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DocuSign Envelope ID: EOE901363-803A-41`90-B 3AC-E _- � :=i ' -
<br />DESIGN C ITE_ Eft s`{ LOAE.E;
<br />ALE 2: WOOD STRUCTURAL PANEL SHEATHN(:REQUIREMENTS
<br />F. d
<br />TABLE .- METAL CONNECTOR SCHEDULE
<br />NOTES 2, 3, 4
<br />Budding Code
<br />Florida Building and Resideru€:, + . i'
<br />Code for Design Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING ...... _
<br />.
<br />TOP CHORD LIVE LOAD..
<br />TOP CHORD DEAD LOAD
<br />P S F. "sI_f
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE
<br />120 PSI
<br />ATTICS WITHOUT STORAGE
<br />10 psI
<br />NON : 'N:
<br />BOTTOM CHORD DEAD LOAD_
<br />`-'SF
<br />WIND LOADING ...... ._ .....
<br />>,'
<br />ASCE 7-10, 3S GUST ..... _
<br />y mp,
<br />BASIC WIND SPEED
<br />EXPOSURE CATEGORY..
<br />BUILDING CATEGORY.....
<br />ENCLOSURE CLASSIFICATION
<br />4,(,, .
<br />INTERNAL PRESSURE COEFF
<br />C&C DESIGN PRESSURES.
<br />I L i
<br />FLOOR LOADING ..............
<br />TOP CHORD LIVE LOAD .... _
<br />I
<br />TOP CHORD DEAD LOAD... _.
<br />cf
<br />BOTTOM CHORD LIVE LOAD..
<br />3F
<br />BOTTOM CHORD DEAD LOAD
<br />t �F
<br />SPECIAL FLOOR (GAME ROOIvt)_t.OADit` :',
<br />, 1
<br />TOP CHORD LIVE LOAD ....-
<br />ui, ='�,+
<br />TOP CHORD DEAD LOAD.....
<br />BOTTOM CHORD LIVE LOAD
<br />'.:F
<br />BOTTOM G TT M CHORD AD LOAD
<br />DDE O O
<br />?-I . I
<br />MAXIMUM F S SPACING;,., U LOOK TRUSS
<br />- __ .. ..
<br />DEFLECTION CRITERIA
<br />.
<br />ROOF TRUSSES......
<br />1.
<br />'
<br />OPEN WEB FLOOR TRUSSES
<br />WOOD I JOISTS ............
<br />• ,. ,
<br />BEAMS'._ .... _.....
<br />---._ ... _.........._
<br />NOTES:
<br />1. PORCH BEAMS AND BEAMS
<br />-; 1.
<br />ABOVE SHALL NOT EXCEED,, E LI •,
<br />`: 2 N
<br />A 0 1
<br />CLADDING DESIGN PRESSUP_F
<br />WINDOWS AND DOORS
<br />- -- -
<br />EFFECTIVE ZONE Di ,NA
<br />WIND AREA IZ - interior Zont > Z .
<br />.
<br />I 0 - 20 ft` +28 54 �.;
<br />- -- .........._ _
<br />21 - 50 ft2 +27 1
<br />I 51-100ft2 +255't
<br />101 - 200 ft2 +24 2.5 r-- (i
<br />VINYL SOFFIT MAX PRESSURE (p<f -.
<br />GARAGE DOOR PRESSURE .
<br />END ZONE KEY MAP
<br />END ZONE: END ZONES SHAI ' B1 Kf ^•I
<br />AS THE 1ST 4.0' PER FIGURE > _.(
<br />1 ST FLOOR
<br />1
<br />DIAMETER
<br />LENGTH
<br />ir -I
<br />ii i 8d COMMON
<br />11
<br />0.131"
<br />2-Y2"
<br />ud RINGSHANK
<br />0.113"
<br />2-%"
<br />I 1Od x 1-'/2"
<br />0.148"
<br />1-'/2"
<br />10d
<br />0.131"
<br />3"
<br />1 Od COMMON
<br />0.148"
<br />3'
<br />12d COMMON
<br />I-
<br />0.148"
<br />3-'/4'
<br />_-_..---
<br />_---
<br />' 16d SINKER
<br />0.148"
<br />o-/<
<br />bd COMMON
<br />1'
<br />-----'-------------
<br />0.162"
<br />:,
<br />i /2
<br />-_
<br />j C3
<br />-._-- -
<br />--'-
<br />STUCCO AND DIRECTLY
<br />_- ---- ---__ _____.___ _ .._.____.._.._._ - .... --.,_._....---..._..---
<br />MIN '/32" 32/16 SPAN RATED OSB OR PLYWOOD INSIAL.LED VERTICALLY OR ; %.," 24/16
<br />0: �
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O C AT PANEL EDGES 12' O.0 IN THE f
<br />:^v
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />X < w
<br />w=0
<br />:n
<br />��
<br />z
<br />-
<br />ALL OTHER VENEER
<br />r VERTICAL
<br />r �� ONTAL
<br />Tr A HORIZONTAL
<br />/ :' / RATED OSB OR PLYWOOD INSTALLED it.�._C' JERTI L O Z
<br />t�11Pd 24 16 SPAN t o D O C iF
<br />a
<br />(NOTE 8)
<br />I+A// 8d COMMON: 6" O.0 EDGES AND FIELD (UNBLOCKELI FIORiZONTAL PANEL EDGES):
<br />6" O.C. AT PANEL EDGES. 12" O.C. IN FIELD (BLOCKED H(;RIZONTAL PANEL EDGES)
<br />----------'--..---...__ ..- ... .......... _._..- ------_...------.-.--.... _.....
<br />--.._._.
<br />1
<br />_ _ _
<br />TILE ROOF
<br />-------.-.------- ----'- ---
<br />MIN'%12" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />O
<br />z -
<br />(NOTE 7)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O C. AT PANEL EDGES AND
<br />8" O.C. IN THE FIELD
<br />;j Q
<br />SHINGLE AND METAL ROOF
<br />MIN Zr" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />_ -
<br />(NOTE 9)
<br />t, r. r
<br />PERPENDICULAR TO SUPPORT S JV. 8d RING SHANK NF,EL,� v" O.0 AT PANEL EDGES, 12"
<br />I
<br />O C. IN THE FIELD. I
<br />FLOOR DECK SHEATHING:
<br />23/32" T&G OSB OR PLYWOOD W' 10d COMMON: 6" O.0 'AT PANEL EDGES, 12" O.C. IN THE
<br />(NOTE 5)
<br />FIELD.
<br />�€
<br />T 1
<br />R INSTALLED ALLED PERPENDICULAR _ BAR T+r, SUPPORTS W 8d
<br />MIN OSB OR PLYWOOD O . CDX I S MN O
<br />P,
<br />;,-,h;,• CEILING BOARD SHEATHING:
<br />I: t EXTERIOR
<br />COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE �,Li.D OR I+,�fN /- t=X I s..RiQR GYPSUM
<br />"H
<br />CEILING BOARD. FASTEN w/ 5d x 1 /" COOLER NAIL OR NO � x 1 " LONG SCREWS @
<br />4" O.C. EDGES, 8" O.C. FIELD -
<br />lo,TES_
<br />FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING); USE 10d RING SHANK NAILS IN LIEU OF 8d RING
<br />SI-iANK NAILS. (O 148" x 3" LONG),
<br />COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS
<br />Z!F NALL SHEATHING IS AN ACCEPTABLE ALTER
<br />NATE FOR APA RATED WOOD STRUC
<br />TURALPANEL.
<br />ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />CURRENT APPROVED APA.MANF. SPECIFICATIONS.
<br />. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
<br />REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
<br />32,16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
<br />BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW.. MIN
<br />STRUCTURAL REQUIREMENTS ARE %r_." 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />'DS. EMr
<br />I IC O APPLICATIONS. E
<br />F ATI NS. INCLUDES FULL AND PARTIAL HEIGHT VENEER
<br />� IONS.
<br />NS SHOUL
<br />D WARRANTY' PLYWOOD IS A WARRANTY LIMITATION COMMON T 'TI E MANUFACTURER'S MINIMUM RLCOM =NGAT
<br />,5 „
<br />I
<br />E SUPPORT TILE ROOF.
<br />A RATED OSB ORE UAL MAY BE USED TO U
<br />HhD INSTALLATION REQUIREMENTS ALLOW, /32 AP Q
<br />? WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
<br />MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
<br />MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING T HE STRUCTURAL MINIMUM.
<br />CCIN T RACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING; SPC"CIF!C�+I11"')NS.
<br />TABLE 4: NAIL SIZE LEGEND TABLE � . AS ENERSINS� NO 1, 2: 3:4 PESO TREATED LUMBER
<br />I PRESERVATIVE
<br />L- - .---------- - - .._
<br />FASTENER TYPE
<br />�.-�------ ------.--=
<br />i RCZA
<br />STANDARD CARBON STEEL I
<br />_ ._ -. _._...__.... __....
<br />k -- _ _
<br />; -..__--_....-. -_ _._...._----_-__.....-._.__J
<br />€
<br />I
<br />STAINLESS CONNECTORS AND
<br />SODIUM BORATE (NOTE 1)
<br />FASTENERS REQUIRED.
<br />I
<br />;
<br />;---------- -
<br />CONNECTORS MUST HAVE
<br />I
<br />Z-MAX G120 OR TRIPLE ZINC 1
<br />AL OTHER PT
<br />L
<br />I
<br />FINISH I
<br />1 ( INCLUDING ACQ & MCC)COATED
<br />ALL FASTENERS MUST BE HOT
<br />I
<br />DIPPED GALVANIZED
<br />N T O ES
<br />INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
<br />COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS +. SILL PLATES✓�J/ SODIUM C30RATE TREATMENTS BEARING ON
<br />SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
<br />F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
<br />BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
<br />WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
<br />-; WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
<br />SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
<br />THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
<br />SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
<br />CONCRETE AND FOUNDATION NOTES
<br />. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
<br />CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2.500 PSI AT 28 DAYS (UNO).
<br />- ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS iUNO).
<br />1. =.LL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
<br />INSTALLED AT ALL REENTRANT CORNERS
<br />11 FIBERMESH IS AN ACCEPTABLE ALTERNA, iV - AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE. )," TO 2" IN LENGTH.
<br />DOSAGE AMOUNTS SHALL RANGE FROM 0- 75 TO 1.6 POUNDS PER CUBIC YARD IN ACCORDANCE WITH T! IE MANUFACTURER'S
<br />RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 THE MANUFACTURER OP. SUPPLIER SHALL PROVIDE
<br />CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
<br />MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
<br />EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING C.AP," , Y OF 2,000 psf IN
<br />ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE S 31LS.
<br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DR`'L•ENSITY. iT iS rHE O'WNER'S OR
<br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
<br />CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
<br />JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
<br />PREVENTION OF SUBTERRANEAN TERMITES.
<br />1-1 STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING C` NSTRUCT!ON CONTACT ENGINEER
<br />OF RECORD IF THIS CONDITION EXISTS
<br />10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12_ HOURS OF CONCRETE PLACEMENT
<br />CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN v `WF OR FIBERMESH ARE INCLUDED
<br />WITH CONCRETE WORK.
<br />11 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
<br />FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
<br />FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD-
<br />1111
<br />*1 ` A!►' •
<br />1 ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
<br />_ DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
<br />SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. PRIOR TO
<br />FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
<br />TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION. SPACING, BEARING LOCATION AND
<br />11 NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
<br />11 THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICAi IONS AND SUBMITTHEM
<br />HEM
<br />UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
<br />TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
<br />OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
<br />4 FT MAY BE DISREGARDED.
<br />I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
<br />(TYP "'*' r , , , .. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION ANC} INS"TALLATION. SEE DESIGN CRITERIA,
<br />\ THIS SHEET.
<br />_
<br />USP &SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL I ALTERNATIVES AND MAY BE CONSIDERED INT , €R,,�,HANGEABLE
<br />_.
<br />I----' -----' --
<br />----=-- --- --
<br />--_-
<br />_-- - . -
<br />1 SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />1
<br />(8)%X 1 /2„ SIDS SCREWS
<br />8) /< " x 1 rz WS1 5-GC
<br />DTT2Z
<br />IN STUD'/2" 0 X 4'/2."
<br />WOOD SCREWS IN STUD
<br />1 (NOTE 2)
<br />EMBED EPDXY OR
<br />D TB-TZ
<br />'/z 0 x 4'/1 EMBED EPDXY
<br />I
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />(18)0.162"x2'/i'IN
<br />I
<br />(18)0.162"x2'/2"IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />STUD/BEAM/TRUSS
<br />(NOTE 2)
<br />�8" O x 6" EMBED ANCHOR
<br />HTT45
<br />%" O x 6" EMBED ANCHOR
<br />IN CONCRETE
<br />I IN CONCRETE
<br />(26)0.162"x2'/z"IN
<br />I (26)0.162"x2 %VIN
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />�," O 6" EMBED ANCHOR
<br />HTT45
<br />1 STUD/BEAM/TRUSS
<br />1�8" O 6" EMBED ANCHOR
<br />(NOTE 2)
<br />x
<br />IN CONCRETE
<br />x
<br />IN CONCRETE
<br />I
<br />(20)%" x 3" SIDS SCREWS
<br />(24 ) " W S
<br />3 S IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />PHDB
<br />-
<br />n
<br />I GROUP , O x 12" EMBED
<br />e
<br />�,_�� O x 12" EMBED
<br />s
<br />ANCHOR IN CONCRETE
<br />I ANCHOR IN CONCRETE
<br />€
<br />(7) 10d x 1 '/V IN TRUSS
<br />i (7) 10d x 1 %" IN TRUSS
<br />META12
<br />4" WET EMBED IN
<br />HTA16-18
<br />I 4" WET EMBED IN
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(8) 10d x 1 /z IN TRUSS
<br />,
<br />(9) „ 10d x 1 / IN TRUSS
<br />META20
<br />4" WET EMBED IN
<br />HTA20-18
<br />4" WET EMBED IN
<br />.
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU
<br />(I 2) 16d COMMON NAILS
<br />1
<br />(NOTE 6)
<br />48' O x 7" EMBED EPDXY
<br />.4
<br />+
<br />§e' O x 7" EMBED EPDXY
<br />12 16d COMMON NAILS
<br />12 161 COMMON NAILS
<br />ABU66
<br />�8" O x 7" EMBED EPDXY
<br />PA U66
<br />48" O x 7" EMBED EPDXY
<br />OTE 6
<br />( .2 EMBED AT GARAGE
<br />12" EMBED AT GARAGE
<br />[�HU48.
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />.
<br />(1 4.) 16d COMMON IN
<br />HD48.
<br />(14) 16d COMMON IN
<br />HUC4
<br />HEADER
<br />HD481F,
<br />HEADER
<br />HUC48;
<br />I HU 28-2,
<br />(6) 10d COMMON IN BEAM
<br />HD48-2,
<br />H D28-2F
<br />(6)10d COMMON IN BEAM
<br />HU410,
<br />_
<br />(1 8) 16d COMMON IN
<br />HD410,
<br />(1 8) 16d COMMON IN
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />HU210-21
<br />(10) 10d COMMON IN
<br />HD210-21
<br />(1 0) 1Od COMMON IN
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />I BEAM
<br />(22) 16d COMMON IN �
<br />___
<br />(22) 16d COMMON IN
<br />HUC212-2
<br />HEADER
<br />HD212-21F
<br />HEADER
<br />(4)'/4' x 1 '/2" SDS SCREW
<br />I
<br />1(4) Y4' x 1'/2" WS15 SCREWS
<br />I
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />I H A10KT
<br />€ G
<br />4 r +�
<br />(),< x 3" SIDS SCREWS
<br />H Al
<br />G 0
<br />4 1< x 3" WS3 SCREWS
<br />( )
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />(4) SDS Y4' x 1 '/2" SCREWS
<br />(4) %` x 1 %" WS15 SCREWS
<br />HGAM10KT
<br />IN TRUSS/RAFTER
<br />HGAM10KT
<br />IN TRUSS/ RAFTER
<br />(4) Y." x 1'/a" WEDGE BOLT
<br />(4) V4' x 2'/4" TITEN SCREWS
<br />I
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />MASONRY
<br />IL_
<br />I SIMPSON
<br />MITEK
<br />i USP FASTENERS
<br />--
<br />FASTENERS
<br />-
<br />1( COMMON
<br />(9) )d CO
<br />! 91iQC
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />EACH EN-
<br />-------._-_.
<br />- -----' ---- --
<br />M TS2 1
<br />1 (7) 1 Od x 1 iz"
<br />M TW12
<br />(7) 10d x 1 .
<br />EACH END
<br />„_ F
<br />r_ �A�:H ._N-.
<br />(9) 10d COMMON
<br />MSTA24
<br />i (91 ) 0d !:;L PJIPv1C:rq--
<br />IrmSTA24
<br />EACH END
<br />i EACH END
<br />I
<br />T
<br />MS : a3s
<br />(13) 10d COMMON
<br />N-`TA36 15
<br />(13) 10d COMM,DNi
<br />EACH END
<br />EACH ENC)
<br />(7) 10d COMMON IN
<br />�i•-
<br />-
<br />7) 10d COMMC. N ;N .
<br />1
<br />MSTAM..61
<br />I WOOD FRAMING
<br />MSTAMa6
<br />WOOD FRAMII�G
<br />(4) '/.," x 2 %" TITEN
<br />(5) Ya" x 2 Sa' TAP.,'i:
<br />I
<br />i scs REW IN MASONRY
<br />MASONRY
<br />,(11)10dx1;'2"IN I (111)10dx1
<br />2 HT S0
<br />;TRUSS/RAFTER
<br />I
<br />HTW20
<br />.,
<br />i TRUSSIRAr _
<br />I
<br />(11)10dx1'/2"IN
<br />(11)10dxi :,
<br />STUD
<br />I S Tt_);;
<br />(12) 10d x 1 'i:" IN
<br />(8) 1Od ; .. L;
<br />FiTSM20
<br />TRUSS/RAFTER
<br />IITWM20
<br />RA -T F-R,
<br />TRUSS/ F
<br />,
<br />(12) 10d x 1 %," IN
<br />(4) /�' x 3" WEDGE EIL1L
<br />STUD
<br />OR EQUIVALENT IN S+L,G;.
<br />(5) $d x 1'/" IN
<br />ff %5) 8d x 1'/z" IN
<br />H2 5 T/
<br />TRUSS
<br />USS
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<br />RTC
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<br />I IR U„S
<br />HA8
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<br />I (5) 10d x 1'/2" IN
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<br />TOP PL_l !'E
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<br />(1 6) 100 COi,4M'? - ") _ ,
<br />TRUSS/RAFTER
<br />TRUSSiF,AF TER
<br />LGT2
<br />(7) Y." x 2 Y4' TITEN
<br />LUG i 2
<br />(mot O' x, ' vJEDCU� E c L..
<br />5) . ,
<br />SCREENS IN MASONRY
<br />QR EQUi'iALE_,J :" .
<br />(26) 16d SINKER
<br />(28) 16d SINKER I, tJr,U...'
<br />LGT3 IN WALL FRAMING
<br />LU11GT3 I FR4.11NG
<br />I (1 2) SDS M." x 2 %"
<br />(121 WS2 i;' �:.�,
<br />IN TRUSS
<br />-_-.-_----------.-.--.-....-..
<br />I IN ,BUSS
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<br />SDWC14500, SDWC15600
<br />NO USP EQUIVALEN
<br />'
<br />---;- -
<br />I
<br />-- I,I
<br />NOTES_.
<br />1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
<br />2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AL TEr;N<., r E
<br />3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
<br />4. IF CONNECTOR IS NOT LISTED ABOVE CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
<br />5. POSITIVE PLACEMENT GUN NAILS. 2'/." LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
<br />ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
<br />6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQL-IIRF.S
<br />/4" O x 2 3/," TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 14" O x 1 %" TITENS ILO 16d.
<br />1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
<br />BED.
<br />2 ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
<br />GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
<br />3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
<br />TYPE HORIZONTAL JOINT REINFORCEMENT
<br />4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
<br />5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
<br />6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
<br />7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO F0071NG .
<br />8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL_ SHEET.
<br />9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
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<br />I 1 V TRAPPI:VG REQUIRED FROM 2ND LEVEL STUD LL1
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<br />is I�. I , i N } STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE Q�
<br />RI_.. _+:: ,;,i0 CONNECTION REQUIRED FOR OPENINGS AT FIRST ® W
<br />}EIS , .� t : r, r ")LIE FOLLOWING (NO CONNECTION REQUIRED FOR
<br />S. �� k DERS WHEN A 2ND LEVEL_ FLOOR SYSTEM IS ABOVE: - "
<br />-'f: ,r•4.'TE SECTION (FIE4DERS).ST-5 CY_
<br />Abbott Park <t ,
<br />- 2 i 5 -j 0
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<br />€ Ir ttN , IE aLI i USED IN AI_L.. IMF I LL'OXIED ANCHOR APPLICATIONS .
<br />- Fi 4R Dt. c ORGI"�G STEEL IIFA r-D TC THE - r, DEPTH P
<br />- 2020.00�4111
<br />11,
<br />E;v TER + ;C R D?r�.I�E --- Ci
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<br />' '%ND AN.E �(v BE DESIGNED AND DE T AILED BY OTHER. ~ E - .
<br />. I _ ti:ti . r.0 APDIT!UN € FRAP•r1iNG FASTENER REQUIREMENTS LISTED IN W W
<br />, .. 0- --)
<br />, ,
<br />.. hr} kN! 7 A^TUBER <(
<br />, ,F AA,1S 10d @ $ O.G. STAG GFRED. X00
<br />`" � TO, 6L CON k INUOUS THROUGH FLOOR <a. >>®t t p��t�� ,
<br />! L L 1�COUPS) *,,N1 c� IN Lq, / e`,,� (/)
<br />:v, - : -,% ,�j .6 t10MMON END NAILS. ° �� . •N. *- , ®.�
<br />!L'' L` GROUP BELOW Ott MATCHING GIRDER OR BEAM Ci 4 N O 851 �� -
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<br />O 05-2 -2020 0 i
<br />I-- IIIIIIIIIIIIIIIIIIII L LI
<br />0 REVISIONS: LU
<br />LIm- _
<br />Q No. Description Date
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