|
)ocuSign Envelope ID: AD473B36-AB4B-444A-8CA33-2�. =Dr
<br />DESIGN CRITERIA AND LOAD`
<br />TABLE 7: METAL CONNECTOR SCHEDULE
<br />NOTES 2. 3. 4
<br />Buildinq Code
<br />Florida Building and Residential Codes 6''' Edition i201
<br />Code for Design Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING' ............... _ C, = 1 24
<br />TOP CHORD LIVE LOAD .... 20 PSF
<br />TOP CHORD DEAD LOAD._ T PSF jII
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE 20 P'�F
<br />ATTICS WITHOUT STORAGE 10 PSF
<br />(NON -CON
<br />BOTTOM CHORD DEAD LOAD 5 PSF
<br />WIND LOADING ................ _. C -
<br />ASCE 7-10, 3S GUST.... .... - 139 MF � I
<br />BASIC WIND SPEED
<br />EXPOSURE CATEGORY. _- . C
<br />BUILDING CATEGORY.... _ .. II
<br />ENCLOSURE CLASSIFICATION ENCLCI: r u
<br />INTERNAL PRESSURE COEFF 018
<br />C&C DESIGN PRESSURES. _ rSEE TAE'.'
<br />FLOOR LOADING ........ - C, = t 0 _
<br />TOP CHORD LIVE LOAD.. 40 PSF
<br />TOP CHORD DEAD LOAD.... _ 10 PSF
<br />BOTTOM CHORD LIVE LOAD - .. 0 PSF
<br />BOTTOM CHORD DEAD LOAD " PSF
<br />SPECIAL FLOOR (GAME ROOM) L& DINS", C, _ ' n0
<br />TOP CHORD LIVE LOAD.... _ 30 i`-F
<br />TOP CHORD DEAD LOAD - 10 f-
<br />BOTTOM CHORD LIVE LOAD 0 PSF
<br />BOTTOM CHORD DEAD LOAD PSF
<br />MAXIMUM FLOOR TRUSS SPACIN ,
<br />DEFLECTION CRITERIA
<br />ROOF TRUSSES.... ........... _ ?L
<br />' L [Vj
<br />LL
<br />OPEN WEB FLOOR TRUSSES L J
<br />LL / 48
<br />TL ; 24
<br />WOOD I JOISTS ........ .......-... TL MAC
<br />LL 360
<br />BEAMS' .............. .............. .. TL 24G
<br />NOTES:
<br />1. PORCH BEAMS AND BEAMS SUPPOF :rJG EX, ER;
<br />ABOVE SHALL NOT EXCEED %" DEFLI-';TION
<br />TABLE 1: COMPONENT AND
<br />CLADDING DESIGN PRESSUR:.
<br />WINDOWS AND DOORS
<br />EFFECTIVE ZONI DESIGNATION
<br />WIND AREA IZ - Interior Zone psfl EZ E
<br />0 20 ft2
<br />+28 54+28
<br />T- -
<br />5•=
<br />+27 17" `,9
<br />+27 1
<br />21 - 50 ft2
<br />+25 52 -2 ':+4
<br />+25 5.
<br />51 - 100 ft2
<br />+24.25 -2( I : 7
<br />+24 2'
<br />101 - 200 ft2
<br />VINYL SOFFIT MAX PRESSURE psf; +28 6
<br />GARAGE DOOR PRESSURE +2 1
<br />END ZONE KEY MAP
<br />END ZONE: END ZONES SHALL BE 1_,1 KI '.
<br />AS THE 1ST 4.0' PER FIGURE R301 ` i , )
<br />f_ -.---
<br />1 ST FLOOR
<br />40FT
<br />(TYP)
<br />EN:� Z
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />N Fq'34
<br />O
<br />STUCCO AND DIRECTLY
<br />MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%," 24/16
<br />c Z
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
<br />� t_ N
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />xQw
<br />LJwF-
<br />JcO
<br />Q Z
<br />ALL OTHER VENEER
<br />7 PLYWOOD INSTALLED VERTICAL R HORIZONTAL
<br />MIN /16 24/16 SPAN RATED OSB OR 00 C O
<br />CLQ
<br />(NOTE 8)
<br />W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES)-
<br />>
<br />6" O.C. AT PANEL EDGES.. 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />MIN 1%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />O
<br />L' z
<br />TILE ROOF
<br />NOTE 7
<br />( )
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND
<br />= w
<br />H
<br />8" O.C. IN THE FIELD
<br />L Q O
<br />O w z
<br />SHINGLE AND METAL ROOF
<br />MIN '/,f," 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />0 =-
<br />CO
<br />(NOTE 9)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O C AT PANEL EDGES, 12"
<br />O.C. IN THE FIELD.
<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 />MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
<br />PORCH CEILING BOARD SHEATHING:
<br />COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN 1/2" EXTERIOR GYPSUM
<br />CEILING BOARD. FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 /4" LONG SCREWS @
<br />4" O.C. EDGES, 8" O.C. FIELD
<br />hJ ES: ,
<br />OR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING). USE 10d RING SHANK NAILS IN LIEU OF 8d RING
<br />SHANK NAILS. (0.148" x 3" LONG).
<br />._'OMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
<br />ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
<br />�,LL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />;URRENT APPROVED APA.MANF. SPECIFICATIONS.
<br />LOOR 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 />4 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
<br />,BSHOULD BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. O ULD BUILDER SPECIFICATIONS ALLOW, MIN
<br />-,TRUCTURAL REQUIREMENTS ARE 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
<br />-AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
<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 THE STRUCTURAL MINIMUM,
<br />CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
<br />TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
<br />NOTES 1, 2, 3, 41 11 PRESSURE TREATED LUMBER
<br />DIAMETER
<br />LENGTH
<br />8d COMMON
<br />0.131"
<br />2-'/2"
<br />8d RINGSHANK
<br />0.113"
<br />2-Y8"
<br />10d x 1- '/2"
<br />0.148"
<br />1 -1 2"
<br />10d
<br />0.131"
<br />3"
<br />10d COMMON
<br />0.148"
<br />3"
<br />12d COMMON
<br />0.148"
<br />3-'/4"
<br />16d SINKER
<br />0.148"
<br />3-%"
<br />16d COMMON
<br />0.162"
<br />3 ''/z"
<br />PRESERVATIVE
<br />FASTENER TYPE
<br />ACZA
<br />STANDARD CARBON STEEL
<br />SODIUM BORATE (NOTE 1)
<br />STAINLESS CONNECTORS AND
<br />FASTENERS REQUIRED.
<br />CONNECTORS MUST HAVE
<br />Z-MAX. G120 OR TRIPLE ZINC
<br />ALL OTHER PT
<br />COATED FINISH.
<br />(INCLUDING ACQ & MCQ)
<br />ALL FASTENERS MUST BE HOT
<br />DIPPED GALVANIZED
<br />NOTES
<br />1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
<br />NOTES:
<br />2 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
<br />1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
<br />SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
<br />CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
<br />F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS
<br />EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
<br />BEFORE APPLICATION OF PROTECTIVE COATING.
<br />TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
<br />3 WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
<br />A WOOD DUE TO FASTENER PENETRATION. THE BORED HOLE
<br />0
<br />SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
<br />4 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 />1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2.500 PSI AT 28 DAYS (UNO).
<br />2 CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
<br />3 ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
<br />4 ALL 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 />FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF FIBER LENGTHS SHALL BE Y" TO 2" IN LENGTH.
<br />DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
<br />RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR 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 CAPACITY OF 2,000 psf IN
<br />ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS
<br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S OR
<br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
<br />3 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 />STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION CONTACT ENGINEER
<br />OF RECORD IF THIS CONDITION EXISTS.
<br />10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
<br />CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
<br />WITH CONCRETE WORK.
<br />1, 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 />PRE-ENGINEERED TRUSSES & I -JOISTS
<br />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 />NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
<br />3 THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
<br />UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
<br />4 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 />MAY BE DISREGARDED.
<br />5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
<br />SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
<br />THIS SHEET.
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
<br />SIMPSON
<br />SIMPSON FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />SIMPSON
<br />SIMPSON
<br />FASTENERS
<br />MITEK
<br />USP FASTENERS
<br />-- — ---
<br />'/z'
<br />x 1'/2" WS15 GC
<br />(8)'/4 X 1 SIDS SCREWS
<br />(8)Y4"
<br />,l
<br />DTT2Z
<br />IN STUD'/i' 0 X 4'W'
<br />WOOD SCREWS IN STUD
<br />(9) 10d COMMON
<br />(9) 10d I
<br />(NOTE 2)
<br />EMBED EPDXY OR
<br />DTB-TZ
<br />'/2 0 x 4%" EMBED EPDXY
<br />CS18
<br />EACH END
<br />CS20
<br />COMMON
<br />SCREW ANCHOR
<br />OR SCREW ANCHOR
<br />EACH END r I
<br />_-- --�
<br />(18)0.162"x2'/2"IN
<br />(18)0.162"x2'/2"IN
<br />HTT4
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MTS12
<br />(7) 10d x 1 '/2"
<br />MTW12
<br />(7) 1 Od x 1 :-'
<br />(NOTE 2)
<br />48" O x 6" EMBED ANCHOR
<br />48" ID x 6" EMBED ANCHOR
<br />EACH END
<br />EACH ENO
<br />IN CONCRETE
<br />IN CONCRETE
<br />— --
<br />(26)0.162"x2'/2"IN
<br />(26)0.162"x2'/2"IN
<br />HTT5
<br />STUD/BEAM/TRUSS
<br />HTT45
<br />STUD/BEAM/TRUSS
<br />MSTA24
<br />(9) 10d COMMON
<br />MSTA24
<br />(9) 10d COMMON
<br />(NOTE 2)
<br />fie" 0 x 6" EMBED ANCHOR
<br />48" 0 x 6" EMBED ANCHOR
<br />EACH END
<br />EACH END
<br />IN CONCRETE
<br />IN CONCRETE
<br />—
<br />(20)'/4" x 3" SIDS SCREWS
<br />(24) 3" WS IN STUD
<br />HDQ8-SDS3
<br />IN STUD GROUP
<br />"
<br />PHD8
<br />GROUP' " (� x 12" EMBED
<br />e
<br />MSTA36
<br />(13) 1Od COMMON
<br />MSTA36
<br />(13) 10d COMMON
<br />8 O x 12" EMBED
<br />ANCHOR IN CONCRETE
<br />EACH END
<br />EACH END
<br />ANCHOR IN CONCRETE
<br />(7) 10d COMMON IN
<br />(7) 10d COMMON IN
<br />(7) 10d x 1 ''/2" IN TRUSS
<br />(7) 10d x 1 1/2" IN TRUSS
<br />META12
<br />4" WET EMBED IN
<br />HTA16-18
<br />4" WET EMBED IN
<br />MSTAM36
<br />WOOD FRAMING
<br />(4) '/4' x 2 '/4' TITEN
<br />MSTAM36
<br />WOOD FRAMING
<br />(5) 1/4" x 2 ;a" TAPCON IN
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />SCREWS IN MASONRY
<br />(11)10dx1'W'IN
<br />MASONRY"
<br />(11)1Odx1 IN
<br />(8)10dx1 ''/2"IN TRUSS
<br />(9) 10d x 1 /2 IN TRUSS
<br />META20
<br />4" WET EMBED IN
<br />HTA20-18
<br />4" WET EMBED IN
<br />HTS20
<br />TRUSS/RAFTER
<br />HTW20
<br />TRUSS/RAFTER
<br />GROUTED BLOCK WALL
<br />GROUTED BLOCK WALL
<br />(11) 10d x 1 1/2" IN
<br />(11) 1Cd x 1 '/" IN
<br />STUD
<br />(12) 10d x 1 '/2" IN
<br />STUD _
<br />(8) 10d x 1','�" IN
<br />ABU44
<br />(12) 16d COMMON NAILS
<br />PAU44
<br />(12) 16d COMMON NAILS
<br />HTSM20
<br />TRUSS/RAFTER
<br />HTWM20
<br />TRUSS/RAF TI-R
<br />(NOTE 6)
<br />48" 0 x 7" EMBED EPDXY
<br />r§8" 0 x 7" EMBED EPDXY
<br />(12) 10d x 1 ''/2" IN
<br />(4) %" x 3" WEDGE B(JL
<br />STUD
<br />(5) 8d x 1'/2" IN
<br />OR EQUIVALEN IF; S L1' ,'
<br />(5) 8d x 1'%' I'd
<br />(12) 16d COMMON NAILS
<br />(12) 16d COMMON NAILS
<br />ABU66
<br />4 " 0 x 7" EMBED EPDXY
<br />PAU66
<br />§ " 0 x 7" EMBED EPDXY
<br />H2.5T/
<br />TRUSS
<br />RT7/
<br />TRUSS
<br />(NOTE 6)
<br />(12" EMBED AT GARAGE
<br />(12 EMBED AT GARAGE
<br />HA8
<br />(5) 8d x 1 /2 IN
<br />RT7AT
<br />(5) Sd x 1 ;': IN
<br />DOOR RETURNS)
<br />DOOR RETURNS)
<br />TOP PLATE
<br />(5) 10d x 1'/2" IN
<br />TOP PLATE
<br />(5) 10d x 1 ;=." IN
<br />HU48,
<br />(14) 16d COMMON IN
<br />HD48,
<br />(14) 16d COMMON IN
<br />HUC48,
<br />HEADER
<br />HD481F,
<br />HEADER
<br />H8
<br />TRUSS
<br />RT8A
<br />TRUSS
<br />HU28-2,
<br />HUC28-2
<br />(6) 10d COMMON IN BEAM
<br />HD28-2,
<br />HD28 21F
<br />(6) 10d COMMON IN BEAM
<br />(5) 10d x 1 /2 IN
<br />TOP PLATE
<br />(5) 10d x 1 ii iN
<br />TOP PLA7 E
<br />(16) 1Od COMMON Tt�
<br />HU410,
<br />(18) 16d COMMON IN
<br />HD410,
<br />(18) 16d COMMON IN
<br />HUC410,
<br />HEADER
<br />HD4101F,
<br />HEADER
<br />TRUSS/RAFTER
<br />TRUSS/RAF TER
<br />HU210-2,
<br />(10) 10d COMMON IN
<br />HD210-2,
<br />(10) 10d COMMON IN
<br />LGT2
<br />(7) Y4' x 2 ''YV TITEN
<br />LUGT2
<br />(5) 0" x 3" WEDGE 81-ILT ''
<br />HUC210-2
<br />BEAM
<br />HD210-21F
<br />BEAM
<br />SCREWS IN MASONRY
<br />OR EQUIVALE1,17
<br />HUC212-2
<br />(22) 16d COMMON IN
<br />HEADER
<br />HD212-21F
<br />(22) 16d COMMON IN
<br />HEADER
<br />(26) 16d SINKER
<br />(28) 16d SINKER IN WALL;
<br />10 10d COMMON IN BEAM
<br />10 10d COMMON IN BEAM
<br />LGT3
<br />IN WALL FRAMING
<br />(12) SIDS '/V x 2'/2"
<br />LUGT3
<br />FRAMING
<br />(12) WS25
<br />(4)YV x 1 '/2" SDS SCREW
<br />(4)'/4" x 1'/2" WS15 SCREWS
<br />IN TRUSS
<br />IN TRUSS
<br />IN TRUSS/RAFTER
<br />IN TRUSS/ RAFTER
<br />- - ----
<br />HGA10KT
<br />(4)'/4" x 3" SIDS SCREWS
<br />HGA10
<br />(4)'/4" x 3" WS3 SCREWS
<br />IN TOP PLATE
<br />IN TOP PLATE
<br />SDWC14500, SDWC15600
<br />NO USP EQUIVA.LEN ,
<br />(4) SDS''/4" x 1 ''/2" SCREWS
<br />(4)'/4' x 1%" WS15 SCREWS
<br />HGAM10KT
<br />IN TRUSS/RAFTER
<br />HGAM10KT
<br />IN TRUSS/ RAFTER
<br />(4) '/4' x 11/4" WEDGE BOLT
<br />(4) %" x 2'/4" TITEN SCREWS
<br />IN MASONRY
<br />OR EQUIVALENT IN
<br />MASONRY
<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 ALTERNAI I-S
<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'/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 REQUIRES
<br />Y." O x 2 1/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 '/," TITENS ILO 16d.
<br />MASONRY NOTES
<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 FOOTING
<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.
<br />OR Ors `_,Hf,' L fvlFANi IA c 1THLF OPTION PROVIDED IS AN EQUAL
<br />Ar F 1:r,1P TI_r APP! !CA-TION SHOWN `
<br />I -Its( - F SE -)N1 PLAN OP, DE T A.II_ pll
<br />A
<br />PEX
<br />00
<br />�•:- ,^� mot'.
<br />E, IC EKED LUMBER. 1 ie" WIDE, UNO. O D'
<br />0i) Q:
<br />EQUIVA L ENT TO 2-PLY 1 1/4' BEAM) 1 �'
<br />p., r E r L n
<br />r J UMBER S 4" WIDE UNO. N
<br />Fr r;1.DER N
<br />M -�
<br />J
<br />-ARiNG WALL, SPECIFICATIONS LL
<br />vt;Ll SECTIONS, DETAIL SHEETS td S _C
<br />LU
<br />`1' ! i__ 'id! •"! ' NO UPLIF7. NO UPLIFT ANCHORS REQUIRED. MINIMUM J -6
<br />J
<br />L::!" ANCHOR (n� 8'-0" O C. (LINO ON FRAMING PLAN OR true design studies j
<br />Z
<br />Y Y 9000 REGENCY SQUARE BLVD.
<br />T� 1 r r 1 f F UQ SUITE 100, JACKSONVILLE, FL 32211',
<br />TOP PLATE TO STUDS Q
<br />C:)
<br />UNO.LU
<br />C
<br />.CT
<br />--------i �%�-AU�%I,�,iNr"�i....'-�..t"'. _., IHLD_C/,!,G)NOF*., ES`T)iDCOLi)lvfl'J cn
<br />11HOMON' 0
<br />�I11_'CI`JNECT!ON
<br />N
<br />_-- -.--- ---__- , , 'ON F10LDDOWN REQUIRED AT BASE OFCOLUMN
<br />PJ'a I F I is , •_( -i ., Ir;";�.� cT,,a F('I'I F
<br />ZAPPING R_..�RED FROM 2ND LEVEL J
<br />57D 'HEADER;BEAM m a
<br />AN^, 4_r,( " ,T,-r`Mt.I jTEpNC1,!.R WITHIN Zn OF STUD
<br />COLUMN
<br />W e
<br />f":45;1) C ONNECTiNG Si UDS TO B01 i OM PLATE Q
<br />HL 1 I F by Yl�O C
<br />0
<br />W
<br />t } N
<br />? 1 r'i. __)F R'Ai' CO;"alJk ''TiNG HEADER TO JACK STUD U
<br />OT72Z KIN ��., ,L � G1.J'UP 8C- "Otii CONNECTIONW
<br />r HiDiLDIDOWN REQUIRED AT BASE OF STUD GROUP 0
<br />ST 2r1PPING REQUIRED FROM 2ND LEVEL STUD w
<br />`, ` HEADFR'BFAM
<br />S P'S A- Bi' S�' OF K!P:G TACK GROUP C:)
<br />CD
<br />KE_r N )) i �
<br />.4i F-i SQEOF P Nji •:.
<br />- -- LO
<br />4F r> \ 6,� NON BEARING HEADER DUE TO LIGHTLY ti
<br />Ell J I I .y.C,.j t
<br />V
<br />- W w
<br />L,x• j 0
<br />—$- W
<br />w
<br />-.
<br />LU 0 W
<br />"T N Ir CI - f,Itni{IL,^T I�' l"C. W CC
<br />- - w G
<br />h
<br />r ,N _ ...:L'>� L.; ,SIDE OF QPc.n.IIhJ:3 Z � O
<br />4 0j — - - i`Jl iF'1 R �,K > EA�-J SIDE OF OPENING
<br />Q
<br />- c r I, I E,,UcR Q
<br />0 11 w
<br />H E A Q E R FR.AMIN( ) i X
<br />U_ LL
<br />, �
<br />i ;E FN
<br />.r,'_ K. r,D :iN.. :. i ,- ?E: FAS� ENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. Z L.L
<br />F O Z
<br />1! __a,LP5: _ G i-rT . Y •!',UADFD CONDITIONS 49'' OR LESS CLEAR -OPENINGS IN AN O
<br />iaEA
<br />DER SEE PLAN, Q
<br />4 , -L: -:? ROWS 10d @ 8" O C. STAGGERED ALONG EACH EDGE. Of w
<br />NAILS 0
<br />iit_ L,L:7:'J it ... ==r, iiCORD. W _Z
<br />"W" hN F ;, r. S k NC. SLID AND (1) SDW'C15450 KING STUD TO BOTTOM PLATE O
<br />Off. L ' r IING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST n-
<br />-Ln< r ,.,i r SYSTEM IS ABOVE. U LL
<br />1 L rk r Eh NF OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q
<br />T ' r"iEAD�RS WHEN A 2ND LE`/EL FLOOR SYSTEM IS ABOVE: W
<br />Abbott Park J
<br />SL l t X , :_) ` 7 ? ,-._TERN,.TE SECTION (HEADERS),ST-5 O U
<br />J U)E• ,� LL LOT 013-02 0
<br />;ITS •vl 04; ''id x 1-;i" (OR EQUAL APPROVED BY E0R). Q w
<br />"F`,L'Ci;o MAY BE FKr^.P:1ED , 124" O.C. )-
<br />U Q
<br />Z_ Z
<br />( RI ,:1,�1 I r .1 N 0 r E (9 PROJECT NO: VLIJJ
<br />y SIP:�P (�N <;RYLI�: ' IE Al" IES'''•.%E OR EO'1;A!_ S'HAL_L C:E USED IN ALL DRIL LED AND EPDXIED ANCHOR APPLICATIONS . 0 �
<br />-NIC�- <C' T, ! C DE.`. T C' _ . J' j- P,; 7!N _ PC, I E'=L M, Y B`. h^BEDr_ ❑ O THE SPECIFIED Q 2020.005371 W
<br />R A E T CIFIE D DEPTH, IN
<br />R i : r.'v i'.AMC-, ER). Z O
<br />COIN( D -_TE AND `J"vOOD 130-0v'1 PLATE. MANUFACTURE C'S 2 DRAWN DO 810
<br />PE' i'LI; PdS'Ai_LAiION. U O
<br />L k __) --vD FOR DRY USE. ONLY UNO ALL WATERPROOFING AND FIRE SAFETY CHKD
<br />I NTIRAC TOR AND ARIL TO BE DESIGNED AND DETAILED BY OTHER. EAF
<br />i,. t_ :.' r,i=' r IEI,1 -OL AP_- ., l , ,DD;Tit: N O F eA.fnING FASTEN FR REQUIREMEN T S LISTED IN W W
<br />a _1
<br />F F I-) ;DE 4JSS h.'":ANUFA'
<br />CTURER. Q Q
<br />-r ti TOG I ;POVJS iOd @ 8': G.C. STAGGERED. X U
<br />r r E 1ff111/
<br />F 0 B ONT;NUOUS THROUGH FLOOR Q `����
<br />Jti, S �:;16d COMM �N END NAILS. �- `� , � • 'E N�a ,�9 �i� 0
<br />.r� .L: `~':i ri :' h , F^, liii 1=1 r-1- :r J \DOCLiSl11,d bj� Z
<br />L i" ' r'Y P1 GPi4-f-"-3 n NASO. ID ST1 (, <,r.OUP E ELO`•/VMA.TCHING GIRDER OR BEAM : NO 81:66'.
<br />J 1 ) PF C T:<?'NS AS NO I ED ON S TRUCTURAL PLAN. UNO. W
<br />_HFATHED 0JI' F; OSB OR PLYWOOD Z
<br />O
<br />w p�,,.�T7Q8A'435... CO . _
<br />Q
<br />O 07-08-2020 0
<br />1= w
<br />U REVISIONS:
<br />U_ 1:
<br />Q No. Description Date w
<br />Q
<br />� U
<br />0 U)
<br />O F-
<br />z Z
<br />= o
<br />U
<br />W
<br />1--
<br />x
<br />W STm1
<br />d
<br />•;� U/METAL CONNECTOR ENGINEERING
<br />
|