOTE:
AN ADDITIONAL RON OF TAPE
15 NEEDED IF THE TAPE 15 TOO
NARROH TO COVER ALL EXPOSED
-7 FLAN49E.
NAILS IN THE NAILINC
t-ll^�DHI NC7 I At-=
POLYSTYRENE
MITER COVER
FLA5HIN(5 TAPE
NINDON FLANC7E
POLYSTYRENE
NINDON FLA5HIN(5 NOTES: MITER COVER
STEP #1 CAULK HINDON OPENINC7 EDOE
PRIOR TO SETTINO NINDON.
STEP #2 HOUSEWRAP TAPED TO FLANC-E BOTTOM.
STEP #3 CUT HOUSEHRAP DIRECTLY ABOVE NAILIN& FLANC-A-=
4 OVERSIZE CUT b" BOTH 51DE5 OF V41NDON FLANC7E.
STEP #4 COVER OPEN NAILINC7 FLANOE MITER WIRED HOU5ENRAP TAPE.
STEP #5 INSTALL FLA5HIN67 TAPE 2 SIDES
NITH TOP OF TAPE FLASHED UNDER HOU5EHRAP.
HIDER OR ADDITIONAL 51DE TAPE MUST BE INSTALLED OVERLAPPIN(9
ONTO THE NINDOH FRAME TO COVER SEAM AND 5r.REN5 AT MULL.
STEP #6 INSTALL FLA514145 TAPE AT TOP.
TYPIGAL HINDOH FLA5HIN6 IN FRAME
NOT TO 50ALF
IM MOLDIN&
DOOR JAMB
#12 X 3" 5GRE1,6
a W, O.G.
SHIMS
65,10.6.
'2X FRAMIN& EA. Ibd NAILS
POOP, JAME3 DETAIL - HOOD
NOT To SCALE
TRUSS
STRAPPINC7 PER
FRAMINO PLAN
li
5IMP50N 5P2
a EA STUD
2x STUDS AT 16" O.C.
BLOCKIN6 TYP.
FOR ALL INT.
(1) RON OF 2x BLOCKINO 0 MID
PARTITION
N
HT FOR HALL HT @ bl-b" 4 LE55.
HALLS AS
-OR- (2) ROH5 OF 2x BLOGKIN&
NELL
a 3rd PT5 FOR HALL HT o &-b"
4 H16+E-R.
2x P.T. 501 F PLATE
5IMP50N 5ple
1/2"(P x 8" ',J'f3OLT SPACED a 24" O/C.
EA STUD
MINIMUM b" EMBEDMENT 2" VIAM. X 3/16"
NASH. (SEE NOTES FOR ALTERNATE BOLTS)
\777��T,/,,;
Fm,
1-411
REBAR CONTINUOUS
E3 E3R6. FRAME HALL SEGT. (UPLIFT)
DOUBLE TOP
PLATE
BLOCKINO TYP. FOR
ALL INT. PARTITION
HALLS AS NELL
FLOOR TR.U55 5TRAPPIN6
PER FRAMIN(9 PLAN
2x STUDS AT 16" O.G.
(1) RON OF 2x BLOCKIN67 a MID
HT FOR HALL HT a 4 LESS.
OR- (2) ROH5 OF 2x BLOCKIN67
@ 3rd PT5 FOR KALL HT @ 5'-6"
4 HI&HER.
2x P.T. 50LE PLATE
1/4"x4" TITEN OR TAPGON5
SPACED 0 12" O/C.
rINUoU5
SEE FLOOR PLAN FOR 51ZE OF STUDS
BR6. FRAME HALLSEGT (NO UPLIFT).
2"x 4" COLUMNS H1 (1) RON OF 5TA6C7ERED Ibd
2 x 6" OR 2"x 6" COLUMNS H/ (2) ROH5
COMMON HIRE NAILS (0 = 0.162", L = 3 1/2")
OF 5TAi96ERE0 Ibd COMMON HIRE
NAILS (D = 0.162", L = 5 1/2")
NOTE-5s
1. ADJACENT NAILS ARE DRIVEN FROM OPP051TE
4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAO
51DE-5 OF THE COLUMN
5GREN5 OR EQUAL (5PAGE AS 5HOHN FOR
3-PLY)
2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE
THICKNESS OF THE LAST LAMINATION
5. FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAO
SCREWS OR EQUAL (5PACE ASSHONN FOR
3. FOR 3-PLY, GOLUMN SHALL BE NAILED AS
3-PLY)
5HOHN FROM EACH SIDE (ONE INTO EACH
OUTSIDE FACE OF B.U.C., SAME NUMBER OF
6. REFER TO N05 SECTION 15.3 FOR ADDITIONAL
RON5,5AME SPACINC7)
INFORMATION
TYPICAL STUD GOLUMN AND JAGK NAILING,
NOT TO SCALE
1/2" DENSE GEILIN67
BOARD DRYKALL -
lxb BLOCKIN& EXTEND 20" MIN.
PAST NINDOH OPENIN67 AT EACH
51DE HHERE P0551BLE
Ix PT
TEMPERED
(5LASS
NOTE
INSERT TRACK FROM
OUT51DE FACE OF
BLOCK
TRUSSES
SEE LINTEL 56HEOULE
I CAST GONG. LINTEL k4l 1-#5
CONT. OVER DOOR OPENIN67
DOOR TRACK
(5EE FLOOR PLAN)
-I
OUTSIDE
IN51DE
SET TRACK IN A FULL
BED OF CAULK
/--5EE FOUNDATION PLAN
NOTE:
SEE FLOOR PLAN FOR 5LIDIN6 OLA55
DOOR APPLICATIONS USED
/OOH� T-1-P. 560 SEGTION5
':�TDFW NOT TO SCALE
DOUBLE 2 x 12 HEADER w/ 1/2" FLITCH
PLATE UNLE55 OTHERW15E NOTED
2-RON5 Ibd NAILS 5TA66ERED a Ib" 0/0
EACH FACE OR 3-ROH5 Ibd NAILS
5TAC76ERED a 1611 o1r, FOR 2"xIO" OR
6REATER. HEADER
(2) 5IMP50N L5TA24 UNLE-55 NOTED
0
OTHEI;ZHI5E
FILLINry AND BLOGKINC
-7 AS REQUIRED
FASTENED To HEADER H/ (24) 16-d 16" O/c,
UNLE55 NOTED OTHERN15E
rSEE STUD
I
NAILINC,
2x STUDS TYP.
DETAIL
DOUBLE 2x CRIPPLE STUD UNLE55
OTHERA15E NOTED ON PLAN
5IMP50N LTTIcI H/ 1/2" HILTI KNIK BOLT 11
ANCHOR H/ 6" EMBEDMENT UNO
PT 130T. PLATE
NOTE.
HEADER / P05T GALLOU T5
ON FLOOR PLANS TAKE
PRECEDENCE OVER THE
INFORMATION SHOHN ABOVE.
TYP. FRAME
OPENIN65 AT BEARING, HALLS - IST FLOOR
NOT TO SCALE
ASPHALT SEALANT:
12" MIN.
- - - - - - - - - -
- -
- - - - - - - - - - - - - - ---
ASPHALT BASED
EXTEND MIN. 6" A13OVE
aALV. MTL.
'4 .
SEALANT APPLIED
FLASHINC7
't" FLA5HIN67
BEHIND FLA5HIN6
LAN C-_�E
DIVERTER
AND EXTENDIN& A
FLA5HINr7
ROOF MATERIAL
MINIMUM OF b" ABOVE
VERTICAL R15E OF FLA-15HIN6
DRIP
ROOFIN67 FELT
ROOF CRICKET- V`ERTIGAL
AT KNEE4-4ALL
El?6E—'
MIN. 5:125LOPE KNEE HALL I
<
(REQUIRED AT I
FASCIA
ALL LEVEL VALLEY I
LL
LOGATION5) PLASTER
F160RE 1: FLA5HIN6 INSTALLATION KNEENALL
5TOP
\zw
(SEE FIC-URE 5 FOR MORE
INFO)
I ROOF
_bm X 16" HORIZONTAL
FLASHiNr,
lmATERiAL__,
"'�--5EALANT
rALv. cow.
LANe,E A_5PHALT SEALANT:
EXTEND MIN. 6" ABOVE
FLA5HIN67
t__
----- ----------
TAPE 6" HIC7H
6" TO 12" PER
PLAN SPECS
-
DIVERTER,
FLA5HIN6
6" MIN.
ALV. 'L' FLA5HIN &
N,
TYPICAL
DRIP ED&E
NOTE:
TH15 DETAIL 15 REQUIRED AT ALL
VERTICAL HALL INTERSECTIONS
FASCIA
V41TH ROOF VALLEYS 4 ROOF CRICKETS. - - - - - - - - - - -
- -
- - - - - - - - - - - - - - -- )
F16URE 2: FLA5HINry
AT CORNER DETAIL.
F16URE.3.- FLA5H[NC7 DETAIL AT CRICKET/ KNEEHALL IJJTES!��GTION
rP�
'TYPICAL FLASHING,
DETAILS
NOT TO SCALE
MASONRY HALL
BRICK MOLDIN&
/—DOORJAME3
5/11 X 5" TAPOON5 a lb" O.C.
IN 1 1/4" EMBEDMENT
SHIMS
P.T. FURRIN&
DOOR JAME3 DETAIL MASONRY
NOT TO SCALE
1/211 PLYWOOD
EWsINEEIRED WOOD
TRUSS 24" OC
1/211 PLYWOOD
5111FISNON Hrp AT EA
JOINT (TYI-)
�1/211 PLYWOOD
24" O.C. 5ALLOON FRAME
-ii_2"x 4
4-16d NAIL
CLINC�IED
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SIMPWN MT8122 EA WFaeR
OVER DOU5LE 2"x4" 5LOCKINGs
(ATTAC44 13LOCKINGs TO TRUSSES
LU/ SIMPSON A34 TYf*)
CHMEY FRAMING
NOTES
REFER TO INTERIOR
BEARIN& HALL DETAIL
4" GONCGRETE SLAB
(20 2XI2 BEAM OR AS
PER FRAMIN6 PLAN
INTERIOR
DRYKALL
FACE
TOP PLATE FASTENERS
rH
NOT To SCALE
4-lbd COM.
DOUBLE TOP
PLATE
DOUBLE STUD
16cl Gom.
16N or,
PT BOTT.
2-&d COM. 2-bd GOM.
DOUBLE END STUD
NOT TO SCALE
*.. �D5
NITH FIBERME5H
COLD JNT.
17.f'
(9ARA(SE SLAB
� W<,n ,
Z;WLL(2)-#5
-
REBAR
CONTINUOUS
(oil
rs
6ARA&E
STEP
POHN SEGTION
NOT TO SCALE
T
2AD FRAME
HEADER
�1/24 PLYHOOD
4 METAL LATH
w/ 5TUCZ-0
OUTSIDE
DOOR TRACK
(SEE FLOOR PLAN)
SET TRACK IN
FULL BED
OF CAULK
SEE FOUNDATION
2X& FRAME
SEE FRAMIN&
HEADER
FOR BEAM SIZE
INTERIOR
1/2 a FLYHOOD
PRYKALLIL
* LATH
W/ 5TL4xo
FACE
ALT. f3Y-PA55 5.6.P. HEAD
TYP. POGKET 560 5EGTIONS
NOT To SCALE
CONDUIT 1-1/2"
OR 6REATER
SIMP50N
#5
SIMP50N
#551
STUD SHOE
NOT TO SCALE
\k,,.
TOP PLATE 2-16d clom.
PT BOTT. PLATE
ENE? STUD INT.
�, �0NOT TO 50ALE
3
FR.AMIN6
ABOVE
STRAP FIER ROOF
FRAMIN& PLAN REQ.
H TYP.
DOUBLE TOP PLATE
—51MFI50N 5P2 AT TOP
0 EA. STUD
4 Ibil
�_2 x STUDS o 1611 ao.
—1/2" x 6" NEDOE
ANCHOR BOLTS a 24"
O.G. (FRAME TO BLKJ
w/ 2" x 3/16" HA_cHER
___5IMFS0N 5PI AT BOT.
a EA. STUD
/-P.T. 501 F PLATE
V_
_#REF. ELEVATION
o,-om FnT-FLR.
INTERIOR BEARINC7
HALL FOR ADDITIONAL
INFO
BRO. FRAME TO GMU HALL SEGTION
NOT TO SCALE
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTHISSUE
ADDENDUM
ADDENDUM
2
ADDENDUM
REVISIONS
I
SEAL DATE
SHEET
SD3
10
m
% M
\\0I
)1'
, 1
L=
J�\\ \\ I I
3
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J\\
4
0
Vk
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2*xbl NAILER ATTAC+IED TO BLOCK
K/I/4x5"TAPCON5 a b"OG
2'x4" 016'06 TOP AND 50TT
SIMPSON H5 o EA RAFTER
ALUMINUM DRIP EDr7E
Ixb OR 2XC7 5UB-FASCIA UNDER
Ai.UM./VIN'rL r-Af;eIA
VENTED ALUMJVINYL SOFFIT
5IMP50N 5P26 F-A. STUD
TOP OF HNDOk4 AS
PER FLOOR PLAN
APPROVED loqlt�00k%!
OF BUILDERS C440IC-E
3/4' PLYk4OOD SHEATHINS IN DID
COMMON OR HDB. BOX NAILS 0 4'
O.C. 0 EVNSES * INTERMEDIATE K/
2X4 ELOOKINS AT JOINTS
EXTERIOR FIN15H AS
PER ELEVATIONS
SIMPSON SPI STUIP TO PLATE
SIMPSON W-7TAab FROM
STUD TO JOIST BELON
RELA`nVE P.P. ELEV. 0'-0'
M
ENG UJOOD TRUSS (TYP) y I,
PRE-
\V
Jill
o'
'K":�
W
III
0
w
_\v,
AV
W
W
\T
OVERHANS
PER ELEV.
SECURE RIDOE BEAM TO
(91RDER H/ 5IMP50N
HU526 J015T SEAT
2x4 COLLAR TIE
Mlr,>4EI c-7HT a OIRDER.
PROVIDE (5) 12d NAII-5
EA END
CONTINUE 5HEATHINC7
BELOW CONVENTIONAL
FRM(5 a ATTACHED
STRUCTURES WHICH ARE
ONLY PARTIALLY
ENCLOSED SUCH AS
ENTRYWAYS AND
PORCHES
NOTE!5:
ALL RAFTERS SHALL 13E #2 SOUTHERN YELLOW PINE.
SECTION 51ZE SHALL BE DETERMINED ACCORDIN&
TO THE LEN&TH OF SPAN AS FOLLOWS -
LIP TO 6-011 ........... 2xb
&1-011 TO 1:21-011 ........... 2X&
12'-0" TO 15'-0" ........... 2XIO
151-01, TO &-011 ........... 2x12
RID(5E BEAM SHALL BE #2 SOUTHERN YELLOW PINE.
-1INAL) LARj5ER THAN
SECTION 51ZE SHALL 13E 2" (NOt
RAFTERS W/ A MAXIMUM R106E.51ZE OF 2xI2 FOR
2xI2 RAFTERS.
CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2xIO.
IT SHALL BE FASTENED AS SHOWN H/ 5IMP50N
MSTA24 TENSION STRAPS a EACH TRU55 USINO (14) bd
NAILS. INSTALL THE STRAP BY GUTTIN67 A HOLE INTO
THE 5HEATHIN& a EACH 51DE OF TRUS5 AND
THREADIN& THE U-5HAPED STRAP FROM 50TTOM OF
TRU55 TOP CHORD TO TOP OF CLEAT.
0 SECURE RAFTERS TO CLEAT USIN& 5IMP50N L5qO
FOR 2xI2 RAFTERS, (10) bd NAILS FOR 2xIO
RAFTERS, 0) bd NAIL5 FOR 2xb RAFTERS WITH
SPANS OF 4'-0" OR CPZEATER. 2xb RAFTEI;Z5 W/
SPANS LE55 THAN 4'-0" SHALL BE TOE -NAILED TO
CLEAT H/ W 10d NAILS.
eSECURE RAFTEiZ5 TO RIDOE BEAM U51N05lMP5ON
LL626 SLOPIN& JOIST SEAT. 2Xb RAFTERS W/ SPANS
LE55 THAN 4'-0" MAY BE TOE -NAILED TO R106E
BEAM W/ 10d NAILS.
C,ONVENTIONAL/VALLEY FIRAMINO ISOMETRIG
SEE PLAN
SEGTION THRU BAY NINPOPq
1--, �04
LINTEL ASSEMBLY AS K.00R PLANS
AND LINTEL SC+IE1PULE
SIMP50N LUS524
&YP5UM 5HEATHINS DIAPHRA6M U5E
I y IP41 SCRE3-6 e 121O.C. IN FIELD AND
0 WOZ. AT ED6ES.
IDBL TOP PLATE
HEADER AS PER FRAMINS PLANS -
MINIMUM DOUBLE 2X&
rw-Wr;�Rwm
2X4 STUDS PER FLOOR PLAN e 161 OZ.
(AL16+W WJOISTS BELOW
R-11 INSULATION
5IN6LE P.T. 50TTOM PLATE W(2)114'x 5'
LAC7 SCREW TO EACH 2X& JOIST IBELOW
2X& P.T. JOISTS 0 12* OZ. W R30
INSULATION ATTAChIED TO PLATE W
SIMPSON HSAIO (ALIGNED W STUDS)
5INeFLE P.T. BOTTOM PLATE KAl2X 10"
LONO ANC+IOR ]BOLTS IN STID NUT` AND
KASHER @161 OZ.
&"X&"Xlb' CMU AS REWIRED ALL
64RDUT' Fil I
03 NOSING
5AR TYP. EA
STEP
TWREAD, RISER AND
NOISIWs DIMENSIONS
AS PER
ARCHITECTURAL
CAST IN PLACED
PLANS AND SECTION
CONCRETE STEPS
4
04 a 811 O.C. 0 BOTT
TOP OF: SLA5
(TYP)
#4 0 12 " O.C. HOOI<
INTO CMU WALL LIJI/
FILLED CELL EAC44
END (TYP)
4
A,
FOOTING AND SLA5
AS PER
z
FOUNDATION PLANS
rK*�TYFIGAL CONCf;ZETE STAIR5
� �04 NOT TO SCALE
X
END 1.1
111-01, MAX.
< GORNER'JAGK*
5IMP50N META12 a
MA50NRY 5IMP50N
M5TIb 0 FRAME WALLS
(TYP)
(2) HETA20 U.O.N.
/0'*5� HIP FRAMING
80 4
r2) 16d PER JOINT
MINIMUM 2"x4" GROSS
BRAGIN67 (5EE PLAN
FOR LOGATION5)
GRO55 BRAGINO
�04
1/2" PLYWOOD W &D
NAILS 0 4" O.G. AT
ED6,E-5 AND 10" INTERM.
2" a)E3FACIA--N,,---
2"x5" BLOGKIN6
0 MID
2"x9Lf1v6TIft.
1/21, PLYWOOD W/ &D
PRE-ENC71NEERED
TRUSS AT 2'-0-'-',O.G.
5EE TRU55 LAYOUT
-SIMPSON 5P2
5IMP50N LTTIc1 @ EA END
, SIMPSON SPI
NAdL5 a 4" O.C. AT
ED(5ES AND 4" INTERM. 1/2"(P x&" ANCHOR
BOLT a 32" O.G.
KNOCK -OUT BLOCK
W/ #50 POURED
SOLID
FRAM IN C-2 ABOVE TIE BEAM
6ABLE END TRUSS 7%%b,
(14035 REMOVED—/
FOR CLARITY)
2xb 505-FA5CIA-
OUTLOOKER5
a 24" O.G.
ARROW INDICATES
LON(9 PIR. OF PLYAD.
00 00 0. PLYWOOD CLIPS TO 13E INSTALLED AT ALL
0 LOCATIONS WHERE 5HEATHINC7 SPANS 16"
0 0 OR MORE AS PER APA REGA)IREMENT5. DOUBLE
. 0 GLIP5 TO BE USED WHERE5HEATHIN6 PANELS
0 0
.0 ARE CUT TO 24" IN LEN&TH OR LESS.
00 0
0
0
0
X = 10d COMMONS OR bd RIN& SHANK 0 4" O.C.
ON EACH 511 T OF PLYWOOD
0 = 10d COMMON5 OR &d RINO SHANK a b" O.G.
ON EACH SHEET OF PLYWOOD
= 10d COMMONS OR 5-d RINOSHANK 0 5" O.C.
ON EACH SHEET OF PLYWOOD
NAILINO EIGHED./GABLE
50obtLEs N.T.5.
TYPIGAL ROOF 5HEATHINC-2 NAIL PATTERN
NOT TO SCALE
m WE
=11[0311[e]
V41NOON DOOR MOUNTING MA50NRY ELEVATION5
ARCH_CIRCLE Top I 'r[AAkl 7' �—MAKI
KNOOV4 DOOR MOUNTINO FRAME ELEVATION5
0 bd b" O.G. ON EACH SHEET OF PLYWOOD
NAILINO 5GHED./HIP
SCAL5 N.T.S.
NOTES:
1. SEE STANDARD MOUNTIN67 DETAIL.
2. IX& P.T. ANCHORED TO LINTEL AND HALL
W/ 1/4"x2-1/411 TAPCON a b" O.G.
3. AN67LED 2X4 NAILED TO PLATE W/(2,) Ibd
NAIL5 AND COVER I^V 1/2" PLYWD OR -111b"
05B W/bd NAILS 0 4" O.G. (EXTERIOR AND
INTERIOR 51DES).
4. ANOLED 2X4 "LED TO PLATE K/(2) lbd
NAILS.
5. 2X4 GRIPLE VERT STUDS oall O.G. AND
ANOLE5 NAILED TO PLATE W(2) Ibd NAILS,
AND COVER I^V 1/2" PLYIND OR 1/16" 05B
W/bd NAILS a 4" O.G. (EXTERIOR AND
INTERIOR 51DE5).
6. DOUBLE 2X4 VERT AT EACH SIDE OF
WINDOW SHAPE GHANOE5, AT-TAGHED TO TOP
PLATE N/ SIMP50N L530 4 1145TA12.
1. 2X4 GRIPLE VERT STUDS ab" O.G. NAILED
TO PLATE W(2) Ibd NAII-5 AND COVER W1
1/2" PLYHO OR 1/16" 05B W/5d NAILS 4"
ac. (E-xTERIOR AMC) INTERIOR 61DE5).
e�. DOOR OPENIN& AREA CrYPIGAL)
NOTES:
(D ATTACH FRAME AS PER
MANUFACTURE-R'5.
IXb ANCHORED TO HEADER W/ lbd
NAILS 0 12" O.C.
ANrLED 2X4 MAILED W/(2) lbd NAILS
AND COVERED W/ 1/2" PLYIND OR -1/16"
055 W/8d NAILS a 411 O.G. (EXTERIOR
AND INTERIOR 51DE5).
ANOLED 2X4 NAILED W/(2) lbd NAILS.
2X4 CRIPLE VERT 5TUD5 a&" O.C. AND
AN67LE5 NAILED H/(2) Ibd MAILS AND
COVERED W/ 1/2" PLYWO OR -7/16" 0513
W/&d NAILS 0 4" O.G. (EXTERIOR AND
INTERIOR 5IDE5).
DOUBLE 2X4 VERT AT EACH 5ir,>E OF
1,41NO01,4 SHAPE CHAN6E5, ATTACHED TO
TOP PLATE W/(2) INVERTED 5IMP50N
HIOS.
2X4 GRIPI IF VERT STUDS 05" O.G.
NAILED TO PLATE W/(2) Ibd INAIL5 AND
COVERED 1^V 1/2" PLYHD OR'7/16" 055
W/&d NAILS a 4" O.G. (EXTERIOR AND
INTERIOR 51DE5).
DOOR OPENIN65, (TYPICAL)
0.5.B..
A/G 5HELF DETAIL
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FIRST ISSUE
12/04/13
SECOND ISSUE
THIRD ISSUE
FOURTH ISSUE
ADDENDUM
1
ADDENDUM
2
ADDENDUM
3
REVISIONS
FSEAL DATE
SHEET
SD4
GENERAL NOTES: SERIES 570,2770 & 2810 LARGE MISSILE,IMPACT-RE,91-STANT, VINYL, REINFORCED SLIDING GLASS DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE�
ALL RIGID WHITE OR TAN PVC A -NO COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS, �LTO. 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�ANNEALED, SG-.090 DUPONT
SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS). E�a=,090- DUPONT BUTACITE PVB:
GLASS TYPE A: 3116' HS GLASS +.090" SG INTERLAYER + 3116" HS GLASS + 7116'AIR SPACE + 3116" T CAP
GLASS TYPES: 311W WS_ GLASS+ -090" j5VB INTERLAYER +,3116;_AN, GLASS+ 7116" AIRSPACE+ 3/16FTCAP
GLASS TYPE C: 311W JiS GLASS + .090- pv(3 INTERLAYER -t 3116" �N GLASS + 9/1 G' AIR SPACE WITH I-CE-AT-MIRROR FILM -k 311 a'. T CAP
APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995.
3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IIX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED
AS 2X ARE 1-li2"THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE, WOOD BUCK 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. 1W 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 EMSEDMENTS SHOWN ON TABLE i, SHEET 5. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS
BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) DESIGN PRESSURES:
k NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E130M4.
=S ASTM El 300-04�
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLE
7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADIS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE.THE 33113% STRESS INCREASE HAS NOTBEEN USEDINTHEDESIGN OFTHIS PR0IXJCT.THE 1.13LOADDURATION FACTORWAS
USED FOR THE EVALUATION OF ANCHOR$ 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 PER THE FLORIDA BUILDING CODE.
10) REFERENCES. TEST REPORTS FTL-6337 & 6338; EXOVA-110-DO2-71)2(A) & 1M06-10231;
CAMBRIDGE 535753-09; ELCO ULTRACON NOA 407-0425.0liq ELCO CRETEFLEX NOA
#03-0225.05; VISION EXTRUSIONS, LTD. WHITE PVC NOA 910-0420,06, TAN PVC NOA
#11-0902.10; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005
ALUMINUM DESIGN MANUAL
DOO size
Configuration
Destan
Cerfificaflon
Numbem
idth
Height
il Psf
W PSI`
_9FT
W,
Xim
60
60
190-265,771
20s,
120"
)000(vitfastragal
60
65
190-267, 774
203,
96,
X)=Wastragal
60
Go
190-263,770
241"
96"
)0=
80
80
190-787
201'
96"
)00(0 Wastraga[
80
80
1 W264. 772
203'
961,
)0= vdastragal
90
90
190-266,773
3116"HS GLASS
3116'lHiS GLASS -
DUFONT .090-4"T
SENTRYGLASO
7116'
LASS
G
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 8 & 9
LARGE & SMALL
MISSILE IMPACT
7116"MRSPACE
7116"MRSPACE
7/16'AIRSPACE
3/16'AN GLASS
3116'HS GLASS -
7-
INT1111. .4 EXT.
DUPONT
INT�P-
�0901 PVB
31W! GLASS 'file,
3MVIGLASS
NOM
/-076
/-�4 709
GLASS
k4
C78CZ9'
I I
NOA DRAWING MAP
7
C71)t�)-�/Z�7 SHEET
GENERAL NOTES ...... _.. 1
GLAZING DETAILS. ........ I
GLASS TYPE "A" GLASSTYPE"W
SG LAMINATE, PVB LAMINATE, ELEVATIONS ...... __ ....... 2-4
iNSULATED GLASS INSULATED GLASS HORIZ. SECTICINS..._.. 6
1a16"NOM. VERT. SECTIONS ... 6
ACCESSORIES ... ........... 7
DESIGN PRESSURES 8-9
WIWAIRSPACE
3116*ANGLASS I EXTRUSIONS ....... ---------- 10
3tte'HS GLASS PARTS LIST ....... ........ .... 11
CONFIGURATIONS ......... 12
PANIELTYPES ... ............ 13
R FILM
AEXT INT'10.
DUPONT.OR'PVB - - - 31115TOLASS
W16"
NOM
7/8'
GLASS 1-800
BfTE
5
3
GLASS TYPE "C'
PVS LAMINATE, INSULATED
WITH HEAT -MIRROR FILM
GLASS
k4)"
7'
N1
80
0
INSTRUCTIONS:
1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE
R*V*#4br Dow.
\ N &Ilt
SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B
\r
OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN
PRESSURE IS ABOVE 801 PSF, OTHERWISE USE TABLE 2, SHEET 8.
5B705
nor
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 NE T L TED
X is SZE.
of
tu -
D-100M Dmm ily
3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS A E-DEFINED IN TABLE 1, SHEET 6,
li�
13
GENERAL NOTES & GLASS TYPES J ROSOWSKI
ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND K41NIMUM EDGE DISTANCE.
4) FROM THE DESIGN PRESSURE TABL ES (TABLES 2-4, 8 HEETS 8 & 9), VE RIFY THAT TH E REQU IRED DES IGN
() OF"'�'
1070 TECHNCXOGYDMVE nIw
JV' W
'MM VINYL SGD INSTALLATION GUIDELINES 11/18/10
I
PRESSURE IS MET OR EXCEEDED, USE THE ANCHOR QUANTITIES SHOWN.
10 N
P-0. BM 15M
5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7.
UL 'E�k I
NOKOM* rL 3W4 I smfw I Shii.1, I orii-iiii no. fur
6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7.
---
L I
570/277012870 1 NTS j...'1 OF.13
CERT OF ALMN #29290 FLA-SGD570-
DETAIL IDETAIL 2AI UETAI 2
ERCW�
_SON�y
CONCRETEICMU
Lino- -.1 L�� I M
� �INTIO'
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
PERANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6
EDGE
REQUIREMENT OISTANCE
NON-STRUCTURAL -<3�0, ASTRAGAL ADD -ON REINF.
-4�qy) ASTRAGAL ADD -ON 1 9@' - -,\
65�
ANCHOR
91OX2-108VIS
MENT - REINFORCEMENT SCREW
2& TION
AL
FROM ENDS (FACTORY
EQUALLY-SPACEDANI)7'
,0P PER ASTRAGAL,
114'j INSTALLED),
AV 31 'r
(4 0'
POCKET
P-HOOK
FOR
LOCKSTILES.
ASTRAGALS,
FIXED
STILES AND
HORIZONTAL
RA18
SEE NOTES
3&6
BELOW
EXTERIOR
ASTRAGAL
LOCKSTLE
PANEL WIUTH PANEL WIDTH
DOOR FRAME WIDTH
DOOR FRAME VVIOTH
114, Mkx�
E
E 101 Y VA-AUQ
DIST'AICE
FOR TYP ANCHOR TYPE, 2-318'ROW
INTERL SPACING
OCKS
EMBEDMENT AND EDGE.
ONLY DISTANCE PER SUBSTRATE
JL SEE TABLE 1, SHEET
EDGE
L--JL
DISTANCE I
FIXED PA
AND ANC
DETAILS1
2X WOOD BLICKSTRIP r:MEIFDMNT FIXED STILE
OR FRAMING, SEE TYPI. ANCHOR TYPE, EMBEDMENT ......
NOTE 4, SHEET I 2XVJ OB.U1:KFT111
AND F-UGF VISTANCE PER SUBSTRATE, OR FRAMING, SEE
EDGE SEE TABLE 1, SHEET 6
NOTE 4, SHEET I DETAIL 3
I Of TANCE __
... . ..... ...
NON-STRUCTURAL INTO �YC�01) j
ANCHOR
EMBED
MENT 1/4'
MAX.
Ilkllli
DETAIL 2
B
-1 N TE R C. _K
allIRED IF DOOR
HEIGHT 15 DVER UT
INTERLOCK
_D_E_ - T-W IL 3 1
F
IX OR 2X WOOD
INTO MASONRY
IX CKST
SUCK$TRIP SEE
NOTE 4, SHEET I
CONCRET
PERANCHOR
REQUIREMENT
E(CMU
M
E SeDMENT
71,
TYP ANCHOR 7YPE, EMBEDMENT
C8) AND EDGE DISTANCE PER
SUBSTRATE SEE TABLE 1, S14CET a
Q
DISTANCE
EDGE
I
Ina, 16 -
114'MAX
TYP- ANCHOR TYPE, EMBEDMENT
AND EWE DISTANCE PER
SUBSTRATE, SEETABLE 1, SKEETO
D1=CE
2-3fV ROW
8
SPACING
MENT
EMBED
CbNCRETEiGMU
?ER ANCHOR
REQUIREMENT
114- 4AX�
[b E T-A-1 L73
L,--,-
_71
��
NOTES
1) DETAILS APKY TO 2, 3 AND 4 TRACK
11114 4 Rtd Or. Ok,.
CONFIGURATIONS.
OPTIONAL 2) SEE SHEETS 24 FOR ANCHOR LOCATION 8 SPACING. A,
" - ", i
P-HOOK 3)SEE7ABLIFS24FORRIFFINFORCEMEW
@) ArINF. R.VWd9y.' OW& -
REQUIREMENTS.
PLATE (IT LONG, 4) CONTINUOUS ANCHOR PLA71E, ITEM #8, 15 REQUIRED Z 140.
PANEL MOSPAN
AT ALL FRAME ANCHOR LOCATIONS. Z:
5) PANEL WIDTH DOES NOT INCLUDE VeaaIpJ- IF.
P�HOOK
46 REINF., Sa/ ASTRAGAL ADD -ON. INTERLOCK OR
0 EXTERI 'T HORIZONTAL INSTALLATION DE OSOWSKI
OR
PLATE SMS, N.ClK!E , 1 e of
0) ALL REINFORCEMENTS ARE APPROXIMATELY THE
910 X 1-1/4' P-HOOK FULL LENGTH OF THE EXTRUSION- REFER TO TEST 0 f070 TEGWOLOGY DRIVE TNe"
FL
(5) U 2-5/0'O.C. \17 REPORTS FOR EXACT UIMENSIONS� At VENICE. FL 34275 VINYL SGD INSTALLATION GUIDELINES 18/10
P.01 Box 1529
DETAIL I WKOMI�k FL 34274 1 lshwt
INTO WOO A. LYNN LE RE. I S0*0hda-
P,E# CERr. OFAUB1. #29296 _� 570/277012870 1 NTS � 5 OF1 3 FLA-SGD570-01
DETAIL �ETAI L 2A �bETAIL _�Ibj _DET411L�
LT!LO MASO�RY I EwTa�LqPL_j INTO 1��N] IX OR 2X WOOD
TYP. ANCHOR TYPE, EMBEDMENT AND REQUIRED IF DOOR SUCKSTRIP SEE
CONCRETFICMIJ BUCKST NOTE 4, SHiET 1
PER ANCHOR DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 6 EIGHT IS OVER 06'
REQUIREMENT ED% ASTRAGAL ADD�ON CONCRETEiCULI
DISTANCE 9�)9
PERANCHOR
L NON-STRUCTURAL 300 ASTRAGAL ADD -ON REINF.
R
EMBED-
i MENT, EMBEDMENT
REINFORCEMENT SCREW 5
PTIONAL�,. PER ASTRAGAL,
'I REQUIREMENT
/__�70 SMS (�5) - ('�/ i
�-�c) 0 07,
"CUALLY-SPACEDAN �71
1/4' FROM ENDS (FACTOR
4AX WSTALLED, q-,,. 7y� TYRAINICHORTYPIE,EMBEDMENT
AND EDGE DISTANCE PER
ly
SUBSTRATE. SEE TABLE 1. SHEET 8
(D
62g
INTERLOCK
EDGE
EXTERIOR DISTANCE
POCKET ASTRAGA�
P+OOK I— I
LOOXISTiLE
FOR I LWIDTH PANELUD... 14" MAX-
LOCKSTILES. DOOR FRAME WIDTH
ASTRAGALS, DOOR FRAME WIDTH TYP. ANCHOR TYPE, EMBEDMENT
FIXED AND EDGE DISTANCE PER
Es AND 8 UBSTRATE, SEE TABLE 1. SHEET6
HORIZONTAL
STIL
RAILS T_ 7Z'-
EDGE E03E
SEE NOTES
3&6 DISTANCE #8 X 314"SMS REINFORCEMENT DISTANCE
BELOW SCREW; 3 PER RAIL. LOCATE
AT CENTERLINE AND 9' FROI
ENDS (FACTORY INSTALLEEM
2-318' ROW
FOR TYP, ANCHOR TYPE. 2-3/8'ROW
INTERLOCKS EMBEDMENT AND EDGE SPACING SPACING
ONLY DISTANCE PER SUBSTRATE
SEE TABLE 1, SPEET'i
J
EMBED
E()GE MENT
DISTANCE FIXED PANEL CLIP
I AND ANCHORS, SEE STANDARD SCREEN CONCRETEiGMU
DETAILSHEET 7 PERANCHOR
2X WOOD 5UMfRIP REOUIMMEW
OR FRAMING, SEE TYP. ANCHOR TYPE, EMBE DuENT EMBEDMENT EXTERIOR 1W MAX.
NOTE 4, $MEET i 2XWOODBLIC STRIP PANELWIDTH
AND EDGE DISTANCE PER SUBSTRATE,
EDGE SEE TABLE 1, SHEET 6 OR FRAMING, SEE
NOTE 4. SHEET 1 1 DETAI_L_3� '�7 [btTAIL 3
DISTANCE DETAIL 20
1NTE
�_7_ NON-STRUCTURAL LLW0_W9_C0___J 1_i!iLOCK_]
ANCHOR
EMBED_ 1/4'
MENT MAX. NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK
CONFIGURATIONS. ON
OPTIONAL 2) SEE SHE ETS 24 FOR ANCHOR LOCATION& SPACING. A
C5P-HOOK 3) SEE TABLES 2-4 FORRIFINFORCEMENT
REINF�' RECUIREMENTS. Riilftday OaW fl-w-
PLATE(ITLONG,@-
4) CONTINUOUS ANCHOR PLATE, ITEM #13, IS RECUIRED
PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS.
(�@P-HOOK 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR
ASTRAGAL ADD -ON. 410's V �-- Luli,
RUNF, EXTERIOR O)AUREI HORIZONTAL INSTALLATION DETAILS 'J ROSOWSKI
PLATE SMS, 05
_qCKE NFORGEMENTS ARE APPROXIMATELY THE S
#10 X 1AW P-HOOK FULL LENGTH OF THE EX71RUSION. REFER TO TEST 1070 TECHNOLOGY DRIVE 77061; Data:
J I
(5) a 2-51X O.C. REPORTS FOR EXACT DIMENSIONS. IV, 148MCE. Ft 34275 VINYL SGD INSTALLATION GUIDELINES 11118/10
P101 am Jimp
DETAIL 1 /&,SIGN)\ 00 ACK011144 FL 34274 anewhii; No. Row
114TO VMOD A. LYNN MILLER RE.
RE # 50705 CERr. OF AUTR M296 570/277OJ2870 I NTS 5 OF 13 1 FLA-SGD570-01
2-TRACK CONFIGURATION
6"MAX. MAX.
ANCHOR APPROX. 6.
ANCHOR LOCATIONS FOR NON-STRUCTURAL
[ME7JIU� �A LOCATIONS FOR 4EXT' (HEAD A SILL)
BYPASS
POCKET CONDITIONS.
4EXT. I CONDITIONS. 21.6"
1-- -- - ANCHORS INTO MAX,
12' MAX. O.C, P-HOOK. D.C.
J
1 ANCHOR @ CENTER OF I ANCHOR 0 CENTER OF
EACH PANEL SEE TABLE$ ACH PANEL SEF TABLES
FQ7CT_ZL Bill L_ 'G1
EXT.V ON SHEETS 8 & 9. ON SHEETS a 9,
121F MIN. O.C.
ANCHOR$ 0 CENTER OF 2 ANCHORS @ CENTER OF
EACH PANEL. SEE TABL6$
EACH PANEI-5EE TABLES
SHEETS 8 6 S. ON L ONSHEETS8&9.
F�TAIL 321
E V
EXT.V 41 MIN. D.C.
4'MIN. O,C.
3,219"MIN�Q.O.
CLUSTER OF 3
F
ANCHURS 0 "LE STER 0
NCHORS "" STLE
INTLRS15rT1ONS_ o
RSECT E
SEE TABLES ON
T,
EXTY SHEETS 8 & S. EXr.V
WTA.UE 1121 B&S.
4'MIN. 0,C.
4'MIN. O-C,
1 __171 ,
CLUSTER OF 5
ANCHORS @ STILE CLUSTER OF 5 ANCHORS
21 OSMILE INTERSECTIONS.
.31 rD_ET_A__H2Fl
TYR INTERSECTIONS, L L SEE TABLES ON SHEETS
SEE TABLES ON
EXT.T SH LXT.T 899
3.219'MIN DC
O.C.
61 MAX. 6"MAX.
70 END OF al(TOENDOF
ATTACHED JAME ATTACHEDJAM3
ANCI1DR@
FTF !-A I __LF , 5
EXTV ANCHOR @ ILL ENDS,
9"EAD ENDS� EXT.V
t2jg�. SEE TABLE 1, SHEET 6 FOR ANCHOR EIDG� DISTANCE AND EMBEDMENT.
4' MIN
1-375
I'll
E
XT.V
IEEPHOLE PATTERN 24- D.C.
1 DETAI
R
Y
INTO MASI
1;iiUC_kFR1P
TYP. ANCHOR TYPE. EMBEDMENT AND
MIN. 2.7 KSI CONCRETE (9 EDGE DISTANCE PER SUBSTRATE,
REQUIREMENT, SEE
Row
TABLE 1 SHEE
HEAD PER ANCHOR SEE TABLE 1, 8HEET6
EDGE
SPACING-�
DISTANCE
I
EMBED-'
MENT.
MAX
WOOD
BUCKSTRIP,
SEE
IXOR2X
NOTE 4,
SHEET I
FOR
LOCKSTILES,
ASTRAGALS,
FIXED STILES
AND
HORIZONTAL
RAU
WEEPHOLF PATTERN @ SILL ENDS
DETAIL 41
'I
INTO WOOD
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE I,SHEET6
TYR ANCHOR TYPE, EM8EDMENT AND
-318.
EDGE Row I
DisTANCE �\7S
PACING
EMBED�
MFNT
114'
MAX.
#8 X 314"SMS
REINFORCEMENT SCREW;
7 PER STILE, LOCATED AT
CENTERLINE AND 6. 9"&
12- FROM ENDS (FACTORY
INSTALLEDI.
DAYLIGHT _j
X, OPENINGWIDTH.__
DAYLIGHT
-AIL:4- OPENING
E
HEIG14T
OR
PANEL TYPE PANEL TYPE
PO
- - -- W2;
6_
OTHERS
(UNDER L
SEPARATE
<� <�
APPROVAL)
A DETAIL
I SHEEr 6
114TERLOCK
SHOWN
OF
�01`
17L
PA
3A
NE
--------------- -----
------------------------
6"MAX
(HEAD& S1,11i
ETAILCI
DAYLIGHT OPENING IDLO) FORMULAS
WIDTH: PANEL WIDTH - 8-9/19'
HEIGHT: PANEL HEIGHT - a-W16'
PANEL WIDTH
OLD
I
[MIS!HEET
j
PANEL
HEIGHT DLC
I SHEET 5
I
HEAD
6'MAX.
& SILL)
a- MAX.,
(HEAD& SILL)
C3+1 ANCHOR
CS-2 ANCHOR
CON FIGURATION SHOwN
__,"CONFIGBURATION SHOWR
ISEE APPLICABLE OP
(SCE APPLICABLE DIP
TA131-ES 2. 3 OR 4)
TABLES 7- 3 OR 4)
NOTES:
1)FOR ONFIGURATIONS, SEE SHEET 12.
2) FOR ANCHOR EDGE DISTANCE AND
EMBE DMFNT� SEP TABLE 1 SHEET 6.
3) DAYMHT OPENING JDLO) FORMULAS:
WIDT14: PANEL WIDTH - 6016'
HEIGHT: PANEL HEIGHT - 8-91161
I I I I
Reviiied8y, Lin&
ROW.
qN
lk�
5
- C 1112-
t4_ T
$�, �1 ..
ANCHOR LOCATIONS (2 TR.ACKS)
J ROSOWSKI
-4u
-
VINYL SGD INSTALLATION GUIDELINES
E9
11/18110
1�/l 8110
FLOW
'q -, - ,
S/ONP,\-
VM= FL 34276
P.O. E!QK 1529
MWCW14 rL 34274
SheaL
D.W*w
A. LYNN MILLER P I-
57012770/2870
NTS1
2 OF 13
A-S7G
FLA-SG, 0-01
7 L 1)5�0_01
D57
SILLRI ERVARIES
WITH REGUIRED
POSITIVE DESIGN
[�J -I
"I PRESSURE, SEE TA13LE
CO - - EE NOTES It A, SHEETS 9 & a.
-ME
HEIGHT, PANEL i L3
3&6
HEIGHT U3
BELOW X
2
@)
TABLE$ Z
2,3&4 < FRAME
U71
HFIGHT -
2-10
4.51W
Ato RISER RISER
4-1(21
RISER
DETAIL 4
NTAD MASONRY
TYP. ANCHOR TYPE, EL48EDMENT AND
SEE TABLE 1, SHEET 6
-EDGE DISTANCE PER SUBSTRATE,
EDGE
STANCE
\ " W D
I rAll IN
1W
NAX,
TABLE 1, ANCHOR TYPES:
DittAIL 4
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE
SEE TABLE 1,.9HEET
EDGE
CISTANK.X
1/0'MIN. 605345
ALUMINUM SUBSTRATE
METAL SUBSTRATES TO HE PROPERLY DESIGNED
TO TRANSFER LOAD IMPOSED ON THEM
TYP. ANCHOR TYPE, EMBEDMENT AND
SEE TABLE 1, SHEET 6 10 GASTEEL STUD OR A36
EDGE STRUCTURAL STEEL
DISTANC_�� SLM38TRATE
EDGE DISTANCE PER SUBSTRATE,
E
'DETAIL 4
METAL SUBSTRATE DETAILS SHOWN FOR HEAD
(SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL,
EXCEPT POCKET JAMB)
NOTES
1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2) SEE SLIEL IS 24 FOR ANCHOR LOCATION & SPACING.
3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREVENTS,
13 4) CONTINUOUS ANCHOR PLATE, ITEM ft, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS.
101102 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCH OR ASTRAGAL ADD -ON.
6) ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRLISION. REFER TO
8) TEST REPORTS FOR EXACT DIMENSIONS.
VIN111 All
GROUTAS
114" EE ST4SE
114'
MAX. I
MAX, A.W.Mdar. Dahr
;EDE",
.�OTE 5
SHEET' 551 cIr
1
MIN 27
CONCRETE di _k
: LU
Description. ui� W.
EDGE 2X WOOD BUCKSTW EDGE
SILL PFR ANCHOR OJSTANrF
DISTANCE REQUIREMENT. OR FRAMING, SEE of VERTICAL INSTALLATION DETAILS
NOTE 4, SHEET I TYP, ANCHOR TYPE, EMBEDMENT J ROSOWSKI
TYP, ANICHOP SEE TABLE i, j jr 7-
ANDE 5HIZET 5 AND EDGE DISTANCE PIER 0 1070 7EC"AMOGY DRAIE rieff.,
SUBSTRATE, SEE TABLE 1, SHEET 5 SUBSTRATE, SEE TABLE 1, SHEET 6 It VENICE, FL34276 VINYL SGD INSTALLATION GUIDELINES 11118110
-UE-Tafc-5� I DETAIL 5 1
P.Q BOX lag
rTNT_0114A�6-7Y L_��O -IDOO PWOKOMIS� FL W74
j A. LYNN MILLER, PA.
P.E.# 58705 CCRT OF AU774. #29M 570/2770/2870 NTS 6 OF 13 FLA-SGD570-01
Type
Substrate
Anchor
MI I
Emeba mum
edment
Min, Edge
DIMnee
A
P,T. Sauthem Pine
(60"55)
#12 Sheet MeIA Screw fGS)
1-315"
314
1114'r-Ten Uitil;Gon
i-1/r
11-3/4"
1/4" Eiro CmIL-Flex SS4
-
1.112"
1-3t4"
AlLonimmn, 6063-T5 min.
412 Sheet Metal Screw (G5)
0.125"
112'
n.
e rew
A35 Steel
4112 Sheet Metal Screw IG6)
189a(0,0451')
112,
B
P.T. SuLthem Fine (SG ZS)
#12 Wood Screw (G5)
314'
Gamete CmIn. 2.7 W�
1W Elco UttraCan
1.318.
1.
C
Concide On. �35 kai)
IM'Elcu Crate -Flex SS4
1�3M'
1.
UngraAed CMU. Jarribs Only
(AS] M 0�90)
1W Elco UltraCon
11,V'Elce Cmie-Flex SS4
I-Itt'
1-114
1.
Comme (min 2,7 Is,
1/4' Elco UftmCon
2-1/7
Concrde (min, 3.35 ksl)
1W Elco Qeta-Flex 984
1-311"
2-112"
Ungrouled CMU, JaMb5 Ordy
(ASTIM t,-uuj
114* EIC:0, U11raCoij
-14'
2-112-
IW'Erca CrewFfex SS4
1-114"
KLYSTON
D,,-t un, Ti- It:
CERT]FICATION AUTHORIZAnON REPORT
FRNI B 1 -02
FMA Keystone Certification Program
Certification Authorization Report
OAR & Product ID Number 190 - 263
CAR Issue Date: 12/1412010
CAR Expiration Date: 11/11/2014
Company Code: 190
This Cerfification Authorization Report (CM) is issued by KP_,,-,1ona GR.rtficajons Ine MCI) after fu I validation review
of three oroduct qualification documents for 9-te product narned below. This report is only val.d when Signed by tlre
K(
-"esid ant o :1.,gnd nd cates -hp pror,.uct as mantfla.C.tUrF-d by the company named belcroi has been tested and meets
-he requiiamEnis of thra referenceii standa�c a��d.s ehig.ble for the application Of FMA Keystone Certification Program
certification labels. Licensee stipu tales in affixing certification la be s to pi, oducts. that 9-ose prod u cts ai e r op re se ntat ive
of the spearrien evaluated and documented fo, certification au-itionzation. Only products bearing such a cert.ficadon
label shall be --onsidered cer-Med. The nfo, -nation in this report can be verified at w,,,W-k-eystonecerts-com.
Company Information:
Product Information:
PGT Industries
Moda:
470/570/2770/2870 Impact PVG SGD w/As
1070 Technology Dr.
Operator Type:
SID
PO Box 1529
Configuration:
H/J/S/AsUCIip1AII,GS-15/32 HS/Ann Lam 1
Nokomis FIL 34274
M a.x 'A' idth:
203
Max Height:
96
--rproduct Rating:
Ref@renced Standard:
ASTM E1886/E1996-05 Missile Level D, Wind Zone 4, DP +1-60, 203x96 XXXX
Qualifying Test Information:
Test Report No:
Test Reoort Expirat
FTL-6376/6377
1111112014
Authorized Signature:
';V� "q
_Ike st-nerpr.scorn
Keystone Certifications, Inc.
1790 Old Trail Road, Suite D
Ettars, Pennsylvania 17319
Phone: 717-932-SSOC
Fax: 717-9:32-5501
PRODUCT APPROVAL
PGT WINDOWS: FL239.2
PGT SLIDING GLASS DOOR: FL8208.2
OVERHEAD DOOR GARAGE DOOR: FL14170.3
PLASTPRO ENTRY DOOR: FL1 5180.11
CERTAINTEED SHINGLES: FL5444.1
ACM SOFFITS: FL12019.1
POLYGLASS PEEL N STICK: 5259.1
XXXX
i or HM
Cn
6. —
MAX.
MAX,
MAX.
T_
10.
MAX
Lu
w
MAX.
— 52 10 MAX —
40"FIXED WIDTH E)LQ
SIFF SHEET 0
- FOR ANCHORAGE -
REQUIREMENTS
0
X
45 W4' SAISH W(DTH OLO —
BOXFRAME
MAX. 51ZE = 52.126' X 75..
61
M".
M 314'
FIXED
HEIGHTDILO
--55 3M" FRAME O.D,
�52 110'MAX
— 4W FIXED WIDTH VLO
M", 4 10 O.C.
TYR RM. TYP.
7
78 lip
FR"E
33 W4�
BASH
14FICHT DILO
_u
I
FIXED
HEIGHTDLO
0 M-1
33 ;W
X
..rLwlyira "ItIt 0� Marla gk
4.
46 31-V SASH WIDTH DLO MAX.
M
Typ.
INTEGRAL FIN
MAX. SIZE = 52.125'X 75' -.10AIlto,
NOTE-
1. FOR BOX FRAME SECTIONS 85 E SH EET 13 AND 04CHORAGE INFORMATION SEESHEETS 9 AND 10.
2. FOR INTE G RAIL F1 N FRAME SECTIONS SEE SHE ET 6 AND ANCHORAGE INFORMAT [ON SE In SHEET1 1.
p-ITS-P a"' 0*0.b..
Ad, II&SM A PERMAM�-VADELETTERnATED RWIoM
04p, 110110TECHNO
Ad folaw DRIVE !1117T ELEL
9 AWffl101MX MCKOM IS, FL34;
fww,
ji I&MMI 0 AID CHANCE THIS $MEET
P.O. wX Whyl
ommilly m1a NUKOW9, FL 34274 lrdjj�,�y arrfim-
Ra OW17M
Kh"NPAP2
w
w
"""uuunuummu
muumuu
m
WORN
g
M
Mwo
Example, 52.125 x 75 For 111 Wndow 5
Z*uzAnchorG requirecl in the hand
Anchors required belany ft WM
Anchors requfrud above the WR
Pxample: 32.125 x 62.500 For View V&dow a
)Z�_ Head-
Fixed -
NOTE FOR VIEW WNDOWS USE VIBN FIXED VVINDOWHEIGHT FOR AWAOR QLANTITY IN HEA 1) A NO
ABOVETHEMTR, AND Lk&E THE VIEW SA61H WINDOW HEIGHT FOR ANCHOR QUA NTIT-( SELOWTHEMITR.
MAXIMUM HEIGHT FOR VIFW WINDOW IS 62 1/2".
NOTE-. FOK VIEW VVINDOW THE! LARGEST CAN NC`T EXCEED THE TF-5TM SIZE
ZOWMA OAT
U.0.
wway. DM ftuftw
AMI
114 .. Mw SHIM — � �--
31-81 M I "_
29 W001? PIOCK
(SEE NcTfi; -3)
QPTiQ"AL
FLAVOE
SCREW
OFTJW*� -ANOIF
WWRIIIII. FL 3421PS;
M2"'
NO. Box 1420
'p
NOKQrfill� Vh" aff4rar
910 SCROW
2n W000 SUCK
(5EE NM 0)
= r__1 UVIWN.
JAMB Wi BOX FRAME HEAD W1 13OX FRAME
THRQUOHFRAME IN702x WOOD THROVGH PRAME INTO 2x WOOD
IN WOOD DUCK
SEE 40712
11811 MIN.—
�_M, MIN
I i4l, Mkx. $HIM
OFT(OVAL
ON
MAX,
I fn SHIM
I
Oung Window, Larw Afissife
;;rs pz , 11 F.Vrm 5191-1
uj
0'
I oN On,
A. WILLOA'KIF,
� FLP.E.058705
ANCHORAGE NOTES FCR BOX PRAME:
I- ANCHOR TYPES: I -WIM" LILTRACONS
2 - fig $CREWO
2. ANCHOR I-CCATIONSARE BASEDON THE
FCLLOWIING DIMENSIONS,
HEAD - 6` "AX� FROM TOP CORNERS
JAMBS _ WMAX. FROM TOP CORNERS*
('NOT TU EXCEDE 114 OF TOTAL LVINDOW HEIGHT)
G" MAX FROM BWOM CORNERS
4" MIN. BELOW MTG. PAIL
311. - ANCHORS NOT REQUIRED
1. INSTALL PER THE ADJAC�Nf TABLE ANCHOR
011ANTITIFS USING THE DIMENSICNAL CRITERIA Or
NOTE 2.
4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
OPTIONAL FLANGE.
.5. FOR INTEGRAL MAIL FIN FRAME AVCHORAGE. SEE SHEET 111.
111 WiNbOW
fi2 1W
TO"
VIEW WINDOW '1101-PLICTREW&W
CUMOVftwlth Us Florida
Ndwhig Vvde
Al"qnfinw rN40
E. 'ralion 41-
W�
By
trop dw 110
FIXED
AN SASH
NO,65705
0-
s-rA 0 F
ANCHORAGE SPACING
Vinyf:2��e Hung Window, Large MissUe Ltryoqct
shm INTS 9 11 A. 1IL'IL& P.E.
I— - FL P.El 58705
ixwml) buw
mii
OPTIONAL AANOIE
JAMB Wi BOX FRAME !H EAD WJ BOX PRAM2
THR0tfG__HFRANE INTO CONCRETE THROUGH FRAME INTO CONCRIETE
Ix BUCK OPTIONAL ix 6WK OPTIONAL
NOTES:
1� FOR CONCRFTE APPIL)CATIONS IN WAMI-DA05 COUNTY. USE -ONLY MIAMI-DAM WUNTY APPROVED V16- 4LTRACON. EMIREMB 1 3X' NIN., DISTANCE FROM ANCHOR
TO ODIVCRETE EUGE 16 I'MIIAMILIkil.
2. Fk')R WWO APKICATIONS IN MIAMI-I)ADE COVNTY, VSr= #10 STEEL SPREW, EMSEPrmD 1 &W M[N..
3, WOOD BUCKS DEPICTED)IN THE SECTIONS ON THIS PAGE 0 Ix AqE BUCKS WHOSE TOTAL THICHNESS IS LESS THAN 11 ir� ly WOOD BUCKS ARE OPTIOWL If ONF7
CAN BIE INSTAILLUE) DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED, AS 2x ARE I 112"TiACK OR GREATI�R. INSTALLATION rO THE SUBSTRATE OF WOOD
9U0<9 TO 04 EN&NEURED BY OTHEkA OR AS APPROMW bY AI)TAOkrrtf HA14NO aVFkI8DId1-10N.
4, FOR ATTACHMFKT ro ALUMINUM THE MATERIAL SHALL UE A MiNIMUM STRENGTH OV- OM-Tb AND A MINIMUM OF lffl` THICK, Thk ALOMINUM SSsI0C1kJRAL MEMBER
SHALL 8E OVA SIZE TO PROVIDE F4jL 5Uf1f1QRT TO THP MINI)OW F�RAMr=,91MILAR TO THAT,5HOWN IN THEIIE DETAILS F OR 2K WOOL) SUCK5. THE ANCHOR 31 [ALL
BEA 011) SHEET METAL SCREW WIT14 FULL ENGAGEMEW1 INTO 7HE ALOMINUM. IF THJ�SE CRITERIA, ARE MET, THE RESPECTIVE DES-13N PRESSURES AND ANCHORAGE
SPACING FOR UlrWOWS MAY BE USED.
WF,7—,
11 IrAu A FFRLW#-DAML9TTjM 6ATED, fW4jW
M�Ivm- Nhaww Im T9CRMX00y DRIVE AIVCHORAGE DETAILS - BOX FRAME
�twm b Na~gff TM 45PIEFT MMUM.Ft."In w
WJWF_ MOW= Vinyl Single t�M Window, Laige MISS& In
f"rml C w CM W-1 WS SmEr n,
.Dr r% --p NOKIDMI% FL34274
X_w — pl�49- 1
vR�>I)UCT pkvwo.
4.0jing Code
iE
13Y
114" MAX. SHIM-1 [-
2x WOOD BUCK
(SEE NOTE 2)
1/8"DIA. x 1 10'NAII,
V'MAX
CORNER & 4 Ij
OPTIONAL
T I FLANGE
1/81' DI& x I 112'NAIL,
2 IN MAX, FROM
CORNER &4
OPTIC MAL FLANGE -4
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
2x WOOD DUCK
NOTL2)
OPTIONAL
14" FLAN13E
Wj
11M
lffl'DIA. x I W'NAIL.Z
V MAX. FROM
1/4' MAX,
T Him
I
CORNER & 4 I)6'0,0,_ I 2x WOOD BUCK
(SEE NOTE 2)
HEAD W/ 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 IW Olk X 1112" NAIL.
2, WOOD BUCKS DEPICTED IN THE SECTIONS ON THtS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LE89 THAN 11/2", 1x WOOD
BUCKS ARE OPTIONAL IF LIMIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1112* THICK OR
GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS ORA$ APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MIMMUM OF Iff" THIOC THE
ALUMINUM STRUCTURAL MEMBERSHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. THL ANCHOR SHALL LIE A ff10 SHEET METAL SCREW WITH FULL ENGAGEMENT IP.ITO THE ALUMINUM.
IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS, IAA`� BE USED.
EX w - -_ — —_ V--W-
viam A I PER MLWOADELEITERDWED IMIAV 1070MCHWIL015YOR ANCHOR4GE DETAILS -
IZ161 I _ujN0aWiGETR1SSHEfiT NOKOMIS IN 34276
KK . powrow, I I . . -tP,-.A
P.O, LIO)l lido
NUKONgd, JR. 34274
wsi* Better I —8Z 1-14TS 171 - 11
WMIAM NUAMI-DADECOUNITY
4—
D PRODUCT CONTROL SECTION
DF.PARTlVfFXT OF PERM I'TTING, ]ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA)
PGT 14ust-jiCA
1070 Technology Drive
North Venice, F1, 342 75
SCOPIrz
This NOA is being issued under the applicable ruLes and rogulations goveming the use of oonstruotion
niatericJs. The doeunientation submifted hai; bean reviewed and accepted by Miami -Dade County PERA -
Produrt Control Sccdon to be used in Miami Dade County and other areas where allowed by tho Auffiority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiratiun date stawd below. The Miami -Dade County Product Control
Section (In Miami Dade County) andiar ffie AHJ (in areas other than Miami Dade County) reserve the right
to have this produrt or matorial tosted for quality assurance purposes, If this product or material fitils to
perforin in the accepted manner, the manufacturer wif] ineur the expense of such testing and the A H) may
immediately revoke, modify, or suspoud the use of such product or matorial within flicit-jurisdiction, PERA
reserves the right to revoke this acceptance, if it is dewrinined by Mianii-Dade County Product Ccifttwi
Se*tion that "s product or material fails to meet the rrqujrement�q of flic 4pplicable building code.
This product is approved as described herein, and has been designed ta comply with the Florida Building
COde, including die High Velocity ffurri cane Zone.
DESCRIPTION; Series "SH-W Vinyl" White PVC Single Hu,ij; Window - L.M.1.
APPROVAL DOCUMENT: Drawing No. 51 91-1, titled "Vitiyl Single Hung Window, Large Missile
Impaof', shoots I through 11 of I ],dated 08107108 with revision C ditted 10107/11, prepared by
inanuflacturor, signBd and waled by Anthony Lynn Miller, RE., bearing tho Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and cxpiration date by the M iami-Dade
County Product Control Section.
MISSII,E IMPACT RATING: Lurge and Stuall Mufle ImplactResistant
LARELTNG-� Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modellseries, and follow6g swerrient: "Miami -Dade County.Product Control Approved", unim othorwise
noted liercirt.
P*=,WA1, of ibis NOA shail bo considured BftCf a Fenewal application has been filed and thore has been
no change in the applicable building code negatively affiecting the performance of this prodwt.
TERMINATION of this INOA will occur after the expiration date or if fliere has been a revision or change
in the materials, use, andlor manufuture of the product or process. Misuse of this NOA as an endorsment
of any product, for sales, advertising or any other purposes shall IIIILICOMatiCally terminate this NOA. Failure
to comply with any swtion of this NOA thall tw musc ror tormination and runoyal of NOA.
ADVERTYSEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and
follawed by the expiration date may be displayed in advertising literature. If any poilion of the NOA is
displayed, then it shall be done in its ontirety.
INSPEC11ON; A copy of this entire NOA shal I be provided to the user by the inn nufactureT or its
distributors and sball be available for inspection at the job site at the request of the Building Official,
'11tis NOA revises NOA 4 08-0820.14 and consists of this page I and evidence pages E- I and F,2, as wel I
as approval dowment niontioned above.
The submitted docurnentation was reviewed by Mauuel Perez., P.E.
NOA -No. 11-1013.19
Expiration Date: January 08, 2014
Approval Date.- December 08, 2011
Pnge I
`,091JCTREVLSW
,i=)pjy6&,wilhdS
aluldiagoAc,
Amept=001,10 8-101S,
I LYNN
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'310NAU
A LYNUMIWA', RE.
FL P.E.# 58705
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8
7 1
6
> NOTES
"FAT' TRACK TYPE SHOWN BELOW
NOTES,
1. IMPACT RESISTANT GLAZING OPTION- IMPACT
13 CA HORIZ ANGLE
RESISTANT GLAZING SYSTEM MAY BE INSTALLED
IN TOP OR INTERMEDIATE SECT10N (WITH OR
WITHOU! DECORATIVE INSERTS). GLAZING SHALL
13 GA FLAG ANGLE
BE 1/4 POLYCARIPONATE. MAXIMUM GLAZING
DIMENSIONS SHALL BE 12.41' x 18.53" CUTOUT,
FASTENED 'WITH #13 X 1- SMS: 3X ALONG THE
16 GA MIN HORTZ
HORIZONTAL AND 2X ALONG THE VERTICAL. SEE
TRACK
DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS.
2. NON -IMPACT ROSTANT GLAZING OPTION -
5/16xi-5/8"
LAG SCREW (MIN 4
.090' MINIMUM SS9 GLAZING IN MOLDED FRAMES
AS SHOWN)
SCREWED TOGETHER WITH A MINIMUM OF (10)
#Sxl" SCREWS INSTALLED IN TOP OR
(4) 1/4-2Ox9/16" LARGE
INTERMEDIATE SECTION (WITH OR WTHOUT
HEAD TRACK BOLTS OR
DECORATIVE INSERTS) MEETS UNIFORM STATIC
1/4-20 STUDS WITH
WIND PRESSURES SHOWN ON THIS DRAWING,
1/4-20 HEX NUTS
GLAZING SHALL HAVE A MAXIMUM HEIGHT OF
10.69" AND A MAXIMUM LENGTH OF 16-94'.
15 CA MIN VERT
GLAZING IS NOT IMPACT RESISTANT AND DOES
TRACK
NOT MEET THE REQUIREMENTS FOR WIND-BORNE
DEBRIS REGIONS.
1/4-20xg/16" TRACK
BOLT AND 1/4-20 HEX
3. VINYL OR WOOD DOOR STOP NAILED A
NUT AT EACH J8-US
MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND
JAMB BRACKET LOCATION
BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET
NEGATIVE PRESSURES.
5/16xl-5/13" LAG
4' KEY LOCK, SLIDE LOCK, OR OPERATOR
SCREW AT EACH
REQUIRED.
JAMB BRACKET
C
5 LOUVER OPTION - .040" MINIMUM LOUVERS IN
M'OLDED FRAMES SCREWED TOGETHER NTH A
MINIMUIV OF (10) #Bxl" SCREWS INSTALLED IN
THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT
RESISTANT AND DO NOT MEET THE
15 CA STIFFENED
HLUUIREMENIS FOR WIND-BORNE DEBRIS
JAMB BRACKETS
REGIONS.
SEE SCHELDULE FOR
6. SECTION STEEL TO HAVE A MINIMUM 26 GA
QUANITY, LOCATION,
AND TYPE
THICKNESS.
7. THE DESIGN OF THE SUPPORTING STRUCTURAL
KEY LOCK OR SLIDE
LOCK ONE END (NOT
-----
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
REQUIRED WITH
STRUCTURE AND IN ACCORDANCE WITH CURRENT
OPERATOR - SEE
BUILDING CODES FOR THE LOADS LISTED ON THIS
NOTE 4). SLIDE LOCK
DRAWING.
SHOWN FOR CLARITY
a DOOR JAMB TO BE MINIMUM 2x STRUCTURAL
GRADE LUMBER . REFER TO JAM96CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
NOTE� (4) SECTION S NO
STRUCTURE,
DOOR SHOWN. SEE SH Et T
-BAR LOCA�',
2 FOR U DNS
9. FOR LOW HEAD ROOM UFT CONDITIONS. TOP
ON DOORS WITH OTHER
BRACKET SHALL BE A 13 CA THR 7/4 TOP
SECTION QUANTITIES AND
BRACKET WITH A MINIMUM OF (3) 1/4-140/8"
SEE NOTES 1 AND 2 THIS
B
SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE
SHEET FOR GLAZING
BRACKET SHOWN ON THIS DRAWING. U-BAR ON
OPTIONS.
TOP SECTION SHALL BE INSTALLED ON TOP OF
LHR TOP BRACKETS.
10. IN LIEU OF THE SHORT PANEL EMBOSSMENT
SHOWN, LONG PANNEL EMBOSSMENT. V12 PANNEL
NO� OF JAM
EM13OSSEMENT OR NO EMBOSSMENT MAY BE
DOOR
110� OF
BRACKETS
USED.
HEIGHT
SECTIONS
(EACH JAM
FAT-7
A I
I
13 CA ROLLER SLIDE ATTACHED TO
BRACKET WTH 5/16-18 BOLT & NUT
IN CENTER SLOT AND 1/4-20xg/16"
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO AUGNlNG HOLES
13 GA COMMERCIAL 'A' FRAME
TOP BRACKET ATTACHED WITH 7�
(5) 1/4-140/8" SELF
DRILLING CRIMPTITE SCREWS
ADD (2) 1/4-147/8'
SELF DRILLING CRIMPTITE SCREWS
(INSIDE OF EACH END HINGE) 16 CA END STILE-
2 IN LON WINOLOAD ROLLER
LOAD ROLI-EIR
NTH 4-1/2" STEM
14 GA WIDE BODY END
TINGE ATTACHED WITH
'4) 1/4-14.5/8" SELF
TAPPING SCREWP
18 CA NARROW BODY
INTERMEDIATE HINGE
ATTACHED NTH (4)
1/4-14x5/H- SELF
TAPPING SCREWW)—����
14 CA BOTTOM BRACKET
ATTACHED MTH (2)
1/4-140/8" SELF DRILLING
CRIMPTYTE SCREWS AND (1)
1/4-14x5/8" SELF DRILLING
TAMPER RESISTANT SCRE
2
J
20 CA CENTER STILE OOR
(D
ID
JAMB BRACKET SCHEDULE
8
B)
LOCATION OF CENTFRLJNE OF JAMB
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS ± 2")
2"
(JB-US). 10 (JB-US), 21-3/4" (JB-US), 29-3/4" (JB-US), 39"
(Ja-US), 48" (JB-US), 57-1/4" (JB-US)
2
I
STATIC PRESSURE RATINGS
APPROVED SIZES
DESIGN PRESSURE(PSF): 46/- 52
MAX WIDTH: 9'
MAX HLICHT: 14'
IMPACT/CYCLIC RATED: YES
MAX SECTION HEIGHT: 21"
It
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6-6 4 INGR�16 5" (STD), 22" (STD), 35 3/4- (STD), 54-3L4- (STD), 67- (STE), 73- (STD)
7--0" 4 FAT-7 2" (JB-US), 10" (JB-US), 21-3/4" (JB-US). 29-3/4" (JB-US), 42' (J8-US), 52-1/2" (JB-US), 63-1/4" (JB-US)
NGR-6 5' (STO), 22" (STE), 35 3/4" (STD), 54-3/4" (STE), 67" (STD 73 STE)
9-USL614 U S),
FAT-8 2' J US 5' JB-US), 54-IZ4" (JB-US , 74-1/2- (JB-
14 CA MIN NGR-7 t5iu lu B; J� 73-' 0
5 ' I S2_3���T:TT�D_67�- SM ,
7�-6" 5 T 2'��I"� _3U5N74-T'A)�'
H�EAD&PLATE 5 FAT-8 'Z (JU-MJ, JU t,d-U�0. 21-5/4 X9544 �JH-U�,�, �5!� t-JB-Ub), 48 (ib-u�D, 57-1/2" (JB-US), 7
___NGR-7 5" (STD), 22" (STD), 35 J/4- (STO), 54-3/4'" (STD), 67" (STD), 73" I(STDI, 82" (STD3
NQTE� k —8-01 - SEE NOTE BELOW
(J13 AND ING-R) FOLLOWING DIMENSION DENOTES SOOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2Ox9/15" TRACK BOLT AND NUT AS SHOWN ABOVE. MARK A. SAWICKI, PE
16 CA HORIZONTAL ALL DOORS GREATER THAN S' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. 2501 S. STATE HWY 121, SUITE 200
TRACK LEWISVILLE, TX 75067
LAG FL PE 72613
SCREW 15 CA MIN TX PE 106291
AT EACH TRANSITION ELLIPSE A
JAMB rT SERES 170-1 77� 180-187 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR 0
BRACKET 16 CA MIN VERT VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS-
B2RACK SUPERIMPOSED DESIGN PRESSURE 1
12 THE DRAWINGS AND ALL OTHER INFORMATION CONTAINED HERON ARE THE CONMENITIAL AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFFILIATED COMPANIES. THIS DRAWING
CA JAMB LOADS ON SUPPORTING STRUCTURE AND INFORMATION, IN WHOLE OR IN PART, MAY NOT 13E COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION. NO DISCLOSURE OF
R R
ACKETS SEE ANY OF THIS DRAINING OR INFORMATION 15 INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT FOR ANY PURPOSE W17HW THE SPECIFIC WR17TEN CONSENT OF OVERHEAD DOOR CORPORATION.
SCHEDULE FOR DOOR DOOR I FINISH vi-I — — —
QUANTITY, WIDTH HEIGHT UNIFORM LOAD EACH JAMB (PLF) HOLE DIAMETER WHOLE SERIES 170, 180WL
1 4� IN/A 0. TAYLO
LOCATION AND 1Z::::J 4/OP3 NVMOERS: t .2 _ �8� ';W ` R 10/15/10
�7 UL WS9, 9' W WIDE
IT
TYPE 8'-0" 184.0/-208.0 .251ERT02500 +.006/-.003 X UNIT OF
"NCR" TRACK TYPE It +207.0/-234.0 --------- XX M 1D/25/10
-03 MEWJRE
OVER .500 +.005/0041 M. SAWICKI T Z71
_XXX .010 CAC NONE D-41 1043 1 ol/u/[ 1 63 83d
ANGLES 51 F. TJONG N,T3. I or 2
REF DING USED ON FACh 11/23/10
SNOISIA38
7 6 5 4 3 2
110
Z
9
,=IAi 'SNOLLV331 31U_S TIV IV
SM380S HilidNIND ON1111M]
J-135 .?/LXt1I,-�1L W
HIIM SHVa-n H3VI1V
LNMOHS SV OliV301
save-n isx oe vo oz s (s)
HIM SHOOT NOLLD3S (0
LNMOHS SY O31_VDOI
S�jven ISx 08 vo oz C (z)
H.LlM S�1000 1,1011.319 (9)
NMOHS SV (131VO01
s8vg-n 15X 09 VO CC C (9)
HIK S�fOOO NOLL03S (9)
LUOHS SV (13-LVOCI
smva—n Ism Og Vo OZ c (6)
HIM S8000 INCIL03S (L)
NMOHS 5V 031V30`1
Sbya-rl IS>1 08 VO Q� 17 (al)
HIM S8000 NOLL03S (8)
3WffVT17-NF8-7
_17
9
1.01
18
3iVND88VDA10d JI/
M380S IV13KL33H
qWVM4 mniNqih
V_VV_M
3NV8J
AkAIX3
co
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S3ICN
0
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A - S
4%
The Genuine. The Original. -`GE se.. 2 3
7". 61 4
op
2
-- ---- - INT
Overhead Door Corporation �41,
0'o A� -ATE OF
2501 S. State Hwy 121, Suite 200 1 .1 � �P % S1
Q:
�V4
Lewisville, TX 75067 16 .: %.
Phone 469 549 7100 1i -STATE OF 4U
Fax 469 549 72BI
—overhia.ddoor.c.rn Jamb Attachment 201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
R Method of securing the door to the mounting stir -face is cleta h n Supplement, P/N
0 k iled in t
Narcoossee Rd. Orlando, Fl 32822.
th O�AL 4111241. 3. Test reports 85948.02-601-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
November 13 2012 2. SCOPE OF EVALUATION 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
Product approval 9N-3, were used to analyze the doors and make the wind load designs. installation instructions/draWngs and this report. Florida Building Code 2010 Edition and/or Standards
Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these 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
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 ANSI/DASMA 108
To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA115
TAS 201,203
SUBMITTED BY; 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
Overhead Door Corporation General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
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 Corporation, 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 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition lisled 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 ASTM A525 made For Series Number Shown in Table 1
up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS
Reference Table 1 for product names �11-;I on'll on � q4 1 rit fil A IF ; +k;
Section Type
Z
9
,=IAi 'SNOLLV331 31U_S TIV IV
SM380S HilidNIND ON1111M]
J-135 .?/LXt1I,-�1L W
HIIM SHVa-n H3VI1V
LNMOHS SV OliV301
save-n isx oe vo oz s (s)
HIM SHOOT NOLLD3S (0
LNMOHS SY O31_VDOI
S�jven ISx 08 vo oz C (z)
H.LlM S�1000 1,1011.319 (9)
NMOHS SV (131VO01
s8vg-n 15X 09 VO CC C (9)
HIK S�fOOO NOLL03S (9)
LUOHS SV (13-LVOCI
smva—n Ism Og Vo OZ c (6)
HIM S8000 INCIL03S (L)
NMOHS 5V 031V30`1
Sbya-rl IS>1 08 VO Q� 17 (al)
HIM S8000 NOLL03S (8)
3WffVT17-NF8-7
_17
9
1.01
18
3iVND88VDA10d JI/
M380S IV13KL33H
qWVM4 mniNqih
V_VV_M
3NV8J
AkAIX3
co
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S3ICN
0
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A.
A - S
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The Genuine. The Original. -`GE se.. 2 3
7". 61 4
op
2
-- ---- - INT
Overhead Door Corporation �41,
0'o A� -ATE OF
2501 S. State Hwy 121, Suite 200 1 .1 � �P % S1
Q:
�V4
Lewisville, TX 75067 16 .: %.
Phone 469 549 7100 1i -STATE OF 4U
Fax 469 549 72BI
—overhia.ddoor.c.rn Jamb Attachment 201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
R Method of securing the door to the mounting stir -face is cleta h n Supplement, P/N
0 k iled in t
Narcoossee Rd. Orlando, Fl 32822.
th O�AL 4111241. 3. Test reports 85948.02-601-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
November 13 2012 2. SCOPE OF EVALUATION 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
Product approval 9N-3, were used to analyze the doors and make the wind load designs. installation instructions/draWngs and this report. Florida Building Code 2010 Edition and/or Standards
Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these 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
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 ANSI/DASMA 108
To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA115
TAS 201,203
SUBMITTED BY; 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
Overhead Door Corporation General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
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 Corporation, 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 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition lisled 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 ASTM A525 made For Series Number Shown in Table 1
up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS
Reference Table 1 for product names �11-;I on'll on � q4 1 rit fil A IF ; +k;
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
V12
177
Insulated
25 Ga
Short Panel, 1-5/8" Insul
180
Long Panel, 1-5/8" Insul
181
V12,1-5/8" I nsu 1
182
V5, 1-5/8" Insul
185
24 Ga
Short Panel, 1-5/8" Insul
183
Long Panel, 1-5/8" Insul
184
VS, 1-5/8" Insul
186
V12,1-5/8" Insul
187
Door Track
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 velical tracks
are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
installation instructionsfdrawings.
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/Ai'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 glazing 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
top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
ly
for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass
N size limitations.
Wind Load Bracincl
All drawincs listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
Virindload
Specification
Option Code
Maximum Size
Positive
Design
PSIF
Negative
Design
PSF
Reinforcement
Glazing
Available
(Yes/No)
Door Impact
Resistant
(Yes/No)
Width
H�
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
3", 20 gage U-bars
Yes
No
411041
91-01,
14'-0"
26.90
30.80
3", 20 gage U-bars
Yes
No
411042
91-01,
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
16'-0"
14'-0"
12.40
13.80
3", 20 gage U-bars
Yes
No
411045
16'-0"
14'-0"
15.30
17.00
1 3", 20 gage U-bars
Yes
No
411046
161-0.1
14'-0'1
23.00
25.00
3", 20 gage U-bars
Yes
No
41104711)_
161-0"
14'-0"
30.00
33.50
3", 18 gage U-bars
Yes
I Yes
411048l')
16-0"
141-0-
34.40
38.30
3", 18 gage U-bars
Yes
Yes
10490'
16-0"
14'-0"
46.00
52.00
3", 18 gage U-bars
Yes
Yes
411050
181-0"
14'-0"
12.40
13.80
3", 20 gage U-bars
Yes
No
411051
18'-0'
14'-0"
18.50
20.70
3", 18 gage U-bars
Yes
No
411052(")
18'-0"
14'-0'
34.40
38.30
3", 18 gage U-bars
Y s
Yes
2
-0.
81-01,
34.40
38.30
3% 20 gage U-bars + (1) Aluminium Post
=es
Yes
-0.
81-01,
46.00
52.00
3", 20 gage U-bars + (1) Alunninium Post I
Yes
Yes
.y , . — �u . a Z;V - t emanuacturers mostreceni. inlormation is acbrect reterenceto trio 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 identificaton.
Please feel free to contact me if you need any additional information.
SA
-0 STATE .-Dr :4u
..4.
4
spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield
strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and
Note 1: The option code assemblies indicated in Table I have optional glazing that has been tested for impact
resistance, and therefore may be used with optional glazing in the wind bome debri's region.
Sincerely, 26
quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the
door.
8. SUBSTANTIATING DATA
111111111108
In addition to thre(-,inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
1. Test Report Numbers ETC-06-976-18504,0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108-
TATE OF
hrnr,nii %&AthrfiI I.rni t. J. " nf n +hi,k- rnPQ_T9 �[ -in. 11 TI �f i
2002 for transverse wind load and ANSUDASMA 115-2005 for large missile impact resistance by ETC
hA ri,� A CZ i L,; . 4 CA
telescoping post assembly. The outer member outside diameter is 1.75" wide x 4.00" long. The inner member
Laboratories, 297 Buell Road, Rochester, N.Y.
2. Test Reports CTLA 1672W,
Fl
FL PE 72613 ....... 1tv
outside diameter is 1 .47" wide x 3.72" long. Reference drawing 411061 for additional information on the
CTLA 1672W-1, CTLA1 672W-3, CTLA1 734W, CTLA 1734W-1, and CTLA
All -
installation of the post assembly
1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS-
Overhea4b 6�,t6rporatioi
0 �Sub diary of nwa
!T-,
_h
ver bon-ASub"rywianwarol
64d Ddot,�Corplora
7
ad c
o C,
anwa
i IF IN
OvibrK� 113.09T, C orporation.. "uwaia
yy9% C9.,
��j p::!�:�,�
�ololn 7:
in
pialstpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWiNG / OUTSWING
irwpAcrir
GENERAL NOTES
This product has been evaluated and is in complionceAt, the �Kilo Eorida Building Code (FBC) structural
requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be cis listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
When used in Ihe'HVH77'tK5 product complies With Section 1626 of the Florida Building Code arid cloes not
require an impact resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies Willi
Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets
missile level "U'and Includes Wind Zone 4 as defined in ASTIM El 996 and Section 1609.1.2.4 of the FEIC.
5. For a, stud froming construction, anchoring of these units shalt be the Same as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drav4ng require further -engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requiremQnts for "HVHZ',
S. It iswing configurations do not meet thewater infiltration requiremems for Me"FIVI-17". Inswing units sholl be
installed only in non habitable areas or at habitable locations protected by On overhang or canopy such
that the angle between 'he edge of canopy or overhang to sill is less than 45 degrees.
TABLEOFCONTENTS
SjTEEF*
I
Typical , elevation, de§ign pressures, & general notes
2
Dooj panel details
3
Horizontal cross sections
5
Buck and frone,2nih iLiq uc masonry co�ls ruc (0i I
I x buc son Conskuctio,",
7
1 Bill of materials & componenL�_
11,50" MAK OVIIA11
FRAME WIDIH
0
2
0
<
INSWING x +47.5 -47.5
OUTSWING -50.0
1.22"
INTERIOR
TOP RAI
(COW.)
CK STILE (POLFOAM CORE
Ompj P.) URETHANE -
IC STILE LOCK BLO (COM
(2V'LONG WOOD) EXTERIOR STILE RENFORCEMENI PCF MIN.)
STILE REINFORCEMENT (wool))
fWOOD)
35.75'MAX.
DOOR
PANEL WDTH
IM FM
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WOVEN
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T
SEE 14ARDWARE SMCSHEElZ EXTERIOR
CHART
DOOR SKIN DETAIL
HARDINARETAILE
MANUFAC11URFIR
MODEL
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EXTERIOR INTERIOR
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�2 VER17CAL CROSS SECn0N
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inswing configuratizin
�,�Iee o�rai notes, sheet I
J.,qv 'aterinfiffrofion
requirements
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AIR FLOW AIR FLOW
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I This product has been evaluated and is in compliance with the Florida
Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 33" COVERAGE IREF)__1
COVERAGE Rio (SYM)
L)
JT
SN11Z 33` RUNOUT
2 Product anchors shall be as listed and spaced as shown on details.
5"
Anchor embedment to base material shall be beyond wall dressing or __",Fz�_ I
Rix 42' .125'
stucco. 07'
0 0 0 0 D 0
0 U 0 u U U
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WOOD
SEE DETAIL A�� WOOD SEE DETAIL"C WOOD SEE DETAIL WOOD SOFFIT WOOD NOTE: S - I � 1 1.
FRAMED FRAMED FRAMED FRAMED 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED FRAMED 8
S E DETAIL " B SEE DETAIL D SEE DETAIL E BY THE ARCHITECT OR ENGINEER OF RECORD
.- --- _v`_ - SEE DEFAII 'C' 4 S DETAIL F 2.12d COMMON NAIL OR 3/16 ITW CONCRETE SCREW SEEDETAIL G-1
SIDE VIEW SINGLE SPAN WIF-CHANNEL v1_ - (MIN. I -I hr EMBEOME90 @ 24'ON CENTER SEE DETAIL E
SIDE VIEW - SINGLE SPAN W/3-CHANNELS SIDE VIEW - SINGLE SPAN W/3-CHANNEL
(Shown w/ truz/framing cantilever) t=
(Sbown wl fruss1franning cantifemr) (Shown w/ truss/framing cantilever) na� SIDE VIEW - SINGLE SPAN W/F-CHANNEL SIDE VIEW - SINGLE SPAN W/3-CHANNEL
(Shown wl truss/framing overhang) (Shown w/ truss/fi-an-iing overhang)
SINGLE SPAN UNGTIf DESIGN PRESSURE (PSF) TRIM NAL ATTACHED R
Posmvii NEOATWE THROUGH FASCIA NOTE: STAPLES INSTALLED @ IT O�C. (INTO WOOD) TRIM NAJL ATTACHED
::E Q � STAPLES INSTALLED a In
@ 16" D.C. MAX. FOR SQUARE CUT OVERHANG, IN J-CHANNEL SLOT OR T-NAIL @ 12"O.C. THROUGH FASCIA
17 O,C. (INTO WOOD)
+70.0 -141.0 TRIM BOTTOM OF FASCIA RAT (INTO WOOD OR MASON @ IN, D.C. MAX. IN J-CHANNEL SLOT
AGAINST PANEL C, STAPLES INSTALLED @ 24" D.C. (INTO WOOD)
STAPLES LOCATED OR T-NAJL @ 17' O.C�
+60.0 -60.0 0 ON F-CHANNEL LEG OR T-NAIL @ ITO.C. STAPLES LOCATED
INTO FRAMING F (INTO WOOD Or
24'O.C. 1 01 NOTE: FOR SQUARE CUT OVERHANG, (INTO WOOD OR MASONRY) 24'O.C. INTO OR MASONRY) 0`
12' +50.0 -50.0 TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL
14' +38.5 -38.5 STAPLES LOCATED
24'0.c. INTO FRAMING <
+30.0 -30.0 ---- M
0 a 11 El�� I � STAPLES INSTALLED @
NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES INSTALLED 2
ENDOFPANELAt /
DESIGNED BY THE ARCHITECTOR ENGINEER 4! 4- 1 T D.C. (INTO WOOD)
1181, 2 IN F-CHANNEL SLOT OR
OFRECORD 8"MAX. D.C. ___ -1 1
MAX. a, �3 T-NAIL@ 12' C.
(SEE DETAIL "J SHEET 5) 10 (INTO WOODOOR MASONRY)
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