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<br /> GENERAL NOTES � [ € � � °�� � .
<br /> SHOP DRAWINGS CONTINUED: TRUSSES CONTINUED: REINFORCING STEEL CONTINUED: � � � � � � N�M�N �;
<br /> STRUCTURAL DRAWING ABBREVIATIONS: THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY.
<br /> IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL D) PRECAST PANELS ' `
<br /> A.B. ANCHOR BOLT VER[FICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE FRAMING OR DETAtLS SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF #8 BARS& SMALLER............... .1"EXTERIOR FACE CODE: INTERNATIONAL BUILDING CODE,2012 EDITION � } � � � � ��``''`'' -D . •
<br /> ................................ ....... } ��.. .,��..�.
<br /> � .._ _�
<br /> ADJ. ADJACENT CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR THE OWNER,ARCHITECT AND ENGINEER. #9 BARS&LARGER.............................. . . ...............2" EXTERIOR FACE � ' i � � i '
<br /> ALT. ALTERNATE COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A � � BUILDING RISK CATEGORY=II I � I
<br /> (SEE ITEM C ABOVE FOR INTERIOR FACE.) � ( � � '
<br /> APPROX. APPROXIMATELY LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO .
<br /> � ,
<br /> ARCH. ARCHITECTURAL STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO WELDED REBAR: LIVE LOADS: � i � � �
<br /> BM BEAM THE STR U C T U R A L D R A W I N G S A N D F O R L O A D S I M P O S E D O N T H E B A S I C S T R U C T U R E. T H E SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS M A N U F A C T U R E R'S B I D W E L D E D R E B A R T O B E G R A D E 6 0 C O N F O R M IN G T O A S T M A 7 0 6. (P R E H E A T A L L G R A D E 6 0 ROOF... .................25 PSF SNOW LOAD WITHOUT DRIFT, IS= 1.0 � � �; °
<br /> ......................... •-
<br /> � BLKG BLOCKI NG COMPONENT DESIGNER IS RESPONSIBLE FOI�CODE CONFORMANCE AND ALL NECESSARY WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. REBAR PRIOR TO WELDING.) USE FRESH E80XX LOW HYDOGEN ELECTRODES TO WELD WIND ....,......................................110 MPH ZONE,EXPOSURE"B" � ' '�
<br /> MEZZANINE FLOOR.:................. 100 PSF � � � � �� �
<br /> BOT. BOTTOM CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL GRADE 60 REINFORCING;CONFORM TO PROCEDURE S O F A W S D L 4, E�E C O M M E N D E D i i � ��i �
<br /> � CENTERLINE DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; TRUSS SHOP DRAWINGS W[LL NOT BE REV[EWED WITHOUT CALCULATIONS STAMPED BY A PRACTICES FOR WELDING REINFORCING STE E L. R E I N F O R C I N G T O B E W E L D E D S H A L L N O T f � �
<br /> � W�
<br /> CLR CLEAR REI'RODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUS T B E R E V I E W E D L[CENSED STRUCTURAL ENGINEER. HAVE CARBON CONT EN T 1 N E X C E S S O F .3 5%. A L L W E L D S T O B E B Y W A B O C E R T I F I E D SE[SMIC DESICN 1NFORMATION: € � � € � �
<br /> CONC. CONCRETE AND STAMPED BY THE CONTRACTOR PR10R TO REVIEW BY THE ENGINEER. WELDERS. SEISMIC FORCE RESISTING SYSTEM 1S A BEARING WALL SYSTEM WITH SPECIAL REINFORCED � f � w� z
<br /> CONT. CONTINUOUS REDLAM LVL WOOD MEMBERS: CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUNALENT � � j �0� Q
<br /> LATERAL FORCE PROCEDURE. �`
<br /> C.P. COMPLETE PENETRATION SFIOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE 2.OE REDLAM LVL MEMBERS AS MANUFACTURED BY REDBUILT AND FABRICATED IN STRUCTURAL STEEL: _ _ � € , � � (w; �z .
<br /> DBL DOUBLE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ACCORDANCE WITH THE [CC REPORT ESR-2993. THE MICROLLAM MEMBERS SUPPLIED SHALL SQUARE HSS SECTIONS SHALL CONFORM TO ASTM A500,GRADE B(Fy=46,000 psi). R - 5.0 0 ��= 0 970 i i � � �Z�~�� .
<br /> DF DOUGLAS FI R TO MAKE CERTAIN THAT ALL CONSTRUCTION iS 1N FULL AGREEMENT WITH THE LATEST pROV1DE STRESSES THAT MEET OR EXCEED THE FOLLOWING: STRUCTURAL STEEL FOR WIDE FLANGE BEAMS SECTIONS SHALL CONFORM TO ASTM A992, Ss 145.5/o Sos ; { w w,O ,
<br /> DIA � DIAMETER STRUCTURAL DRAWINGS. BENDING Fb=2900 psi GRADE 50(Fy=50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36(Fy St= 56.40% S��= 0.564 ��`
<br /> � - = C� 10
<br /> - - F 50 000 si . APPLY PRIMER COATS PER Cs= 0.194 � � � � z'�3 U
<br /> - 36 000 si OR ASTM A992 GRADE 50 ,
<br /> HORIZONTAL SHEAR,Fv 285 si , p ) � Y P ) _ € � ol w;u..
<br /> DIM. DIMENSION p
<br /> DWG DRAWING SPECIAL C0IYDITIONS: COMPRESSION PERPENDICULAR TO GRAIN ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS Ic lA � � � � ����,O .
<br /> THE DRAW[NGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING SITE SOIL CLASS= C � �
<br /> (E� EXISTING PARALLEL TO GLUE LINE,Fc=750 psi FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE W1TH AWS D1.1 AND BY WABO �
<br /> � � CONSTRUCTION THE CONTRACTOR SHALL PROVIDE�ADEQUATE�SHORING, BRACING,AND� � COMPRESSION PARALLEL TO�GRAIN,Fc-2635 psi � CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. �� SEISMIC DES[GN CATEGORY=�D --�'� ��-�-�- �� m �3�
<br /> � �� � � � BUILDINGBASE�SHEAR�V =592 KIPS = � � ��� �
<br /> EA. EACH GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE,AND LOCAL �
<br /> EL/ELEV ELEVATION CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. TENSION PARALLEL TO GRAIN,Ft= 1660 psi ' � ' � � � ` ` c
<br /> E Q U I P E Q U I P M E N T M ODULUS OF ELASTICITY,E=2000 ksi MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON,OR APPROVED EQUAL. NAIL ALL MEZZAMNE BASE SHEAR,V=23.4 KIPS
<br /> E.F. E A C H F A C E OBTAIN ARCHITECT'S APPROVAL PIZIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON N
<br /> E.W. EACH WAY DRAWINGS FOR ALL FLOOR AND WALL OPEN[NG DIMENSIONS AND LOCATIONS,FLOOR AND DRAWINGS. ALL NAILS ATTACH[NG TO PRESSURE TREATED WOOD MEMB E R S S H A L L B E H O T F O U N D A T I O N S: �
<br /> E X T. E X T E R I O R WALL FINISHES, ETC. DIPPED GALVANIZED. : FOUNDATION DESIGN PER GEOTECHNICAL REPORT#T-6l 16-2 DATED OCTOBER 14,20 L5,BY � � � co
<br /> PRECAST PANELS: T E R R A A S S O C I A T E S, I N C.. A L L E O U N D A T I O N W O R K P E R T H I S R E P O R T. D E S I G N C R ITERIA � � � � �
<br /> FB FLUSH BEAM MECHANICAL, F1RE PROTECT[ON AND ELECTRICAL SYSTEMS: PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND HE SHALL °'
<br /> FDN FOUNDATION PROUIDE REINFORCING STEEL AS REQUIRED FOR HIS METHOD OF HANDLING AND ERECTION MACHINE BOLTS TO BE A307. INDICATED IN THE GEOTECHNICAL REPORT ARE AS FOLLOWS. � o � Q' � s M o
<br /> IT SHALL BE TEiE GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR'S RESPONSIBILITY TO ALLOWABLE SOIL BEARING CAPACITY...3000 PSF -' °' " � ..
<br /> F L R F L O O R PROV1DE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR O F P R E C A S T P A N E L S. U S E S T R O N G B A C K S A S R E Q U I R E D A T E X CE SS I V E P A NEL OPENINGS.
<br /> P A S S I V E S O I L R E S I S T A N C E......................3 5 0 P C F � o '
<br /> F7G FOOTING CONTINUOUS GROUT BETWEEN PANELS AND FOOTINGS TO BE"EMBECO"MASTER FLOW#7l3 HiGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N(TYPE 3) �
<br /> SCOPE OF WORK. TH[S SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW BY MASTER BUILDERS;INC.OR APPROVED EQUAL. SEE DRAWINGS FOR ADDITIONAL NOTES OR ASTM A490(TYPE 3), INSTALLATION AND SPECIAL iNSPECION PER AISC SPECIFICATIONS. ACTIVE SOIL PRESSURE........................... 35 PCF .�� � o � '
<br /> GA. GAGE AND MODIFICATIONS OF THE BAS[C STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION COEFFICIENT OF FRICTION.................. .. 0.40
<br /> GALV. GALVANIZED REGARDING PRECAST PANELS. ALL A325N OR A490 BOLTS SHALL BE PRETENSIONED 1N STANDARD BOLT HOLES UNLESS ' ' >. � � o �
<br /> DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THE1R NOTED OTHERWISE ON PLANS. MINIMUM BOLT PRETENSION PER AISC 16.1 TABLE J3.1 �o
<br /> GLB GLULAM BEAM SYSTEM. ALL EXTERIOR FOOTINGS TO BE A M1NIMUM OF 18 1NCHES BELOW LOWEST ADJACENT +� o +J ai �o °N° •
<br /> HD HOLDOWN STATEMENT OF SPECIAL INSPECTIONS: UNLESS NOTED OTHERWISE. ACCEPTABLE PRETENSIONING METHODS ARE TURN-OF-NUT, �, � �+-� �
<br /> SPECIAL INSPECTIONS SHALL BE PERFORMED AS OUTLINED 1N THE STRUCTURAL NOTES. CALIBRATED WRENCH,TWIST-OFF-TYPE(ASTM F1852),OR DIRECT-TENSION INDICATOR GRADE. SOILS ENG[NEER TO INSPECT AND APPROVE FOUNDATION EXCAVATIONS PRIOR TO >,� � o �n
<br /> HDR HEADER STA[RS: POURING. ALL FOOTINGS SHALL BEAR ON COMPETENT NATIVE SOIL OR STRUCTURAL FILL � � N � N �
<br /> HORIZ. HORIZONTAL STAIRS TO BE DESIGNED BY OTHERS. TESTING SHALL BE IN ACCORDANCE WITH THE SPECIAL INSPECTION SECTION OUTLINED ON (ASTM F959)PER AISC SPECIFICATIONS. PER THE GEOTECHNICAL REPORT. ALL SLABS SHALL BEAR ON VAPOR BARRIER,CAPILLARY ER
<br /> HSS HOLLOW STRUCTURAL STEEL THIS DRAWING SHEET. A SEPARATE STATEMENT OF SPECIAL 1NSPECTIONS AS REQUIRED PER �'�
<br /> IBC SECTION 1705 SHALL BE PROVIDED BY OTHERS FOR ALL MATERIALS, SYSTEMS, LIGHT GAGE STEEL FRAMING: BREAK AND SUBGRADE PER THE GEOTECHNICAL REPORT SEE THE GEOTECHMCAL REPORT s�.�� M •'�,'�'��,,
<br /> HT HEIGHT FOR SPECIFIC F1LL REQUIREMENTS, FILL PLACEMENT REQUII�EMENTS, PRELOAD "� �'
<br /> K KIP (1000 LBS� COMPONENTS AND WORK NOT INCLUDED IN THE STRUCTURAL DRAWINGS, ALL GALVANIZED 43 AND 33 MIL. STUDS,TRACK BRIDGING AND ACCESSORIES SHALL BE
<br /> RE UIREMENTS AND ADDITIONAL INFOIZMATION. -�
<br /> LVL MICROLLAM FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE A Q
<br /> SPECIAL INSPECTION FOR SEISMIC RESISTANCE: WITH A MINIMUM YlELD OF 33,000 PSL °'���riS •°`E�.`'�'�
<br /> M.B. MACHINE BOLT SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED FOR THE FOLLOWING SLABS ON GRADE:
<br /> MAX. MAXIMUM COMPONENTS AND SYSTEMS: ALL GALVANIZED STUDS,TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM THE SLAB ON GRADE FOR THIS PROJECT[S TYPICAL OF OTHER BUILDINGS WITH SIM[LAR .
<br /> FLOOR LOADING AND SOIL CONDITIONS CONSTRUCTED IN THIS AREA. THE SLAB HAS NOT v =
<br /> MFR MANUFACTURER STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQU[REMENTS OF ASTM 525. �''-+ � `
<br /> BEEN DESIGNED FOR ANY SPECIFIC�LIVE LOAD AND HAS�BEEN DETAILED TO MEET LOCAL � o ,
<br /> MIN. MINIMUM 1) WALL TIES
<br /> MISC. MISCELLANEOUS STEEL JOISTS AND JOIST GIRDERS• INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. NO CONSTRUCTION LOADS HAVE BEEN Z � �o�' T� •�
<br /> 2)ROOF DIAPHRAGM ' INCLUDED IN THE DESIGN OF THE FLOOR SLAB. ►-� (Y, �o o �° o =
<br /> (N� NEW 3)FLOOR DIAPHRAGM STEEL JOISTS ARE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WI`TH THE AMEKICAN � �, W ;,�,n � � w
<br /> NTS NOT TO SCALE 4)SHEAR WALLS INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS, 14TH EDITION AND STANDARD W �-7 W '�°'� � �3 .�'
<br /> o.c. ON CENTER 5)HOLD-DOWNS SPECIFICATIONS FOR STEEL JOISTS AS ADOPTED BY THE STEEL JOIST INSTITUTE. JOIST THE CONTRACTOR SHALL REVIEW WITH THE SOILS ENGINEER THE CONSTRUCTION LOADING -
<br /> a � � � � N�
<br /> OF THE SLAB AND SOILS BELOW. HE SHALL TAKE THE NECESSARY MEASURES TO INSURE E-� �!1 Z o� � m "
<br /> OPNG OPENING STD STANDARD 6)DRAG STRUTS MANUFACTURER TO PROVIDE ALL BRIDGING AND BLOCKING, BOTH PERMANENT AND =
<br /> OSB ORIENTED STRAND BOARD T H K T H I C K 7)CONCRETE WALL REINFORC[NG AND CONNECTIONS THAT THE SLAB AND SOILS BELOW WILL NOT BE AFFECTED OR DAMAGED BY THE � Z � 'b�� � � �
<br /> E R E C T I O N. S H O P D R A W I N G S A N D D E S 1 G N C A L C U L A T I O N S, S T A M P E D B Y A L I C E N S E D � N a �
<br /> �' PLATE CONSTftUCT'ION LOADING. THE CONTRACTOR SHALL ADD ADDIT[ONAL CONCRETE x O Z � � � � �
<br /> TOC TOP OF CONCRETE WASHINGTON STRUCTURAL ENGINEER ARE TO BE SUBMITTED FOR KEVIEW PRIOR TO ' U1 U �1 �� �° �
<br /> 8)FOUNDATION REINFORCING ' REINFORCING AND UPGRADE JOINT DETAILING AS REQU[RED FOR HIS LOADING. �� � �_
<br /> PLYWD PLYWOOD TOF TOP OF FOOTING FABRICATION. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS THEY BEAR THE STAMP OF .b ��+ m � �
<br /> REINF. REINFORCING UNO UNLESS NOTED OTHERWISE CONTRACTORS RESPONSIB[LITY(IBC SECTION 1704.4): A LICENSED WASHINGTON STATE STRUCTURAL ENG[NEERAND CALCULATIONS STAMPED BY °�� �- � �
<br /> SIM. VERTICAL CONTROL JOINTS SHALL BE SOEF CUT JOINTS PER THE DETAILS ON THE STRUCTURAL a ►n Z o�
<br /> REQ'D REQUIRED W WITH THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC THE SAME ENGINEER ARE SUBMITTED ALONG WITH THE SHOP DRAWINGS. DESIGN CR[TERIA DRAWINGS. JOINTS SHALL BE CUT 0 TO 2 HOURS AFTER FINAL FINISH AT EACH JOINT � �o � �.�'
<br /> SECT. SECTION � FORCE RESISTING SYSTEM,DESIGNATED SEISMIC SYSTEM,OR WIND/SE[SMIC RESISTING SHALL MEET OR EXCEED THE FOLLOWING: LOCATION(AS SOON AS THE SLAB WILL SUPPORT THE SOFF CUT MACHINE AND f� �� � @ 3
<br /> ,,
<br /> SHTHG SHEATHING w�o WITHOUT COMPONENT LISTED IN THE STATEMENT OF SPECIAL 1NSPECTIONS SHALL SUMM[T A OPERATOR . COMPLY WITH THE SOFF-CUT INTE[ZNATIONAL,INC. INSTRUCT[ONS FOR M�o N � _ '
<br /> SIM. SIMILAR W.H.S. WELD HEAD STUD WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER R O O F J O I S T.......................................L O A D I N G -- T O P C H O R D..................2 5 P S F L.L. P L U S � ��
<br /> � 9 PSF D.L. THE SOFF CUT SYSTEM. ALL JO[NTS SHALL BE FILLED W1TH MM-80 AS MANUFACTURED BY � ,��^ � �, � .N , .
<br /> PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR S
<br /> STATEMENT OF RESPONSIBILITY SHALL CONTA[N THE FOLLOWING: -- BOTTOM CHORD........ 6 PSF D.L. METZER MCGUIRE OR APPROVED EQUAL. THE JOINT FILLER SHALL BE INSTALLED IN � ►C� N Q,o •�'
<br /> 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN CONFORMANCE WITH THE MANUFACTUKER'S SPECIFICATIONS. 1NSTALL THE JO[NT FILLER � � � �
<br /> THE STATEMENT OF SPECIAL INSPECTIONS; ROOF JOIST...............................,....DEFLECTION -- LIVE LOAD.................L/360
<br /> AS LONG AFTER THE SLAB HAS BEEN POURED AS POSSIBLE, BUT NOT LESS THAN 90 DAYS `� U ` 2
<br /> 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE -- TOTAL LOAD.............L/240 AFTER THE SLAB HAS BEEN POURED. THE JOINT SHALL BE CLEAN AND SOUND,AND FREE OF �
<br /> WITH THE CONSTRUCTIONDOCUMENTS APPROVED BY THE BUILDING OFFICIAL; STEEL JOISTSUPPLIERSNOTE: ALL O1L,DIRT, DEBRIS, PAINT AND ANY OTHER MATERIAL THAT MAY BE A BOND BREAKER. �
<br /> SPECIAL I�ISPECTIO�T PRQGRAI�I 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE JOIST CONFIGURATIONS, INCLUDING DEPTHS AND SPACING, SHOWN ON THE DRAWINGS THE CONCRETE CURING COMPOUND MUST BE REMOVED PR10R TO INSTALLING THE JO[NT
<br /> _ __ „_.._ � ,�.... .. _...._,_ .._ _ ___ ,, ._ .. � ._ ,,. . , _. _ . _...._.__., ... .. INDICATE THE DESIRED.tOIST CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER FILLER AND/OR SURFACE SEALER.
<br /> � : , THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS; Z
<br /> ___ ____ ; . . __.. : _ s. __ . ___ __ . AND POSSIBLE. IF A JOIST MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS
<br /> _ _ _ .. .... . _ . . _.; _ _. _ __..� _._., . CONCRETE:
<br /> _ _ _ .. . . .._ . .. 4.IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL SPECIFIED WITH THE JOIST CONFIGURATION 1NDICATED,HE OR SHE IS TO SUBMIT WR[TTEN Q
<br /> ' IBC 2012 CODE JC�DEor STANDARD, INSPECTI(3N UE.YCY ` _ „,_, __ , NOT[CE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR ALL CONCRETE SHALL BE STONE-AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF
<br /> _ _. .............. �,....�.,,. .. ��.��.� �..�..�.. . ,.. .....,., , .,..,,�'.��2 .,,., ,,.. . . ;. --. .•- - - AND THEIR POSITION(S)IN THE ORGANIZATION. L 45 NDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE
<br /> �SYSTE1tZA,'YD D�TAT�IZI:�L� � ` REFERFNC� ; � RF��'IIZINCE �CONTINtiOU"S: _PERIODIC `�� � RIl1'I�12hS � � BID. � APPROXIMATE Y 1 POU �
<br /> _� ___ _ � ;... . _ r _ ; _. �.� __ � SPECIAL INSPECT[OIYS: � � � � � AS FOLLOWS:
<br /> _ . ___.. �
<br /> � ��� � ���� � � �� � SOII.S � �� � � � �� SPECIAL INSPECTIONS�PER IBC SECTION 1705. A COPY OF ALL iNSPECTION REPORTS AND � � IF A DIEFERENT SYSTEM IS�PROPOSED THAT REQUIRES REVISIONS TO PRESENT ST[ZUCTURAL � � ' �
<br /> � , �• � � � � --- ''� � X Geotectiincal eneirieer to verify�iooiing excav�ations,soils �TEST RESULTS FOR ALL RE UIRED�INSPECTIONS�SHALL BE SUBMITTED TO THE BU[LDING � FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF fc=3000 psi FOR FOOTINGS, SLAB ON GRADE AND ELEVATED FLOOR SLABS. '��,r:
<br /> Shallo�ti fou�idatioiis �1705.6 Geotech�iical R ort�� ; _�- _ . : . _ _.._ _ Q � - p
<br /> _ _ .. _ _ _ � �
<br /> Structural fill X ; --- actd hll cnatenal meet the re uiremeuts ofthe�rre ort. DEPARTMENT,SHUTLER CONSULTING ENGINEERS,THE OWNER AND THE ARCHITECT BY THE THE OWNER,ARCHITECT AND ENGINEER. fc-4000 si FOR PRECAST WALL PANELS O Z � '
<br /> � ' ` ' TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN 1NDEPENDENT TESTING ' /�
<br /> `. �.�...;�,....,.. ._: , „, .... ....r..., ........,.,.. . _. _.,...,,,. __ . .....�,.,., ....,..,. CONCRETE IN ALL EXTERIOR SLABS TO BE A1R ENTRAINED 6%PLUS OR M1NUS 1%. .
<br /> __. _ „,. ._. , ......... ......� , � ,.... �._,.�,...�. , ;,.,.,. .....�. ,. .
<br /> CO�ICKETE AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL WHERE IT 1S NECESSARY TO BUTT OPPOSITE JOISTS OVER A NARROW SUPPORT WITH v ' .
<br /> --- ' X Ius ect fonuworkfor sha e Iocatio�r;and d'une�isions_ BE PROVIDED AS A MINIMUM;ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING BEARING LENGTH LESS THAN M1NIMUM REQUIREMENT,SPECIAL END CONDITIONS(SHORT U � .
<br /> Fonrnvork p p =
<br /> --- X Veri sizes and locatiotis. DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT BEARING LENGTH)SHALL BE DESIGNED BY THE JOIST MANUFACTUREft PER SJI CONCRETE SUBMITTALS SHALL CONFORM TO AC1318 CHAPTER 5. MIXING AND PLACING OF ( ^
<br /> Rebar and their lacenierit � � �
<br /> Concrete nuxes � � � � � � --- X Verify correct desi�u mixis used. � CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION OF THE PANELIZED ROOF SPECIFICATION SECTION 104.4(b). � ALL CONCRETE SHALL BE IN ACCORDANCE WITH THEiBC AND ACI CODE 318. PROPORTION ��
<br /> STIFFENER HANGERS SHALL BE PER THE DETAIL ON SHEET S-3.0. OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE M1X, � Q W Z
<br /> Cast-iu ernbed aud arichorbolt lacecY�nt X --- Uerif}�size,location,and ecr�edment. WITH A MAXIMUM SLUMP OF 4 INCHES, WHIGH CAN BE PLACED WITHOUT SEGREGATION OR =
<br /> P [T IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND JOIST MANUFACTURER TO cO, � W
<br /> Concrete lacertierit X ; --- Ins ect co�icrete and sh�terete lacetnent for ro er a licatioct techni ue. EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS r �
<br /> "' ' tersas Ies for'each coticrete our 150 cubic SEE SPECIAL 1NSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PR[OR TO (/)
<br /> 1705.3 f1CI 318 , Provide three 4 dia�ne r� p.,,.,.,, __ ,. ._... . . . ,. SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE JOIST MANUFACTURER'S BID 1NDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN BASES SHALL �
<br /> yard of concrete or�000 square teet of slab orwalls Test one c Iinder CONSTRUCTION AND OFF SITE FABRICATION. � Q
<br /> Concrete sarr li�ia and testiri� X �----- --�� ~- WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. BE"HI-FLOW GROUT"AS MANUFACTUKED BY THE EUCLID CHEMICAL CO. OR APPROVED � � �
<br /> _ .. �..._�... .... �
<br /> � � � at 7 days and retrrauiing at 28 days. Test for shis� a�r content, ' ^
<br /> ; -- - SPRINKLER SUPPORT NOTES: EQUAL.
<br /> arid stren�th. lA. ALL SPR[NKLER PIPE LARGER THAN 3"NOMINAL DIAMETER IS TO BE CONS[DERED A FRAMING LUMBER: REFERENCE DESIGN VALUES � � v ' +
<br /> Formaiid shorin retnoval --- X ti'eri concrete strenQtfi before fom�and shorui renioval. "MAIN"FOR THE PURPOSE OF THESE NOTES. STEEL JOIST PURLIN NAILERS............D.F.#2..............................Fb=900 psi ANCHORAGE TO CONCRETE: - • '
<br /> EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG-BOLT 2 AS MANUFACTURED �� Q I- ~ �c
<br /> Frection ofprecast me�r�ers --- X 2x,3x,4x MEMBERS...................................D.F.#2............... ..............Fb=900 psi '
<br /> ......... . �
<br /> _ ' ° _,,,,,,,,,, ,,, B. THE BIDS FOR BOTH THE SPRINKLER AND JOISTS ARE TO INCLUDE ALL HANGERS,BRACES, BY SIMPSON STRONG-TIE COMPANY, INC. SPECIAL INSPECTION AND 1NSTALLATION PER � �
<br /> _ . .... . ....... . . ..... .. �.......... ,
<br /> �......... . .. ........�, ....:... . _._..�_... .. .. ..,:..,�...,. . _..E_�..... ._ ,.,,,,. .... _.,�..,... _... _.�..,,...,. �_.. .... _.___.�._... ICC-ES REPORT ESR-3037. w
<br /> STE�. ETC.,AND ACCOUNT FOR THE LOADS INDICATED. LUMBER NOT NOTED SHALL BE D.F.#2 OR BETTER. � _ �( -1'- �/
<br /> Stnictural steel metnbers,la out,atid details EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EX[STING CONCRETE TO BE �'��'� �.J w
<br /> . ._ _,.._ _m:__,....Y,. ,....,., ,. ......: ..��,,,.<......,. 1705.2.1 r:ISC 360 --- ; X verif}j n�tt�ber si�s,Iayout;ancl conaection details.
<br /> 2A.ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES--2011 � � ^
<br /> SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST. EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH SIMPSON SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, / �
<br /> INC. SPECIAL INSPECTION AND 1NSTALLATION PER 1CC-ES REPORT ESR-2508. Z O W
<br /> �V elder quaiifications j Review weider qualifieatian card for each�velder. � J
<br /> _. _ - -- �-- - STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL
<br /> � Q 1705?.2.d AVdS D1.3 --- ; � Veri on s�tz�tietdin� rocedures for each type„ofweid. RY SHALL BE `�' �
<br /> Wzldui procedures ___ _...�.... .._ _,,. .... _.._.___.... - -�' -- --- -�-� - ---- - - - ------- - E IGNED FORTHE VERTICAL SUPPORT STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR MASON
<br /> -�--..--. B. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE D S
<br /> \i%eld cnaterials Verify rz�iufacturers certificate of con�fiance. PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19%AT INSTALLAT[ON FOR ALL ANCHOR RODS INTO CONCRETE SHALL BE GRADE 36 MANUFACTURED AND INSTALLED PER
<br /> Cor� lete arid artial'ouit enetration roo�e welds X LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. ASTM F1554. ALL ANCHOR RODS/BOLT'S ATTACHING PRESSURE TREATED WOOD PLATES TO
<br /> � P _. J..._,.,_1' .. ... ...... ...� , , ---
<br /> __ . _ . _ _ .. .. _ . . . LUMBER.
<br /> �rlulti-pass fiflet�velds X --- Provide visuat inspection for all fieid�velds. 5. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: CONCRETE SHALL BE HOT DIPPED GALVANIZED. MINIMUM EMBEDMENT FOR ANCHOR BOLTS
<br /> _ _
<br /> - - lN CONCRETE SHALL BE PER IBC TABLE 1908.2; UNLESS INDICATED OTHERWISE.ALL ANCHOR � � Q ra
<br /> ' - ass fillet welds reaterthan 5/I6" 17Q5.2:2.11 X ` --- i;itra-sonic testuig is required for cotY�Iete and partial _ _ ET EEN TWO JOISTS AND BE TRAPEZED SO EACH JOIST SUPPORTS WOOD SHEATHING:
<br /> Suigle p_ � . :4WS D1.3 A. PLACED MID WAY B W
<br /> __.. ..__
<br /> BOLTS FOR SILL PLATES SHALL BE PROVIDED WITH 3"X 3"X 0.229"TH[CK(MIN) PLATE J 'n '��
<br /> Piu�and siot�velds , X ; --- peiietration groove ti�elds. , __ __ „ „ _ _. �. HALF THE LOAD. ROOF SHEATHING...... 15/32"OSB STRUCTURAL I RATED PANELS W[TH STRENGTH AXIS W �
<br /> _�_ ___.�..__ .._.._�_ __�._., . ___ ._._...._ , � WASHERS. � � c`� �
<br /> Siugle-pass tillet weids less ttiaTi or e ual t�5t 16° --- X _ B. SUPPORTED AT 10'-0° ON CENTER MAXIMUM. PERPENDICULAR TO SUPPORTS W/EXTERIOR GLUE.....iNDEX 32/16 z � � ' '
<br /> tloor deck welds 1705.2.2.1. --- X Q - N e
<br /> ' Veri ,A706 rebaris used atid provide vis�ial ins�ectiou for fieid 4. USE THE FOLLOWING WEIGHTS FOR SPRINKLER VERT[CAL SUPPORT DESIGN: ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE _ � �
<br /> «'elding ofreuiforoiug steel 1705.2.2.12 A4�'S DL�k --- ; X � --- •- ---.-- . .... ., .... _.�........._.. .. SUBSTITUTION REQUESTS REQUIKE ADDITIONAL ENG1NEERING SERVICES. �'
<br /> «�elditi . PIPE SIZE WT PER FOOT KANGER VERTICAL LOAD EXAMPLE: FLOOR SHEATHING....23/32 APA RATED STURD-I-FLOOR,T&G PLY WOOD W/EXTERIOR Q U Q � '
<br /> I��h strength bolts aEid�omt�re�aration � � � --- � X � � � � 8" 51# GNEN��SU PORTS AT 5�0 CENTER � GLUE.....1NDEX 48/24 OR APA APPROVED EQUAL � � � � �
<br /> _. _ __� ..�__._._ � _. � REINFORCING STEEL: N �
<br /> Smig-tight joiuts � 1�705.2�.1� AISC�36Q --- X Provide vistial uispection for all bolted jauits. � � � � �� � � � � �
<br /> �� - � � � - � --- ��--� ���-���� -- � � � ' ��� ' � � � 6" 32# FIND:� HANGER DESIGN LOAD ALL PLYWOOD SHALL CONFORM�TO U.S.PRODUCT STANDARD P.S. 1-09. ALL O.S.B. SHALL � ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. (SEE BELOW FOR WELDED REBAR). �J � O
<br /> Pre-tetisioused and sli -critical'ourts � --- X � � ALL REINFORCING SHALL BE GRADE 60(Fy=60,000 psi; Fs=32,000 psi). LAP CONTINUOUS �� N �
<br /> ' s side la attachments � � ICC`Evaluatiotz Re ort --- � X Verify sizes,emlaedrtient,aud spacing�. � � 5" � 24# SOLN: 51#/FT X 10'=510# � CONFORM TO U.S. PRODUCT STANDARD P.S.2-10. NAILING SHALL BE AS INDICATED ON�PLAN.
<br /> Roofand floordeckpm and p P REINFORCING BARS IN CONCKETE AS INDICATED BELOW. CORNER BARS(BENT)W1LL BE m � (jf N
<br /> , �; , 4" 17# ADDN'L PER NFPA #13 =250# HIGH SHEAR DIAPHRAGMS SHALL HAVE SPECIAL INSPECTIONS AS OUTLINED BELOW.
<br /> ` - - -- �� TOR IS TO CALL THE ENGINEER TO SCHEDULE SITE VIS1T PRIOR TO COVERING ROOF PROV[DED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH m � � .
<br /> _ .. : ___. _. ___. .._ .__._ _. _ . _ .__ 3-U2 14# TOTAL SUPPORT DES[GN LOAD=760#/HGR CONTRAC
<br /> __ _... _ ..
<br /> ��'OOD SHEATHING. THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE °'
<br /> STRUCTURES. WELDED WIRE FABRIC TO CONFORM TO ASTM A82 AND A185. WELDED HEAD � � I" Q
<br /> R�ood fi-anung layout and details _ _ __ --- ` x __ _ _ _ _- --- ALL HANGERS TO BE DESIGNED, SUPPLIED AND INSTALLED BY THE SPRINKLER SUPPLIER. • � �
<br /> 5 --- X Verify that the tnecnber sizes and�rades,stnictttral panel TRUSSES: STUDS SHALL CONFORM TO ASTM A108(Fy=55,000 psi).
<br /> !� W
<br /> Sheartiaalls aud holdowzi installatiou _ SD G'S --- X thicimess and¢rades;nailin�siz�and spacin ,and all ather • FLOOR TRUSSES ARE TO BE RED-PS AS MANUFACTURED BY THE REDBUILT CORPORATION. z U -� �''
<br /> 170_.5
<br /> Roof and floordtaptiragrt�s ._„_ _„ .......,.. _..._.� .. . .. ..... . ...�. . _.... . .�._......... ... _.._........ . 5. SPRINKLER LATERAL SWAY BRACING(AT 90 DEGREES TO MAIN)TOBE. _ I A CEPTABLE IF MILL TESTS � •
<br /> "' '"""'" " "" '"'"" " �'" " ' ___ ` ' ' s MANUFACTURED IN ACCORDANCE WITH THE 1NTERNATIONAL CODE I�EBAR FOR TILT UP PANELS SHALL BE A706. A615 REBAR S C � �
<br /> � Coniiections tor collectors,chords;a�id braciri X couuect�ons couforcn to the drav4�tig A. SPACED A MAXIMUM OF TWICE THE VERTICAL SUPPORT SPACING. TRUSSES SHALL BE
<br /> __. _._.. .. ...__. _..._
<br /> � High shear diaphragrns 170�.51 --- ` X B. BRACED FROM THE MA1N TO A ROOF STRUCTURAL MEMBER WITH CONNECT[ONS COUNCIL EVALUATION REPORT ESR-2994. ALTERNATE TRUSSES ACCEPTED PROVIDED AN SHOW: 1)Fy DOES NOT EXCEED 60,000 psi BY MORE THAN 18,000 psi,AND 2)THE RATIO OF - Q '` '
<br /> o Panelized Roof Hangers 1705.i ICC Eualiiato�i Report --- X See detail an Slieet 5-3.0 DES[GNED AND INSTALLED BY THE SPRINKLER SUPPL[ER. ICBO REPORT IS SUBMITTED WITH THE BID. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED
<br /> ACTUAL TENSILE STKENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. U W �yJ uwi `�
<br /> � k __ C. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF HALF THE WATER FILLED BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. DESIGN CR[TERIA SHALL �jJ ..I
<br /> a _ _ - MIMMUM LAP SPLICE LENGTHS FOR CONCRETE
<br /> m POS'P-INSTaI.LID�l�TC�I�RS PIPE WEIGHT TIMES THE SWAY BRACE SPACING. MEET OR EXCEED THE FOLLOWING: � J � � .
<br /> � Post-installed anctiors or rebar iustalled'ui hardened 170i.1 . Verify ancllor��roduct type d'uneusious,hole pre�aration BAR SIZE fc=3000 f c=4000
<br /> N .... ...._ _.... ..�.... #4 28" 25,> � W N ° .
<br /> � __ . __ .... _ _.._.. �.....�.. __._._ ICCEvatuationReport X , ---
<br /> � - 1703.4.2 and cocidition;adhesive ea�iratiou dates uistallation procedure�_ 6. THE SPRINKLER DESIGNER[S TO PROVIDE THE CONTRACTOR ARCHITECT AND JOIST FLOOR TRUSSES................................LOADING -- TOP CHORD................... 100PSF L.L. PLUS
<br /> � c,oncrete ' #5 36" 31" z -'1 - H
<br /> � �.. . ,.. _�_ __. __.�._ __ _. __� _... �__..___
<br /> N Po�vde rDriveti Fastene�s 1705.1 IGCEvaltiaton Re ort --- X enibedcx�ent,ti hteriici tor ue,etc.carr I «rith re orts. MANUFACTURER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH 10 PSF D.L.
<br /> � , , : ; D E S I G N L O A D S, S O T H E S E L O A D S C A N B E D E S I G N E D I N T O T H E J O I S T S,E T C. -- B O T T O M C H O R D......... 7 P S F D.L. #6 43" 3T' J J �
<br /> P � ; ___ _ _ __ _ _ __ #7 6�„ 54,> c u�
<br /> _ __ _ _ . _ __ ' Q G
<br /> o __ __ FABRICATORS #8 71" 62" _ I
<br /> � Veri' that the fabricatoris a�proved by the buildui¢official to perform 7• THE ROOF JOIST DESIGNER TO PROVIDE AND INSTALL ADD[TIONAL BRACES TO TAKE FLOOR TRUSSES.............................DEFLECTION -- LIVE LOAD.................L/480 (�
<br /> „
<br /> m � - -- - - THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF DIAPHRAGM. -- TOTAL LOAD..............L/360 #9 80" 70 W o
<br /> �4orkunthout specfal ms�ection If nof appiotied the special � �
<br /> � --- X _ __._ . _ .. � � � � � � � � �
<br /> � Approval of fabricaton 170�.2._5
<br /> � �cispeetor stial(review the shop s fabricatic�ti arid c�ua[ity contrc�l NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES OR HAVE A DENSITY OF O.SOG] THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT(UNLESS a' w
<br /> SHOP DRAWIIYGS: L
<br /> � procedures for con�liance w�ith tttis section, SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND INDICATED OTHERWISE ON DRAWINGS): � Z � Q �
<br /> � ; ` _,,, _, ,,,_ ,_,_, _�,�.._ _. ._._... _.._ v . .. ...__...... _... STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING TRUSS SUPPLIERS NOTE: � o . ,
<br /> �, _. , _... . _.... .. �.�.. . __��..... .... ,... _ ..�.. .__ ; ' .
<br /> , A CONCRETE CAST AGAINST& PERMANENTLY EXPOSED TO w � � •c
<br /> � ' � ectiotL�Testm Pra rarnNates: _ .. OF REPRODUCT[ONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE )
<br /> S e�ial Iiis _. _... __ _ _. . _ _ __..._... . __.. _ ...........................................................3" EARTH FACE J Q r- ;.
<br /> � P ___ k' ___ _� � . .. .
<br /> EARTH..............
<br /> - ' ' • '' tr te co etence to tlie satisfaction ofthe Buildui��t�icial for the t e of uis ections listed. „ _ NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS DRAWINGS 1NDICATE THE DESIRED TRUSS C O N F I G U R A T I O N A N D A R E T O B E C O M P L I E D W I T H •••••••••••• F--
<br /> �, 1. The s eciai uis ector shall be a uahi�ed ersoc�w�Yio shall detnons a mP �.� . . ..... .... ...�.. _ . .._ ..�..... �..._ ..... ., ..._Yp..... . .� _...�...., _.._.. _. ., �.. _.�..._._
<br /> � � P p -• - � � "' ' : . ` ' • ' "" ; �' � • • • � � • ° • WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD B) CONCRETE EXPOSED TO EARTH OR WEATHER(CAST IN FOFZMS) O
<br /> o � � t�r s ail arrauae a re-constructto�z tt�eetu� w�th the:�rc,h�tect Fii izieer,BuildmQ�fficial,Testuig A encyt�review the specialuispectian pr��rarn _ __ SUCH. ��
<br /> _. It nacess ,ttie contrac h � �.... . ................g,�...._. ._.._ _.4
<br /> o _. �Y . , .r. ... . .. ... ...... ...:.. � .,,,P.,. ._ . ....: .. . .._,� . , ,.. ..... ., . ...,._ _.._� . .. ......�,..... . .,�
<br /> � ' � ' ' o lim�ted to: - � _ 1) REINFORCING STEEL REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED,HE IS TO SUBMIT #6 THROUGH#l8 BARS.........................................................2 z �
<br /> m 3. Dut�es ofthe Special Inspector iEiclude,but are u t _ _
<br /> ,,, ___ _ _ __ _ __
<br /> -- - -- _ . . - . • . � • • - • �� ' m al s col ft s etc. WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST #5 BARS& SMALLER............................................................1-1/2" S I'1 @@ t "
<br /> � • - � • « t e a ro�ed emnt lans and s ecificattous. Iaiscre enc�es shall be broti ht to the attentioEi of the Coritractor for eorrectlori �f unconrected,then to a)structural concrete elements i.e.bea s,w 1 , , g , E OT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND J
<br /> �. Obsen e the��orl.for cot�tonnance 7th h pp � p , ........T�.
<br /> ..� �...... .. . ....� .,..,,,,.. �?�H ..._..,� ��'.....�,. . , ,.,,,,,, .., , ,�.� ..r_. � ......,,, . . ................_ �..���_ .. .,. �,�,�,,.. a..,... ._....�.. T�..�_... ..._..., , C) CONCRET N
<br /> � _ ..... ...... ,.,w.�. ..._.. .�........�._..� � �' 2) STRUCTURAL STEEL ITEMS
<br /> ._...
<br /> ; ttie attention of the Arcli�tect,Etigineer,aud Building Official. E . PROPOSAL OR BID. Q
<br /> v _ __ __ _ _ .._ . . _ . ' .. ___.. . . _ 3 PLYWOOD WEB TRUSSES SLABS, WALLS&JOIST-#11 BAR& SMALLER...............3/4° �
<br /> z " ' ' o i to the Contractor.Architect.En�uieer.aud Buiiduig Of�cial as a iYntiurn►m. TEie re orts shali be issued�i a tunely rnanner. )
<br /> B. Issue Itis ectioci Re orts for each u�s ecti t , . y , - ED THAT RE UIRES REVISIONS TO PRESENT STRUCTURAL BEAMS&COLUMNS.............................................................1-1/2"
<br /> N _. p._��.___.. _ p �....._.. p.__ _ __ �____._. . . ... _.. _..._ . ..-�..__... �...... ......,_.. _.. . ,,_p_, _ .. ...�__..... ._ ...... , _ _ IRDERS IF A DIFFERENT SYSTEM IS PROPOS Q .
<br /> � ' ' � b` 't fmal re ort statici whettier the�voiic re uirinQ s �cial ffis ection�vas ms ected,�vhether the work was cart�leted ici conforrr�ance�v1th the appro�ed 4) STEEL JOISTS&G �1.�
<br /> C. The 5 ecial Ins ector shall su t�u a p � _ , ,q ,,,_� p,,,,,,,,, ,,,,�?_... .,; p,,,.,,.,, --- -- FRAMING OR DETAILS SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF
<br /> _ _ P _____.P ...._._.�... . ..,. .._.... _.. ,.,,,,. . _.__... __._�... .. ,_. �. .. __... .. _ _., __�__... ,.. . , �
<br /> �- laiis and specifications,atid�vheth�r the�vork was ui coufonr�uice wlth au t a licable��rorktnansh' rovisions of the a licabie code orstandard.
<br /> � P r u y_.T�l� �t�., PP z
<br /> - - -- - -- (SHOP DRAWINGS CONTINUED ABOVE LEFT) THE OWNER,ARCHITECT AND ENGINEER (REINFORCING STEEL CONTINUED ABOVE LEFT)
<br /> ' 4. S eciai ius zctions and kestina reqt►irer[ients a ly equally to alI btdder designed eotnponents. ` . _ _ (TRUSSES CONTINUED ABOVE LEFT) w
<br /> � �__. P_ _..,.. c ., k�k' �.... . . _ _ , _._,.. S . . . � _.._ 1 OF 10
<br /> _ _.._.,_. _ . _.
<br /> � >. Fabricato�s sfiall sub�tut a certificate of cor liacice to the Buildin ,Officia(stating that w�c�rk«as con teted'u�accordance«�itli the a tnved canstntction doctttnent .
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<br /> M . . . . . . . . .
<br /> � . � . . . . . . � . � . . . , . . .
<br /> Y � � . . . . � � . � . � � �. . . � � . . . � . � . . .
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