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VARIANCE PLAN FOR JOB#97-0350
[a] o- o- C a- b b b b 4.2 b cb ROOF FRAMING PLAN ---.- Z SECTION LAP TABLE SYMBOL LAP SYMBOL LAP I LAP 3'-24F LAP © 1'-7 LAP 3"-0 LAP © 2'-1 LAP © 4"-1 LAP OD 2-7 LAP 2.1 LAP GENERAL NOTES I) ROOF PANEL 26 GA. DURA-RIB -- ALUM -ZINC 2) WALL PANEL 26 GA DURA-RIB — SHELL WHITE V SOFFIT PANEL 26 GA. DURA-RIB -- SHELL WHITE CEWSiINCT GAeLe OVERHANfrJ ,I) EAVE GUTTER 26 GA. -- SHELL. WHITE 5) DOWNSPOUT 26 GA. -- SHELL WHITE 5) ALL FLASH 26 GA. SHELL WHITE ENGINEERING DESIGN CRITERIA BUILDING CODE MASSACHUSETTS STATE BUILDING CODE BUILDING END USE LUMBER YARD WAREHOUSING-... URT GROUP CLASSIFICATION USE GROUP B BUSINESS - 'MPACT LOADS NONE DEAD LOAD 4.27 PSF STAR MATERIAL (BUILDING AlZ 4.41 PSF STAR MATERIAL [BUILDING BJ J.48. PSF STAR MATERIAL (BUILDING C]]]/ ROOF COLLATERAL LOAD 2.0 PSF (CEILING). [BUILDINGS A, B, & C] 3.0 PSF (SPRINKLER) (BUILDINGS A, B, & C] FIXED SERVIZE EQUIPMENT NONE FRAY LOAD ZONE 2 SMJW LOAD OFF) 30-0 PSF SLOPE FACTOR (CS) .' 1.0 SLOB ED ROOF SNOV/ LOAD (PS) 30.0 PSF Mi O LOAD ZONE 3 WIND LOAD 90 MPH WIND EXPOSURE C BUILDING WIND ALL BUILDINGS DESIGNED AS ENCLOSED SFISMIC LOAD 113 FCSW SOIL SITE S3 1.50 LOAD COMBINATIONS OL + LL + SO OL + LL + SN + 0.5WL IS, + LL + 0.5SN + WE OL + LL + OR + ES HIGH STRENGTH BDTIGHTENING IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" THE TURN OF THE NOT METHOD OF TIGHTENING IS RECOMMENDED. _• " of LFnderEe ifm _ construction Thle plan Se hereby entlsxeetl for c ned ThinleN Is hereby Fire Protect to evhmcertif of tletal3etl Fire Protection inn r is pliant¢ able Laws & annotations 6 with applicable Lars to start c to start 930CHR) to the District LM@i stem.rior of construction of sty such eher District repxe ente[ive must correct the st ect Chief pits¢ to atext of Fire Protection Nark. Chi Chief JaN.rincN rt o- 6laixic[ 3 DateJ 26� D and or OppAplllA oa�! gL1Lfr19B frl4dPlplA4 " MR plan. Ou ken revterN ad aooeplN as asclof espy of ank WopmN to her yvfinetl in aoaplater VIOL TS M M wituar Tee saner, applirmtlageot aotl/m arguoEvandear Or reepemmle Is inuring final amplfmce flat tM also?herURW affe RAMUalaoNnp my anew or ®cefma an Neheard plan. In, "R pa in naps laws cononsior or mglorer wi to repvtpa to tLie sure inshaNln MY asaw to Nv. Man or ®Etitia W iNa office tp.e 4irflf aaoher C' K"�b°� Lc_ v�:3 v�9iaAsi� 'r' 780 CNIR SECY. 127 0 TOWA Of DARTMOUTH RErORD PLAN I r A Copy Of This Endorsed �• •'"••.• sr Plan Must Be Kepi On Site c<xs •.ate Daring Construction 4 VrlTIAom 9 Date W 9 � a; : ry..2ann. AV . He Pp O'evO IDe. �9, FILE COPY`°" Fr. .v......... .j ` DRAWN CA LE STAR BUILDING SYSTEMS PO B"ok,]OXww10 143 . eoe:n.�aao camvam cKLAHOMA ' fJ8 NO 97-0350 CHECKED OA //[ (0Y5) 636-2010 ]:%MBER DETAILED DAME BUILDER. CUSTOMER CA ,yr DIP ARMBURG INC JOSEPH DEGADO SOMERSET, MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS M B M A cIRECHED (RAWNG NO E/ NOT TO SCALE VR2®2`1 3 Y 4 i a <, :Nola a IOB No OA,:I[ TAR BUILDING SYSTEMS on qn° 97-0550 .0 OAt AROMA � .e„aCo CQmpw, (NO6]2LT0 MEMBER -0 OApTE BUILDER: CUSTOMER: W W ARMBURG INC ✓OSEPH DEGA00 M R M A '0 DA TE SOMERSET MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS p,AWING NO NOT To SALE E2 b b CC4A CH NN) LL200 GC2 65'-6 LIN FT. OPEN LET MASONRY WALL AND PL PAVE LINE (NOT BY J4"-6 LIN ET OPEN 'O ROOF LNE OF BLDG B' FeR FREVHLL(N $:) b b b CIE CIE CIC ELEVATION "2" BUILDING "A" N N N LAVE BOX FLASH AT CANOPY ELEVATION "2" BUILDING "A" 1 - -- --t- ---'- I II I 'S5FW -IN FT. OPEN Fag I wl FIR£WALL qT 9x15T- 3L!p¢,(N, B.S,) I NI CONNECTS THE IDOS, N THE LOW THE SIDEWALL SAVE STRUTS, I TOGETHER I 1 CL268- AT ALL SAVE STRUT TO I COLUMN CONNECTIONS, EXCEPT AT 1 NE CORN R COLUMN CL269- AJT PAVE STRUT TO SLNER COLUMN CONNECTIONS. LINF "I9 CL273- AT SAVE STRUTS TCj TOP OF COLUMN CONNECTIONS (®LINE"3, 9iRa'•(o°ONLY.% b CIA FM E I I I I I. I I I I Nc3I6 -7 NOTE BUILDER IS PROVIDED WITH ENO CLOSURES AT £AYE BOX TRIM TO ALLOW BUILDER TO USE ANGLE FLASH AT PEAK AREA. BUILDER ALSO IS PROVIDED WITH"J" FLASH SO BUILDER CAN FIELD CUT FLASH AND MAKE WATER TIGHT (NOT BY STAR) Z SECTION LAP TABLE SYMBOL LAP SYMBOL LAP �q I'' -I LAP 3'-241 LAP B� 1 ' 7 LAP F� J'-7 LAP © 2'-1 LAP © 4'-1 LAP OO 2'-7 LAP 2i LAP J O N N o o N o a 3J( LAYOUT FOR EXISTING IT'ss TAR BUILDING SYSTEMS s""c.�" camvaro '° HOMA 0 w ° oui.xo.+. mtt rvar (195) fi364010 s7-Osso ro DATE MFJdBER I0A0 BUILDER' WW ARMBURG, INC SOMERSET,, MASSACHUSETTS CUSTOMER: JOSEPH NORTH DEGADO DARTMOUTH, MASSACHUSETLS M B M A 1' �Oa IE NOT Tq SCALE ORAINNG No E4 C1255- CONNECTS THE TOP: THE LOW SIDEWALL EAUE STI TOGETHER CL268- AT ALL CAVE STRUT ATHE G CORNERS COLUMCE COLUMNS, CL273- AT ALL SAVE STRUT TOP OF COLUMN [ONNECTIOn E14 F14 F13P FIR rr zo '� Z9 Z57 Z57 A m rL cIYOOR N— 2LC P5 (TYP UN) - N ZICL ZS ZS Z16R Z16L ZS Z5 y1%0 Z16R ro OH3 2 /`9p Zt6L _-_--_-- ZS_________________ Z5 Z16R w CL200 N I Z16G (YP1 ZS __________________________ ZS %: ZIbR N �I p OF 'UTS CL100A� ON9 O O O Y w Z16L aYP) __ Z$ Z16R a�� 0 � �CL200.' D T I N'y GCI q� LL200 GC2 GC2 CL2m V GC4 O 60 LIN FT CRUCIFIX? 4'-0 HIGH —CL458 CL 5$ 5 TO MASONRY WALL AND PLYKAII i0 pq 53976 S EAVE LINE NOT BY STAR ( T,F IFFQ'D) L� d /) CL214 cTYT) I 18'-0 19'-O 20'-0 20'-0 19'-O 541E "A" b b b b CIM CIE CIK ELEVATION "4" BUILDING "B" (27) NGIJ6 (4) NE3✓6 ELEVATION "4" BUILDING "B" Z_SEC TION LAP TABLE SYMBOL LAP SYMBOL LAP I'-1 LAP OB1'-Z LAP ©2'-1 LAP m �D2-7 LAP CL2N6L �TOEP-uP u �c CL 215L (iYP UN) CONNECTS EACH SIDEWALL `V GIRT TO GIRT TO THE COLUMN WEB. CL207- FASTENS BETWEEN THE NETS ON EACH SIDE OF THE SIDEWALL COLUMNS, AT ALL GIRT ELEVATIONS. PC29- FASTENS BETWEEN THE GIFTS ON EACH SIDE OF THE SIDEWALL COLUMNS, AFALL GIRT ELEVATIONS. CL255- CONNECTS THE TOPS OF THE LOW SIDEWALL EAVE STRUTS TOGETHER. '-0 CL268- AT ALL EAVE STRUT TO CL273- AT ALL RAVE STRUTS TO A TOP OF COLUMN CONNECTIONS. CC3K S U 7 L As>v1 i h 0 0 o CL: I 0 h 4.2 b d) 014P CZWIP - CI4P ELEVATION "i" BUILDING C" (1I 2) NGJ6 ("AI/E9z 2) NJ6 I I�O e O e b Ie eI N SIN N N N N N N N I PNS25J6 I I I NB3✓6 FIELD CUT PANEL AS REO"0 (TYP.) BACKLAP ELEVA TIGN ••l'• BUILDING "C" TTr) I G H F us 17 oT t GRAIN BIT JOB NO STAR BUILDING SYSTEMS PU0 eoz 94910 a CHECNEO (JA /E P 87-D3$0 ( V/Jf1V goeerixanCxa comp v Ux 6C a ]SV OETAILEO TDA IE OS) 6363s-20 10 0 o MEMBER BUILDER:. CUSTOMER CRECUED IDA IL W.W. ARMBURG, INC. JOSEPH DEGAOO M B M A SOMERSET,, MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS ORAWNG NO NOT TO $GALE E5 CL2O0= E CONNECTS EACH H NOWALL GIRT T TH CL207- FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS CL2O6 CONNECTS EACH ENDWALL GIRT To THE CORNER COLUMN, CULESA NOTED OTHERWISE (AT BUILDING "C" ONLY) C14P MISS. aw3A COSAL NINA CDSAR CC4A ELEVATION "4' BUILDING "A" & C" 4(I)NL501G 12 049 "A71EII" NL 22L JI/EIO"� %NL24T NL25T6 17 NL52L / NL2' NL2,% -o9x NvJ 12 CANOPY CABLE FLASH BUILDING "A" ELEVATION „2„ o N (VIEWED FROM ELEVATION Do } 7YP.) CL20O- CONNECTS EACH ENDWALL GIRT TO THE COLUMN WEB. CL2O7- FASTENS BETWEEN THE GIRTS ON EACH SIDE OF THE ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS ENDWALL -lZl¢ GIRT TO MEECTS SIDEWALLL GIRT, UNLESS NOTED OTHERWISE. CL215 CONNECTS EACH ENDWALL GIRT TO THE CORNER COLUMN, UNLESS NOTED OTHERWISE (AT BUILDING "A" ONLY DJ( NL26✓6 —� NH26JL NL25✓5 -n �ry Nry a` I ry ry N N N N r 1N F 1 PNSI8J6 PN518✓6 (Fog Pws I. BE)�o, rv`u wE) PNS1J6 PNSIJ6 I I I I NI 22✓R NL26✓6 NL25✓6 r Nk7 � W OQ 1W N N N N NB3J6 N63J6 "O3OE1O"a L 1J83Jb ELEVATION "4" BUILDING "A" & '7' SHEETING LAYOUT A BACKSIDE OF CANOPY WALL ° (VIEWED FROM ELEVATION "3") y f et' •l, DG N[S G PAVE 6'A'HDN j n rz°. as 1L SBTK ORAVM IDA2 JOB NO STAR BUILDINGoSYSTEMS '°u� °°o°'s"'° 0¢LAHOMA Cln, OK 73143 (605) 6N-2010 s7—D35a GIELYED. IDA I£ MEMBER OETArtEO DATE BUILDER, CUSTOMER' W W ARMBURG, INC JOSEPH OEGADO ' A I�/I „ CHECKED jT� SOMERSET, MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS DRAWING NO E] NOT TU SCALE CL202 CONNECTS EACH ENOWAL GIRT TO THE SIDEWALL GIRT, UNLESS NOTED OTHERWISE CL215 CONNECTS EACH ENDWAL GIRT TO THE CORNER COLUMN, UNLESS NOTE? OTHERWISE. NL22JL NL2&J6 Nk7 i "Nj l.p SHEETING LAYOUT AT BACKSIDEOF CANOPY N (VIEWCf FROM ELEVATION "'I ") D 3 ] CCJK CESKL CESKR ONE FB84 ® 7'-4 ONE F684 ® 7'-4 ONE F384 @ I3'-4 ONE FB84 ® I3'-4 ELEVATION "22 BUILDING "B" NLPIJ (5) NL63)6 LI)NLSOIbL NL2✓ NL5J6 (ONLSOR (2) NL52✓6L 5F B TI BUILDING "B" CC4K NL22JR NL26✓6 CL200— CONNECTS EACH ENDWA, GIRT TO THE COLUMN WEB. CI207— FASTENS BETWEEN THE C/RTS ON EACH SIDE OF TH£ ENDWALL COLUMNS, AT ALL GIRT ELEVATIONS PCIRCONNECTS EACH ENDWALL GIRT TO THE CORNER COLUMN, UNLESS NOTED OTHERWISE 12 CIWJP CD5PR C/4P ELEVATION "3" BUILDING "C" (2) NL 52J6R TIC) NG O 6 "N LEIO"�� NL2$JR NLOAde ELEVATION "3" BUILDING ° °3ENN6i S ° ArttX � ao. 2v`21 � N p^1 X O1 I 3A 1[ V ,XR NO E° pA„� STAR BUILDING SYSTEMS o° a°' °°'�°MLO N 87—OJ50 o5alsmCew Comp, y MA Oiv, 0 »t°J Ep OA RE (W5) 636-2010 A1BER BU/LOFT' CUSTOMER..( _p oA W W ARMBURG.INC ✓OSEPH OEGADO M 6 M A SOMERSET, MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS p A NG NO Nor TO SCALE ES HAT CHANNEL F 2'-O (FIELD ATTACH TO EXISTING W P BUILDING NOT BY STAR) BEAD OF CAULK BEAD OF CAULK ROOF SCREWS ROOF SCREWS AT 5- 7-5 0/C SCREWS It AT 5-7-5OIC LAP SCREWS 1° -]-5 O/C 6 ROOF SCREWS ATP50�5 SIC / AT 5-J-5 0/C DURA-RIB PANEL BEAD. OF CAULK O C / INSIDE METAL RIB -RIB PANEL DURA-RIB PANEL EA BE GUTTER EA GUTTER FILLER NG71 INSIDE METAL RIB FILLER NG71 EA BOX TRIM DURA-RIB PANEL NE3 SAVE BOX TRIM EAVf TRIM � EA✓E TRIM LAP SCREWSTRUTNGI NG) BUILDING AT I"- 0 O/C to LAP SCREWSEXISTING ""-0 7EA 1" (NOT BY STAR) PT AT I 0/C WELL SCREWS AT 5-7-5O/C EA✓E STRUT WALL SCREWS wER F�sH CAVE TRIM 10 AT 5_7 5 0/C WALL SCREWS NOT RT HAT CHANNEL AT 1'-0 0/C DURA-RIB PANEL (FIELD ATTACH TO EXISTING N WALL SCREWS AT 5-7-5O/C BUILDING NOT BY STAR) CANOPY RAFTER SECTION "AI/E9" SHEETING ANGLE V54 AT TRIM -0 OICC FASTENERS (FIELD ATTACH TO EXISTING BUILDING) SECTION "NI/EC" META METAL RIB FILLER DURA-RIB PANEL SECTION "Cl/E9' SECTION '"Hi/E9' DURA-RIB PANEL BEAD OF CAULK BEAD OF CAULK INSIDE METAL HIS INSIDE METAL RIB FILLER NG71 FILLER NG71 HAT SECTION IfATSECTIOAl ROOF SCREWS LAP SCREWS ROOF LAP SCREWS AUfSIO (5£_ NOTE S IPIIF9'$ SIT £2 \ T W.P. CNSIO(5E£ NOTE & BflE9 E N T, 952 ) BEAD OF CAULK 6 AT 5-]-5 0/C AT I'-0 0/C SCREWS 6 "-0 ROOF SCREWS / (, AT 5- 7-5 0/C AT 1 0/C 6 ROOF SCREWS INSIDE METAL RIB DURA-RIB PANEL EAVE BOX TRIM DURA-RIB PANEL EA VE BOX TRIM Ir AT 5-]-5 0 C / BEAD OF CAULK 6 AT 5-7-50/E FILLER NG71 EA VE TRIM EA VE TRIM DURA-RIB PANEL - DURA-RIB PA;✓EL NGI NGI INSIDE METAL RIB EAVE BOX TRIM WALL SCREWS FILLER N671 GKO AT 5-7-5 O/C WALL SCREWS LAP SCREWS TRIM FASTENERS AT 5-7-50/C - LAP SCREWS AT 2"-0 0/C AT I"-0 0 C / AP SCREW TRIM FASTENERS £A HE BOX �— AT i"-0 0/C - STARSEAL _ AT At 1"-0 0/C STARSEALC SSHM LAP SCREWS CREWS EA HE FROM FLASH10 EXISTING BUILDING AT I'-0 0/C NOT EAUE STRUT ! DURA-RIB PANEL FLASH (NOT BY STAR) i EXISTING BUILDING WALL SCREWS EA✓E STRUT DURA-RIB PANEL EAVT TRI (NOT BY STAR) 0' FLASH AT 5-]-5 O/C _ NSIJ6 "J" FLASH O o _ _ _ _ _ _ _ \ _ _ _ _ _ NSI16 WALL SCREWS FIRM FASTENERS ` FIELD CUT PANEL _ _ _ _ AT 5-]-5 O C / AT 1'-0 O/C "0 AS Rf0'D SHEL D ANGLE V54 FIELD CUT PANEL METAL RIB FILLERFTACH 1 A TO 1 0 AS REO'D N TRIM FASTENERS NG70 NOTE' EXISTING BUILDING ) AT I' METAL RlB F/LLER OUfiA-R/B PANEL INSIDE CLOSURE BUILDER TO FIELD CUT FLASH NC70 DURA-RIB PANEL BOTH W/CAULKING AT BOTH SIDES AS RED AT SLOG "GU PEAK NOTL' SHEETING AN V54 LAP SCREWS AT 2""-0 D/O 1 0 PURLIN AND MAKE WATER TIGHL BUILDER TO FIELD CUT FLASH (F/EGO ATTACH TO INSIDE CLOSURE NG34 WALL SCREWS (NOT BY STAR) PURLIN AS REO'D AT BLOC "B'" PEyK EXISTING BUILDING) j W/CAULKING AT BOTH SIDES STARSEAL AT 5-7-5 0/C FRAME RAFTER AND MAKE WATER IICHL LAP SCREWS 1-0 FLASH FRAME RA HOT NOT BY SCAR ( ) AT 2'-0 D/C WALL SCREWS AlB 10 SHEETING ANGLE V21 STARSEAL AT 5-7-5 0/G DURA-RIB PANEL - SCREWS AT AT EACH PURL/N SECTION '"E7/E9 'FIIE9 FCASH NBIO SHEETING ANGLE V21 — — — _ — — — _ — _ _ _SE DURA-RIB PANEL W/(R STRUCTURAL SCREWS At EACH PURLIN FIELD CUT PANEL AS RED'D ` FIELD CUT PANEL AS REDD PURLIN J PURLIN FRAME RAFT: SECTION `01/E9" FRAME RAFTER SECTION "GI/E9" WP ROOF SCREWS BEAD OF CAULK 6 AT 5-7-5 0/C DURA-RIB PANEL INSIDE METAL RIB FILLER NG71 NO M E4 "f SyL aEp EP PAVE BOX TRIM wSrr NOTES"61 e c, LAP SCREWS ➢ ara AT i 0 O/C I W n EXISTING BUILDING (NOT BY STAR) EA✓E TRIM i¢ NGI o WALL SCREWS y ` » AT 5-7-5 0/C N TRIAL FASTENERS - ORANN oATR AT 7'-0 O/C ,/fB NO STAR BUILDING SYSTEMS r'_o. ao. saslo METAL RIB FILLER CE O °" 97-0350 VC70 A oemswcaea mmeaey O a cm OK Tvaa SHEETING ANGLE V54 OETAIIED OA 5) $3A (4a`) 6]6 xa 0 AMBER (FIELD ATTACH TO SECTION "I1/E9- BUILDER' CUSTOMER' EXISTING BUILDING) cHEL.rEO pArR W:W ARMBURC, INC JOSEPH DEGADO ABA DURA-kIB PANEL I`/fAA SOMERSET, MASSACHUSETTS NORTH DARTMOUTH, MASSACHUSETTS NOT TO SL/nLE DE AWING NO. E9 CABLE FLASH SHEETING ANGLE V21 WINO STRUCTURAL SCREWS AT EACH PURLIN STRUCTURAL SCREWS AT 2'-6 O/C TRIM FASTENERS AT T'-0 O/0 SOFFIT SUPPORT -� THA1 NW12 TUPPORT ZEE J NL63 TRIM FASTENERS AT 1'-0 O/C GBBLE FLASH � SHEETING ANGLE V21� W/(2) STRUCTURAL SCREWS AT EACH PURLIN WALL SCREWS - AT 5- 7-5 01C TRIM FASTENERS AT 1'-0 O/C METAL RIB FILLER J NG70 DURA=RlB PANEL -� LAP SCREW AT 2'-0 O C STARSEAL SEALANT MA18725 SUPPORT ZEE NL63 DURA-RIB PANEL — — _ — — _,. — — — PURLIN CANOPY RAFTER LAP SCREWS AT 2"-0 O/C STARSEAL SEALANT MA18J25 SUPPORT ZEE NL63 DURA-RIB PANEL PURLIN WEB STIFFENER CL204 ENORAFTER SECTION "T I/EIO'" BUILT-UP � �0) yQ c %ZFJ _R COLUMN CIW3A (FLD NOTcd 614T FLANCTE AS ,es61'D) �o BIDE( oA:r Ll L�'TL—EL LINE r FNDWALI CERT 9 &DIT $° I I SECTION "B3/EIO" REINFORCING AJGLc PP(cX DURA-RIB WALL PANEL ENDWALL GIRT a 13LD¢. AArr. CLIP CL215L (TOED-D0WAI) cLC CL2)SL (TOED -op) FLASH Y STAR) TTACHMENT OT BY STAR)2DURAE 4FLAITION !'-0 j" �m Zti 0 OZ pp FIQ CUT PANEL ASI REO'D .Cry, aLoG, °q PURLIN SECTION "NI/EIO" GABLE FLASH SHEETING ANGLE V21, (ATTACHMENT TO ENS III BUILDING NOT BY STAR) STRUCTURAL SCREWS — AT 2'-0 0/C TRIM FASTENERS AT I'-0 0/C SOFFIT SUPPORT TRIM NW23 LAP SCREWS AT 2'-0 O/C STARSEAL SEALANT MA18J26 SUPPORT ZEE NLEJ DURA-PoB PANEL DURA-RIB SOFFIT PANEL - SUPPORT ZEE NL63 TRIM FASTENERS AT 1'-0 010 CABLE FLASH � SHEETING ANGLE V21� W/(2) STRUCTURAL SCREWS AT EACH PURLIN WALL SCREWS - AT 5-7-5 0/C TRIM FASTENERS AT 1'-0 O/C METAL RIB FILLER J FACTO OURi-RIB PANEL -� i TO EXISTING BY STAR) HT *Ez) TRIM FASTENERS AT 1'-0 01C SOFFIT TRIM NI ATTACHMENT -" (NOT BY STAR) 4-0 SECTION SECTION '"Pl/EIO- LAP SCREWS AT 2"-0 01C STARSEAL SEALANT MA18T25 SUPPORT ZEE NL63 DURA-RIB PANEL PURLIN C4204 WEB STIFFENER CANOPY RAFTER WALL SCREWS AT 2'-C 01C NC 70 LINER TRIM ANGLE 418 F/LLE,Q NR] TRIM FASTENERS T 1'-0 CIO DURA-RIB PANEL SECTION w/E10," EXISTING BUILDING (NOT BY STAR) ROOF SCREWS AT 5-7-5 0/C DURA-RIB PANE YA.j _ 1j PURLIN EAVE STRUT I BLDCT "B" BLU4 2II• SECTION A2/EIO" EXISTING BUILDING (NOV DURA-RIB FARES WALL SCREWS AT SJ5 O/C INSIDE R466ER FILLER NjJS BASE ANGLE CHANNEL D ATTACH TO EXISTINGBAI115AIZ ING NOT BY STAR) /B WALL 0 ENl BASE RASH REV/Ag O/(C YNNIN83 Ns¢J� VN t cu 3yLDCUT PANEL elL m SECTION 'p3/E10" AS REO'D t l e SECTION 'E3/ENpT_ �All& � WA NRAN OAP/ CHECKED OA It TAR BUILDING o4. 90% 9J910 SYSTEMS ND oeuHOMA CITY, pA Sus oony 97-0350 DEIA/LED OA _ (4p5) 636—ID1p MEM1I9ER BUILDER CUSTOMER: cHEIXED OA _ W W ARMBU INC JOSEPH DEGADO A SOMERSEl MASSACHUSETTS NORTH DARTMOUTH, MA$jq CHUSERS M B M A NOT TO SCALE D�pgNG N0. E10 i D - ou T 'm ou I- q= srEEi 6 ©EXISTiN¢ 3LpG. iN.B-S.J DURA-RIB WALL PANEL -COAN69 COLUMN � GIRT / ccALA DURA-RIB WALL STRUCTURAL SCREW --- PANEL FRAME COLUMN (TYR) ip pi FRAME COLUMN ENOWALL GIRT BLDCT CLIP CL205 I SHEETING CLIP SAVE STRUT CL207 OR Pa29A CORNER COLUMN CHANNEL CLIP CL202 O O SIDEWALL GIRT SIDEWALL 2'� a N @2-8% GIRT p� CLIP PC oR GIFT ¢ FIELD CUT PANEL _ _ — _ ti CLIP CL206L - J \ _ _ _ _ — AS REO D m TRIM FASTENERS W Q CLIP AT 2'-0 01C O _� �N {. m TO 0 cL oyx GIRT CLIP O OFAT ATTACHMENT J VPANEL INSIDENER COLUMN CORNER FLASH o CL200 (NOT BY STAR) Lo 'o � DORA-RIB WALL GIRT CLIP PANEL SECTION "A4/Eii" CL2$6 CORNER FLASH FIELD DRILL �"O HLS IN GIFT FASTENERS PS6 OR DS7 NVL2/J�oR B E„ TRIM FASTENERS CLIP AS TEMPLATE AT 2'-0 O/C 3 LE& ll SECTION "B7/EW. FASTENERS FASTENERS DETAIL A7/El1" -0 O/C 2'-0 0/C SECTION "Sg lEll'�_RA-RIB WALLALL GIRT NEL SECTION "64/EII" SECTION "As/Ell" STEEL LINE 1I CORNER SOL� I SNOWALL GIRT GIRT CLIP PC2L CC 3IG yp OUR -RIB WALL GIRT CLIP NIGH SIDE 'A,p TRIM FASTENERS COLUMN CORNER COLUMN M AT 2'-0 O/C D17 CORNER COLUMN GIRT --- Ct W3P 4q DURA-RIB WALL TRIM FLASH GC¢K 1 CLIP PANEL NY/77/, _ EUDWALL PANEL STRUCTURAL SCREWS GIRT GIRVOI 13LD gn AT 2"-0 O/C — _ _ _ CLIP CL202 I �TOED-G�) ( ) C __-----_ _ --- GIRT CLIP i- COVER FLASH O ! TRIM FASTENERS O �T O O CL2O0 NY1216 IIII O O AT 2'-0 O/C ASFIELREO'DT PANEL Lo TRIM FASTENERS 01 i + CORNER FLASH O DGRA- PoB AT 2'-0 O/C _ _ _ U%ALL PANEL (Ere) l� \ D L ` FIELD CUT PANEL Ob SRA EL RIB WALL I EWALL SIDEWALL DURA-Rre wau �;IR7�2=S% DURA-RIB WALL AS REO'0 PANEL STEEL LINE PANEL TRIM FASTENERS PANEL / TRIM FASTENERS TRIM FLASH AT 2'-0 O/C TRIM FASTENERS /NSIDE CORI)ER�/ NY/7S/o AT 2"-0 0/C FLASH NCIA AT 2'-0 0/C INSIDE CORNER FLASH SECTION "A8/Eii" 51DEv/ALL %SLEWo TT�rM 5eRE4� I TRIM FASTENERS @2=0 SECTION "OS/El1" GIRT@6LC(i'A' AT 2'-0 01C p4RA' RIa DURA-RIB WALL WALL PANEL PANEL SECTION "BB/Ell" SECTION "AS�EI!° (7NRA-RI6 q IdA LL PANEL1 TRIM FLASH NYl�S(a i Co veR FLASH L� NYIZTro PRIM PASTENERS DtIRA -RI8 TRIM FLASH WALL PANEL ( NY17_T6 ' F.NN{9 i yG i vs,o� o WATSON j my SECTION "C7/EIf° p PSI. =azu ST.Eq\y pRAIWJ 4OAIE JOB NO CHECKED DAIS TAR. BUILDING SYSTEMS 9n s7-0350 ( moo., o Ek 75145 W5)636-2010 MEMBER j OE /AILED BUILDER, CUSTOMER CHECKED IDA TE W W ARMBURG, INC. ✓OSEPH DECADO M B M A SOMERSET, MASSACHUSETTS NORTH OARTMOUTH, MASSACHUSETIS OFAWNG NO NOT DEC SCALE Ell S �— 12 -3 1 _3' 5'-0 5-0 5_0 5'_ 0 5 O 4'-5° FBI00 F8100 6 6' FS. 1S FBI0 BL0 FBIOO 5 \ l NS Pori 00 FK100FBHS.FBH1005� RIC R Ni m Sm 2 2 o W W I 2 W N „I O N pjm N O M Nq 2m I O IN P h ELEV 8 I' -II 30 J 30 3 S' 60-6 _ELEVATION ' ELEVATION "l" CIO CID CROSS SECTION AT FRAME LINE "2" k (BUILDING "A') c€n++m•• GENERAL NOTES 1 t w FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). :x t6p it VERTICAL CLEARANCE DIMENSIONS ARE FROM E�P RNISHED FLOOR REFERENCE ELEVATION. {5 , flb DRAWN GANE JOB NO TAR BUILDING SYSTEMS PO em 94910 i CITE KEG oTarE .97—OJ50 pp . °oe,,,l,c..o rom°a., OKLMOMA o.r. OF ,3,., SPLICE BOLT TABLE OETAILEO C.A IE (°03) 6]6 20 0 (405) 634 MEMBER BUILDER: CUSTOMER' CONN OTY SIZE TYRE ASHER50 WASHERS CNECHEO O,p /E WW ARMBURG INC ✓OSEPH DEGADO A I�/I A (I2) J X 2 A325 B&N 0 0 SOMERSET, MASSACHUSETTS . NORTH DARTMOUTH, MASSACHUSETTS B (10) j X 2 A3zs e&N 00 Nor TO ACA,F 5iA NG NO E13 12 i� 0 0 6' q'_5T 0 O 3-0 FB99 F5. B99 FBM99 F5, FS RID F N f— SIR SPUFE BOLT TABLE - TYPE HARDENED BEVELED CONN, OTY SIZE WASHERS WASHERS A (ID) 6 X 22 A325 6WN 0 0 B (12) 3 X 2 A325 3& 0 0 30"-3 12 5 01+' 5"-0 5'-011 FB99 F899 F5. ABS CL203 FB99 NC FB99 NS FBH99 Rid N5. BUILDING "0' RAFTER S V W 2 m W I ry O h � ry N LI 8� 9 30 3 60'-6 fCEVA ]ION `I " CIJ �u FM CROSS SECTION AT FRAME LINE "5" • yF_N (BUILDING "A") pp.UL •i GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONOIPONS (DEFLECTION). q yo I • Q VER PCAL CLEARANCE DIMENSIONS ARE FROM C FINISHED FLOOR REFERENCE ELEVATION. ^.. ��`�, y DRAM D:AT ✓OB NO TAR BUILDING SYSTEMS Po. ea. sasio 97-0350 cNEG(Eo L6A lE NLANCMA CRv, oe 95143 f M1ma T A eo6enCH, Ca Oy Ip5) 036-2010 i MEMBER DEiALED DCOF BUILDERCUSTOMER: W W ARMHURG, INC. JOSEPH DEGADO M S M A CHECKED DTE SOMERSET, MASSACHUSETTS NORTH DARTMOUTH, MASSASHUSETTS ORAWRIT NO I E15 - NOT TOSDALF I F6101 I F6101 F 5 FS RIK FF,5. r I RCW3K A31b x2 A 3158o�Ts m� A NI ml" �4 m^ a, L'Sv 12"-0 CIK F6101 F101� F5. NS FENR I N3 FBIOI RIL NS � l � zm 1 2 N CIL 0 CROSS SECT/ON A FRAME LINE '"B'� "C" & 20" IS €MAU(BUILDING "'BJ L£NERAL NOl£SFRAME CLEARANCES SHOWN AR£ APPROXIMATE ANDMAY r�Y�N VARY DUE TO CONDITIONS (DEFLECTON).VERTICAL C EARANCE DIMENSIONS ARE FROMFINISHED FLOOR REFERENCE ELEVA LION.'<''='+L �