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HomeMy WebLinkAboutPLANS 2auhmmed by Power su hN term Inc. Catalog Amber: Type: Job Name: RTA20868D BMX L� 1 o Advantage Self Storage otes:a0 ihal Architect: Out of Terdtoryc Itect N2AH, 20'RTA DIRECT BURIED ALUM POLE Engineer. PJV Engineering, Inc. (octal) DWIM13M at 160eeg for(2) USArsh VLL PLED 'DEER18-1156so e Aluminum. rRTA No r )Buried Drep.N�shzh:Nrl6econsmn. edolssndasssrbdai. mbe o/8083 AhmnmmtAllnyw tie i8wa ell of ASTAIB'I Thestray,Bssemhj•sAa.76e hat-aysA Maf heeled roPruddecee M mnmec , r 5• Butt BlBmeter- 2.1t7°x5"lWndfwH xi!h carved Pole Cap-Auminum faDSlyleAlumirwrn Owl and mv(2)&5,Wf.Tamrg With Stainless Steel Screws Attaching S✓B.vs.AGranmigNa+.slan bIrso&Yes (fenOpting Designation) M- 6•BuffOiemerer•8uudarracl,.9'r5'aned Gut Sea o(mling Designatim) Armanwis Frame MY35B•T6) wXjAMtiman D" andtm (2) SS tkrHoed&re✓rs. AGreuMno Pm&lon B Top. 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HATCH PLAN ..r MA[RINEROOM ADJACENT® IRt FLOOR s••n Vr-x• nsrARm¢xwavx NEw I I r"mr I I xotar I L__J mxAwum. —rs}axARv®ew— S'', ,,.,. EEuva wel •I WGI SUWMLRENI WEURCONSTRUCDON Fmnk 0. Relf Amhltea P.C. ❑ RMENEo-w vccvnoxs RRTER ®RENFHEO. ExCERIIONB MOIEO [RMM.REfMB I]RE).M 7 .AAA, v¢we I—r—yI vne �� I�je1e I i i dip V- _. _� wvEe AomuArevmoxrwenmrr NALLW 1061NA1 R$MIQ xvMSMLAxcux.ElgRvaAre wmnvm RNtAv¢a ,LAMB DETAIL uuzr_x• . WT4lMIYLL.IO I®wB�nY®D1. iu19RON1YEgv1C�IN0AN111MM1 RePPotvMl®RLSM1. i6mEORM WwAO.1.RC E V A T O RIIRRY®.E AMRMMM NRnlerx 7342 I H�4 O ri RETURN �--g� DIAMOND PUTETYP. I DIAMON PLATE TYP. �u s I89.3750----� w"..nsm�orr.mnu ww+.an.sm }' WALL TRIM TYP. sMubin� tiNn —}' WALLTRIM TYP. �Gm .�R ARD CAR CDOORS STN.STLW FRONT S VENTSLOTS PUNCHED IN PANELTYP . SIDEWALL ME200 CAB DESIGN VENT SLOTS TYP. KE2 0' BACKWALL E200 CAB DESIGN o4R n u $ T1.5000 PIATFO ]1a00 7I4000C LEARIRTWIMD WOE 9.3150 CLEAR INSIDE uaers� n 'wnae..m�onarora. s.�me..wmnw. a 1 1w� ~ AS SHOWN RR A CAR A CAR LR OPPIMID II TTF. O O O ss 7.3>so :m O O O O III III O R= ..m M®WREY E L E V A T O R AN-0.TEC STNSTL.YO WITH RK ASFRONT LED DOWNLIGHT LAT-IN BLACK FRAME OF CEILING PANELS x.31x II I H9250DJ" W ea0 moo CAFACITY MR200 RR LAYOUT � 'AGE P.TOMGE POa'Gr'uwiE rLORIGO IGfNq lyile 7342 BRYNTESEN �ac�a rzonsrrorto [QosD ❑HeD.PF/5LIN0PLSDBMn a NLO Anodized finish tD mWoh new storefront on all shies, including Loot and ELatlng ' BRYNTI 14\ STRU F OAMa ®NN.Tu CM., PFEENFD PENEW ANpAKEVI/ UIMEMIpI6.ppAM PESCONSIOIp}YOi EE Pwlewwer: DAR: i awA wrsma - t_—__— WELSHCOsxorDMwCONSNSAm4EMEw fRUCNON INC I aremnpa+am unp I asm uarnmua wR®w m Imnm� r®v w ws ,u t_awr uoeru...enwa lOPy -------------------------I M,1/Mwwnlnwl al p) �, -+T] -33J RnLLF@Ai1MV-IwLa1011R.3 uaw-.YowsY.aMnYnyuae��w�uun � Yv.,�. vl,MOt®�f m m e,� aEYba/i136VC esaalmxDl2' _ r��ad� �' y �+'�r � �rzmn3Dm ,n. avr avr � Sam. woawmlriAr. +-••�°••••�n••w.®nmX. TORawIR �'W t3 otiElmun -3ar�- arc rroeown3evucr Roman .�nmrs�n<�d J GD.S@ils. RAd LOADING Xm awac+.. ^"�rzQmO°wYt 6lryplp p11w51+e � W 3RR oD�DmnP � Frank G. Rel/Amhltea P.C. t]XEVIEWED.NOFIICEV11OX81AtED OREVIFRED. U.M.NRXDiED eledMal en nearm D� RmM dM R1G{ ❑REWEAXOREa110R3 mana�av® RRp.IFL. +cn nv _ 1�0 Y�BO�O9.Y�m<AUUN�bu i�,X, .�i�yau.,� �Rv��m� aWN+um1wmyne�mn+ �wewm PIDIR/IO WnRwm'x+om+o� o unvree n_X e^ _ IILWVI�FN IIw ❑REIECIEo p, jp; ROM weF IIOJRIOR 6WRW MR Il0R5W11O1 m�RSmE s01@YOIOI ou. Mau nAmw•nve+�naw Rom+ _'� Nen..l@S ��e� YdM1M0 1 1!@M� pY.el�rzlle � � <~m` /A- y(04 ✓w.ww Rnx3 co sw3avam wx•RDx3r urz m+m �� � sn°neaviva...'m.mes.>a.mw�,ra.nrr,.,o <fWix<9i<Stl W�IMRAS areazvam3 Wl4 M. PFI'AIIDNi ,may Rs33.uDs MAOMER00M ADJACENT® Ist FLOOR Y.VL V!-1• O 'ELLVALDRTI.00RING DETAIL vmwv+n. A at w �n®rmuuYrn: Rmmuwl®+,cwnwwnwlmmeno I—�'v oaRx¢eem•RxNm—I r—sao¢ru+¢alx•3vrnm--y suv:z•.1' "°nrwnemm vmv -I- RnYaDme.�� 'D:Y •I• s¢mneP "p� eii'e�wm'".w:+wa""..°Eno.'m`.00°°vv"nw9w mw`�"'mo.Q°a�+"'vnranvuiomm urArz zm3c zm.az cXDm'mx.. "®® ss.n .....w.,�.,a �D.+CLIE SLmE SIIY DECAd =scut x'-I' .wnv...n.wna�.nm®,. H(u00AM 'IF3iV.3 eLLA1 ....- sLVP -3'. uwealn. ....- Is3xv.3 GEe1 xom ..vmuaasmrv¢rwawM WNIBIN6M'Ailffi R..M YOIMnNL..XPE CN6®ll.te Rin1a61OSNERYEpi MOWREY E L E V A T O. R MGM ELEVATOR W. ING 7342 A&B J elPtlrlYLl ¢IIBiI1Bel1P IIEA'ATOR S¢f�IUINMANO WTA fwi4N,emAitecNral �'" �'" CA°1 'r" (wcmnm vnuA.m mam n:w Erewinga caOforlf3hp wP i�womm ry � ,mRn .m m Rmo „a w E1� WA wA ww no u � m�.um ouRm rzrzmleanrnna,mmsrom�anwo4 ��n I------ - - -r''''jjjj ronmlw.mv. ,o• xme @@ w�`rrzarAlmnmsRa 9 ccwavmz elaMwl anBinaer to �(�7 I 61 °PTA I If I luxomumw 7pfi� wmrat�mara �c nvlaw ww""�ewm� l}L, f� �I s. I..,((••I s xw.� �ou.'n�vc aAusrw. w.Rwrnw xI Ixl I � J C .mmaz,mvamwuAaam'Anzwc vnarr¢R cemvnm II oxwoss onwvu L rm � vmravarAmvwm..zow.mv�wcmr a ~ icmm..wwm.wromzzvu.z�v�i FDMMCUI'OIIT ELEVAUON zz�mi.�na�im¢M•� za'" ..ml�,w.00.ew.r iU�a Ua'•t' oYuerxe wmawn~mewier F{— g L •~iO1BO�nrosn�oaL.•nx.vem m�~'�uiu 33 - r gill it u I I n IFrs—I F-1's-11 II II a 1A0® ° II I I II ° b b b II I I II 4 b e a ° �� tnca �Ai I I nnanlPvetT II - � 1 - wna 0�$9I1 a 1 � �vu • RwmmwsVum.nveac MOWREY HA_T[H F1EV 7i0_N •�-SLVL3�� E L E V A T 0 R non® NOWIIEY ELEVAMR CO. MM RT.21%31f (=:Imu) ]!f[NErAjL RT-21983M (T ..2 SCNh3/8'-1' ADVANTAGE S19PAf.Y O.EVAIDAS.I k2 V�WA EMRRIF]IM.3NRR -PL. R. - MROIA 329P2 �m¢.u.,m Wp91LID9SiRLLl10N 7342 1 � }2RR2AaR �Aerewnn .mla AM f—�9.375D� px S CO mOD FAO. STN.STL.if4 I�8S3750---� }'WALLTRIMTYP. N� mQx QsN GZ aU OJ o NLL DIAMOND PUNCHED NTS DWMON VENTSLOTSTYP. STN.STL.Ad FRONT RETURN PLATE TYP PUNCHED INT �� PANELTYP. CAR DOORS SIDEWAU- S"r BACKWALL MEMO CAB DESIGN ME200 CAB DESIGN saea r ndW��nrvrN cu�mr.wm�u� m M®WREY E L E V A T O R vmwma ARK AS FRONT OF CEILING AWAN]AGE STORAGE 'PT. LEO DOWNUGHT romsr. uca.TwRDL STN.STL.YJ'LAT-IN PANELS m WITH BLACK FRAME aGG CAPACM AD SHOWN AN A CAR MESDO AN LAYOUT A CAR LN YFPASM TTP. 7342 w Haim. vus�*�a� B,])SOTp. 1 0 0 0 ' WALLTRIM TYP. nyNwmm�aw..nn ,.a,w.ai.1 .vu.mmm.mw.miw. .m�maxwr�.a. ar=on�+.mero. mnw�n�pw x Q g ]1.9mW PlATF0 7150mO BACpNALL ]I.ODDOOMTOP NAD 9]>90 CLEPR IN510� TA)90 9.0m art 'a A 1 2J1 i— H82900-11---J9.090 SCANNED ADVANTAGE STORAGE BY BUILDING C St. Lucie County KITTERMAN ROAD & US1 PORT ST. LUCIE, FL. DESIGN CRITERIA 2017 FBC 6TH EDITION, ASCE 7-10 EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED: 160 MPH RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT: x 0.18 1)STOREFRONT: YKK - YHS 50FI IMPACT STOREFRONT (FL# 14218.31110) FRAMING: 2 k" X 5" 2) DOOR: YKK - MODEL 35H MEDIUM STILE IMPACT DOOR (FL# 16554.1) 3) AUTOMATIC DOOR: STANLEY - DURA-STORM 2000 IMPACT SLIDING AUTOMATIC DOOR (NOA# 18-0221.11) GLOl: 1 le" GRAY SB-70XL LOW-E INSULATE LAMINATE IMPACT GLASS AZURIA TEMPERED GLASS WITH SB-70XL LOW-E COATED ON SURFACE #2 /I1" AIR SPACE, }" CLEAR H.S. GLASS / 0.090" PVB I �' CLEAR H.S. GLASS. GL-02: }" GRAY SOLARBAN 70X LOW-E LAMINATED IMPACT GLASS }" GRAY H.S. GLASS WITH SB-70XL ON SURFACE 92 / 0.090" PVB INTERLAYER / }" CLEAR H.S. GLASS. GL-03: s" GRAY SOLARBAN 70X LOW-E LAMINATED IMPACT GLASS It"GRAY ANNEALED GLASS WITH SB-70XL ON SURFACE #2 / 0.090" PVB INTERLAYER / }" CLEAR TEMPERED GLASS. DOOR HARDWARE SCHEDULE DOOR HARDWARE: DOOR'S MK.: 1 • BUTT HINGES (BB1191). • FALCON 1490 PANIC HARDWARE. • SURFACE MOUNTED CLOSER. • STANDARD PULL HANDLE. •CYLINDER. • MILL FINISHED THRESHOLD. • 10" BOTTOM RAIL. • WEATHER STRTPPINr: DOOR HARDWARE: DOOR'S MK: 11 • FULL BREAK AWAY PANELS. • SU-100 MOTION SENSOR • STANGUARD INFRARED SAFETY SENSOR • DOORWAY HOLDING BEAMS • 6 POSITION ROTARY KEY SWITCH • DOUBLE BEVEL THRESHOLD • STANDARD LOCKING HARDWARE WITH SOLENOID FOR A CARD READER BY OTHERS) 11 DRAWING INDEX 11 SHEET 1: COVER SHEET, LOCATION PLAN, GENERAL NOTES SHEET 2: FLOOR PLAN SHEET 3: ELEVATIONS SHEET 4: DETAILS SHEET 5: DETAILS SHEET 6: DETAILS SHEET 7: DETAILS FINISH SCHEDULE FINISH: COBALT BLUE PAINTED ABBREVIATIONS M.O. MASONRY OPENING R.O. ROUGH OPENING F.S. FRAME SIZE D.L.O. DAYLIGHT OPENING A.F.F. ABOVE FINISHED FLOOR STL STEEL ALUM ALUMINUM HORIZ. HORIZONTAL VERT VERTICAL ELEV. ELEVATION N.T.S. NOT TO SCALE NIA NOT APPLICABLE P.S.F. POUNDS PER SQUARE FOOT REQ'D. REQUIRED TYP. TYPICAL BOTT. BOTTOM V.I.F. VERIFY IN FIELD SYMBOLS O --- ELEVATION MARK O--- DETAIL ➢ ARK --- SLABSTEEL LEVEL Q --- REVISION NUMBER -- REVISION CLOUD FRANK G. RELF ARCHITECT 35 PINELAWN ROAD, SUITE 207W MELVILLE, NY. 11747 P:(631).271-4432 F:.(631)-271-4p32 GENERAL CONTRACTORS WELSH CONSTRUCTION 3845 W. EAU GALLIE BLVD.. SUITE 101 MELBOURNE, FL. 32934 GENERAL NOTES 1. ALI, SEALANTS AND/OR CAULKING ARE TO BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS THE COMPATIBILITY OF SEALANTS AND OTHER MATERIALS SHALL BE CHECKED WITH THE SEALANT MANUFACTURER. 2.THE GLAZING CONTRACTOR IS NOT RESPONSIBLE FOR PROTECTION OF THE MATERIALS, NOR DAMAGES CAUSED BY OTHER TRADES. 3. GLASS SHOWN ON DETAILS ARE FOR REFERENCE ONLY. REFER TO ELEVATIONS AND GLASS SCHEDULE FOR TYPE, SIZE AND LOCATION. 43EALANTS AND/OR CAULKING SHALL BE APPLIED WHERE SHOWN PER APPROVED SHOP DRAWINGS. S. ALL STEEL ANCHORS ANGLES, CHANNELS, PLATES THAT ARE TO BE FURNISHED SHALL HAVE TWO COATS OF WATERBONE PRIMER. 6. ALL DIMENSIONS TO BE FIELD VERIFIED 7. ALL DIMENSIONS SHALL BE CONSIDERED NOMINAL UNLESS NOTED OTHERWISE. 8. ALL DETAILS AND FINISHES ARE TO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. ARCHITECTS APPROVED STAMP Frank G. Reif Architect P.C. REVIEWED - NO EXCEPTIONS NOTED REWEWED - EXCEPTIONS NOTED ❑ REWSE AND RESUBMIT ❑ REJECTED aenbweyru' mn=oa..q,o•nmeJ moamrnmme egae•a r•1K..emww.mrmm�mmsry p:mewaa�wm.a.m, emvm•afm.J im'memo Imnm,.a•v.eee.mo•to�peJm+ .ia.000. •. a$,a•d u W ml se mr. m eAn wm>u. BY mmawwe DAW ag"201e GC APPROVED STAMP SHOPDRAW ING=SUBMIITALSPECS WELSH CONSTRUCTION U.C. DATE 9-6-2018 lob Name Iottennon REMar ,it Storefront ®Door SubmhealWORG-001 Remewed—,Appreved_ Comments Shop drawings arc not rontramdpaments. Rev...11 Wnshap drawing does not relieve Ne Arrhitere, Engineer, supplier at Submntramorof Meircontractual or design respmnihillBes orfor airy emer, omisalon or deviattan from contract, purebtse order or subcontract requirements. Welsh Con tructlon LLC has not reJewed and Is not In anyway responsible for design elements, load, or Cimemion ralwlauons or similar matters. ReYlew is for general mnformanre with the design concept only. REVIEWED BY STEVEN G. ANDERSON LOCATION S 1 0 l � J ^•xmerinan Ra gust I\ - I— 'ATnpyr`�O AM1tOmanWmM1i An.a O ' yoi 'I I�-- ��II w emgso�lnj On ��---fin Jaj3 E sywxmlw anmwre SO VP y4nemJ Pnan,e5e 1 U z D, W CO �:) u, IOTI z� PAad mo W z 4 x a M, 6 0 o Gl ,�wmm an an to N � z0z m xvp� Uda¢ a6xwFw W a gaga W E. 0 E. o G''-• wz Lai Q P. GT7 ED � O �FQ�yi w iprW..I 0 O a a SNEEr No. 01 or 07 It N H ts7 C] O z d r 0 0 Pd are PROJECT: W A W 0 0 z ADVANTAGE SELFSTORAGE I, ■//� /� e BUILDING C GIASS & GLAZING, R4C. E S .D 100 OMPANO BEACH, ARK CENTRAL 1L33 4TH J E TEL: (954).784.6601S S ` �E, P.E o KPPCERMAN ROAD & US 1 -Ed PORT ST. LUCIE, FL ruurxsswe,v. enmveen arum FAX:(954).784-6671 srrcre or euixm.� JAMES BUSHOUSE, INC CONSULTING ENGINEERS C.A.#27565 3300 NE loth TERRACE # 24 POMPANO BEACH, FL 33064 (954) 956-2203 < I' < r •• 0 + pQ n-- pp�0L�j gym... mmZ pp�y oR�2S= n i s mA'Tz so m Bm ; _g� A > m w Ei m O ZOZ N o w 8 w m F m s= m A m QQ q utE Norzs/n OW I PROJECT: ADVANTAGE SELF STORAGE Po J BUILDING C T m i'n o KPPPERMAN ROAD & US 1 PORT ST. LUCIE, FL ' • GLASS & GLAZING, INC. 100 PARK CENTRAL BLVD. SOUTH -� AM SB SH S POMPANO BEACH, FL 33069 TEL:(954)-7S4 6601 JPROFHSSIONAL Nnmxzsn FAX:(954).754-6671 srAeN ox tvoNum JAMES BUSHOUSE, INC CONSULTING ENGINEERS C.A.#27565 3300 NE loth TERRACE # 24 POMPANO BEACH, FL 33064 (954) 956-2203 f j N mn ADVANTAGESELFSTORAGE BUILDING C ,KITTERMAN ROAD & US 1 PORT ST. LUCIE, FL v GLASS & GLAZING, INC. loo PARK CENTRAL BLVD. SOUTH POMPANO BEACH, FL 33064 TEL: (954).784.6601 FAX:(954).784.6671 JAMES BUSHOUSE, INC CONSULTING ENGINEERS C.A.#27565 7 I/ 0ll 3300 NE 10th TERRACE # 24 DAMES RUSH SE, P.E POMPANO BEACH, FL 33064 PROFESSION" RNCINEER a 13311 (954) 956-2203 SPAT60YYILRIM 0 o I N f1N NIA O O x � O� O �@N � Nm J 2p� op m a O S vO 5 O r 5, O 0 O C 47 N O O z9 z z cl 0 O g o � b w A 05 F p �_ soro m�N A NI p N O 0 b N0M/RWVM PROJECT: L JAMES BUSHOUSE, INC ADVANTAGE SELF STORAGE /LLERE ED CONSULTING ENGINEERS /JESS B C.A. #27565 BUILDING CGLASS & GLNG, INC.100 o KITTERMAN ROAD & US I PARK CENTRAL BLVD. SOUTH! f 3300 NE loth TERRACE # 24 S B SHO S , RE c PORT ST. LUCIE, FL POMPANO BEACH, FL 33064 POMPANO BEACH, FL 33064 TEL: (954)�784�6601 xxoeressmxu.xxciNltxx a 20au (954) 956-2203 m FAX:(954).784-6671 store or xu�xwa Y 4r N O ale J y O J A b VI 0 J y 9 O Z yyC2 m(0m N� m ON+2. 2 moire 0� CO 0 m� Fn) G Azxm 8 .9 m N y y Z NNZ US O +1 P D w Xq oA X. aO oFH.p . z m n onog gRg c�goR PROJECT: ADVANTAGE SELF STORAGE BUILDING C KITTERMAN ROAD & US 1 PORT ST. LUCIE, FL • GIASS & GIAZING, INC 100 PARK CENTRAL BLVD. SOUTH POMPANO BEACH, FL 33064 TEL: (954)-784.6601 FAX: (954)-784.6671 JAMES BUSHOUSE, INC CONSULTING ENGINEERS C.A.#27565 �/! P.E 1 B 3300 NE lOTERRACE # 24 S B HO SE, POMPANO BEACH, FL 33064 R IDN. EIMNMN=311 (954)956-2203 MTROYFlDRIUA ODs "On" GRSPAQED 20 MAK Note: DN.D. Trvss dmenson ere conbrfine. �F ... . ava• bT FAelp m ID `. ` I e nas wm x toms (-z .. +LP AxO Om ro .m 3 tramsmm - ' IIunie WY BE RA®'m Tm OR agTtm s olum eNawa m xoT mum m DIFCNG m use rt ro MPFaRr TaIRSMr AT un me BOTTOM BRACING DETAIL- -m—- T07TA m 12US5 DImTLDCNG Fan REMnpap DG SPA[DiG Arm osm; CP%G A f3SB3 fm ADDITIbIN xFMaATIM xnxmtlFae wANMQ DaIAlmuomRmfc Trvv {uTem LLSErtIamRPoAtYmlaHf ATMYT uTmFm,Rw��'',yy 3wnJMzb.1� esTCYPaw w uchxOdeparNpeA 3'K3'-33 `O0 Duc TR ' TYPICAL HIP RIDGE PLATE DETAIL eNmn DO icon mew m Nm ao9ss m us rt ro ATAAN wlsamr AT IM 1YE mroRa ro FAm TRE M x nxRle TWm enera mxT . a rz AT IM MINT. FA 2 rd nxffi x AT Tm Arm x wro s0[ AT 3/a' mum FAm OLD. HEEL CLOSURE 1.5'N3'-33 BRYNTESEN I\ STRUCTURAL ENGINEERS ❑AtQPTFD OA®TFDAe N01m ONOTAFIIRW.REV MDIIERIBMR ❑MONFD REVIEW ANDAUMPTAN0:6 FOR DMGN INTENT ONLY MOB NOT FOR BMENSTOTB, Dl1AATTREs, OR wD cmnartlOra, wlTrol ARE TTTL sOIE 0.FSVrEIN111YOp1NllK1NIPAR00. NOOWIGB ORDEVIAIbNS f NOM RFE FDNFRAR DD W MBOS ARF ACIIDIEO UNIBS FAd B U W REY IOENNFRO M SIIOI AND FAOI B 5➢E[InfAGY AC[fDIDT OR IcLnK TED. MYAOOP71D MANGE Od DEVIATION IS WWa TOA R®OCRON OFTNECONfRIIm WMPSUM IdW[AVFD 4Y: DAIS ma VAG/wig I y yy T�n CI®CONNECTION ILLLaHIII�®-YY� T1 ppHp N t pp lo�l�l��7il�l I!1 F =STEEL EMBED PLATES BY OTHERS T� FOR CIS W WEBS MIN 45KSI T WEBS MIN 4OKSI 'C' WEBS MIN 33KSI STANDARD SSMA SECTIONS 43MIL AND THINNER MIN 33KSI SEMIL AND THICKER MIN SOKSI BEM PLATES 43MILANDTHINNERMIN 33KSI 54MIL TO IISMIL 50KSI UFTENERS SHALL BE ASTM C1513 COMPLIANT IMPORTANT NOTE: BOTTOM CHORD BRACING- DRAWIN S FOIN HE BOTTOM ER06 W GN DMWREMEFOR THEACHTRUEIS, GROUPS G OF TRUSS EMPNTS OF EACH DIFFERENT BOTTOM OF TRUSS MAY REQUIRE DJACENT T BOTTOM CNORDBRACINOIHAN ADJACENT TRUSSES. ALL TRUSS TO EMBED PLATE ANDTRUSSTOBEAM WRH CONVECTION IA] ARCH TO VERIFY PLEASE NOTE - NOTE III. (MB) 1) VERIFYTRUSS PROFILE tN=DING 6• HEEL HEIGNTAND 6B'419' OVERALL HMGMARE ACCEPTABLE INITW:: 2) VERIFYWIND SPEED AT I7OMPR WIND SPEED SPECIFIED ON PAGE SDOI.O AND SOW ARE NOT CONSISTENT. OFRWL• 160 MPH IN ) 3)VERIFY GRAVITY LOADS NOTEDABOVE DEAD LOADS WERE NOT NCLUDED IN DESIGN CRRERVION PAGE S001:0. •Q1LfMB) 4) DESIGNED WRH PRDPRIEFARYTRUSSTEELPRODUCTS WHICH CONSISTOF FAN SOf51 CHORDS AND MIN:40KSI FOR 5) PER PLANS, TRUSSES AT CONCRETE WA115 BEAR ON STEEL EMBED RATES DESIGNED AND SUPPLIED BY OTHERS. PROVIDE CLIPS TO ATTACH TO TRUSSES AND WELD TO PLATES. MISSING OR MISPLACED PLATES ARETHE RESPONSIBILITY OF THE CONTRACTOR 6) TRUSS SUPPLIER AND THEOi ENGINEER RESPONSIBLE FOR INDIVIDUAL TRUSS DESIGNS, PERMANENT WEB MEMBER& BOTTOM CHORD RESTHAINTALEINFORCEMENT DESIGNS, TRUSS TO TRUSS A TRUSS TO STRUCTURE MNNEC71ON DESIGNS. ALL OTHER SUPPORTING STRUCTURE DESIGN, ROOF A CEILING DIAPHRAGM DESIGN AND/OR OTHER PERMANENT AND TEMPORARY BRACING IS TO BE DESIGNED 5 PROVIDED BY OTHERS. CFSB1 SUMMARY SHEET -'GUIDE FOR HANDLING. WSTALIANG, RESTRAINING AND BRACING OF TRUSSES'VNL BE PROVIDED AS A GUIDE11NE FOR TEMPORARY BRACING. ' CONNECTION IAI: I •-� STEEL EMBED 4 PLATE DESIGNED AND SUPPLIED BY OTHERS. 1'-r TRUSS TO STRUCTURE CONNECTIONS [A] 2-TSIWTC5WELDCLIP 162SUMAX I DETAILTS027A Note: As per" mqu'vemenm Of A151202-Coda NSiandard Pree for Cold Fpmvd Steel penning, the Wgdbtg doslgner slag specify theNG andmrsoe a"press b smNerre commctoA or confirm One enrllor(s) spneided In Oa Stenda d Detells PrwWW w'Ntllhe truss design drawings. NOW: CopedOes dspardard On steel M1C.ness and strengbl. Refer to dotsgsrorwlan afmnnedormpaciies. TRUSS TO TRUSS CONNECTIONS (1) TSIH24 IDETAILTS1= Wd¢CrbI EFM (2 TTC7CUP5 DETAIL T5025 DETAILS INCLUDED WITH TRUSS DESIGN DRAWINGS. The tlelage tlbdIN1 structure,Mecteris compdadrrepmsaNadan8oMf tls< Motmatbn N indicoletl on eadT b the bast of tlds enBiroeh to Net.: Cnp OrlglOs end premenufeGbaetl ovtrlemas reel Me. predlMmg or enlarging holes for fasteners by Ore Ass Instdor el um, tiel; bslallatiMt Pmpor hole stra Is fastener cu meter plus 11IV. Hole bce3ons mustcon(Olm b minimum edge antl eMdislarRes ertl fastener spednp. ' CRITERIALIVELOAD 1 PEADLOAD ORDLINELAW 0 Mm vA0 IDED 10 �aK¢s 1 nn EDD Iro aT o l 1.0 s eWIDle x{ aC ALL QOD FORWED mDl b°51 flmmCle RME 1 FDR Mal Ppai mmurwnm CODE NL TRIRSD e/ s1OPN9 epIICN ONmS flOFDr ro Od4af®m fB�MIY Tars IIDIBFIi uiNNue Txrmi Fir tm aNMamx>deN Ire, a�amr �a�eu. YOU N6r RDB TD FINAL B@3D6W Fm 1.111aF11 v 49mB Iglm.� aa*aaaa*CAUTIONaaasetaa 00 NOT ATTEMPT TO MECT TRUSSES MTHOUT REFERRING TO ME ENGINEERING DRAWNDS m m rDmsrm TO RFB TO ra Bm®ING mAwM3 FOR Mn6IIR R 10eID15 BELONG MKAIML MmRTAnm Arm ® wumm REFER TO mG INSTALLATION GI 0 CF5B1 AND CFS92 FOR HANDLING INSTAWNG AND RESIRDNINO IVEIHWS FOR COD -FORMED 51FELL TRUSSER "'Fe'""NOTE!are'"" REFER TO MCNITECIUML/SiRUCNRAL DRAVINGS AND SPECnCAIGN5 FOR ROOF MTEM BRACING AND CONNECTION OF TRUSS UPLIFT ANCHOR NARDWARE TO BUILDING MUCTURE E%CFPT AS TA pI�,INOICATO) ON THIS DRAWING DNON Is ter, W-w�p�.'Arm�01"I NE wJF °1�� a NY Nryl Oa.�Vlmo Is , w m _ Pew= a _ Nuw4 wnheatvowl n px'M sees, es, a r�MknP' m-d eb"= Inh Ii/1m0 AWNS FLU D ON F RHAVI I) TO Sf6lA COD'. IEATM IwFBd� HwM NS M°TRJL R ANT Hmons LEWATE - Fepd smmA DOrR. BEARING WALL & BEAM HEIGHTS zS-11' Div. 777277ZZ Dn MAY. ON. I.I�FFSt'fl'.�PP.T DEl'. REY. uPeOWD B1 DAM _MOVESIm W11FA1'ATE_ .WDIE CmTAm Kum. NosIs - SC TA CORP. WOOD. IFT= OR TD11101 SOW & FlDOR 7805930 3070 WMIRRQFLCPIIER DOVE 853) p3B5-RW2a 0 Nwevin llt/_IS aA Fse ' . Adwnlgqe Sell Storage-Odq -T -I eM Rllloman I Or I FV S Wd Welsh Companies d F 85317 OX SPA® YAX Note: U.N.O. Truss dmension are canmdun. r� 3Dd F� nn4�r cuom 2 7 I 4� ND mm m �RIa ��� .IN 3 PemS MA2s ruYrz nA®w RP mi DJT10111F O1mQ. .—Mat W .DTI nA1D a rt TARIO pi ust TOA swmT TpuuDr AT ANr nNl BOTTOM BRACING DETAIL 5 m O.C. ro XG AND O' f0y 1 CFSB3 0.G 9AR AID 6�1; A A C56) ron AOmTKFNLL nrmuAnw xnxw•araa wu°aN:m xarmAx°aaru)rrf Tw• PUTaeNrlSE MrV aTY01DG41r ATAM/TYE NnmVpAmm! , xmnmAD.x• ••adiAtveemv wf vLL TW dvF.M• a °fie rtwePa Yem^N�4n �A NM•sVM1VIvWVMI• •ymthmwsedaar.�o 3•%3•-33 um. TYPICAL HIP RIDGE PLATE DETAIL aNL06 W Nnr wmo wI Qa WITS N m svPmT v0w®r AT NR TOE mextcT mua TmAS wm x nxsos TRgI DUN UD v ra awt MR AT u .Dart rAslml VIN /Ixm= x AT T AN° x MD DUE AT 3/r FR011 ucm mR HEEL CLOSURE 1.5'N3'-33 00 BRYNTESEN t]\ STRUCTURAL ENGINEERS 0AcaFTD EIAOI DASNMID ❑ NOT ACffif LD, RLV 6Fmoiulsajama ❑RLmI'm Rfl'ILW armA®raxQ ¢raa DLurzi Lvrwt orrtYArm B Hm roR D¢if WINS, QUANTMES, OR FIND CORDI1 M, WRI MRE THESOM RFJ[Clm, aR1; AC®IFO OINKEOR OE W IKON ¢ SU9¢CF TO A RmuLnmN OF TTD mrmwcr buMP sbNt � 111%OEM ji i 1. �yy, �li.ATA�us�i�rsss�Iur�irs�luA��al��. irATA�nAAt•IOt•ISOOOOOIIt♦IrAAtaAAt•IAst•� oil CONNECTION IAI: STEELEMBED PLATE DESIGNED AND SUPPLIED BY OTHERS. IF = STEEL EMBED PLATES BY OTHERS See TO BE W-2 IM ON PAG I 7 Im 7 1' 11 2 BY TO ASTM )THICKERMINSON51 TES ) THINNER MN WK51 I ISMIL SOKSI SHALL BEASTM C1513 COMPLIANT IMPORTANT NOTE. BOTTOM CHORD SPACING- e REFER TO THE INDIVIDUAL TRUSS DESIGN DRAWINGS FOR THE BOTTOM BRACING REQUIREMENTS OF EACH TRUSS, GROUPS OF TRUSS MAY REQUIRE DIFFERENT BOTTOM CHORD BRACING THAN ADJACENT TRUSSES. ALL TRUSS TO EMBED PLATE AND TRUSS TO BEAM VIRTH CONNECTION JAI 1 MSPONSIBLE FOR NDMDUAL TRUSS DESIGNS, PERMANENT WEB MEMBER& BOTTOM MS. TRUSS TO TRUSS & TRUSS TO STRUCTURE CONNECTION DESIGNS ALL OTHER CEILING DIAPHRAGM DESIGN ANDIDR OTHER PERMANENT AND TEMPORARY BRACING IS CFSSI SUMMARY SHEET -'GUIDE FOR HANDLING, NSTALLFRG. RESTRAINING AND BRACING IEUNE FOR TEMPORARY BRACING - -- TRUSS TO STRUCTURE CONNECTIONS NO 2-TSINTC5WELDCLIP 62SOOMAX - DETAILTSOnA Note: AS For the re ..rns or m51202-Code of Standard Procgoe for CON Fomnd Steel Fmming, the buXmg desimer shag spwlfy the entlwrsge of DIe bass m stmWae mrmedar. or ccM me andla(°) speomed In Dre SimldmC DemOS provided xiN Dm truss tlesl ridrowlnIF, Nme: CopeWes tlependardon aural tlddewsa end abengU. Refer m dataga for m0 eolmlwedor Was. TRUSS TO TRUSS CONNECTIONS (1) TSJH24 DETNL TS022 CvnECF10NAT R 7ITC7CLIP5 IDEIAILTSU25 DETAILS INCLUDED WITH TRUSS DESIGN DRAWINGS. The de�dbd loramroeld end r bvpdardtrusst0truss and bussm ahudureo*we taabove,per Rule61G7530.00nammpmtee mmpged IaPleaerdaban oeoh buss designtails gbTheatonedDie ormegm M mdRted gb eedl detell. TNe dotega ere believed c be ft m ne best oltldaengineeYe Wmvledge,ruxme) gu eoala. ofmo trdormetion proWded by omeie oannotbe gueronmed. Note: CUp angles OrM pm-rr deomrod 4YInOdme may repay, DFoddim, or enlarg:rl9 Was forfaMeners by me buss hvan.r at me Dme of bamgelmn. Proper hole sUe is fastener cRamemr plus 1116'. Hole loratiorm must rDrNmm W minimmn edge end end clm s and fastener Waring. K l� WOm WE IMD m 1m wmN ODD IbD 10 m Ot D uT Lao 0 WrOL D DIAa uYD 10 1oEU FDAD w AUDRAeIE mRM4 DIDIIAS 1m om bmw Mn A 7-10 MT r .14 aD9D me m WhRNG xP roc N COLD FOMD n (os1 rAM1C15 MW A FOM GAa1 FavuOF a'pTfl cmF Moms A worn ammsxarm m1. mamsmmu aETa: w war Imm ro FmAL DNiRWIo TW rsamw � DedRA IO1®s ••aM•a••CAUTIO N!aaa..a. DO NOT ATTEMPT TO ERECT TRUSSES WTNOUT REFERRING TO THE ENONEDCNG DRAWINGS m we+ s m N� OF mama ED ONwo�Onwu vt oR DON Ao Mo m RE M WQh MWALLATON GLOOM CFSB1 AND OFS132 FOR HANDUN% INSTAWNO AND RESTRMNINO MEMWS FOR COLD -FORMED STEEL TRUSSES saasar*NOTE*aiars** RNFRPTEOQACOENCNRAL DRAWINGS l0N5fIX/OROF SYSTEM MONO AND CmmECRON OF TRUSS UPUFT ANCHOR HARDWARE N S.PDO1G STRUCNRE EXCEPT AS NDICAim-ON MS DRAWING RVvw. m a vw�yFN��HPPPnwovvnouu1�yyN —���Igam,tt� r. mu rv°�D�m~OO°unCpvpei •feu o6 fiKNc�m lapa°�s°00fsirPue� aKv n•m wM1�ei.5.—°¢iar�iwwn�xp1 Ic1 pq r•F A Iva Fymd y N aAaN raTwrs eF,an a nua morvD ro vIDSTA T Im m1AUmTIrts s�o.r NE aercu. ppN rm.STA m18. BEARING WALL & BEAM HEIGHTS m�' 1T-11• DEV. A!!!ll.A.L OEV. DEv. E1Ev. ax'AaaaaATTEN TION a•ataea AwRovN of Txrs Toss uTurt a xL�aRY MM rATFGTIQI eMl A VOdFY WRIBQa. RIOIROef1111M'R M'Anp4 mYle r&wwv mAldnms smsrA mswamx a I+E�a� rm ACTAaAOY d ADOXmAxa mN n/:a MN ODVawT4xl NIGV.pm BY a TMm. vim �1tro°'r�Amm� or ODmOrAna Nm n o MIOamD TO .cE T nw cvel at M0 m YEWFY cPDOWAxm: TO flm WM K Arm/W oMml WNmS nea49 " m: Mmt w IID(mNIQ wTx ra AiP1f01ID ul➢N. AFiaortDen DAM'_12grt5rmm Ywre_ Jousn CWTAor xAl2 moon A OSTA CORP WOOD, Br DB m[BER ROOF 1. FMDDB TRO552B IR1RL By.