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JocuSign Envelope ID. 76BB34D9-6D70-48D7-9A91-1DE739E95D55
<br />DESIGN CRITERIA AND LOAD.
<br />Building Code
<br />Florida Building and Residential Codes 6tr, E - tlon (2017)
<br />Code for Design Loads
<br />ANSI/ASCE 7
<br />ROOF LOADING' ...............................
<br />TOP CHORD LIVE LOAD ..................
<br />TOP CHORD DEAD LOAD .... ........ ...
<br />BOTTOM CHORD LIVE LOAD
<br />ATTICS WITH LIMITED STORAGE
<br />ATTICS WITHOUT STORAGE........
<br />BOTTOM CHORD DEAD LOAD ... ....
<br />Cd = 1 25
<br />20 PSF
<br />7 PSF T ILi P
<br />20 PSF (PE C
<br />10 PSF
<br />(NOWCONt RE
<br />5 PSF
<br />WIND LOADING...... .. .. .- ..
<br />_.. Cd 1 60
<br />ASCE 7-10, 3S GUST... .... ........
<br />139 MPH
<br />BASIC WIND SPEED
<br />EXPOSURE CATEGORY ..................
<br />C
<br />BUILDING CATEGORY.. .. ....... -_...
<br />11
<br />ENCLOSURE CLASSIFICATION _
<br />ENCLOSEL
<br />INTERNAL PRESSURE COEFF_ _ .
<br />__ 0 18
<br />C&C DESIGN PRESSURES..........
<br />;SEE TABLE
<br />FLOOR LOADING......... ....... ...
<br />Cd = 1 00
<br />TOP CHORD LIVE LOAD ......... ......
<br />40 PSF
<br />TOP CHORD DEAD LOAD........... .._
<br />10 PSF
<br />BOTTOM CHORD LIVE LOAD.... .......
<br />0 PSF
<br />BOTTOM CHORD DEAD LOAD.. . __..
<br />5 PSF
<br />SPECIAL FLOOR (GAME ROOM) LOADING
<br />TOP CHORD LIVE LOAD .........................
<br />TOP CHORD DEAD LOAD ............ .....
<br />BOTTOM CHORD LIVE LOAD..... .._...
<br />BOTTOM CHORD DEAD LOAD... ........
<br />MAXIMUM FLOOR TRUSS SPACING........
<br />Cd = 1_00
<br />60 PSF
<br />10 PSF
<br />0 PSF
<br />5 PSF
<br />16" 0 C
<br />DEFLECTION CRITERIA
<br />LL / 240
<br />ROOF TRUSSES ..............................
<br />TL / 180
<br />TL MAX 1'--
<br />L L / 480
<br />TL 36
<br />/ --
<br />OPEN WEB FLOOR TRUSSES..
<br />LL / 4r'
<br />TL/240
<br />WOOD I JOISTS ....................
<br />TL MAX '/
<br />LL / 360
<br />BEAMS'
<br />................................... ... _
<br />TL / 2,10
<br />NOTES:
<br />1. PORCH BEAMS AND BEAMS SUPPORTINr- EXTERIOI
<br />ABOVE SHALL NOT EXCEED 3/4" DEFLEC- ION
<br />TABLE 1: COMPONENT AND
<br />CLADDING DESIGN PRESSUF,.-
<br />WINDOWS AND DOORS
<br />EFFECTIVE
<br />WIND AREA
<br />ZONE DESIGNATION
<br />IZ - interior Zone (psfj
<br />:I EZ - End -'
<br />0 - 20 ft2
<br />+28.54 -30.96
<br />li +28 54
<br />_ 21 - 50 ft2
<br />+27.17 -29 5u
<br />+27 17
<br />51 - 100 ft2
<br />+25.52 -27.94 +25 52
<br />101 - 200 ft2
<br />+24.25 -26 6 +24,25
<br />VINYL SOFFIT MAX PRESSURE (psf) +28.6
<br />GARAGE DOOR PRESSURE +21.7
<br />END ZONE KEY MAP
<br />END ZONE: END ZONES SHALL BE TAKEN
<br />AS THE 1ST 4.0' PER FIGURE R301.2 :7)
<br />1STFIOOR
<br />P
<br />38
<br />;5
<br />2
<br />�9
<br />38
<br />24
<br />4.0 F
<br />(TYP)
<br />END:
<br />DE SIC JA
<br />DIAMETER
<br />LENGTH
<br />8d COMMON
<br />0.131"
<br />2-'/z'
<br />8d RINGSHANK
<br />0.113"
<br />2-%"
<br />1Od x 1-'/2"
<br />0.148"
<br />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-'/4"
<br />16d COMMON
<br />0.162"
<br />3-'/z"
<br />TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
<br />NIf )TFQ 4 d.
<br />p O
<br />STUCCO AND DIRECTLY
<br />MIN 1%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (�/16" 24/16
<br />ADHERED STONE
<br />INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
<br />^
<br />Q c
<br />(NOTE 6)
<br />FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
<br />w=�
<br />v
<br />U Oz
<br />ALL OTHER VENEER
<br />MIN �/6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
<br />J
<br />(NOTE 8)
<br />W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
<br />6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
<br />Y (�
<br />TILE ROOF
<br />MIN 1%2" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
<br />C) z
<br />(NOTE 7)
<br />PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
<br />= w
<br />8" O.C. IN THE FIELD
<br />o Q O
<br />O w z
<br />SHINGLE AND METAL ROOF
<br />MIN �/6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
<br />0 = `�
<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 />I
<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 %" EXTERIOR GYPSUM
<br />CEILING BOARD, FASTEN w/ 5d x 1 %" COOLER NAIL OR NO.6 x 11/4" LONG SCREWS @
<br />4" O.C. EDGES, 8" O.C. FIELD
<br />NOTES:
<br />1 FOR SHEATHING THICKNESS GREATER THAN 1V32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
<br />SHANK NAILS. (0.148" x 3" LONG).
<br />2, COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
<br />3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
<br />4, ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
<br />CURRENT APPROVED APA.MANF. SPECIFICATIONS.
<br />5 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 />6. 1V32" 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 7/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
<br />SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
<br />7 1V32' PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
<br />AND INSTALLATION REQUIREMENTS ALLOW, 1V32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
<br />8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
<br />9, 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, 4 PRESSURE TREATED LUMBER
<br />PRESERVATIVE
<br />FASTENER TYPE
<br />ACZA
<br />STANDARD CARBON STEEL
<br />STAINLESS CONNECTORS AND
<br />SODIUM BORATE (NOTE 1)
<br />FASTENERS REQUIRED.
<br />CONNECTORS MUST HAVE
<br />Z-MAX, G120 OR TRIPLE ZINC
<br />ALL OTHER PT
<br />COATED FINISH.
<br />(INCLUDING ACQ & MCC)
<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 />SHALL NOT EXCEED 75% 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 />5 FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE'/2" 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 />6 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 />o 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 />L{ 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 15'x15' 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 />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 />PRE-ENGINEERED TRUSSES & I -JOISTS
<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 FLORIDA 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 />2. 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 />0
<br />TABLE 7: METAL CONNECTOR SCHEDULE C,
<br />o
<br />NOTES 2, 3, 4 )� ''-:� #-- y �a-; 0
<br />USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL~ OR _ ITHR OPTION PROVIDED IS AN EQUAL o
<br />A!_ F 1 I7 T;,, r. - t L ;PPL ICATION SHOWN O 0
<br />ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE _� Ni UNLEa0, �, 0HER'V,`!SE ON PLAN OR DETAIL 04 0
<br />R L.NGIh+r ER, : r RE( OR`7
<br />SIMPSON PEX
<br />SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS v1+' EACH A,'= nj ,\ - j
<br />(8)%4 X 1 ''/z" SIDS SCREWS (8)%" x 1'/2' WS15-GC i TSB JRIE�JTEi : S'fRA.ND BOARD 00 (D
<br />WOOD SCREWS IN STUD 9 10d COMMON (,9) 10d � I 4^dSP WOOD STRUCIFURAL PANEL
<br />DTT2Z IN STUD /z' Q X 4 /z" DTB-TZ CS18 O CS20 SYP SO -3 LIERi } YELLOVJ PINE
<br />/z O x 4/z EMBED EPDXY EACH END COMMON
<br />(NOTE 2) EMBED EPDXY OR SPF SP�;UI E- 'iiv ='UF , Cf5
<br />SCREW ANCHOR OR SCREW ANCHOR EACH END
<br />� ON-i CONTINUOUS T_
<br />(18)0.162"x2'/z"IN (18)0.162"x2'/z"IN -,� JC ON CENTER N
<br />HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 Yz" (7) 10d x 1 ',/z" I L;=,I, 1.55E TIMBERS RAND LSL ENGINEERED LUMBER, 1 '/e" WIDE, UNO. (V
<br />(NOTE 2) 48" 0 x 6" EMBED ANCHOR HTT45 �8:, O x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END 3 'i" V 1D,
<br />/ i SL REAtv1S ARE EQU!\/ALERT TO 2-PLY 1 3/a" BEAM) M
<br />IN CONCRETE IN CONCRETE i L.VL. 2.0E vil"R-!.L JNI LVL ENNErRED LUMBER, 1 -'/<" ,VIDE _
<br />' PSL 2.0E PA,RRr,LI_AM PSL EN(=:iNEE �R:_D LUMBER, 3 'iz" WIDE, UNO. �
<br />(26) 0.162" x 2 /z" IN (26) 0.162" x 2 /z" IN
<br />HTT5 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON SYS -12 PROP1ERLY F ED OPEi'�? 01EB HEADER w
<br />(NOTE 2) �8" O x 6" EMBED ANCHOR HTT45 r§8:, 0 x 6" EMBED ANCHOR MSTA24 t S
<br />EACH END MSTA24 EACH END i J
<br />IN CONCRETE IN CONCRETE
<br />IN i"i_r IUP ! C IF' 7)"'D s RWG '+/ALL, SPECIFICAT°ONS �•� t t t °s
<br />(20)'%" x 3" SIDS SCREWS i ; OU-Li }c �_ N ti P,C.,1 NALL SECTIONS, DETAIL SHSE"TS z
<br />IN STUD GROUP (24) 3" WS IN STUD (13) 10d COMMON (13 10d COMMON O
<br />HDQ8-SDS3 PHD8 GROUP /8 Q1 x 12 EMBED MSTA36 MSTA36 ) r'T ; I IC RS REQUIRED. a U 1
<br />7/8" O x 12" EMBED EACH END EACH END NO UPLIFT ANCHORS t R�QUIKE�. 4iii\1+,1JN, C%}
<br />ANCHOR IN CONCRETE ANCHOR IN CONCRETE f r , r
<br />l j sxx � `-n BOT I �. «i t ANCri �� ,.AGE IS %z" ANCHOR (&; 8'-0" O.C. (UNO ON FRAMING PLAN OR 9000 REGENCY SQUARE BLVD.
<br />(7) 10d COMMON IN (7) 10d COMMON IN ; \'u S 'L ` !F!'" "-)ri I' Q SUITE 100, JACKSONVILLE, FL 32211
<br />(7) 10d x 1 '/2' IN TRUSS (7) 10d x 1 1/2" IN TRUSS WOOD FRAMING WOOD FRAMING i �� 0
<br />META12 4" WET EMBED IN HTA16-18 4' WET EMBED IN MSTAM36 MSTAM36 \\ ��\ �� STRUC I t;L� ,.. O.7D BFAi�/)
<br />GROUTED BLOCK WALL GROUTED BLOCK WALL (4) %" x 2 ''/4' TITEN (5) ''/4' x 2 '%" TAPCON IN a O
<br />SCREWS IN MASONRY MASONRY
<br />(11) 1 Od x I %" IN (11)10dx1'/,"IN l
<br />(8) 10d x 1 / IN TRUSS (9) 10d x 1 /z IN TRUSS �, , �• _ W������o������e����
<br />TRUSS/RAFTER TRUSS/RAFTER TER ----.____._.---___-- _-. __-- ^vUr,(L, 5-jG0 ONINEC ING LO: PLATE TO STUDS.
<br />META20 4" WET EMBED IN HTA20-18 4" WET EMBED IN HTS20 HTW20 I '
<br />GROUTED BLOCK WALL GROUTED BLOCK WALL (11) 10d x 1 '/2' IN (11) 10d x 1 %z' IN M1 ❑
<br />STUD STUD Pel;r�1E3ER Gt" S BELO't-1! BE,`aAi?GIRDER TRUSS. STUDS DeRHOMON'
<br />'5
<br />i
<br />12 10d x 1 '/z" IN S 10d x 1'/z" 1N i __ rC f J..+Ct, `:'�, ,_;_ FRAMING SIZE AND GRACE, UNO. �
<br />( ) O (2 ,lTt i15 u i ❑ s�
<br />ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER I - - �, , + _, y_ T ,Aj z a� $A dr
<br />PAU44 HTSM20 HTWM20 _-__---I ADD, ,_.J,-,._. I'AR,; i FOR TI.!_ LIDCA:ION 0: THE STUD COLUMN o � a �; s
<br />(NOTE 6) 4g" f0 x 7" EMBED EPDXY 4g" 0 x 7" EMBED EPDXY (12) 10d x 1 '/z" IN (4) /4 x 3" WEDGE BOLT � j 1 � x I � �` � � a�� v \� a � � � a�
<br />OR EQUIVALENT IN STUD 2 NC! iOR J \�`° ar �� ��
<br />STUD --L -( -I CONNECTION m 1o°c°U 0
<br />12 16d COMMON NAILS 12_ 16d COMMON NAILS ' ' F � r ,� a' _
<br />ne
<br />,�. vi'I.1
<br />( ) ( ) (5) 8d x 1 /z" IN (5) 8d x 1 /" IN � -- -�-- F�'D �"TuIJ � . vim:w
<br />ABU66 48" O x 7" EMBED EPDXY 48" 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS i 1 ST LEVEL ,IUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN 0'
<br />PAU66 i c S- , , r -
<br />(NOTE 6) (12" EMBED AT GARAGE (12" EMBED AT GARAGE HA8 (5) 8d x 1 /z" IN RT7AT (5) 8d x 1 h" IN 2ND LEV_.L J'v CO_UIYIN. STRAPPING REQUIRED FROM 2ND LEVEL Q :z
<br />DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE I COLUMN _;_(7) +ST- L.E`,/i-L ;TUDSIi-iE.ADERiBEAM. ❑
<br />HU48, HD48, (5) 10d x 1'/z" IN (5) 10d x 1'%z" IN j °ANCF!OR° 1tL=CiURES I C;TTC�:1 PLATE ANCHOR V4iTHiN 3" OF STUD COLUMN
<br />(14) 16d COMMON IN (14) 16d COMMON IN Cn
<br />HUC48, HD481F, TRUSS TRUSS I------ -- -- NUMBER OF SD'dA`C15450 CCNNECTING STUDS TO BOTTOM PLATE
<br />HEADER HEADER H8 RT8A i
<br />HU28-2, HD28-2, (6) 10d COMMON IN BEAM (5) 10d x 1'/z" IN (5) 10d x 1'%z" IN �I�
<br />(6) 10d COMMON IN BEAM HEADER STR„-,PP!NG KEYNOTE. Z
<br />HUC28-2 HD28 21F TOP PLATE TOP PLATE
<br />HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 1 Od COMMON TO , — — NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD LLI
<br />HUC410, HEADER HD4101F, HEADER TRUSS/RAFTER TRUSS/RAFTER I C�
<br />HU210-2, HD210 2, LGT2 7 '/4' x 2 %4' TITEN LUGT2 -1- . „ -- TYPE C F S. Rr;.P CONNF- TING HEADER TO JACK STUD w
<br />(10) 10d COMMON IN (10) 10d COMMON IN O (5)'0" x 3" WEDGE BOLT STA%.
<br />HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT 1 - , IT2Z UNG Arh:'=R'."7LIP BOTTOM CONNECTION
<br />22 16d COMMON IN 22 16d COMMON IN a O
<br />( ) ( ) (26) 16d SINKER (28) 16d SINKER IN WALL1 S_r c r; ''! ? : P HOLDDOWN REQUIRED AT BASE OF STUD GROUP �
<br />HUC212-2 HEADER HD212-21F HEADER L__
<br />LGT3 IN WALL FRAMING LUGT3 FRAMING - "- 2Ni lE, i_ , E D i L! 'v'N. STRAPPING REQUIRED FROM 2ND LEVEL STUD
<br />10 1 Od COMMON IN BEAM 10 1Od COMMON IN BEAM
<br />(12) SDS '/4' x 2'/z" (12) WS25 %' x 2 %z" 1 GIZC L(' T 13 LEVEL Ti JDSIHEADER/BEAM
<br />�
<br />(4)'/4' x 1 ''/z" SDS SCREW (4)'W x 1'/z" WS15 SCREWS IN TRUSS IN TRUSS z
<br />IN TRUSS/ RAFTER _ F r.L E O�Vi _� S NAPS i T BASE OF KING/JACK GROUP LO
<br />IN TRUSS/RAFTER HGA10 4 %4' x 3" WS3 SCREWS ~
<br />HGA10KT (4)+'/4" x 3" SIDS SCREWS O I NON_BEAF NG HEADER. ;_RAMING KEYNOTE �J
<br />�1
<br />IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT �{ r -- - -- O
<br />NU HI - # ---- - NUMBER OF Kh `' S 1 UDr_ EACH SIDE OF OPENING Z O V
<br />(4) SDS''/4' x 1 ''/2' SCREWS (4) /4 x 1 /2" WS15 SCREWS 1)1 ---- 4---------d w
<br />IN TRUSS/RAFTER IN TRUSS/ RAFTER -------------- HEAP ! '; =''! 13;: FRA rE^ AS NON BEARING HEADER DLiE TO LIGHTLY U) VM
<br />HGAM10KT 3 HGAM10KT 4) %4' x 13/" WEDGE BOLT w W
<br />(4) %" x 2/4" TITEN SCREWS ( i_OA.DED CC:?ev; i!Tir�rlS A,8(:VE W
<br />IN MASONRY OR EQUIVALENT IN
<br />MASONRY -IL__ R_ _ z #2 `YP I "FRRAPAIN_ KE'NOrE - U)
<br />z W
<br />NOTES: I 2x G t 2 ---- NUiVi, v R K',\k � S 100 0 EACH SIDE OF OPENING ❑ 00
<br />O
<br />1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS. i
<br />? �+
<br />2. PRODUCTS SELECTED USING SIMPSON 2017-2018 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AL T ERNA. T f_S ---- NW;,;BER ;f= `\CK STUDS EACH SIDE OF OPENING Q_
<br />3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. ____-____.. _ _ -,- W
<br />+�E!-� #�`2 S�J{? HEADER W ` 75
<br />� 1
<br />4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS. Z O
<br />5. POSITIVE PLACEMENT GUN NAILS, 2 ''/z" LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR -
<br />ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS. Q
<br />6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES r?E FRAMING KEYNOTE ILI
<br />Z Q Q
<br />''/4" 0 x 2 3/" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 1/4" 0 x 1 '/4" TITENS ILO 16d. L 52 -- PaLa.? s I; ,,: L. ; Ch SiDE OF OPENING w W w
<br />- NULr_. + 'S EAC,i SIDE OF OPENING - Lli
<br />-
<br />MASONRY NOTES
<br />-- - - H4 J`iR + r LVt PSL. OR SYS42) O X
<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 DEr'T _ _ U_
<br />BED. N:_!M P (,F PL L; 1 DE"'. (" %4" WIDE UNO) Z
<br />2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9 _ O a z
<br />GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. F+� F'' F � •'� ` INC"; O
<br />3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER `jf ' - -€ ei� <
<br />TYPE HORIZONTAL JOINT REINFORCEMENT nLl_ ADEf ACK A>�D 'irJ :.Tu C , .; IA+__ E�_-: FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. LU
<br />' "
<br />4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI. 3 '�� ':•'GERED.
<br />5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR. 2. N011`4BEARING HEADERS: DUE I i LIGHTLY Lf"ADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 0- Z
<br />6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25". EX?-ER+OP. 11.IALL DO NOT RtOCi!?r _-0AD BEARING HEADER, SEE PLAN.
<br />7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING. L.AST'=t"i ALL MULTI -PLY H :=0,DEu' : 1 i'3'ETHE ' IITH (2') ROWS 10d@ 8" O.C.. STAGGERED ALONG EACH EDGE. 0 �
<br />8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET. PAS IJ FtL HtA,E}EP,S TC �+ ?t S1 ++ ; 'a;8 TOr NA'I S U LL
<br />9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE. EAD�R NO SPECIFIEDti %:P { En ? RECORD Q
<br />JO C!N PLAN, iv1iN (1) SDI,"JC i5= ^;T TOP PLT TO KING STUD AND (1) SDVdC15450 KIr!G STUD i"0 BOTTOM PLATE ❑ W
<br />Abbott Park —I
<br />C'JNNECTIC'N REQUIRED "C,t S'Dr i;F'Jr F <'+LG ;N0 CONNECTION Rc.}UIRED FOR OPENINGS AT FIRST ��<
<br />FLOOR HE, .DER'vNJ !EN A Z D :_%.v EL - '_'DOR `,YS . EM IS ABOVE. O t./1
<br />TOP PL/\TI= TO HEADER CONNtt , i ,!':"I PER ONC OF i HE FOLLOWi-,NG (NO CONNECTION REQUIRED FORLL -� co
<br />OP' NINES 39i R LESS. UF' i N` -T C iOR Hi ADERS WHEN A. 2ND LEVEL FLOOR SYSTEM IS ABOVE: LOT 003-02-A ❑
<br />4 SF)dt/C'.`;rn) MAX 3'2 0 i S 0WIN! AL TER NATE SECTION (HEADERS),ST-5 Q W
<br />a :PI-i vv! ( 12) 1Od x 1-'/z" ` 16" C OR Q
<br />® DSP w/ ,14) 10d x. 1-'/ C� 16" 0 ('. OR z z
<br />® FA.STErJ TRI!SS D!RE Tl y ;I -Al' EF". ��•.E/ Nil-S OR HTS w/ (14) 10d x 1-'!" (OR EQUAL APPROVED BY EOR). _O
<br />8 CRIPPLE BL'J: KS BE1.C,, J i 3rf,R ' Ir.ADF_I?S MAYBE FRAMED A i 24" O.C. U)
<br />PROJECT NO: W
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<br />g3
<br />¢d-';r"'°� 'h3f q �...� � Ot y 1 2020.001721
<br />M- I TrE S Z DRAWN: 0
<br />�.. = KG
<br />810
<br />SIMPSON ACRYLIC 71E ADHESIV't 1) EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS . U 0
<br />ANCHOR BOLT, THREADED ROD. OK DOWELED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN iW CHKD: �
<br />A. HOLE_ AS SPECIFIED BYMAW: (TYPiCALL.Y 11116" TO V8" GREATER THAN SPECIFIED ANCHOR DIAMETER). X EAF W
<br />ADHESIVE/EPDXY MUST FILL I HLE ; ? OLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S -
<br />C, )— .�, Ti`P r' M1I v 'C ._i �, I - C.rti �r� r w w
<br />_, f_C!FI I „(:,,JS MI..I T G,._ ,_ a__t +"tiCJ : \;F'. PR;.�PER INS i.4LLATJON. W _j
<br />2 F,LL !_UIv1EER SPECIFIED ONDRA:':';!i GS IS il�' ENDED FOR DRY USE ONLY. UNO ALL WATERPROOFING AND FIRE SAFETY Q Q
<br />S'r'":_ -FENIS ARE THE RESPC NSiRtLIT t"OF TH L,:_iNTRAr, i OR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X C)
<br />3 ALI'_ META a CONNECTORS SPEC '.F iED ON PLAN /\.RE IN ,ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN < `,�LA� �i (/)
<br />4 BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. �- `��� ,��• G•E N l��
<br />5 FASTEN ALL MULTI -PLY STUD COI UMNS AND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. m � .••�� S�•'.• �r z
<br />UPPER LEVEL MULTI PLY S I iD GRC-)UPSF L''`ru ALLGIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR ❑ p� %'
<br />=,':'S TEM -0 FOUNDA f.ON. V+ O ;"_QUIRE r B L L Ot1',1 HEADER JACK/KiNG STUD GROUPS) W r U8c&§I CE 1;X.
<br />6 FASTEN ALL STUDSTO BO +TOP i AND " OP PLAT ES lydl FH (4)8d TOE NAILS OR (2)16d COMMON END NAILS. Z
<br />? FASTEN ALL TR'JSSFS ANu R� r FI :; f 0 TOP PLATES 'lVl T H (3)8d TOE NAILS. > ❑
<br />Vic. !i
<br />8 ALL iv'ULTI-PLY T RUSS GIRDERS A+ D BEAN:6 0 HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM O STATE OF
<br />THICKNESS AND MA-1 (H!IJ, v1 ! L UD SPECIRCATIONS AS NOTED ON STRUCTURAL PLAN, UNO. w • f(/ CA
<br />9 EXTERIOR WALL DESIGN ASS ' 1' ` CONTINUOUSLY Y SHEA T HED V.'i FH OSB OR PLYWOOD Q ile.91
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