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0304-293 (BLCK)
LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 76Z 199 A 05/31 /.2l' Date - 7 ,Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the'work for which this permit is issued. () I have and will maintain Workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier �TME FUND Policy No. 1557214-02 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with`tliose provisions. / ?e ate: i yApplicant -� . Warning: Failure to secure I Workers' Compensation coverage is unlawful and shall subject an employerLto 11 criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set ,forth on his +` application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is ` correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above -mentioned property for inspection purposes. I Signature (Owner/Agent) e% �^^- j y `Date BUILDING PERMIT • PERMIT# DATE VALUATION LOT TRACT ` JOB SITE ADDRESS-.7.�ii1��i�dA� 1? APN OWNER CONTRACTOR / DESIGNER / ENGINEER :Tt'A'..v1KO D VM.,OF:KMT CO. STAMM DTNFJ,0P.W2JT CO. 2205 nPOINTSLr17AAVIL 2205 riP0JN1v`M*f1AAV�'. NIANHAnAN BEACH CA. W266 141ai>%M.CTAEd' P + ' CH CA 90266 �21�i)�'r��S^4SUtT cmo .2172 USE OF PERMIT C3'L."iJ IRV, RUIt.. ANG R?f! 1, 1?, 6' 11ARDIM WALL (SOUTH 1:'T?OP. LMI I:►M.APPROVED PLAN, ORCO SYSTEM 6 FT, WALL M.00 Lp. ESTEKATA..D COST OF CON&I'MC-1101V 21,7 .OID CONSTRUCTION 3'-` 101-000.4 R-000 $225.00 rtF h e a TOTAL AND MA),4 CT-iEMC MPAID 19 $225.00 $0.00 APR 2 3.2003. ..�s, L. CITY OF LA QUINTA - FINANCE DEPT. RECEIPT . DATE 00 ✓ r ^:l BY DATE IN ED s INSP OR • INSPECTION RECORD OPERATION I DATE I INSPECTOR BUILDING APPROVALS Set Backs Forms & Footings Slab Grade Steel Roof Deck OX to Wrap Framing Insulation Fireplace P.L. Fireplace T.O. Party Wall Insulation Party Wall Firewall Exterior Lath Drvwall - Int. Lath OPERATION DATE INSPECTOR MECHANICAL APPROVALS Underground Ducts Ducts Return Air Combustion Air Exhaust Fans F.A.U. Compressor Vents Grills Fans & Controls Condensate Lines Final Final POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs I I o Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVA S Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral .Pool Cover Sewer Connection Encapsulation . Gas Piping Gas Test Appliances - Final EOMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS. . Temp. Power Pole Underground Conduit Rough Wiring Low Voftage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) Tom Tisdale Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of. Banning 4. Beaumont 4. Calimesa 4. Canyon Lake 4. Coachella 4. Desert Hot Springs Indian Wells 4. Indio Lake Elsinore :• La Quinta .;. Moreno Valley 4. Palm Desert .;. Perris r. Rancho Mirage `e San Jacinto :• Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Marion Ashley District S RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and Fire Protection ` 210 West an Jacinto Avenue • e s, a i om a Fax June 3, 2003 Perkowitz & Ruth Architects 111 West Ocean Blvd., 21st Floor Long Beach, CA 90802 Re: Non -Structural Building Plan Review — CCD #1 LAQ-03-BP-008 / Walmart — McDonald's addition Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project changes. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware. 2) Install portable fire extinguishers per NFPA, Pamphlet #10, but not less than 2A10BC in rating.' Contact certified extinguisher company for proper placement of equipment. 3) Install a Hood/Duct automatic fire extinguishing system. System plans must be submitted, along with a plan checkfinspection fee, to the Fire Department for review.., 4) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the tenant space. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicantlinstaller shall be responsible to contact the Fire Department to schedule inspections. 7uests for inspections are to be made at least 24 hours in advance and may be arranged by calling ) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, FRANK KAWASAKI Chief Fire Department Planner By Walter Brandes Fire Safety Specialist tCc: La Quinta City'=Building Dept.-� H.%PE2WP Da UA 0Aft PROJECTMBdit PCLLlW4)1BP-Md).doo EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2^d FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 I9 NS MEMO DATE: June 25, 2003 TO: Jcrry Hamilton FROM: Hien Auong - KPFF Consulting Engineers SUBJECT:' Wal-Mart #1805 La Quinta Job # 12-0342 According to the typical detail 1/S5, a bond beam with (1)#5 continuous fully grout two courses above and one course below should be provided where the emibedded plate occurs. Since the CMU wall is fully grouted, therefore just need to. provide (1)#5 right at the middle of embedded plate. For the locations that the embedded plates in different elevation, provide the reinforcing lap splice for this (l)#5 bar as indicated on Reinforcing Lap Schedule - detail 7/S4. Please feel free to contact me if you have any further question. MFMWWALMA tTLAQUWA/12.03Q= , %f) V-D AA -Pb eW�vC�2//,V M t GL OF MST CINDER REF RAN Q. OF CMu WALL I. :.5. REY D U WALL lH FOR EAND CE CONT STEEL AND MEMBER OR' CONTROL JCNT REF EDN RAN FOR LOCATOR REF CUN WALL YERT REW SCHEDULE (SWEET S♦) FOR SHZE AND DOWELS REDD TIP -- RI IEO W-- ENLARGED DETAIL is IS LESS SCHEDULE St-OOB MAIN BUILDING AREA e B GC B ' B B - -B- - - 51-008 REF fWH0ATICH AM ROOF ORALONG CONTROL TOR Lq.'A71CH OF TWALL EI NTS PROME VERT WALL RUK N MST CELL EACH SDE tf CONTR0. JOHT AND Al CORNLR SZE BARS m YAldl VFRT WALL RENF $OIEDLAEp VJTE: oT DOWROATOC TDOES I. RtONOE CNDRER BARS m BDI CGBEE HOOK OR L E_ HOOZ JORNT RENF TO END OF MALL N BOTHLAPS DOECl10N5 S. PRONBE 1WtT WALL RRl1F ORNER CORNER CELL TE CMU WALL EMBED SCHEDULE 'COITMOUS LDGndV EMBED STEEL IRHBER szE ♦ S aA . 3' NSA TYPE 3 SPADING JB' szE - FRONT WALL AGELD T NOTES FROR WALL AT GELD B R J . Y . tl-6' IW1H ♦ S DIA . S NSA 3 24• 6 1 FRONT WALL A7 ViTnBULE R 3 . {' . tl-e' WITH 2 S DIA x S' NSA 1 ♦e' LD.4�A6 LLN REF OT 1-S&I 1 FRdR WALL AT VESIIBIF ] ♦• CIA • 10' A307 THREADED RODS 2t' NET DET 1-5&1 1.4 SOE WALL AT GELD 1 PL 3 • 6• . W-e' Wim t S OA • S NSA 3 36' ED� 1 SIDE WALL AT GELD 2.E PL 3 v 6' . 0'-6' wTl { SIC OU , S' NSA 3 ♦6• L6.46 a 1 2 SIDE VNL AT GELD 10 R J . C , 0'-6 WITH 4 S pA z S NSA 3 ♦6' LBx1�6 1 a 90E WALL AT GELD 12 R 3Ar. . tl-6 rnH ♦ S OA a S' 16A J 36' I6N.3 6 1 MALL AT OID 13 R 3 , e' . 0'-B' riX ♦ S aA . s NSA 3 J6' lb�al 1 2 BACK MALL AT GELD J AND GJ R 3 a 6• . tl-S' WITH 2 3 DU . S' NSA 2 3Y DA.♦d 6 LLH 1. 2.4 AUiONOnVE BACK WALL R 3 a C . tl-e' rM 2 S dA . S' NSA 2 SY LS.bO { AUTONOnVE 90E WALL R 3 . 6' . tl-6' rTl 2 S OU x S RSA 2 3Y LS 1.1 t LLH .I 1. AUI011pTVE mart WALL R 3 a ♦' , tl-6' rTl 2 S Ou . s NSA 1 32 LSx34 ♦ 1 2.♦ AUTaNOTVE P&ASiERS CCHN AT ROOT AUTOMOTIVE CANOPY R 3 . 6' z tl-S WITH ♦ S dA . I NSA ] t' DIA 10' ] -- GARDEN CEICTA BALT( WALL , AJ07 T RE. RODS R 3 . S . tl-B' r7N 2 3 6' OU, a S' NST -- 2 ♦8• 3Y lax{�d 6 LL LSaJ.I ♦ i GAMER (ELNTFA SDE TALE PL 3 . 6• a tl-e' rTN 2 S DIA . S IHSA LSaJ.I t LLL I s 1 2t GARDEN fEN1ER FRONT VALL R 3 . t' . tl-6' NTH 2 S 6 dA . S 16A 1 32' LS h1 1 N 1..4 E AN90N JOOIT AT SALES R OROLERT SIDES m+T — t ] . ♦- tl-e6'T2 1 72' 12.].1 14 2 OOCI eAdc rAuS R 6• 3 wr L S. ♦ LLH I 1. t DOCK SE WALLS NOTES K 31r. Ir . tl-B' WFOI { 51T CIA • S NSA 3 tN' L%1%1 ♦ 1 1. REFER TO DETAIS FOR EMBEDS NOT SCHEDULED ABOVE. 2. WHOt CONT ANGLE 1S TURNED OP. USE SPUGC TYPE 1 AND WHERE ANGLE 6 TLWIED DOM. USE Sp CE TYPE 2. 1 PULE EMBED RAZE AT (FALTER OF P6,ASTpt ♦. EMBED RATE SHALL BE RACED WITH LONG DIMERSCH HER— EYCEPT AT BACK MALLS. NOTES 1. OL 6 PULE AREF FRAIDNG PEAR AND DETTAILS.M c 7. POSITION PULE NTNN GROUTED COURSES, ¢ 3 DO NOT NSA N OFD D B OR NERD JON JON1S DRILL (2) 1/2' DIA HOLE N FACE SWELL CENTERED CH HEADED STUD ANCHOR. P0511ON PLATE BEFORE G mnmG VERTICAL DOM PLACDAENT liana WALL REM REF 2.2. IZ.S I]. 1).S•1�. E1�ED TYPE T E1®ED TYPE 2 DLEIED TYPE 3 CONY 51Ef1 MEMBER . Sh S BAR 2 1/Y.3 3/e'J-Y CENTER CH SRUCE CGM STEEL Mk3dER I/Y CHAMFER BAR 2 1/2•r3 3/e'x3'-Y W CHTER CH 9'ULE ' SFUCE TYPE 1 SPACE TYPE 2 vW RENF REF NOTE 1 =♦' - VERY RENF V-♦' 03 TEs O REF NOTE 2 B•OC LENG H TYPE 1 LENGTH HOM WALL RED6 REF - 3-S{ VERT ROW REF WYE 1 /3 TIES O V-♦' roc VER REF NONE 3 TYPE 2 LENGTH VERT ROW REF NOTE I VERT RF1NF 1•-{. REF NOTE 2 TYPE 3 ©�IIE![1F.L Ima�� III�I�I�� I STEEL REINF LAP CONCRETE LAP SF 01 REINFORCING LAI 6 H07E 2 olm—amm. ii SQUARE BASE PLATE NO SCALE t101ES - 1. REF COLUMN IRD MN SCFOR ND1N'V 'L' Ir zff LENGTH AND 11ECDIE55 2 SZE WADS PER AM mwbH MET 3 REWD31@N75 (♦ s106 1TP). 1 ANCHOR BOLLS NTH F Nff.ADS FDS y� MEFING THE REOU S 6 ASYM M SUBSTITUTED A707 MAY BE SLIBSIITITED FOR 3/♦' /4' 8 L� dA ANCHOR BOLLS — TO FoonNG OR PEDESTAL SEE SCHED — HEADED BOLTS WIT BE SUBSTMTLD uN0 TACK HEAD 1/8DAMAGE THE ANCHOR BOLT DIAGRAM NO SCALE 0ZBASE PLATE AND ANCHOR BOLT DIAGF O♦2602 Maim 1. RE NFORCE AND SOLD (RIFT EACH CELL WITH (0-07 VERTICAL FROM TOP OF FOUNDATION TO BOND BEAM AT ROOF ELEVATION. REF 3-S&t FOR GCTALS 2. RENFORLE' ANO S 1♦ CRINT EACH CAL NM (l)-n vER71GL FROM TOP OF FIIMOATION To TOP, PIASTER. REF 3 FOR DETAOS 3. PROVDE DOWELS FROM FOOLING m MATCH VERTICAL RENR7RIW& REFER TO CWU WALL REMMOING DIAGRAM FOR DOWEL NOTES ♦. PROVIDE NMZ WALL RE060RCDD AS ODIC % N TE ON WALL REINFORCING MA RAM. & 7E TWO W1TE WALL SECl1OS TOGETHER NTH 10 TIES O WO: LDN0T11ONAL R G ROD M,TS & MAMHW GROUT U1TS - ♦'-D•. CGN1RtfTGIR OP11GY4 6. SPMAL WALL SECTIONS MAY BE GROUTED NTN HAND r2FD FINE CROW L=TNG THE REWMCWTS 6 ASTM C476. NANO Ml® RUE GROBF SHALL BE PROPORIDHED BY VOLUME.' 1 PART PORTAN D CEMENT. O-1/10 PART HYDRATED LBO. 2 1/�3 PARRS FW ANGREGRATE MADYUY GRW7 UF7S - {'-W. SPECIAL WALL SECTION SCHEDULE AND DETAILS 5 3/4'-F-p 102M SHOOS M CYu umm SCLffDUIE WTH CLEAR SPAN DEPTH fol REIi Y ID m Y-{' I'-♦' 1 DOTIOM C UP m 1Y-6' 7-0' I TWB w FOUNDATION SCHEDULE MART I SZE ROW . I NOTES UNM `O .�G 7H �O 6' A7 ORJONG up To3-♦• T N' AT OPElr6 UP TO tT•_{• CWT.S-0',F-w RNT RET 3-SS, FOR �p i LOST W 1 �TH R.TNGE 1ME BEAM TO WEIDMG K THE EAE AS SHOWN b S L SIDES 11EELLD� IL 11 012 CAP PLATE 314-Arm'-B' ' 8' STANDARD PIPE T• UGK CM PLATE CENTERED ON �\ ' CO TS C1JLL 001 WI1N TADl11 1' LMGEA ROOF DIAPHRAGM I iREIF MMN AN 15 COW" AND LENGTH LARGER THAN TS COLUMN LONG COlMECODII DIAGRAM AND1/Y DIAL FIECTIOI DOLTS FOR ATACHMENT OOENSION PARALLEL TO ASYS SCHEDULE EA CA) TYPESI3 AND SPACING JDtsf AT COLUMN (2) 3/C DIA ERECTION BOLTS 1// ] PLATE TYP TTp I ON S' GA AT EACH .- GIRDER /1 3 el PLATE 3/1' CAP a / SIDES�i� ]/18 TYP J/16 6' 13/18' qA I BAST SEABDI PLATE iGVMG NOTE FOR i 1/2'16'aC-6' CO NOT WELD JOIST TO PLATE TYP PLATE 3//4' SLOT I ' COl1Wl TO PLACE PLATE TYP1/1 STABIIIIDt PLATE 1/4 3/1-•6-.0-' DO NOT WELD STABOIZ R PLATE I JOIST GIRDER TO PLATE TYP 34" .0-6' DO NOT WELD JOIST GIRDER ToPUTE TYP DISH SUPPORT n COLUMN /JOIST GIRDER 55-011 65 CONT. NCRRAGS PARAPET FRAMING WNL OBED 5O1FDUlE Fd S12C -- MAOm AND PLACEMENT WITHIN GROUT PARAPET FRAMING � to OPENING YT00 FL CELL DO NOT PLACE NSA IN C WU HEAD JOINTS EACH I . ROOF DECK TYP JOIST I BEHIND Cum TO R R AYI B lTP OAS 2012 ��RC OMB IW C COLUMN CONNECTION ~ yy O N ROOF FRAYING RAN JO Sf 8E QD U BLOCK WALL. BOND BEAM WITH (1) p CONT AFTER ALL I OUT AND RE1NFOR R SCHEDULE FULLY GROUT TWO COURSES ABOVE Aim ONE COURSE BELOW ROOF DEAD 3 6 2 CHANNEL To Sod BOND REAM LOAD HAS 3/15 1 BEEN APPLIED I 3 6 x CNANNLL ` AST 3 6 2 EA AT m6gmc As REtD BY 5.M TYP 8 PIJIEL Pi cm2u E . j BETWEEN A515 lJJa1/1+�-Y PA POINT AT AT PNQ1 POINT 07 GIRDER NEAR SIDE AND FAR SIDE DESIGN J05f BOTTOM EINORDS FGR All AD0ITION& 6 GDP MAL LOAD DUE To WIND/sESYic PROVIDE 3/16' WIN ANGLE ' llaE FOIL BOTTOM CHORD ' FRONT WA LS}DDT COLUMN BRACING CONNECTION BETWEEN JOISTS 6 ,•-o' 113001 S5-006 AAINIRG As ALdc THIS DER SHALL HAVE STANDARD END SEAT PER AST NOTES ' DRAWING SI. 1WT fERNAL DRAINS u PLAN • REF 13-S5.1 FOR PARAPET FRAMING J � REF 13-511 FOR . ' EMBEDDED RATE CENTERED ON ld E018 OF .1 STEEL MEMBER PARAPET FRAM KG ++ R TOP EMBEDDED RATE CENTEREDMEMBER EDGE MU CALL STEEL MEMBER R6 AR ITFF CMU WALL EMBED SCHEDULE FOR 5T3• SPACING AND PLAESAENT WITHIN WALL AND P CEMENTE FOR REF SPACING SRC SPACING AID PUDEYEIT WITHIN. GROUT FILLED CELL R OtDI1T FILLED FELL REF CWU WALL W DIAGRAM FOR WAL EACH IPIALL 3/16 EMBED REF CMU WALL REDO '1AND SPACING TYP E66 DIAGRAM FOR WALL RENF AND SPACING TYP ]/16 1 TYPE REF CMU MALL EMBED SCHEDULE FOR OFONREr 93E CT TP 3/,6 2012 CMU WALL OF 3/l6 2 O 12 lYP EACH END '�-<EMBEB S� woo" // 3 EACH SCHEDULE FOR S1II }/16 2 1K 1/4 3 GIRDER CANT STMEMBER EEL J 6 2 ROOF DIAPHRAGM COHNECTION RAN AND SCHEDULE FOR DECK OffmiAMMG EL () /2' qA EHEC11d 121 1/2' DIA flECed f10L1S CA . AT COLUMN }/IB t, ACHMEIT TYPE. SRC AND R ROOF FRAMM PLAN BQ 9 EACH JOINT AT CQUIOI 1 CMCROM FRAMING PLAN l YP EA AST "� < S CONT 1) WITH BOND BENT / ( - •-n BDID BEAM NTH (1) /3 CONT TSSA2aM- WITH J/16'PLATE FULLY GROUT TWO COURSES ABOVE AND ONE COURSE CM RATE 3/1'RIYAAS 910'MI FULLY GROUT TWO CpMSfS AND ONE COURSE • 3 ES 3/6' CAP RAZE ,n WEIR SABOVE HED FOR -SERIES AST FOR W-SEXES USE BELOW BOND REAM , (2) 3/1' IRA ERECDON 8roL15 D]OW BOND EERY 1 SIDES 1 1/2 y WIN TP 11/16' 01A MOLE FOR GL1YNG I 1�'. ON AT EACH AST 1]/16' DIA NOSE FOR aIYLD ,/1 JOSH STABILIZER PLATE WELD 1 SIDES JOIST STABBIZZER PUR 1/Yx6•0-6- DO NOT WELD REF ROOF1 DO NOT JOUST TO PLATE TYP 1/4 JOIST TO PLATE lYP I DIAGRAM AND SCHEDULE FOR DEC( '- EMBEDDED RATE REF CMU I STABILIZER PLATE 3/Fd'M EMBEDDED RATE NET CMU _ ATTACMONT TYPE AND SIZE LOCATE AT K OC AT TWO WALL EMBED SCHEDULE FOR SIZE AND SPACING LOCATE C. OF EMBED PLATES I O-6' DO NOT WELD J01ST (.D1DER TO PLATE TYP WALL EMBED SCHEDULE FOR SIZE AND SPACING LOCATE CL OF EMBED PLATES I i DEC( FLUTES AT PLATE AT 16' FROM MASONRYT T 1/1 TVP AT IIF TRd MASON" CONTROL AOITS (EACH SM CONTROL JDMT' (EACH SIDE). PROVIDE A YM CLEARANCE OF 1/4 PROVIDE A MIN CLEARANCE OF V-0' 6 3 16 J AT 12 1'-0' FROM DDISIWIS 6 FROM COLUMNS T9 J/16 J AT 12 ] 6 i 6 2 3 8 2 3 B . CRT REF FRAYING FL/�. EL T + TO OID ( ' MC61G fGR BOTTOM aCD OF ST fdDER AS REOD BY y BOND BEAM WITH (1) /S CONT REF FRAYING EL FOR CRT GM O AS RECO BT SJ All FULLY GROUT ONE CHWIRSF I BAR 3/6'dAO'-1' AT EACH BOND BEAM WITH (1) R OWE REF FRAMING EL FOR GMT >i DEAD LOAD HAS BEEN BEEN 'TIED ABOVE BOND BEAM EMBED PULE CCONT OURSE ABOGROUT VE BOND BEAM BAR 3/6',Q•.O'-C AT EACH REF RAM WALL ROW EMBED PLATE ' WALL FOR WALL . REI1F AND SPACINGTYP ROW A , WIND GIRT FRONT WALL COLUMN FRONT WALL WIND COLUMN 3 2 3/C S5-002 . 51-oa V-o' 11=1 SS-m m;na �t4 ` PROVIDE ♦- UN BRG LENGTH FOR W JOISTS AND z In- r7j YD, BRG IENCTI Ptlt 6 JOISTS + 6 t�) '. sr pi cauunaN Baa (2) 3/1. CIA ERECTION BOLTS EN 5' GA AT EACH JOIST GIRDER J fi V ' CONNECT ANGLES TOGETHER AT 1®-uWG'M 6- 1/1-a D•-6' B� '`Q u � leC iel �B PLATE AT TE DOME C BRACE palnaN ! s. �SiEACHR JOIPLATE � 1n A6-AO•-6- DO NOT WELD 3/,6 EACH ANOF AT DOUBLE,^ 3/1, BRACE COmNl1011 A6 ell �6 36 JOIST ro PULE TW I PRONOE BRACING FOR BOTTOM CHORD F UP FT BRACE DIlODERES a JOIST COIDER AS REDD BY SA WED i r STAMUZER PLATE MTH OUCT PLACEMENT AS REMBY S, AFTER ALL ROOF DEAD OpIB1E DRAM ON OPPOSITE LOAD HAS BEEN APPLIED SIDE OF GOAER ggee R@ �8 3/4-A6-.O'-6- DO NOT WED JOIST GIRDER TO PLATE TYP 8 0 @ ST GIRDER JOIST JOIST GIRDER 9 3/♦- _ 1' 1,30D1 55-009 i SS-0,0 U N 1 ET RiAN E.M c Z 1 � i + � C REF 12-SSG FOR /! FRAMING w 0. iPARAPET ME ffo w " ¢ a-1 o N (2) tn' OIA ERicnW BQ75 � i 31Sf R TO I d TYP JOIST GIRDER TOCCUroM co-7 N �L xIDN T� R R00 Yd P CA � u RROOF FRAMING ODI^WANKEL - WW 691E BLOCK 70 �31pwwFl /1 3 16 2 EA JOIST AT 6 PANEL PT Ai- O/♦A•-B- CBA11.5 BETWEEN JOISTS PLATE 3/4-A6-A0•-6- 13/16- MA HOE AT PANEL POINT FOR CUTTING FAR DESIEN JOIST ROTTEN CIHORD FOR AN � � SGN JOIST 80TTOY WORDS FOR AN IAL AFTR ALL ROOF 3/16 z AWTO6 R® AIOAL LOAD DUE TO DEAD LOAD HAS UM/Mg= PROVIDE 3/16- MIN ANGLE NOTIONAL a MOP AXIAL LOAD DUE TO BEEN BEEN APPLIED 1FOR BOTTOM CNOm ND/SEI9DC PROVDE 3/15. MIN ANGLE p FOR BOTTOM WORD JNECT10N BETWEEN JOISTS COLUMN BRACING CONNECTION AT JOIST 5 _ 1•_0• 022202 55-005 DUN ar: S5-005 3/1- �\ NE RI PUH P1ID10 CIRE: 102502 J FOR _/r REF PET FRAMING PARAPET FRAYING —5 WGUMNT d3E MPI/D3 EMBEDDED PLATE CENTERED ON TOP pOm EDGE OF CENT STEEL MEMBER! 3/te 1 T1P IW CW WALL F BED SCHEDULE FOR SIZE. SPACING AND PLACEMENT MTHON RFF ROOF pAR61A01 COIXECT"M DIAGRAM AND SOEDIAE FOR DEW GROUT PLIED CAL � ATTAC,DENT TYPML SIZE AND UW EMBEDDED PLATE CENTERED ON TOP SPACING REL CURED EDGE OF GENT STEEL MEBER - REF OLU WALL ENDED SCHEDULE FOR TYP EA JOIST SIZE. SPACING AND PLACEMENT MTIEN 3p 3/16 2 D 1x TA E•CH END CROIIT RUED Cfll 1/B , In SIZED FOR K-SERIES 3/16 2 J/,6 2 JWELD OIST OR UhSERLES USE /`.TREE ROOF FRAMNO PLAN _ 1/B 1 1n $A MIN 71P TSSA2.3/15 NTH ROM AMOK PLAN J BOND BENT M1TH (1) 05 CONT FULLY • 3/16-A1♦' PLATE GRWT TFm COURSES ABOVE AND ONE COURSE BELOW BOW BEAM 3 ES 3/8- CAP PLATE / ♦ mu 1/♦ REF CMU WALL EMBED SCHEDULE FOR SIZE O' COT STEEL MEMBERREF CONNECTION DIAGRAM AND 11 AGM BRACING FOR BOTroM CHORD OF �V.•�Q' f0 "PIE. FOR DECI( "S7 ORDER AS REOD BY SJSCHEDULE WED AS REED BY S, AFTER ATTACHMENT TYPE AND SIZE LOCATE AT 6. OC AT TWD REF C11U WALL IEII6 DIAGRAM FOR WALL REIXF YID SPACING TYP ROOF DEAD LOAD HAS BEEN NO. 3623 DEW FLUTES AT P�12 APPLIEDI PRATE BET CWU WALL IN �' 6/30/05 •`Pl RUCI OQ.�A. e EMBEDDED SCHEDULE TOR 512E AND SPACINGOv- 6 LOCATE Cl. OF EMBED PLATES AT 16- 1/,e TW 3FROM MASONRY CONTROL JOINTS (RAW3 6 2 � PROVIDE A Yd OEARAHCEO' i6 2 3 6 2 szeou 1•-0- FROM COLUMNS 3/16 2 Ra LL� FRAMING DETAILS xR REF FRAMING 0. FOR GOT REF FRAMING EL FOR CRT BOND BEAM NTH (1) /5 COAT B3/B-AYAO•-1- AT EACH BAR 3/6-A2-.U'-♦- AT EACH EMBED PLATE TTRLY ONE COIRY ABOVE I EMMBED PULE BOND E'2 L WIND COLUMN SIDE WALL WIND GIRT 3/♦' ,'-0- 1, 300 55-003 SXEEI: S5-002 S5 CONSTRUCTION SET 05-08-03