|
seal
<br /> LATERAL BRACING NOTES GENERAL•STRUCTURAL NOTES GENERAL•STRUCTURAL NOTES :
<br /> E
<br /> THIS MODEL HAS BEEN ENGINEERED TO RESIST FOUNDATION •DESIGN IS BASED ON 2015 MINNESOTA RESIDENTIAL CODE
<br /> LATERAL FORCES RESULTING FROM: (2012 INTERNATIONAL RESIDENTIALCODE).
<br /> 115 MPH HIND SPEED,EXP.B •WOOD FRAME ENGINEERING 15 BASED ON NDS,'NATIONAL DESIGN
<br /> (ASCE T-10 HIND MAP,PER MRC 83012.1.1) •FOOTING DESIGN-2p00 PSE ALLOWANCE SOIL BEARING PRESSURE SPECIFICATION FOR WOOD CONSTRUCTION'-LATEST EDITION.
<br /> 15 ASSUMED.BUILDER/CONTRACTOR MUST VERIFY. •DESIGN LOADS;
<br /> RISK CAT.2 1 SEISMIC CAT.A/B. •MINIMUM 28 DAY COMPRESSNROOF E STRENGTH OF CONCRETE SNON=35 PEP � SNOW PEE T ©,�y,;ynl NuxEax&xua
<br /> SJ Structural Engineering.Inc
<br /> q0 MPH WIND IN 2015 MRG MAP FOOTINES SHALL BE spo0 psi LIVE_2O PSP
<br /> •P00111468 MAY BE POURED WITH 31)00 psi CONCRETE IF DEAD=7 PEE TL, 10 P5F BL.
<br /> APPROVED ADMIXTURE 15 USED TO ACHIEVE A WATER AND LOAD DURATION FACTOR=1.15
<br /> ENGINEERED DESIGN HAS COMPLETED PER VAPOR RESISTANCE EOUVALENT TO 5,000 psi CONCRETE a o
<br /> 2012 IBC(SECTION 1609)t ASCE 7-10, FLOOR LIVE=40 P5F(30 P5F a SLEEPING AREAS) J
<br /> •ALL CONCRETE EXPOSED TO THE MATER SHALL NOT HAVE LESS DEAD=10 P5F IL,5 PSF BL.(TRUSSES)
<br /> AS PERMITTED BY R301.13 OF THE 2015 MRC. D
<br /> ACCORDINGLY,THIS MODEL,AS THAN 5%OR MORE THAN 1%AIR ENTRAINMENT. ADDU 10 P5F•CERAMIC TILED c
<br /> AND DETAILED HEREWITHIN,15 ADEQUATE TO •BASEMENT FOUNDATION MALL VESPER BASED ON 8'OR 9'HEI6HT, Y cr.
<br /> LATERAL SEE LATERAL BRACING NOTES as
<br /> RESIST THE CODE REQUIRED LATERAL AS NOTED ON PLANS.TALLER MALLS MUST BE ENGINEERED. e
<br /> FORCES,AND DOES NOT NEED TO CONFORM •ALL FOUNDATION WALL OPENINGS SHALL HAVE(2)15 BARS AROUND SOIL 2pOO PEE ASSUMED ALLOWABLE BEARING +m g
<br /> - TO THE PRESCRIPTIVE PROVISIONS OF R602.I0. ALL SIDES,TOP,AND BOTTOM OF OPENING(I4 RE APPLICABLE). PRESSURE(TO BE VERIFIED BY BOLDER) Z 53 H
<br /> REINFORCEMENT SHALL EXTEND IZPAST EDGE OF OPENING IN (X j .
<br /> STANDARD EXTERIOR WALL SFfATHINS EACH DIRECTION. GENERAL FRAMING w r�
<br /> $PELEIGATIONS •TYPICAL REINFORCEMENT DETAILS:LAP ALL RESAR 24'MIN;BEND "
<br /> BARS AND LAP AT CORNERS;PROVIDE 6'HOOK INTO SUPPORTING •REFER TO IRC FASTENING SCIEDULE TABLE R60231)FOR ALL I m
<br /> •Y2" FIBERBOARD SHEATHING: FOOTIN65 WHEN FOOTINGS INTERSECT;PROVIDE 3'MINIMUM COVER C.OMEGTIOK,TIP.UNA. J'-
<br /> FASTEN SWATHES N 6d)NLS OR 16 IA K'IONS STAPLES• AT THE BOTTOM BARS AND I U2"COVER AT TIE SIDES. •ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING MINIMUM •
<br /> 3"oc.AT ALL PNB ED6E5 NV 6•os.IN TI
<br /> C. E PANEL FED. •BASEMEN WALLS SHALL BE BRACED,PRIOR TO BACKFILLING,BY DIMENSIONS,VAN.: D v 1
<br /> ALL SHEATHINS SHEET PANEL EDGES SHALL OCCUR OVER WALL
<br /> FRAMING MEAERS CR 2x HORIZONTAL BLOCKING SHALL BE EITHER ADEQUATE TEMPORARY BRACING OR INSTALLATION OF 84 NAILS: 2)i"LONE,0.131'0 SHANK,FULL HEAD END c
<br /> PROVIDED TO SUPPORT PANEL EDGE Aro FASTENERS. FIRST FLOOR DECK. IOd NAILS: 3'LONE,0.131'•SHANK,FULL HEAD
<br /> ' •ALL FOOTINGS SHALL BEAR BELOW FROST LINE. CONSULT SOILS 12d NAILS: 3Y"LONE,0.131'•SHANK,FULL HEAD -
<br /> 05B SHEATHING REPORT/LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW GRADE. I6d NAILS: 3)4'LONE,0.131'0 SHANK,FULL HEAD
<br /> a'EERE NOTED ON PLN15U •FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR
<br /> E •EXT.t INT.BEARINS WALLS SHALL BE 2x4 OR 2x6(AS SHOP•)ON Y
<br /> N6'OSB OR /3z' COD PLYWOOD: 45% M'AGTIFILL.
<br /> ONLY AT LOCATIONS INDICATED ON PLANS ..
<br /> -SHEATE WALL 5HOVW PLANS)a 16'OL.SPF SW GRADE LIMBER,OR BETTER,UNA.
<br /> WITH 1(,•OSB.FASTEN SFEATNN6 A5 NOTED BELCH.ALL SHEATHINi •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB •WALLS OVER 12'TALL SHALL BE PER PLAN.
<br /> SHEET PANEL EDGES SHALL OCCUR OVER HALL FRAMING MEH ERS ED6E5,AND OTTER LOCATIONS WERE SLAB CRACKS ARE LIKELY •ALL 2x8 AND LARGER HEADERS,BEAMS!OTHER STRUCTURAL
<br /> OR 2x HORIZONTAL BLOCKINS SHALL BE PROVIDED TO SUPPORT
<br /> PAWL ED6E AND FASTENERS. TO DEVELOP. MEMBERS SHALL BE HEM-FIR•2 MF)LUMBER,OR BETTER NM P number.
<br /> •PI-FASTEN NEATENS W 6d%ALS•6.00.AT PANG®6E5 • SAN OJT OR TOOLED JOINT DEPTH SHALL BEA OF TIE 1 67-1 6024
<br /> NV l2'OL.AT CENTER ALTERXAI,16 6A Me'LONG STAPLES DEPTH OF TIE SLAB O'FOR A 4'SLAB) •ALL NON-BEARING INTERIOR 5111D WALLS SHALL BE CONSTRUCTED
<br /> •3'00.AT PNC.BRIBE NV 6"00.N TIE PANEL FIELD. • JOINTS SHALL BE LOCATED a 10'-0"OL.(RECOMFENDED)OR WITH 2x STUD'&RADE)EMBERS SPACED O 24'OL.MAX,OND)
<br /> •P3-FASTEN 61EA114116,J ed NAILS•3'OL.AT PANEL ED6E5 15'-0'OL.(MAXIMUM) •HEADERS IN NON-LOAD BEARING MALLS SHALL Be PrOed IV J SB
<br /> NV 2.04.AT CENTER STAPLES ARE 1)01 PERMITTED IN • JOINT 6RJD PA i 1 tKN SHALL BE AS CLOSE TO SQUARES AS
<br /> AREAS DESIGNATED AS•056 SIEATHIN&-P3• (12x4/6 FLAT a OPENINGS IIP TO 4',(2)2x4/6 FLAT IIP TO 8'. drawly BJ D
<br /> POSSIBLE(1:1 RATIO),WITH A MAXIMUM OF 1:15 RATIO •AWL RRAMIN6 LOSER SHALL BE DRIED TO IS%MC(KD-IS). issue COMEGTION SPWIFTOATIONS 12-30-16
<br /> NINE:toe NAL•3•x 0131'SUN NAL •FASTEN 2x4/6 SILL PLATES TO FND WIN A MNIMM O=2 ANOi0R5
<br /> PER PLATE,12'MAX.FROM PLATE ENDS.PROVIDE 1/2'DIA ANCHOR •EN61!l�2FD LUMBER TO MEET OR EXCEED TIE FOLLOWING:
<br /> -PET TO SOLE PLATE (3Aod TOFIALS BOLTS w/T'MIN.EMBEDMENT IN GONG END. (ALT:)4'DIA.x 6'LONG •CSL'-Fb=2325 psi; Fv--310 psi; E=155x10"6 psi REVISIONS:
<br /> SOLE PLATE TO.LgSTRLK'E. OD NHLs•4'oc. SIMPSON THD50600H TITER HD CONCRETE SCREW ANCHORS) •LVL'-Fb=2600 psi; Fv--285 psi; E=21)x10"6 psi date initial:
<br /> sNX TO SOLE PLATE (Nod TOENAILS -SEE"2015 BAM TOP OP FOUNDATION WALL SUPPORT WIDE"FOR •ENGINEERED LUMBER MAY BE SOLID OR MULTIPLE FLYS OF BUILT-LIP ---
<br /> TOP OR SOLE PLATE TO STE (3A0d VIALS SPAGIN6 AND ADDL CLIPS REQUIRED MATERIAL,WITH TOTAL WIDTH TO MATCH SIZE INDICATED ON
<br /> RIM To TOP PLATE Ed TOENAILS•6"oc. FRAMING PLANS. PASTERNS OF MULTIPLE PLYS SHALL ADH RE TO
<br /> BEXK.BN61 JOISTS TO TOP PLATE (Nod TOSNLS •ALL LUMBER EXPOSED TO MATER OR IN CONTACT W/PERIMETER THE MANIFACNRERS SPECIFICATIONS.DEPTH OF ALL MULTIPLE
<br /> RASTB RRU56 TO TOP PLATE SEE ROOF FRAME NOTES FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTIEN PIE 62.
<br /> DOUBLE SW 10d NAILS•24•oc. 11313ER5 SHALL BE AS INDICATED ON FRAMING PLANS.
<br /> DOI.ELE TOP PLATE lad NAILS•24•oc. •BUILDER TO VERIFY CORROSION-RESISTANCE COMPATIBILITY OF •FACE NAIL MULTI-PLY 2x BEAMS 1 HEADERS W/3-ROWS OF 10d
<br /> DOLELE TOP PLATE LAP SPLICE ilolod MALS IN LAPPED AREA HARDWARE 1 FASTENERS IN CONTACT PV PRESERVATIVE-TREATED NAILS•12'OL.STAS6ERED. APPLY NAILING FROM BOTH FACES•
<br /> TOP HATE W•COMPS I (Nod NAILS WOOD.CONTACT LUMBER 4 HARDWARE SUPPLIERS TO WORD. 3-PLY OR GREATER UTILIZE 2 ROWS OF NAILS FOR 2x6 1 2x8.
<br /> INTERSECT/6S WALLS
<br /> BIALT ILP 1EADBt 10d NAILS•12'oc.A CNS •FOOTINGS AND SLABS ON&RADE SHALL BEAR ON VIRGIN SOIL OR •ALL HEADERS SHALL BE SUPPORTED BY(1)2x JACK 5118 1(1)2x
<br /> EA EASE 95%COMPACTED FILL. KIN&STUD,MINIMM.
<br /> NOTES: •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB -TIE NUMBEROF
<br /> ERAS SPECIFIED AT A SUPPORT INDICATES TIE ..I
<br /> ED6E5,AND OTER LOCATIONS WERE SLAB CRACKS ARE LIKELY NABER OF JACK STIRS REWIRED,LANA.. X
<br /> I LATERAL ANALYSIS AS AES 511/0 SPACING•16•oc. TO DEVELOP. •PROVIDE SOLID BLOCKING IN FLOOR SYSTEM ODER ALL POSTS W to
<br /> 2. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES •SAW CUT OR TOOLED JOINT DEPTH SHALL BE A OF TIE DEPTH CONTINUOUS TO FND/BEARIN6. BLOCKING TO MATCH POST ABOVE. LU Ui
<br /> FASTENED TOGETHER A I2d AT E-OL.USE(12)12d AT OF THE SLAB U"FOR A 4'SLAB) ,x.,����•��,��
<br /> EACH LAP SPLICE,(6)EACH SIDE OF JOIN.(7YP.ow) •JOINTS SHALL.BE LOCATED a 10'-0"OL.(RECOMMENDED)OR O
<br /> 3. ALL INTERIOR SEAR HALLS AID EXTERIOR HALLS ARE 15'-0'OL.OIAXIMIIM FLOOR FRAMING Q I
<br /> SHEATHED ABOVE AND BELCH OPENN65. •JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS >,
<br /> POSSIBLE(I:I RATIO),WITH A MAXIMUM OF 1:15 RATIO ,Q
<br /> •TR11xt SHAM BE DESISTED BY MANUF.TO MST OR EXCEED
<br /> INDICATES LOCATION AND EXTET OF •DIMENSIONS BY OTHERS,BOLDER TO VERIFY. L/480 LIVE LOAD DEFLECTION CRITERIA AND SHALL RUN 0
<br /> —— 51.EARWM1 41ICH REQUIRES SIEATHINS DAMP-Amon CONTINUOUS OVER SUPPORTS WffREVER POSSIBLE.
<br /> AM/OR FASTBUII6 SPECIFICATIONS
<br /> BEYOND THAT Of STANDARD CONSTRUCTION •ALL METAL HANGERS SHALL BE SPECIFIED BY TRUSS
<br /> p A C MANUFACTURER,UNLESS OTIERWISE NOTED.
<br /> l • INDICATES HOLDONN BELOW GARAGE SLAB •TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AM)
<br /> ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR
<br /> 3 Y2x GONG.SLAB ON 4'MIN. DELIVERY.
<br /> GRANULAR FILL ON 95% •FLOOR SHEATHING SHALL BE 3'OR'%z COIIFORMINS TO P52-04, i J
<br /> COMPACTED FILLNIRSIN SOIL 24'OL,EXPOSURE I,70N611E AND GROOVE EDGES,FASTEN w
<br /> SHEATHINK TO FRA-ENS MENEER5 NY&LIE AND 10d GONION NAILS
<br /> e 6'O.C.a PANEL ED6E5 1 e 12'OL.a INTERMEDIATE SUPPORTS
<br /> PORCH SLAB OR 16 GAUGE Pi'LONG STAPLES.4'OL.•PANEL EDGES/e 12'
<br /> LU
<br /> OL.a INTERMEDIATE SUPPORTS. 1— O
<br /> 3 1/2'CONC.SLAB ON 4'MIN. •ALL FLUSH CONNECTIONS SHALL BE CONNECTED WITH HANGER O
<br /> GRANULAR FILL ON 95% APPROPRIATE FOR MEMBER SIZE.U.N.O.
<br /> COMPACTED FILLNIRSIN SOIL Z
<br /> ROOF FRAMING,
<br /> SLAB ON GRADE •BAY W114,0W5 1 SEED ROOFS(11P TO 6'SPAN.CAN BE 2x4 OR 2x6 J 2 Z
<br /> 3 I/2'GONG.SLAB ON 6 MIL RAFTERS 1 CEILING JOISTS•16/24'OL.SH 'C�l,y 2
<br /> VAPOR BARRIER ON 4'MIN. •ROOF SHEATHING ALL BE 7(,'OR'5;2'APA RATED SHEATHING �• n
<br /> 24/16 EXPOSURE I(OR APPROVED EQIUAL). FASTEN TO FRAMING N
<br /> GRANULAR FILL ON 95% MEMBERS My 16 6AUVE 14'LONG STAPLES e 4'00.0 PANEL O
<br /> COMPACTED FILLNIRGIN SOIL EDGES 1•12'OL.a INTERMEDIATE SUPPORTS OR 8d COMMON U
<br /> NAILS a 6'OL.a PANEL ED6E5 1 0 12'OL.IN FIELD
<br /> •FASTEN EACH ROOF TRUSS TO TOP PLATE W/SIMPSON 1425T CLIP =
<br /> - ! O NONAN•PLAN CERTIFICATION (OR APPROVED EQUAL).ALL BEARING POINTS. PROVIDE(2)H25T t/Vy OD
<br /> )ILL
<br /> CLIPS AT 2-PLY GIRDER TRUSSES,(3)H257 CLIPS AT 3-PLY LL Z
<br /> I HEREBY CERTIFY THAT THIS PLAN, GIRDER TRIYJ,.Ci t ROOF BEAMS-AT ALL BEAM*POINTS. I--.
<br /> SPECIFICATION,OR REPORT WAS PREPARED BY ME OR • ® INTERIOR BEARING WALL •METAL HANSERS SHALL BE SPECIFIED BY THE MANUFACTURER,UNA. (()
<br /> UNDER MY DIRECT SUPERVISION AND THAT I AM DULY • BEARING WALL ABOVE •ROOF TRUSS SHOP OWLS SHALL BE SUBMITTED TO ARCH 4 ENG. v
<br /> LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br /> OF THE STATE OF MI SOTA • —•'— BEAM/HEADER •ERECT AND INSTALL ROOF TRUSSES PER MICA!iP15 BG51 I-08 sheet'6U1DE TO GOOD PRACTICE FOR HANDLING,ILSTALLIN6!BRACING
<br /> • 1:::::::::1 EXTENT OF OVEIERAMIING OF METAL PLATE CONNECTED WOOD TRUSSES." ��•0
<br /> 516NATLRE: NAME.JAMES 6 FRIT INS
<br /> DATE. T/OW REG.No.52036 J L METAL RANGER •SUPPORT PORCH t SHORT SPAN ROOF TIRIYLG 142x4 LEDGER
<br /> FASTENED TO FRAMING 14/(2)IOd NAILS a Ib'OL.NP TO 7'SPAN).
<br />
|