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<br /> GENERAL STRUCTURAL NOTES:
<br /> 8. PLYWOOD ROOF DECK' CO CL
<br /> 5 REINFORCING STEEL A � /2" APA RATED SHEATHING (OSB OR PLYWOOD) EXPOSURE 1 PANEL INDEX 32/�G INSTALL
<br /> 1. GOVERNING BUILDING CODE �����.�����������.����^����.�'���''��...._JHE 2007 CBC � A. ASTM A015^ GRADE GU� BARS TO BE WELDED SHALL BE ASTM A7O8^ CRADE 8O� /LY CLIPS MIDWAY BETWEEN SUPPORTS, / ` ' �
<br /> Z C2
<br /> � STRUCTURE LOADS: B� W\N. LENGTH OF LAPPED SPI. SHALL BE A5 FOLLO�5 UNLESS NOTED OTHERWISE, STAGGER B. N'�\L|N� SHALL BE AS FOLLOWS:
<br /> ` 2O pSF
<br /> SPLICES �N WALLS �� THAT NO T�� A�J���NT BARS ARE SPLICED |N TH� SAME LD�AT0N UNLESS 8d AT 6' OC TO ALL SUPPORTED EDGES. Od AT 12' OC TO INTERMEDIATE FRAMING U.N.O. CW/ PLANS.
<br /> A. ROOF LIVE LOAD --------'-'---------.' SHOWN OTHERWISE WAKE ALL BARS CONT\NUOUS AROUND CORNERS 0R PROVIDE CORNER 8AK3 OF C ROOF SHEATHING- R} BE ORIENTED WITH - N� ��\S PERPENDICULAR TO THE ROOF TRUSSES
<br /> / �
<br /> B ROOF DEAD LOAD 17 p3F � C. uua �
<br /> B. ----^-------~------' EQUAL SIZE AND SPACING. �TA��ERED AS SHOWN ON S2 1
<br /> C CANOPY DEAD LOAD � -------- 14 PSF , �
<br /> C. -----~---- � 8AR SIZE SPLICE LENGTH
<br /> D. WIND LOADS 18^ & SPECIAL INSPECTION:
<br /> BASIC WIND SPEED �� --' Q8 NPH � � � � � � � � � � � � � � � � � " & A SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON
<br /> ' ----------� 4 24 .
<br /> WIND IMPORTANCE FACTOR � 1 O � � � � � � � � � � � � � � � � . H{ S�& DEMONSTRATE COMPETENCE, TO THE SATISFACTION �F THE BUILDING OFFICIAL, FOR THE INSPECTION OF
<br /> ' --^--'--^^-^^ ' jU" -
<br /> -�_ -' ' � � _ - _-__'- _
<br /> WIND EXPOSURE C # � � � � � � � � � � � � � � �"
<br /> ----------~^-----~ �6 J8^ ,
<br /> INTERNAL PRESSURE CUEFT &C� RING. SP ECIAL,INSPECjION.,
<br /> �0]8 " � � � � � � � � � � � � � � � � � AALL D 3 WITH 'THE 200/ BUILDING CODE.
<br /> E SEISMIC LOADS ' ---''---' C FORM TIES SHALL BE EITHER THREADED OR THE SNAP-UFF TYPE SO THAT NO METAL. WILL BE LEFT �- ` [-' �PER�ENT�OP`A�°O�ERATUN0RPROCEDUR�^SHALLE)E- CQNSiDERED`ADEOUATE FDR PEH|0D|C
<br /> � 5B3�|C IMPORTANCE FACTOR |� -~^-~^--.-. 1�D � �|TH|N ON[ iNCH 0F THE �ALL SURFACE RECE3SE3 ARE TO BE F|LLED AND PO|NTED WV WORTAR� SPECIAL �NSpE�T0N��
<br /> ` � D
<br /> MAPPED SPECTRAL, RESPONSE ACCEL. Ss -~-'. 0.592 O PROVIDE BAR SUPPORTS AND SPACERS FOR REINFORCEMENT. PROVIDE CHAIRS W/ 22 � SAND PLATES
<br /> D. CONCRETE:
<br /> MAPPED SPECTRAL RESPONSE ACCEL, Si .-.-' 0.233 D. OR PRECAST BLOCKS FOR ALL REINFORCING OF SLABS ON GRADE AND DECK CHAIRS FOR REINFORCEMENT ITEM TYPE OF INSPECTION
<br /> F" _. 1,327
<br /> IN SLABS OVER STEEL DECKING. SECURELY TIE REINFORCEMENT TO SUPPORTS.
<br /> 1� INSPECTION DF RBNFORC|NG STEEL.....,...... .- PERIODIC
<br /> F« ----- 1.776 E� DO NOT WELD ANY REINFORCEMENT UNLESS SPECIFICALLY . 2� INSPECTION OF REINFORCING STEEL WELDING -..-_-----.
<br /> CD
<br /> SPECTRAL RESPONSE COEFFICIENT, �� - 0�524
<br /> i WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185` Fv=75'0OO PSI. IN ACCORDANCE WITH TABLE 17O4.J. ITEM 58 Cie
<br /> SPECTRAL RESPONSE COEFFICIENT, Su` 0.301 3, INSPECTION
<br /> -----------^.-'
<br /> SEISMIC DESIGN CATEGORY ....--~ ......... -- ...... D PR|0R T� AND DUR�NC PLACBWENT 0F �ONCRER�
<br /> BASIC 3BS�iC FORCE RESISTING SYSTEM .� . LIGHT FRA�E WALLS �Rl STRUCTURAL PANELS 0� STRUCTURAL STEEL 4 ��FHFy USE OF RB]U|RED DESIGN MIX pER|DD|C
<br /> ^-' � SIMPLIFIED DESIGN METHOD A WIDE FLANGE SHAPES AST A992 � ----------------------''� LEI
<br /> ANALYSIS PRO{EDURE -.-~----------� ' --------^-~----^-~-^' ASTM A�� � 5��PUN� FRESH CONCRETE AND PERFORMING 3LUWP pER00C
<br /> B PLATES , ____________,__ CL 0
<br /> RESPONSE MODIFICATION FACTOR R 85 � --------------------------' ~^"~ '~~ - - '-C-'- . | A.| ) ]����)N|N� -THE EMPER�7URE
<br /> ' -----~^` ' C HOLLOW �7RUCTURAL SECTIONS AH�3\ A��� A��O GRADE B xm �um/ov/ *nu DETERMINING nc /
<br /> 5B3�|C RESPONSE COEFFICIENT', Cy O]O � � '� / -----~---' ' OF FRESH CONCRETE AJ -THE TIME 0F MAKING
<br /> F GEDTECH REPORT: REPORT BY NEA' '0. —~--�'''�D ASSOC., DATED 8/26/08. PROJECT #LCE080587 D. GROUT, NON-SHR|NK' NON_MBALLC _,_,_,_,____ ASTM C1107, GRADE C SPECIMENS FOR STRENGTH 'TEST.
<br /> WITH MIN, 7500 COMPRESSIVE STRENGTH 0, INSPECTION OF CONCRETE PLACEMENT FOR PROPER .�`�~�
<br /> - --PER|OD|C
<br /> E HARDENED STEEL WASHERS ASTM F 4��
<br /> APPUCATON TECHNIQUES
<br /> F. UNLESS DETAILED OTHERWISE, ALL BOLTED CONNECTIONS TO BE ACCOMPLISHED E. STRUCTUR4L STEEL:
<br /> WITH DIAMETER A325 BOLTS,
<br /> ' ^ � ' C }
<br /> | E�
<br /> ---
<br /> TYPE OF
<br /> INSPECTIONI FOUNDATION AND SLAB ON GRADE; PRY ON FIREPROOFING UNLESS PRIMER G� DO N1� MATERIAL VERIFICATION OF HIGH--STRENGTH BOLTS' Ld co
<br /> A. DESIGNS ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2.50O P8F. ASSUMED. |8 APPROVED BY THE FIREPROOFING MANUFACTURER. NUTS AND WASHERS:
<br /> TO BOTTOM OF FOOTING SHALL BE COORDINATE WITH ARCHITECTURAL FOR FIREPROOFING LOCATIONS.B� A MINIMUM DEPTH OF 1'-6' FROM LOWEST ADJACENT FINISH GRADE CPL NEI ��N STUD WELDING �R EQUAL, THREADED STUDS IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS ---- PER0D|Cim
<br /> EXTERIOR GRADES. SITE SOILS PREPARATION SHALL FOLLOW GUIDELINES AS SE' ~'^ \ ` THE ~E~TECH REPORT. FABRICATED MATERIAL- MEEUNG THE REOU|R�ENTS OF ASTM A108,MAINTAINED FOR ALL EXTERIOR FOOTINGS, RF' PLANS RlH '' ° ' ""'| `° ELEVATION. ~^/ CIVIL FOR FINISH H` THREADED ~T~-- - BESPECIFIED IN THE APPROVE CONSTRUCTION DOCUMENTS,
<br /> MINIMUMUuTUW&T` TENSILE STRENGTH 55 - MINIMUM YIELD STRENGTH 50 KSI. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. ---- ------'PER0D|C
<br /> C. ALL SPREAD AND ISOLATED FOOTINGS SHALL BE FOUNDED ON COMPETENT NATIVE SANDY SILT SOiLS, SILTY SAND
<br /> THREADED STUDS BE WELDED PER MANUFACTURER'S . 2, INSPECTION OF HIGH-STRENGTH BOLTS� -......... ......... -.............. ....... ....._PERIODIC
<br /> SEDIMENTS OR APPROVED STRUCTURAL RLL FOUNDED ON THIS STRATUM
<br /> �| �� ARE REQUIRED &T ALL THREADED STUD LOCATIONSLL.�*nuc WASHERS . J NATERIAL VERIFICATION OF STRUCTURAL STEEL:
<br /> D FOR p|piNG OR OTHER UTILITIES ALONGSIDE OR PENETRATING THROUGH FOUNDATION WALLS' RE: S3.1--2.
<br /> 7WOOD FRAMING:
<br /> '
<br /> IDENTIFICATION MARKINGS
<br /> TO CONFORM^TO A3
<br /> TM 5T
<br /> AND
<br /> ARDS _ � _
<br /> .
<br /> PERIODIC
<br /> --ON--GRADE 5[CT0NS SHALL HAVE REINFORCING PER PLANS AND SHALL BE FOUNDED ON COMPETENT E. ALL SLABS AWN � SPECIFIED |N HE APPROVE CONSTRUCTION DOCUMENTS
<br /> FILL PACED �N H\3 STRATUM, SAB PAD PREP SHALL A' ROUGH F� 00
<br /> D| El NATIVESOILOR ON ENGINEERED STRUCTURAL 1. ^^~~^~~' PLATES, STUDS' AND OTHER STRUCTURAL LUMBER SHALL- BE DOUGLAS FIR NO. 2 OR BETTER. MANUFACTURER'S CERTIFIED MILL TEST REPORTS REQUIRED -.PER0D|C
<br /> BE PER G
<br /> r� BACK Fit-[.. SHALL BE ^"~' "^'`" `" 95% OF WOD|RB} PROCTOR DENSITY IN ACCORDANCE WITH ASTM D-l557. ~ ^`D~~`~ AND -' ES �NCONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4� ATER�L VERIFICATION OF WELD FILLER MATERIALS:
<br /> G. PRIOR - -- R ' ECONSTRUCTION DEBRIS, SURRC|AL RLL, AND TOPSOIL AT ALL PAVEWENT, B� BE COMMON TYPE NAILS. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATIONS ~-- 'PER\OD|C
<br /> ^,uE""L` AND BUILDING AREAS' AND REPLACE WITH STRUCTURAL FILL.. IN THE APPROVED CONSTRUCTION DOCUMENTS
<br /> C. EXTR|DR W88D STUD �ALL C�NSTRU��ON
<br /> H� ALL FOOTINGS SHALL BE POURED IN NEAT EXCAVATED TRENCHES' TRENCH SHALL BE APPROVED BY INSPECTOR PRIOR MANUFACTURER'S cERTRCAFE OF COMPLIANCE REQUIRED PERIODIC
<br /> TO ruCowEm/ OF CONCRETE AT LOCATIONS WHERE STRUCTURAL FILL IS REQUIRED, RLL SHALL 8E PLACED |N G" 1. USE 2X6 DF' 2 STUDS AT 16O.C. 5� NSpECTON OF WELDING-:
<br /> 2� PROVIDE - EXT OSB SHEATHING. FASTEN ' AT G, O � ALL EDGES AND AT 12, O`C' TO �ELD3 �� 5/16" ----^----~- ~'-----~^- - -~~^ ~ PER0DiC
<br /> LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT |NTEn«EO°r� / m`m|NC U'N.D CW/ SHEAR WALLSCHEDUUE FOR ADDITIONAL NAILING REQUIREMENTS.
<br /> L A SOILS TESTING LABORATORY MAY BE RETAINED BY THE OWNER TO PROVIDE CONSTRUCTION REVIEW D} ENSURE
<br /> CONFORMANCE DF THE PROJECT WITH THE CONSTRUCTION DOCUMENTS DURING THE EXCAVATION, BACK RLL` AND �� pRvv/uE 2^" ocu^K\NQ AT ALL WALL SHEATHING EDGES AS R8]'O, FOR NAILING,
<br /> FOUNDATION PHASES. D. ALL SB NAIUNG SHALL BE 3/8" MIN. FROM PANEL EDGES. PROVIDE 1 /8" SPACING BETWEEN PANEL EDGES F. SOISOIL, SpEC|AL INSPECTIONS ARE REQUIRED PRIOR TO AND DURING THE PLACEMENT AND COMPACTION OF
<br /> J.J |T SHALL ^
<br /> BE THE RESPONSIBILITY OF THE SOILS -TESTING LABORATORY TO DETERMINE TOPSOIL AND EXCAVATION BY MEANS 0F NAILS OR SIWpSON pSCL 3HEATH|NC CUPS.
<br /> TH� PREPARED FILL. MATERIAL T0 ENSURE COMPLIANCE WITH GEOTECHNICAL REPORT
<br /> STRIPPING DEPTH; APPROVE FILL MATERIALS: INSPECT ALL SUBSOIL EXPOSED DURING STR|PP1NG, SITE GRADING, AND E ALL NAILING SHALL, AT A M|N|MUM, MEET THE REQUIREMENTS OF IBC CHAPTER 23 TABLE 2304.9.1 - �
<br /> EXCAVATION OPERATIONS; PERFORM DENSITY TESTS 0F Eli LS TO ENSURE PLACEMENT PER SPECIFICATION NAILING SCHEDULE.
<br /> BF *u- REFERENCE10
<br /> .S!MpSON' INDICATES STRUCTURAL CONNECTIONS MANUFACTURED BY 5|WP30N STRONG---TIE COMPANY, INC. 10GENA
<br /> REQUIREMENTS; INSPECT FOUNDATION--BEARING SURFACE-
<br /> K.
<br /> K. {NUNDAT|ON AND LONG TERM EXPOSURE OF BEARING SURFACES, WILL RESULT IN DETERIORATION OF BEARING G� rwLLu, Mm,ur^C`uRER'3 RECOMMENDATIONS FOR ALL 3\MP3ON' OR EQUAL, CONNECTIONS. A. C
<br /> OKTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS.
<br /> FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND HPRE MANUFACTURED WOOD TRUSSES UNLESS NOTED OTHERWISE ON PLAN: B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND TEMPORARY BEARING SURFACE INSPECTION. 1, 'TRUSS LOADING: STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION, THE STRUCTURE
<br /> L ALL FILL MATERIALS SHALL BE FREE OF ORGANIC CONTAMINATION AND OTHER DELETERIOUS MATTER. FOR BACK FILL TOP CHORD Dl, = lJ PSF SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL. CONFIGURATION.
<br /> AGAINST STEM WALLS, ETC. PLACE IN 8^ THICK LAYERS, WITH EACH UFT COMPACTED AT NEAR OPTIMUM MOISTURE BOTTOM CHORD Dl. = 7 pSF C. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL
<br /> CONTENT UNTIL A MINIMUM IN PLACE DENSITY OF 80% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM TEST TOP CHORD 20 pSF AN[ ENGINEER, REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE
<br /> OR MASONRY SHALL
<br /> NOT BE FIELD
<br /> BOTTOM CHORD LL O p5FpROCED-RE D-1557 IS ACHIEVED. BENT, UNLESS PERMITTED BY THE BUILDING OFFICIAL AND ENGINEER,
<br /> W DO NOT EXPOSE STRUCTURAL FOUNDATION BEARING SOILS TO MOISTURE INFILTRATION OR MOISTURE CONTENT FLUCTUATIONS. 2, MEMBER PR0PERT|ES� D, NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR
<br /> CHORDS SHALL BE 2 DOUGLAS FIR OR BETTER, WEBS SHALL HAVE A MINIMUM MODULUS OF CONSENT IS GIVEN BY THE STRUCTURAL ENGINEER OF RECORD.
<br /> ELASTICITY OF 1 5O ''OOO P3\ E. ALL ELEVATIONS SHOWN ARE RELATIVE TO TOP OF SLAB ELEV/T0N=1OU'-O'
<br /> 4 CONCRETE
<br /> , v. �
<br /> � � Z� J ALL TRUSS BLOCKING SHALL BE PROVIDED 8Y THE TRUSS MANUFACTURER AND CONSTRUCTED WITH
<br /> A MINIMUM COMPRESS|VEpSTREN&THS�F8R'CQNCRBE`,AT~28~DAYS,SHALL ^BE"AS''F8LLQWS�" �
<br /> � THE
<br /> F00T|N�8 AND FDUNDAT0NS ^ �� ���������������������������F`«=3O0O PSI APPROVED PLAlES� 11 DEFERRED 3L8�|TTAL3�
<br /> � � ' ���������������� ������������������� � � /« 5O0pS|\ FACT RE� SHALLVER{FYALLTRU�8D|�EN�0N� ACCOUNT|N� F�RT8LERNVCES CONNECT0NS � �
<br /> �/»3 � ~ON^.�RAD��`��^�����+�'��`^�:���'��`����^^r�/,.'���',���/`��r�,.�.��.����r�^.�����p°�=�OOO^ P3|'(DESIGN BASED ON F'«= 2. / 4� TRUS� �ANU U ' ' THE FOLLO�iNG LiGT OF DEFERRED SUB�\TTAL5 SHALL 8E SUB�|TTED TO ARCHITECT/ ENGINEER FOR REVIEW:
<br /> - - -
<br /> B, MINIMUM CLEAR PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS NOTED AND SPLICE REQUIREMENTS.
<br /> A� P9E-MANUFACTUHED TRUSSES
<br /> OTHERWISE 5 TRUSS PROFILES SHOWN RE REPRESENTATIONS OF POSSIBLE CONFIGURATIONS OF WEB LOCATIONS AND
<br /> l, CONCRETE PLACED DIRECTLY AGAINST EARTH - J INCHES. WEW8ER SIZES. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. ALL TRUSSES
<br /> SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND ALL SHOP DRAWINGS SHALL RE
<br /> 2, FORMED SURFACES: STAMPED AND SIGNED By A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF IDAHO. SHOP 5 BARS OR SMALLER -- 1 1 /2 INCHES. DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.
<br /> 'G BARS �R LARGER - 2 INCHES. M 'TRUSS MANUFACTURER SHALL PROVIDE PROOF OF APPROVED THIRD PARTY INSPECTION AS REQUIRED BY
<br /> '' .
<br /> J STRUCTURAL SLABS -- I INCH, IBC CHAPTER 23.
<br /> C.C SAWN CONTROL & CONSTRUCTION JOINTS SHALL BE WADE AS SOON AS POSSIBLE WITHOUT DAMAGE TO SURFACE, FILLING OF T EACH TRUSS SHALL BE MARKED WITH THE FOLLOWING INFORMATION:
<br /> SAWN JOINTS (WHERE REO'D..) SHALL BE DELAYED AS LUNG AS POSSIBLE TO ALLOW MAX. SHRINKAGE TO OCCUR IN SLABS. AA. MANUFACTURE
<br /> R,3
<br /> IDENTITY.
<br /> CW/ DETAIL S1-9. CONTROL JOINTS/ CONSTRUCTION JOINTS IN SLABS ON GRADE ARE APPROXIMATE LOCATIONS DNLv. B8. DESIGN LOAD.
<br /> CONTRACTOR IS TO DETERMINE FINAL, JOINT LOCATIONS PER THE FOLLOWING GUIDELINES: CC, TRUSS SPACING.
<br /> 1� MAXIMUM LENGTH BETWEEN ANY CONTROL JOINT T0 BE 15 -�' 8� CO0RD. ' ARCH|TECTURAL. MECHANICAL-, PLUMB(NG, AND ELECTRICAL DISCIPLINES DRAWINGS
<br /> ..,
<br /> FOR AL
<br /> L
<br /> 2, MAXIMUM AREA OF CONCRETE SLAB ENCOMPASSED BY CONTROL JOINTS IS TO BE 225 SQUARE FEET. ROOF TOP SUPPORTED UNITS, ROOF SUSPENDED UNITS, SOFFIT FRAMING, DRAIN LINES, ETC
<br /> FINAL SIZE, WT' AND LOCATIONS SHALL BE PER APPROPRIATE DISCIPLINES DRAWINGS AND/OR ACTUAL
<br /> 3. MAXIMUM ASPECT RATIO SHALL- BE 1.5 TO 1'0.
<br /> D� CONSTRUCTION JOINTS SHALL ACT AS CONTROL JOINTS (UNLESS INDICATED OTHERW|SE) AND ANY CONTROL JOINT MAY BE USED MATERIAL. PROVIDED By THE NERAL CONTRACTOR. INFORMATION SHOWN ON STRUCTURAL ROOF PLAN
<br /> IS GENERAL
<br /> LOADING ONLY AND DOES NOT REPRESENT FINAL OR COMPLETE DESIGN REQUIREMENTS
<br /> AS A CONSTRUCTION JOINT AT CONTRACTOR'S OPTION T
<br /> DEFINE POUR SECTIONS. 8. TRUSSES SHALL BE DESIGNED FOR THE LDADS AS INDICATED ON THE PLANS AND ANY ADDITIONAL
<br /> LOADS DUE TO ELECTRICAL AND MECHANICAL- EQUIPMENT NOT INDICATED, GENERAL CONTRACTOR TO
<br /> E ALL EMBEDDED ANCHOR BOLTS SHALL BE AJG OR A3O7 STEEL.
<br /> F WET SETTING OF REINFORCING BARS IN FOOTINGS AND WALLS IS NOT ALLOWED. VERIFY ALL LOADS. .. ,
<br /> G. ALL CONCRETE MATERIALS SHALL COMPLY WITH THE STANDARDS SPECIFIED IN THE LATEST 'EDITION OF THE AC! 318 BUILDING CODE. | LAMINATED VENEER LUMBER (LVL) MiCROLLAM LVL BY ILEVEL OR EQUAL
<br /> EACH MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE WITH CHAPTER 5 OF AC) 318 AND SUBMITTED TO THE ENGINEER AT LEAST MIN ALLOWABLE BENDING STRESS, Fb 2800 PSI
<br /> "TWO WEEKS PRIOR TO THE PLACEMENT OF CONCRETE MIN ALLOWABLE SHEAR STRESS, Fv 285 PSI
<br /> H MINIMUM CEMENT CONTENT = 5 PER YARD. MODULUS OF ELASTICITY 1800 KSI
<br /> � ANY CONCRETE THAT FAILS T0 \ `" SPEC(F�CAT(ON� SHALL BE REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR. J� pAR�LLAW LUMBER (pSL\ BY "ILEVE[' OR EOUAL
<br /> ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR -THE CONSTRUCTION, DESIGN, PLACEMENT AND REMOVAL OF ALL F0RMw3RK� MIN ALLOWABLE
<br /> ` BENDING STRESS, Fb 23OO PS(
<br /> 08171 09--05-08
<br /> ~� ALL SHORING DURING PLACEMENT OF CONCRETE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. MIN ALLOWABLE SHEAR STRESS, Fv 290 PSI
<br /> K. PROVIDE 6�/f1% AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO THE WEATHER. MODULUS OF ELASTICITY 2000 KSI
<br /> L MAX, WATER--CEMENT RATIO FOR ALL MIXES SHALL BE �50 CRK DMH
<br /> REV! D
<br /> Pion Check Response
<br /> 10/24/08
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