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SHELL FRAMING PLANBUILDING SPECIFICATIONS WE STRUCTURE SUPPLIED BY STAR BUILDING SYSTEMS HAS BEEN DESIGNED AND DENOIIED FOR THE LOADS AND CONDIAONS STIPULATED IN THE SALES ORDER AND SHOWPI ON THESE DRAWINGS ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER STAR BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICA TEO. MIS BUILDING IS DESIGNED WIN STAR BUILDING SYSTEMS, STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWMG ORGANIZATIONS AND CODES; AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTON OF STRUCTURAL STEEL FOR BUILDINGS". AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS". THE BUILDING CODE IS AS STATED ON ME ENGINEERING DESIGN CRITERIA SHEET AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE" AWS D1.P METAL BUILDING MANUFACTURERS ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL MATERIALS MATERIAL PROPERTIES OF STEEL PLATE AND SHEET USED IN THE FABRICATION OF {' PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER MAN COLD —FORMED SECTIONS) CONFORM TO ASTM A529 OR ASTM A572 WIN A MNIMUM YIELD POINT OF 50,000 PSI MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A529 OR ASTM A572 WITH A MINIMUM YIELD POINT OF 42,000 PSI. MATERIAL PROPERTIES OF COLD —FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REOUIREMENTS OF ASTM A570, GRADE 55, WIG A MINIMUM YIELD POINT OF 55,000 PSI ALI STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INEIGSBA PRIMER (UNLESS OTHERWISE SPECIFIED) INSPEC TION/JOBSI TE SHOP AND FIELD INSPECTIONS AND ASSOCIATED F££S ARE THE RESPONSIBIITY OF THE BUILDER, UNLESS STIPULATED OTHERWISE. FIELD INSPECTION IS PER THE DESIGNATED CODE AND/OR LOCAL AGENCY. (NOT BY STAR) STAR IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, OR JOB SITE INSPECTION FOR TICS PROJECT AND HAS NOT MADE A FIELD REVIEW OF THE BUILDING SITE. .CROSS SECTION MEMBER MARK NUMBER Is p it of t OESC SECTOR (e a b f) (IN) L (IN) DJ (DOOR JAMB) ON (DOOR HEADER) BSCD S5X325C075 750 GC (CEE MEMBER) 95C92 85125a092 1.00 IOC75 10N?NH 075 1.125 IOC84 10X2, 751 Nal 1. T25 11875 IOC100 )ON DC, 100 rlIs OF- OEsc SECTION (a (N , f) L (IN) Z (PURLIN) Z (GIRT) 85257 8.5X25Z057 769 8.52 8 5XT SL080 781 .965 B EYES 95X257 072 .NU 8.5280 65X252080 965 .978 e NNy? KAX25ZND b all y_ (rN) E BSETs B5x32scs0Ts is0 B 5E92 65X3.25E5092 1.00 IOEB4 IOX325ES OB4 1.IBJ5 lOEH4 9525X325ES 0841.00 STRUT) A 0 mod STAR BUILDING SYSTEMS BUILDING DESCRIPTION NOMINAL SIZE NO TH LENGTH EAVE HEIGHT ROOF LOPE (LOW SIDE) BUILDING A" 50'-0 X 159'-0 X 28'-0 1 12 BUILDING SE 30'-0 X 22'1 X 25'-6 1 12 BUILDER RESPONSIBILITIES THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS R£OUIREO. APPROVAL OF STAR BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS (SEC. 42) AIDS CODE OF STANDARD PRACTICE) WHERE DISCREPANCIES EXIST BETWEEN THE STAR DRAWINGS AND THE PLANS FOR OTHER TRADES, THE STAR DRAWINGS SHALL GOVERN(SEC GJ AISC CODE OF STANDARD PRACTICE) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF THE BUILDER AND ENGINEERS OTHER THAN STAR ENGINEERS UNLESS SPECIFICALLY INDICATED, THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH STAR DRAWINGS TEMPORARY SUPPORTS, SUCH AS TEMP. GUYS, BRACES, FALSEWORK OR OTHER ELEMENTS READ. FOR ERECTION WILL BE DET£RMIN£Q FURNISHED AND INSTALLED BY THE ERECTOR. (SEC. 79.1 ALSO CODE OF STANDARD PRACTICE.) IT IS THE BUILDERS RESPONSIBILITY TO APPLY OR OBSERVE ALL PERTINENT SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE. THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED, SHORTAGES MUST BE REPORTED TO STAR BUILDING SYSTEMS WINDS 15 _DAYS OF DELIVERY FINAL GENERAL NOTES 1) ROOF PANEL 26 GA. DURA—RIB -- ALUM —ZINC 2) WALL PANEL 26 GA. DURA—RIB -- STONE GRAY 3) EA VE GUTTER 26 GA. -- SMOKEY BLUE 4) EAVE FLASH 26 GA. — SMOKEY BLUE 5) CORNER FLASH 26 GA. -- STONE GRAY 5) BASE EACH 26 GA. -- STONE GRAY Z) GABLE FLASH 26 GA. -- MICKEY BLUE 8) DOWNSPOUT 26 GA. — STONE GRAY 9) ALL OTHER FLASH 25 GA. -- STONE GRAY ENGINEERING DESIGN CRITERIA BUILDING CODE MASSACHUSETTS STATE BUILDING CODE 8TH EDITION BUILDING END USE MANUFACTURING / PRODUCTION USE GROUP CLASSIFICATION USE GROUP F FACTORY INDUSTRIAL IMPACT LOADS 15—TON TOP RUNNING CRANEWAY SERVICE CL SSIFICATION C— D (MBMA PROVISIONS) DEAD LOAD 4.2 PST STAR MATERIAL ROOF CO LATERAL LOAD iNOW 5.0 POP LOAD ZONE 2 SNOW LOAD (RE) J0.0 Pony, WIND LOAD ZONE 3 WIND LOAD : 90.0 MPH REFERENCE WIND PRESSURE r 21.0 POP WIND EXPOSURE C BUILDING WINO ALL BUILDINGS DESIGNED AS ENCLOSED SEISMIC LOAD (CS) IS SEISMIC VALUES AV = 0. 12, AA = 0.72 SEISMIC HAZARD EXPOSURE GROUP r GROUP I SOIL SITE S4 SIGN LOAD COMBINATIONS DI, + LL + SN DL + LE + ON + 0.5WL DL+LL+0. LIEN +WE DL+LL+SN+ED HIGH STRENGTH BOLT TIGHTENING IN ACCORDANCE WITH THE "SASCIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" THE TURN OF THE NUT METHOD OF TIGHTENING IS RECOMMENCED. BRACING ROD "BRACING SIZE" AS NOTES ON ENGINEERING DOCUMENTS AND ERECTION DRA'XINGS DENOTES THREAD DIAMETER, cIny 1FRING NOTES: ;HE APPLICATION OF CRANE LOADS DIFFERENT FROM THOSE USEL IN THE DESIGN OF THE MATERIAL SUPPLIED BY STAR COULD VOID WARRANTIES ME) CERTIFICATIONS AS THEY APPLY TO THIS STRUCTURE. CRANE LOADS WERE DETERMINED FOR THE FOLLOWING: CRANE CAPACITY ---- 15—TON THE CRANE BRIDGE WEIGHT — IIEDEVes rrols !TFVLLY WT. —_ 2ssey - as .. WHEEL BASE --- — 6b RARUNWAY LWT. WL MAX/MUM 40 ry/YD 2) STAR MATERIAL AT TOP OF MASONRY IS NOT DESIGNED TO SUSTAIN ANY LOADING i FROM THE MASONRY N.B.S.. ' OWN L, pF gRTMpLOj'ry PNL➢ M RARTBINf 1 AS, ha, If red d IrOp l 6 V f d DII L 0Yo THFL'19 f L k P, /y OPIPf' cd h M1 b 6. 8ntamed P tr f 3! al �V IOL W attract, 1 oAnnans a iooloC . . h p ce Yalwnge to N g,„r�®. ��+4+ti.... BOARD A!'7. LS 6 _ 1 �mc—A2R_Q44dk( �IInl1 Case IT SP CownofD mM'la sDe r P' DP m, e lew CON CO�.JN OL �� Per OUMr 5 ^.0 a 4y fh' 91' ish by a Vitro c pl a { MPY4 1'I dP¢ePioneering Elenewtl f PI' work i I y. a�� Regulations (SR]Ch)prR T80CNR)1 D (ForP s c hart t cb If y ckXyg _ Y 1 P ret° I k N 35 1 contactN District Qu al 1 tofFueErolo ti Wmk9Fd19°c. w A f 31 071 oKa fit y )IIe r A 'gry�w ��a -APR 0 4 2000 STAR BUILDING SYSTEMS `°' °°'s°"° A fio6..ma6ao Boonton Oxlm°un him. °ky63 (405) 636-2010 Joe No 99 B 53550 — MEMBER — BUILDER: W W DRINKING INC SOMERSET, MA CUSTOMER: SOUTHEAST CONCRETE PRODUCTS NORTH DARTMOUTH, MA MBMA O LFRJ OA 3/6/00 rpryfry OLD ORAYANG NO E7 FILE COPY - ALL A307 BOLTS ON THIS JOB ARE el"•0 X Iq" IN LIEU OF '"0 X 11"" ♦ - DENOTES CLIP CL20J LOCATION - DENOTES: CLIP CL204 LOCATION r—D 0-o-� U O o- 00 Q w o- a� I o- Q �Q _ 2 _; �4 Q Q Q Q Q Q O Z_SECTION LAP TABLEE WGs SYMBOL LAP SYMBOL LAP O i'-1 LAP Q 3'-2: LAP TFRNAL © 1'-7 LAP OF 3"-J LAP © 2'-1 LAP Q 4•-1 LAP OO 2' 7 LAP Q 241 LAP Z46L TYP) �� Z47L (TYP. p j N BOARD OF APPEALS Case#__.m—v sP CONSTRUCTION C` TROL Pa"%"C CME Ii=-c. 116.0 ",A Jf C)25,27i11�u4".�tlTH P 4 T(((5 I f a r r Site rte APR 9420002000 { JOB NO ® STAR BUILDING SYSTEMS 0 BOX 94910 99 3 53530 A ftbub,,Ce Cw pmy OKuHGMA OTY. (19) 636-2010 OK Alu MEMBER BUILDER: CUSTOMER: W W ARMBURG INC SOUTHEAST CONCRETE PRODUCTS MBMA _O BATE LR✓ 3/6/00 SOMERSET• MA NORTH DARTMOUTH, MA DRAWING NO: NOT NO SCALE E2 FILE COPY 1 3 6 CIA G B b c5 CIDCIF b ELEVATION "I" BUILDING "A" �F DENOTES- PURL/N OR GIRT STRUT. (8) DOWD (NNHiK6 (38) NGIK6 "A3/EO"a --� (6) NOOKS 0 IT 0 0 0 0 I 0 0 0 N N ry N N _I N ry hl h N 5F6 j7 5'JL/1 /1 L1UL BOARD OF APPEALS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 o Q h N N N ry ry ry N N N �v h N h N N N N N N N N o N o N N N N N o N GasA k P OPEN TO LINE 22'OR TIE—IN BUILDING FOR TIE-IN TO BUILDING "B" N �, �, N ry �, �, �, N N N N N N N N N N N N N N N R ICTION C `. `ROL CON - L pertGOCMH S a:'i0.0 "B31'E9 �dv ��" i✓ CN! d n. I'(�i N 5T6 F �CVPD PLAN 'B3XE9"� p r l Of IFjr r Gr sed N956 2 P enL�iE NB 6APRSO O n 4C2�00 HIIGH MASONRY 6'-0 HIGH MASONRY 8'-0 HIGH MASONRY ! NOT B)Y STAR NOT BY STAR BOOT BY STAR o, uVl ELEVATION I" �F9�a090 BUILDING "A" { b b b b b b b b CIH CIG CIE CIC CIC CIA CIA CIA ELEVATION "2" BUILDING ""A" i 0 0 0 e o 0 0 0 0 0 0 0 0 0 ? o 0 0 0 0 0 o 0 0 0 0 0 0 0 ma a a oa ¢ a a a �a oa a a a oa u of a a �a a a a a pa a �a u oa a a 9n d a a u a � u u �a a a d A4/ 9"a gpgR6 0R APPEALS 0 0 0 0 0 0 0 ^ 5P -" -ry _" N N N N _ _ry „ _ „ ry m" m m" m _ - _ _ _ _" _„ _ -„ _" -" a '" a" m m m" m m m" m mn m" ry �, CON RJCT GN C': '7ROL " 11 n J j" m" i„ i" ,I„ i" J i" i„ Psr "Q ��. SOQ.Im.0 ^ ^ ^ a m m m m m m m rn m m m m m m m m m m m 7 8i 9"� � B5F6 NSII F9 NO orb g3�g^� N510F6B �2 N85F "83�E9"� APR § 2600 2 N 5 17111771 - --- n '"r 8'-0 HIGH MASONRY 8'-0 FOGH MASONRY HIGH MASONRY NOT BY STAR NOT BY STAR 1 " NOT BY STAR rv,. Ewa I ELEVATION "2" BUILDING "A" --"-` 12 OPEN TO 31' MASONO NL22KL NL26K6 NH26KL NL25K6 ONE F686 0 10"-4 ONE F866 0 10-4 ONE F836 ® 13'-4 ONE F885 ® 13'-4 ONE F686 ® RR-0 ONE FBB6 ® 19'-0 ELEVATION "3" BUILDING "A" i _Ir -In _ s _s ^q O ti N N i iry � ii I Po N N N IN N m 1 N 11 DACKLAP NSIF60 NS10F6D "B3/E9 35F6 NBSFl s 2 — — — — - Ne5F6 BS/E9"a - 4'-0 HIGH MASONRY NOT BY STAR (F)P.) ELEVATION BUILDING "A" 2A & 29 OPEN TO 3'-1021 FOR 4'-0 MASONRY WALL (NB.S) NL22KR NL26K6 NH26KR NL25K6 NL22KL NL26K6 NH26KL NL25K6 v "OS/E9' 2 12 1 �— ELEVATION BUILDING "YA" NOT BY STAR I -al BACKLAPIT ELEVATION/ "4" BUILDING "A" NL22KR NL26K6 NH26KR NL25K6 APPEALS SoARDOF .) 4 SP CON RUCTONC ROL [�D per OCMR IWO oe7 pi Oil Bte a O 4' 006° N C 3 m 403 . 8AE SAG ANGLES AT 2 POINTS AS NOTED i W N m Y Z49 h m O Y Z49 o BBP ro s 9 Y Z4B F � i OPEN TO 3"-10� FOR 4'-0 MASONRY WALL (N.B.S.) 20"-0 tti, b b CYW11 CC3J ELEVATION "I" BUILDING "B" OPEN TO 3"-1 MASONRY WALL (A CM31 - CYW11 ONE F886 0 7-4 ONE ONE FB86 0 13'-4 ONE FB86 0 19'-0 ONE F686 0 24'-0 ELEVATION ""3" BUILDING ""B" 12 IF - b b CC3J E4JL ONE F686 0 4 ONE F686 0 13'3'-4 ELEVATION "4" BUILDING ""B" BOARD OF APPEALS Casa V Sp CON$71UCTION C". 7ROL periiid CtnR J C,o Fed jh 0 dvk d A zaon' l Q qa30 '^sirs eo C H6� " B) ROWNG (I NINK6 A3/E9 a i) NHIK6 C b I II I b I I b I b I I ry NII I N N ry ry N ry I 83/E9 I N85F6 � I 4"HIGH MASONRY 2" O NOT BY STAR SACKLAAPP ELEVATION "I" BUILDING "B" NL2JK6 (>) NL62K6R SAS/E9"a NL24K6 0) NL50K5R m) NG)GK6 NL22KR Nd26K6 NH26KR NL25K6 m h Nn I Iry ^Iry ry ry O I I N N II N51FG N/6 /5/F/6 N510F0 L/ /_— — — — — — — L— — _ — J 4'-0 HIGH MASONRY NOT BY STAR (TYP.) ELEVATION "" BUILDING "B" jNL63J6 NL52K6L NL27K6 ( (i) NL50K6L YL24K5 NL22KL (I1) NG]OK6 NL26K6 NH2KL NL25K6 NOT BY STAR vi m ELEVATION "4" BUILDING "B" BOARD OF APPEALS Casa #_ V Sp CON&T3UC-001(7 TBOL per750CM;x Ss:.i:6.0 `o".9m of TM,D u`H n r p I - ETltisse9 '121 ;�{ Qii. S�IE I i 0 a' 9F k L (IIP PC44 PC44 PC44 PC44 PC44 ] © © © o CRANE BEAM (TYP.) D"A8/E10" NOT BY STAR AB331 AB331 AB331 ] A8331 QA AH531 ] ] o BOLTS BY OTHERS BOLTS BY OTHERS BOLTS BY OTHERS PC44 PC44 PC44 PC44 PC44 — lid o o AB331 i31 AB331 ] AB331 DA AB331 DA ] ] BOLTS BY OTHERS BOLTS BY OTHERS BOLTS BY OTHERS b b b b b b CRANE ELEVATION AT GRID LINE "Cl" (VIEWED FROM ELEVATION "2") PC44 PC44 PC44 PC44 PC44 PC44 P044 PC44 PC44 PC4,4 D "A8/E10" CRANE BEAM (TYP.) NOT BY STAR AB331 AB331 ABJ31 AB331 ABJ31J AB331 QA AB3J1 [A AB331 DA ARAN AD A8337 AD w ] o o ] ] BOLTS BY OTHERS BOLTS BY OTkAERS BOLTS BY OTHERS BOLTS BY OTHERS BOLTS BY OTHERS U Q m m 1"-0 22'-0 20'-0 23'-0 23"-0 23'-0 CRANE ELEVATION AT GRID LINE "C2j' (VIEWED FROM ELEVATION "1) ROL IS BY OTHERS BOLT TABLE COMM OTY SIZE TAPE HAROENEO BEVELED WASHERS WASHERS A (2) q X ]z A325 B&N 0 0 e (i) e X 1 A325 S&N 1 0 BOLT TABLE CONM OTY. SIZE TYPE HAROENEO WASHERS BE✓ELEB WASHERS A (2) y X 1z A325 B&N 0 0 B (1) X 2 A325 B&N 1 0 BOARD Of APPEALS Case # V Sp CON "RICTICVC 'ROL pe 3P. 1 sGaI16.0 d AIL"yn,`iMs' aged An "( TP i ;i73 q APR 0 4 LO(i0 I ,I Fy am_ No, 40IM # 4v)c Fo of BEAD OF CAULK LAP SCREWS 15 AT5—J-5 O/C EAVE GUTTER EAVE TRIM NOT WALL SCREWS AT 5-7-5 P/C DURA—RIB TAN£L SECTION "A3/E9" DURA—RIB PANEL ROOF SCREWS AT5—J-5 O/C WALL SCREWS AT 5-7-5 0/0 INSIDE RUBBER PLUG NG75 BASE ANGLE DURA—RIB PANE BA12 BASE FLASH NB5 EAE STRUT MASONRY (N.B.S.) e SECTION "B3/E9" DURA—RIB WALL LTF WALL SCREWS AT 5"-7'-5" DURA—RIB WALL PANE SECTION "A4/E9" GIRT ' FRAME COLUMN Ili CLIP GIRT PC DURA—RIB PANEL } DURA—RIB PANELTRIM GIRT FASTENERTRIM FASTENERAT2'-0 LFRAMEGIRT LT/C ( 0(TAP. UN,) CORNER FLASH - SHEETING CLIP PC22A DURA—RIB PANEL WITH (3) STRUCTURAL CORNER FLASH GIRT CLIP SHEETING CLIP PC SCREWS AT EACH ENO SHEETING CLIP CL207 CL237 WITH (1) STRUCTURAL SCREW AT EACH END WITH (1) STRUCTURAL AURA —RIB PANEL SCREW AT EACH ENO SECTION "C5/E9" SECTION "195/E9" FRAME COLUMN GIRT GIRT DURA—RIB PANEL 6 — — — — — — — — — TRIM FASTENER i�0 a AT 2'-0 O/C l (T1P. CN) ILL GIRT CLIP CORNER FLASH CL23J SHEETING CLIP CL207 DURA—RIB PANEL WIN (1) STRUCTURAL SCREW AT EACH ENO SECTION "B7/E9" CAP SCREW)V21, STARSEAL SEALANT AT 2'-0 O/MA18725 GABLE FLASH SUPPORT ZEE NL63 DURA—RIB PANEL SH£EANG ANGLE OR A22 W/(2) ST—_— SCREWS AT EACHWALL SCREWS AT 5-7-5 0/ GIRT TRIM FASTENERS AT 1'-0 0/C PUBLIC METAL RIB FILLER NG70 FRAME RAFTER DURA—RIB PANEL SECTION "A5/E9i"' CLIP CL215R (&HOWV) CLIP CL215L ((Copp.) —� STEEL LINE FRAME COLUMN— (BLDO.. "A) i0 10 ENDWALL ORTT (BLD'G. "B")I SECTION "A6/E9" DURA-RIB PANEL WALL SCREWS AT 5-7-5 0/C INSIDE RUBBER PLUG NG75 BASE ANGLE BA 12" BASE FLASH ^ NB5 SECTION "851W 8 STEEL LINE I CLIPP 234 F _ ENDWALL GIRT (RLD'G "B FRAME COLUMN (BLD'G 'A') 10 10 FIELD DRILL ;DORA6 HOLE S I—A INSIDE CORNER TRIM SIOEWALL GIRT TRY+U FASTENERS (BLD'G. "A) 'ii AT 2'-0 O/C LISP) DUA'A-RIB PANEL SECTION "A7/E9" BOARD OF APPEALS case SP CON"'RUCTION C'" ''ROL per, CNIR Sac. i16.0 To '-` TyrrzY P M D, APR 04 ZOOM n�rn1.% �Nono s E .Em rPl (1) a°d X Ij A325 BOLT (1) 3- 0 X 2 A325 W/WASHER ANGLE CLIP CLI22 __________ "NGE 0Xi325 BOLT A rVCRANE RAIL (MRS) HOOK SOL TS (BBS) RUNWAY BEAM NOT BY STAR A325 BOLTS (FIELD DRILL HOLES IN BRACKET) ` FRAME COLUMN SECTION AS/E10- SC)ARD OF APPEALS Case # 4 SP CO�S'RUCTION C`" -TPOL PE 7600MR Sec.116.0 L.. •'' i 5"a, �4 n4 fl � I iIIC Date __—APP44-21009----- �Fiic iU o'mseo g ` O R Iq A[ 12 iz i� D �l w I 5._D, 5p-D 4"-4' 4 5 S O t 5 q3 FB98 FB98 E998 FS. N,G FB98 N.S FB98 A COLUMN LINE 5 ONLY N LJ 6 CROSS SECTION AT FRAME LINES "4" AND 75" BUILDING "A" GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECDON). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELE✓A DON. BOARD OF APPEALS SP CONMIU07,,N r" 7ROL por i50 OSAc Ssc. StEA A fn!,y Ilr I n;O ldarsed earl ?9:i Pz;;v,::+OnSltc- usrv;'gCur,Si: Bn em APR 6A _ DA DE luoQ'IL y A 12 w 5_0 FB98 FB98 FB98 FS, N.S F398 _ F998 F.S. N.S. FB98. dD cb CROSS SECTION AT FRAME LINE 7'6" BUILDING "A" F NOTES EARANCES SHOWN ARE APPROXIMATE AND OUE TO CONDITIONS (DEFLECTION). CLEARANCE DIMENSIONS AR£ FROM LOOR REFERENCE ELEVATION. BOARD OP APPEALS Casad-----V SP CONSCSUCTION CC TROL per7d0 (Im 5s¢ 416.0 s1k A Co, _rrsetJ Pal J.�'tiP APk 1� 4 2U60 U- .._.__... 1 I � a L� r L{ W ^4350 a a�� J' 12 12 1� _ �1 i M u � 5'—D 5'-0 4"-4j FB93 F5. FB93 FB93 ES. N.S. FB93 N S. dD Cb CROSS SECTION AT FRAME LINE "7" BUILDING "A" GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. BOARD OR APPEALS Case k_ V SP CON�,TRUGO ON C' 'ROL per760Cro,P Sec. 116.0 r'�y, sip-{1i+r f��3E3 o' t U '¢ �r 10'SP,e c Oc Si§a , Cate—_3P8.0.4.pp90.__._... Hrq M r�aus 3 No nQco ?O Sf(�Si TEGa4W 5P Y 12 +�- Iz M W I 5•_Gx a.you a'—s q _a, f .l F891 N.S. F691 F991 N.S. N.S FBgI Nc b CROSS SECTION AT FRAME LINE "8" BUILDING "A" EFINISHED OTES RANCES SHOWN ARE APPROXIMAIDUE TO CONDITIONS (DEFECTION) EARANCE DIMENSIONS ARE FROM OOR REFERENCE ELEVATION. BOARDOFAPPEALS Case N__u SP CONS-RUCTON C' 7'ROL per780CMR Sec.116.0 rp ;Ef€'?aT;y' .Ai r dpcsed Ape 0 1 2060 ,2 5'_0 IF�U 5"-0 5'_O 41 PANEL X 2A )5 BLD'G. PANEL X 25"-81 F888 N.S. FB94 N.S. .� m T86 S. RYW1 A A I mh 02 � U U W_ V W ^I N ry N O bW 02 BOARD OF APPEALS I N Case# V SP L CONSTRUCTION C' ROL IN. FL per730CMR Sea 116.0 EV. ,I)DIN OF PARWO'wTH a D'-10 R i't"'LISf PLAN - A Guay OE'Tnis EndaIi Plsn 'Ast Be Kert Or TAR GL:=ring Canshust5l 30"-0 Date 41A0O--- b �x CROSS SECTION AT FRAME LINE 2" 4 BUILDING ""B" NY KLe CIVNO. a9= e GII NOTES LEARANCES SHOWN ARE APPROXIMATE AND Y DUE TO CONDITIONS (DEFLEC➢ON). F FINAL DWC'S. r�RWAL NO. roB CLEARANCE DIMENSIONS ARE FROM ._ STAR BUILDING SYSTEMS "0 Box 9481099 B 53530 FLOOR REFERENCE ELEVATION. P flafiertsen Cem Cam pony DKILA(405) OMA636 CITY, ON )943 (405) fi]6-2010 ME .EF BUILDER: CUSTOMER: - SPLICE BOLT TABLE W W ARMBORG INS SOUTHEAST CONCRETE PRODUCTS _ CONN. OTY SIZE TYPE Wg5HEF5D WA HERS DECKED oAf LR✓ 3/6'�./DO SDMERSET, MA gMA NORTH DARTMOUTH, MA A (4J X ,: A325 B&N D.0 O NOT TO SCALE ORA NG OCT El 71L PURLIN CLIP CL268 PURLIN WEB STIFFENER DESIGN. J A325 BOLTS WHEN REQUIRED STIFFENER DESIGN. SEE ERECTION DRAWINGS CLIP CL255 CLIP CL2]3 FOR LOCATIONS AS OENORD i;" A325 BOLTS BY THE SYMBOL 0. RAFTER EA E STRUT COLUMN DETAIL AT EA LYE DETAIL A" (SIMLLAR AT HIGH SIDE SINGLE SLOPE) £ALE CLIP CL255 d"m X $" A325 BOLTS CLIP CL268 CLIP CL273 SHEETING CLIP PC30 STRUCTURAL CLIP CL205 -� SCREW (TIP) OR PC� mom' II:';i/ CLIP PC3 CLIP PC30_� STREW (HP) OR PC9_ REVISIONS ROD BRACE COLUMN ROD BRACE PURLIN WEB STIFFENER CL204 (SEE DETAIL "A) °mo DETAIL '"B" BURN HOLES 1N 6^TRTS GUIDED FOR ROD BRACE GIRT CHANNEL GIRT (IF REQUIRED, MAY FACE UP OR DOWN. REFER TD ERECTION DRAWINGS) NOTES ROD BRACE LIN NTT -ROLL CLIP CL203 HEN REQUIRED BY DESIGN. E£ ERECTION DRAWINGS 9R LOCATIONS AS DENOTED Y THE SYMBOL ♦. RAFTER PURLIN - (TYPiCAL) ROD BRACE PURLIN .- WHO PLATE FACTORY WELDED TO RAFTER FLANGE RAFTER DETAIL "G" m FLANGE BRACE ROD BRACE SLOPE WASHER FLAT WASHER HEX NUT BURR THREADS A, FINAL TIGHTENING DETAIL AT ROD BRACE CONNECTION ROD BRACE ROD BRACE ANCHOR CLI12 FOR m7 0 THRU 3"0 RODS CL 113 FOR W"0 THRU 170 RODS SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT SIZE AND LOCATION. DETAIL AT ROD BRACE ANCHOR THIS DRAWING IS NOT TO SCALE FLANGE BRACE PEAK POPLIN BE PC30_ ANTI -ROLL CLIP CL208 REQUIRED AT THIRD POINTS OF EACH BAY (SEE DETAIL "B) FOR 4: 12 OR GREATER ROIIIF SLOPES ON 60'-0 OR GREATER BUILOIsC WIDTHS (NOT REQUIRED WHEN SAG STRUTS OR SAG STRAPS ARE USED)/ (2) STRUCTURAL STREWS AT EACH ENO SI I "1\ ®: ® ° OPTIONAL INSULATION TRIM NP£T ° m m #FLANGE BRACE (TRIM MUST BE INSTALLED BEMIRE PEAK PURLIN LIES) ROD BRACE - NOTE: PURLIN LAPS MAYy VARY IN LENGTH AND MAY NOT -' NECESSARILY BE $HE SAME ON EACH SIDE OF THE ROD BRACE RAFTER. SEE EREe TION DRAWNGS FOR LAP SYMBOL AND 2-SECTION LIAp TABLE. LAP SYMBOL CAP SYMBOL 2 LAP BOLTS MUST BE INSTALLED AT ENO OF LAPURLIN DO NOT INSTALL BOLTS HERE UNLESS P CLIP CEGJ,, CL204, C1277, OR FACTORY WELDED WING PLATES ARE REQUIREO. 0 O 000 o1i 0 RAFTER U tILIZE BOTTOM HOLE FOR BOLTING -A`� ®'s+ FLANGE BRACE MAY BE REQUIRED UP FLANGE BRACE FLANGE BRACE ON ONE OR BOTH SIDES OF RAFTER ^O O O^ SEE ERECTION DRAWINGS FOR LOCATION O ALTERNATE FLANGE I BRACE ATTACHMENT -0 3'-0 -. DETAIL AT ROBLIN. NOTES 1, ALL ROL IS TO BE ir0 X IJ" A30Z COLUMN UNLESS NOTED. ALTERNATE FLANGE BRACE ATTACHMENT 2 POROUS MAY BE 89L ITO TO A WING O O O o 0 0 PLATE FACTORY WELDED TO THE FRAME FLANGE (SEE DETAIL "C) FLANGE BRACE MAY BE REQUIRED CLIP CL205 "��' ON ONE OR BOTH SIDES OF COLUMN. OR m. `^w SEE ERECTION DRAWINGS FOR LOCATION. PC9_ BOLTING RECOMMENDA 77ONS IN ACCORDANCE WYTH "SPEGIFTCARON FOR — — — f- _ — — — — — — — — STRUCTURAL JOINTS USING A325 OR A490 O O O BOLTS" THE "TURN OF THE NUT" METHOD �O0 OF TIGHTENING IS STAR STANDARD. WHEN Oil 0 REQUESTED BY THE CUSTOTJ£R, "CALIBRATED --- - __ _ __ ___ WRENCH WITH WASHER UNDER THE TURNED - ELEMENT" MAYBE UTILIZED. GIRT GIRT BOARD OF APPEALS STRUCTURAL ]e ' AT CL205 UTILIZE INSIDE Case #= V SP SCREW (T1P) HOLE FOR BOLTING SHEETING 3'-0 UP FLANGE BRACE CONSTBUCTiONC'. 7ROL CLIP PC30_ per760 GMa 9,;c. i96.0 DETAIL AT GIRT _y, R[�i1i3Tt$ CZEE GIRT HANNELL GIRHTOWN SIMILAR) - it Amy Q{ ig (nraCTSE"3 Nri Most He ep( 6a Sipe MZNr By o. 6wln8 GmstroclIon HER INK R3BY DA� STAR BUILDING SYSTEMS As 12 12.00 RB FRAMING DETAILS a Robertson Ceca CDM , ,—� WITH as v r� FLUSH COLUMN 7014198 CLIP CL257 EAUE STRUT I LO E C/O 268 III C 6 0 X ia" A325 BOLTS COLUMN DETAIL AT EA VE (SIMILAR AT HIGH SIDE SINGLE SLOPE) CLIP CL255 z"0 x IX. A325 BOLTS CLIP OL268 PURLIN PURLIN PURLIN WEB STIFFENER CL204 ANTI —ROLL CLIP CL203 WHEN REQUIRED BY DESIGN WHEN REQUIRED BY DESIGN. SEE ERECTION DRAWINGS SEE ERECTION DRAWINGS FOR LOCATIONS AS DENOTED FOR LOCATIONS AS DENOTED BY THE SYMBOL BY THE SYMBOL ♦. RAFTER RAFTER DETAIL "A" DETAIL "B" DETAIL "C" PURLIN 1 °0o h PURLIN WEB STIFFENER CL204 (SEE DETAIL -A-) ° 0 0 °00 A ROD BRACE RAFTER COLUMN NOTES GIRT ROD BRACE ROD BRACE 4ANNEL GIRT REQUIRED, MAY FACE ' OR DOWN. REFER TO 2ECTION DRAWINGS.) 1 t ' b\ FLANGE BRACE ` ROD BRACE ROD BRACE SLOPE WASHER FLAT WASHER HEX NUT E.'. '/ BURR THREADS Ai TER FINAL TIGHTENING DETAIL AT ROD BRACE CONNECTION ROD BRACE ROD BRACE ANCHOR CL112 FOR I "O THRU 3"0 RODS CL113 FOR M"0 TBRIL 1"0 RODS SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT SIZE AND LOCATION. DETAIL AT ROD BRACE ANCHOR THIS DRAWING IS NOT TO SCALE. PURLIN !- WING PLATE FACTORY WELDED TO RAFTER FLANGE RAFTER A 1 1 I FLANGE BRACE ANTI -ROLL CLIP CL203 (SEE DETAIL "B ) 1 ROD BRACE NOTEPURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF THE ROD BRACE RAFTER. SEE ERECTION DRAWINGS FOR LAP SYMBOL AND IZ_SECPON LAP TABLE. LAP SYMBCOL LAP SYMBOL BE DO NOT INSTALL BOLTS HERE UNLESS LAP PURLIN CLIP CL2W CL204, CL2J], OR FACTORY WELDED WING PLATES BeAREQUIRED. 000 — — — o BOA 0 O UTILIZE BOTTOM HOLE FOR BOLTING UP FLANGE BRACE FLANGE BRACE I 2 LAP INSTALLED RAFTER PEAK PURLIN RE PC30— REQUIRED AT #1RD POINTS OF EACH BAY FOR 4.12 OR &&EATER ROOF SLOPES ON 60'-0 OR GREATER BUILDING MOTHS. (NOT REQUIRED WHEN SAG STRUTS OR SAG STRAPQ ARE USED) (2) STRUCTURAL SCREWS AT EACR END OPTIONAL INSULATION TRIM NP51 (TRIM MUST BE INSTALLED BEFORE PEAK POPLIN REST \- FLANGE BRACE MAY BE REQUIRED ^o� ON ONE OR BOTH SIDES OF RAFTER SEE ERECTION DRAWINGS FOR LOCATON. o0 o ALTERNATE FLANGE I BRACE ATTACHMENT 1 3'-0 OJETAIL AT PURLIN NOTES 1. ALL BCL IS TO BE i "0 X ta" AJO] COLUMN UNLESS NOTED. ALTERNATE FLANGE BRACE ATTACHMENT 2 PURLING MAY BE BOLTED TO AWING oO 0 PLATE FACTORY WELDED TO THE O o o FRAME FLANGE (SEE DETAIL "C') a FLANGE BRACE MAYBE REQUIRED ON ONE OR BOTH SIDES OF COLUMN, SEE ERECTION DRAWINGS FOR LOCATION BOL TING RECOMMENOA TIONS IN ACCORDANCE WIRI "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 01110 ��\� BOLTS" THE '(URN OF THE NUT" METHOD 'I OF TIGHTENING IS STAR STANDARD. WHEN 0110 O m REQUESTED BY THE CUSTOMER, "CALIBRATED WRENCH WITH WASHER UNDER THE TURNED I - ELEMENT" MAY BE U1)LIZED. CHANNEL GIRT CHANNEL GIRT CLIP CL119 (IF REQUIRED, MAY FACE p0ARD OF APPEALS UP OR DOWN. REFER TO UTILIZE INSIDE I £RECKON DRAWINGS.) 1 HOLE FOR BOLTING C35e 8 V SP 3'-0 UP FLANGE BRACE CONSTRUCTION C'-7ROL per7dOCWR Sec.116.0 OE' FITS (,Fii �i'R DETAIL AT CHANNEL GIRT Ry'."j zflND, Dp LIFO, Copy Of This Endorsed Plan lulust Be Kept On Site bunrig Construction REF FRAMING DETAILS 12 13.07 Ra' °°° STAR BUILDING SYSTEMS ®MTH a Robertson Ceco COMPOny ,\ Big —PASS GIR75 10115198 f ANGLE CL472 ATTACH WITH (2) STRUCTURAIL SCREW AT EACH ENO I O , PORTAL FRAME RAFTER SAG ANGLE KBDIX- AINCH WITH (1) STRUCTURAL I SCREW AT EACH END (TYPICAL) I I I I SECTION THRU SIDEWALL SECT70N THRU SIDEWALL WITH PORTAL FRAME IN GIRT LINE WITH PIPE STRUT IN GIRT LINE ANGLE CL472 ATTACH WITH (2) STRUCTURAL SCREW AT EACH 9WD PIPE (OR. TUBE) STRUT SAG ANGLE KBDIX- ATTACH WITH (I) STRUCTURAL SCREW AT EACH END (TYPICAL) BOARD Ur r{rrtALp Case M_ V SR CON �,IC.IGRC -:,ROL per 7tl0 N. 3 = .116A a rjF- F:+:id mi NEW! A i":Of ITrz Endorsed PuriM"'. Ge K"Y On Site 51)nP9 constrecan FOR BAY LENGTHS 6ETYWEEN 20"-0 AND 30"-0 NOT SHOWN, USE THE IW VALUE FOR THE BAY LENGTH n;,.ta — _ Opp n d Jpf10 CLOSEST TO THE ACTUAL LENGTH. FOR BAY LENGTHS LESS THAN 20'-0 REFER TO ERECTON DRAWINGS REVISIONS BY DATE NOTES Dx.HY DATr ADDED SAG ANGLE PART MARK LEE I R8 LEC p REDRAWN, ENDWALL DETAILS DELETED & ADDED SIDEWALL SECTIONS RGB THIS DRAWING IS NOT TO SCALE K BY DArt STAR BUILDING SYSTEMS As SIDEWALL GIRT BRACING 77.28.02 Wr rH a Robertson Coco company ,\ SAG ANGLES 1/9/00 WE FROM INSIDE I p., SECTION THRU SIDEWALL GIRT SAG ANGLE SPACING BAY LENGTH D_1'-0 22"-0 23'-0W24-Of2q5-026"-0 Z]"-0 28"-0 29"-0 30"-0 2 ROWSB 4, 9 6B-0 B" 5' 4 4 B' B9" 5" 86" 8 8 10'-0 ]"-0 )0" 4 7 4 10'-8 7'-8 1Y-0S"-O B'-0 3 ROWS A B 6" 6 3' 6 l6-9 2-g 7" 0 4' 0 7' 4"-3 3 7' 6 4' 6 J"-9 4"-9 8" 0 5' D 8 5t 3 3 8" 6 5 6 8" 9 5 9 9"-0 1 6"-O 2 ROWS A R A 1 3 ROWS f A B B A ENDWALL ELEVATION VIEWED FROM INSIDE REVISIONS GABLE SHEETING ANGLE TE, ON BUILDINGS WITH A ROOF AGE GREATER THAN 100'-0 WIN RA —RIB ROOF PANEL REFER TO ABOARD ERECTION DRAWING 19.90. R PLACEMENT OF SHEETING ANGLE. i IL ENDWALL GIRT (TYPICAL) NOTES THIS DRAWING IS NOT TO SCALE RA SECTION THRU POST & BEAM ENDWALL WITH FLUSH OR INSET COLUMNS AND SINGLE OR DOUBLE CEE ENDRAFTER FIELD ATTACH WITH (1) 12-24 x fq" 5.0. SCREW SD125T5 (OR SPEC_) (NOTE; AT FLANGE GREAGO THAN j" THICK FIELD DRILL 111"0 HOLE IN ANGLE AND FLANGE AND ATTACH WITH (1) IT 0 X.1a" A307 BOLT) {. SHEETING OR OOUBLE VDRAFTER GABLE SHEETING ANGLE HOT ROLLED OR BUILT—UP PLATE I ENORAFTER I I SECTION THRU POST &BEAM ENDWALL WITH FLUSH OR INSET COLUMNS AND HOT ROLLED OR BUILT—UP PLATE ENDRAFTER BOARD OF APPEALS Case k V SP CONSTRUCrICN•' -ROL peT7600MR S-. 116.0 TOIDN OF DARTMOUTH U URD PLO A Ccpy Of This Endrsed Plan Must Be Kept 6' Site SECTION THRU ENDWALL FOR BAY LENGTHS BETWEEN 20'-0 AND 30'-0 NOT SHOWN, USE THE "S" VALUE FOR THE BAY LENGTH During ConstNetjID RAFTER LOCATED INSIDE OF GIRT LINE CLOSEST TO THE ACTUAL LENGTH. FOR BAY LENGTHS LESS THAN 20'-0 REFER TO ERECTION DRAWINGS. vate _qPR !ppp__ oRGB CHKF( DATE STAR BUILDING SYSTEMS �® ENDWALL BRACING ".29 00 o Robertson Casa company ,\ 5AG ANGLES I/9/00 SIRT SAG ANGLE SPACING BAY LENGTH 0 21'-0 22'-01 23'-0 24'-0 25'-0 26'-0 27'-0 28'-0 29'-0 30'-0 2 ROWS A B J-8 4'-8 8-0 5'-0 B-4 5'-4. 5'-8 fi'-0 6'-4 6'-8 10'-0 7-0 )0'-4 J'-41170 )0'-8 J-8 11'-0 8'-0 3 ROWS A B 8-6 3'-6 8-9 3'-9 J—D. 4'-0 7'-3 4'-3 7'-6 4'-6 7"-9 4'-9 6"—D 5'-0 8'-3 5'-3 8'-6 5'-6 1 8'-9 5'-9 9'-0 6'-0 2 ROWS B A 3 ROWS A 9 B A I I CLIP (OPP, SIDE) — bRIP (THIS SIDE) REFER TO ERECTION DRAWINGS FOR CLIP MARK POST & BEAM ENDRAFTER SINGLE OR DOODLE i COLDFORR,, BUP OR HRW �! `NF o7G�ti z"b A307 OR A325 BOLTS - REFER TO ERECTION DRAWINGS FOR TYPE REQUIRED DETAIL "A" POST & REAM ENDRAFTER TO COLUMN WITH BYPASS GRITS LEAN TO R A REFER TD EREC -. FOR SIZE AND QUANTITY REO'D i U\RP,W{ I 0E NE SLEEU GENERAL DETAIL "B" LEAN-TO RAFTER TO COLUMN WHH BYPASS GIROS Lfgvoj I A325 BOLTS -I REFER TO ERECTION DRAWINGS FOR SIZE AND QUANTITY REQ'D G\�PjN I a �N6 �EC 5 DETAIL "A" BEARING FRAME OR LEAN-TO RAFTER TO COLUMN WITH BYPASS GIRTS LEAN-TO RAFTER A325 BOLTS 'S REFER TO ERECTION DRAWMLSS FOR SIZE AND QUANTITY REGCO II I�„ JNC 6 \USES SSE DETAIL "B" LEAN-TO RAFTER TO COLUMN WITH INSET COLUMNS NOTES THIS DRAWING IS NOT TO SCALE. j CLIP (OPP SIDE) CLIP (THIS SIDE) REFER TO ERECTION DRAWINGS FOR. CLIP MARK POST & BEAM ENDRAFTER SINGLE OR DOUBLE COLDFORM, RUE OR HRW i °'a A307 OR A325 BOLTS -I REFER TO ERECTON DRAWINGS FOR TYPE REQUIRED \NSSI 5ISE LAE DETAIL "A" POST & BEAM ENDRAFTER TO COLUMN WITH INSET COLUMNS LEAN- TO RAFTER A325 BOLTS N p jV REFER TO ERECTION DRAWINGS \� \� FOR SIZE AND QUANTITY REOb I ONC F JSR, S�E1. DETAIL "B" LEAN—TO RAFTER TO COLUMN WITH FLUSH COLUMNS BEARING FRAME ENDRAFTER OR LEAN-TO RAFTER A325 BOLTS � REFER TO ERECTION DRAWINGS FOR SIZE AND QUANTITY RED"D 1 JNfi NS I. 5 DETAIL "A" BEARING FRAME OR LEAN—TO RAFTER TO COLUMN WIN INSET COLUMNS CLIP (OPP. SIDE) CLIP (THIS SIDE) REFER TO ERECTION ORA WINGS FOR CLIP MARK POST & REAM ENDRAFTER SINGLE OJR DOUBLE COLDFORM, TBUP OR HRW z"0J A307 OR A325 BOLTS - REFER TO ERECTION DRAWINGS FOR TYPE REQUIRED I F N5N SdEE� DETAIL "A" POST & BEAM ENDRAFTER TO COLUMN WIN INSET COLUMNS BEARING FRAME ENDRAFTER OR LEAN-TO RAFTER i i— — _ _ _ _ — — — — — _ _ / — — — — — — / �D£TAIL "A" DETAIL "B" DETAIL "A" (REV) I� L / I / I LEAN—TO CONNECTION DIAGRAM Pa N5\ON � oaEB, o. CHK a. °° STAR BUILDING SYSTEMS a Robertson Coco company , A325 BOLTS G /✓ REFER TO ERECTION O BOLTS S l��l \II�III' FOR SIZE AND QUANTITY REQ'D / JNE Y StCE, DETAIL "A" BEARING FRAME OR LEAN-TO RAFTER TO COLUMN N4Wl FLUSH COLUMNS NOTES ALL BOLTS TO BE '"0 X iq" Ad07 UNLESS NOTED, SOL ROD RECOMMENDA NONE IN ACCORDANCE WITH 'GPECIFITATIONS FOR STRUCTURAL JOINTS USING A-J25 OR A490 BOLTS" THE TURN -OF -NUT" WETHOD OF TIGHTENING IS STAR STANDARD WHEN REQUESTED BY THE CUSTOMER, "CALIBRATED WRENCH MITI WASHER UNDER THE TURNED ELEMENT MAY BE UTILIZED. BOARD ()F APPEALS SP CONS"RUCTION Cf...: TROL per700OMR Sec. 1160 g s rkD 03 FIANI A. Copy C`TNs Endorsed Piers Muss 3L K'p� (LI STE LEAN—TO RAFTER I 731.03 CONNECTION DETAILS 9/OS/99 PURLIN STRUT — (WHEN REQUIRED) 'f/_ SAVE STRUT CLIP CL269 (4) z0 X H A325 BOLTS CABLE CLIP CL417 (0 12 - 1: 12) RAFTER CL418 (1 . 12-392) GIRT TERM CL419 (3 I2-512) z0X lI A325 BOLTS CORNER COLUMN UNLESS NOTED LOW SAVE CORNER DETAIL Om�IV20 INGS WHY A ROOF THAN 100'-0 WITH PANEL REFER TO TION DRAWING PI RO T OF SHEETING ANGLE. SHEETING ANGLE 20 ( E-5) IN PURLIN STRUT V21 (16""' 0) (WHEN #EZI ED) V22 (10' 9) EA VE PMUI CLIP CL269 A3250BOLT (4) 10 X ij A325 BOLTS PURLIN ANTI -ROLL CLIP CL203 (WHEN REQUIRED) T SEE ERECTION DRAWINGS BRIDGE CLIP CLIP CL247 FOR LOCATION CL660 (112.12) FOR 8 1/2" & 0" PURLINS CL661 (1: 12) FOR B 1/2" & 10"PURLINS CL662 (2: IS) FOR 8 1/2" & IOx POSTING o p p CL663 (3 IS) FOR B 1/2" PURLINS p LL5� ® CL664 (3: 12) FOR 10" PURLINS LGABL�T -_- FOR 8 �/PURLIN9IN5(WHEN _____ FLANGE BRACE CL666 (4: 12f FOR 10 REQUIRED) OR SEE ERECTION ORAIMNCS ®� PC6FOR LOCATION AND li i ,tom GABLE GIRT PART MARKS ®Y - VARIES (WHEN REQUIRED) WEB STIFFENER CL204 PURLIN (WHEN REQUIRED) -�'.^�£ CLIP CL204 CL204 SEE ERECTION DRAWINGS (WHEN GABLE GIRT DETAIL FOR LOCATION I ' GABLE GIRT DETAIL AT PURLIN z .mil FI,L _ _ -- — SHEETING ANGLE WIN (?) STRUCTRUAL AT EA 1/E STRUT -' = SCREW AT EACH ROOF PURLIN STRUT MEMBER PURLIN (WHEN REQUIRED) (T)PICAL) (2) 10 X I, a _ BRIDGE CLIP A325 BOLTS WITH WASHERS ON 11 0 A , RAFTER (2) 210 X h A325 BOLTS TOP SIDE ONLY �� (2) j0 X la A325 BOLTS WITH WASHERS ON TOP SIDE W M WASHERS LOCATED AS IO _ S SHOWN CABLE GIRT ILO 01 (4) j0 X 1 (WHEN REQUIRED) A325 BOLTS ICI CLIP '0 x 1� (2) 10 X Ij A325 BOLTS A325 BOLTS WIN WASHERS LOCATED AS (4) 10 X 1 + O u20] I 0 ® UNLESS NOTED SHOWN A325 BOLTS O CLIP WITH STRUCTURAL SCREW I/4 t X (UNLESS NOTED) A T EACH END CLIP CL210 BRIDGE CLIP OR CL212L (SHOWN) LE PC11OR (SHOWN) CL272R (OPPOSITE) PC11_R (OPPDSIIE) PCS_L ( (SHOWN) COLUMN PCS_R (OPPOSITE) GABLE GIRT CLIP (WHEN REQUIRED) CL215R (SHOWN) CL215L (OPPOSITE) OR PC2_R (SHOWN) PC2_L (OPPOSITE) OL237R (SHOWN) II C'L2371 (OPPOSITE) Ill\IIIIII�1m',P�yl "II'II Il OR PC]_L (SHOWN) IRBZ_R (OPPOSITE) - CORNER COLUMN IRT DEPTH - RAR/ES CLIP PART NOI£ & REWELE ANCHOR BOLT No1E (1) STRUCTURAL SCREW AT EACH END (TYPICAL) SHEETING CUP CL20Z OR PC29 By I DATE I NOTES (2) i0 X 1s A325 BOLTS - WM WASHERS LOCATED AS RAFTER SHOWN CL270L (SHOWN CL27OR (OPPO 17T) GIRT COLUMN SECTION AT SLOPE (1) STRUCTURAL SCREW VARIES AT EACH END PURLIN CLIP CL204 'LIP CL207 (WHEN REQUIRED) SHEETING ANGLE WITH (�) STRUCTRUAL SCREW A, F EACH ROOF II MEMBER w BRIDGE CLIP COLUMN GIRT O I im X iq A325 BOLTS 10 MIS WASHERB LOCATED AS (4) 10 X 13 SHOWN A325 BOLTS (4) j0 X Iq (UNLESS NOTED) A325 BOLTS O O CLIP OL210 RAFTER OR PC1I1 (SHOWN) (4) 210 X 13 PCIT 9 (OPPOSITE) A325 BOLTS GIRD DEPTH (UNLESS NOTED) COLUMN _ NOTES: T ALL BOLTS ARE 1"0 X 141 A307 BOLTS UNLESS NOTED, 2. PURINS MAY REQUIRE BOLTING PURLIN WEB TO A WING PLAIT FACTORY WELDED TO RAFTER FLANGE. THIS DRAWING NOT TO SCALE `GIRT — FLANGE BRACE. COLUMN (WHEN REQUIRED) ALTERNATE FLANGE MAY BE LOCATED ON ONE BRACE ATTACHMENT OR BOTH SIDES OF COLUMN ANCHOR BOLT REFER TO o SEE ERECTION DRAWINGS FOR UN NOT INSTALL BOLTS HERE LOCATION AND PART MARKS. ANCHOR BOLT SETTING UNLESS CL2J] OR WELDED PLAN FOR ANCHOR BOLT WING PLATE IS REO"D fL .�� SIZE, QUANTITY AND LOCATIONS) BOARD OF APPEALS — —a O 4 O b Y b 01 k m > a Case# V SP 090 O 1 Ol 0,.1 0 CONE"RUCTIONC— TROL SECTION AT CENTER COLUMN per-160CMP Sec.00.0 VARIES VARIES 1 BOLTING RECOMMENDA BOND I a'rn pi(T^O ror 3- 0 3- 0 IN ACCORDANCE WIN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASM A325 OR A490 BOLTS" THE COB u/ TiLs E :Horsed DETAIL AT GIRT "TURN —OF NUT" METHOD OF TIGHTENING IS STAR STANDARD. WHEN REQUESTED BY THE CUSTOMER, CALIBRATED WRENCH WIN WASHER UNDER ME TURNED Lu[t¢g CopStiuL%iPq ELEMENT" MAY BE UTILIZED. i..,., .— NPR 0 4 2000 oRN, BY IE DLO.77 on Re 77 DA� STAR BUILDING SYBTEMS BEARING END FRAME WITH XDS a Robertson Veen company, ,\ BY PASS GIRT$ 1T/29/9B PURLIN STRUT 2 2 (WHEN REQUIRED) K 2 €AWE STRUT R R - m p EA WE STRUT FLIP CL269 (4) 10 X 1 A325 BOLTS _ 0 GABLE GIRT V RAFTER GABLE CLIP GIRT DEPTH CL417 (0: 12 - T. 12) m X is CL418 (I+:12-3: 12) A325 BOLTS CL419 (31: 12-5: 72) CORNER COLUMNLi UNLESS NOTED GABLE GIRT DETAIL LOW EA SE CORNER DETAIL AT SAVE STRUT FLANGE BRACE "MV20 INGS WITH A ROOF (WHEN REOUIREO)_� THAN 100"-0 WITH SEE ERECTION DRAWINGS FOR LOCATION AND OURA—RIBSTANDARD PANEL REFER 9. PART MARKS TION DRAWNG 19.90. T OF SHEETING ANGLE. SHEET/N' 5ANGLE ) V20 (5-5) PURLIN STRUT V21 (IN-0) (WHEN REQUIRED) � V22 (IN-9)WE EAS]RUT1 CLIP (1) 1 X i3 A325 BOLT (4) 210 X 13 A325 BOLTS CLIP CL215R OR PC2 R GABLE GIRT (WHEN SEQUINS) 00, RAFTER POPLIN CLIP CL24] GABLE GIRT (WHEN REQUIRED) GABLE GIRT DETAIL POPLIN STRUT (WHEN REQUIRED) ANP-ROLL CLIP CL203 (WHEN REQUIRED) SEE ERECTION DRAWINGS PURLIN FOR LOCATION (TYPICAL) — A325 BOLTS WITH WASHERS OA � TOP SIDE ONLY (2) 210 X 14 A325 BOLTS WITH WASHERS LOCATED AS SHOWN CL270L (SHOWN) CL27OR (OPPOSITE) EAUE STRUTr dm X 14 A.5i25 BOLT � CLIP CL269 WEB STIFFENER CL204 (WHEN REQUIRED) (4) 210 X 13 SEE ERECTION DRAWINGS A325 BOLTS FOR LOCATION �+ 0 Am X I R A325 BOLTS ® � { UNLESS NOTED / - (2) z0 X 13 A325 BOLTS to, WITH WASHERS LOCATED AS SHOWN im X 1; CLIP A325 BOLTS CL215L UNLESS NORD OR BRIDGE CLIP PC2_L CLIP CL210 CL212L (SHOWN) OR PCH_L (SHOWN) CL212R (OPPOSHE) OR PCi1_R (OPPOSITE) pC5_L (SHOWN) CLIP PC5-R (OPPOSITE) CL23A OR t PC]_R I (7) STRUCTURAL SCREW \ AT EACH END "ap CL20] GIRT CORNER COLUMN CLI (WHEN SHEETING CLIP CL20] OR PC29 (4) 2m X T4 A325 BOLTS (UNLESS NO, COLUM PURLIN RAFTER EA RE STRUT CLIP CL269 (4) j0 X 13 A325 BOLTS A325 BOLTS GIRT HER IN UNLESS N0TE0 CORNER COLUMN HIGH SIDE CORNER DETAIL SHEETING AISLE WITH (2) SFRQCTRUAL SCREW AT EACH ROOF MEMBER BRIDGE CLIP CR 20 X 143 A325 BOLTS MITI WASHER? ON TOP SIDE 4) z0 X 1a 4325 BOLTS CLIP CLIP CL20] WM STRUCTURAL SCREW AT EACH EAQ CLIP CL270 \ COLUMN LJ TTDEPTH ,a VARIES GIRT l® (1) STRUCTURAL SCREW AT EACH (jLIP ::4 END. (TYPICAL) GL23]R - ANCHOR BOLT (REFER TO OR d ANCHOR BOLT SETTING PF7 L PLAN FOR A/4CHOR BOLT FLANGE BRACE SIZE, GUANRITY AND LOCATIONS) SHEETING CLIP COLUMN (WHEN StEQUIREO) CL207 GVDE ALTERNATE FLANGE MAYBE LOCATED ON ONE _ OR DfP BRACE ATTACHMENT o OR BOa SEELOCERECTION SIDES ORF COLUMN FOR CORNER COLUMN PC29 DO NOT INSTALL BOLTS HERE a% N ANDION PART MARKS T 4 M y UNLESS CL277 OR WELDED WING PLATE IS REND �® SECTION THRU ENOWALL — — a o o Oj a BOARD OF APPEALS O 11J0 060 Case #`—V SP DEPTH PA fS NOTES O 2 SALL BOLTS MAY REQUIRE BOLTING PURLIN WEB TO A CCN�`RU� IO.NC TROL por TSOC^ s Ssc 116.0 VARIES i VARIES � � BOLTING RECOMMENDATIONS ��GIRT 1. ALL BOLTS ARE )"9 X R LCAN BOLTS UNLESS NOIEO. 3'-0 -T IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL A -_T 3'- 1 a pa f.. \ JOINTS USING ARM A325 OR A490 BOLTS" ME WING PLATE FACTORY WELDED TO RAFTER FLANGE "TURN -OF -NUT" METHOD OF TIGHTENING 15 STAR + 1' 4£ &Jorm DETAIL AT GIRT STANDARD. WHEN REQUESTED BY THE CUSTOMER, "CALIBRATED WRENCH WITH WASHER UNDER THE TURNED ELEMENT" MAYBE UTILIZED, APR 0 4 T00� REVISIONS ar onrE NOTES oe,. BY o<re _—..A I CORRECTED CLIP PART NUMBER DEB PB OLD 2 .ADDS SHEETING TINGLE PLACEMENT NOIE & RENSEE ANCHOR DOLT NOTE RGB 0nc er STAR BUILDING SYST SINGLE SLOPE RB DAM EMS THIS DRAWING IS NOT TO SCALE BEARING END FRAME �9.08.02 a Robertson Ceco company WITH ADS I�` BY-PASS GIRTS /zs/9B PURLIN STRUT--� (WHEN REQUIRED) EAVE STRUT CLIP CL269 (4) 10 X is A325 BOLTS EAUR STRUT GABEE GIRT GIRT (WHEN REQUIRED) _-GABLE ABLE CLIP CL4(0.12 - 1:) CL478 18 (i�: 12-3: 12)2) GABLE GIRT DETAIL FRAME RAFTER CL419 (3 :12-5: 12) AT PURLIN GINDEPTH REFER TO FRAME CROSS GABLE GIRT DETAIL SECTION FOR BOLT SIZE AT EAVE STRUT AND QUANRTY WEB STIFFENER CL204 PURLIN STRUT C - FRAME COLUMN (WHEN REQUIRED) (WHEN REQUIRED) SEE ERECTION DRAWNGS ' FOR LOCATION (2) z0 X 1a LOW EASE CORNER DETAIL A325 BOLTS —" WBI WASHERS ON TOP SIDE ONLY NOTE ON BUILDINGS WITH A ROOF PLANE GREATER THAN 100"-0 WITH �.. DURA-RIB ROOF PANEL REFER TO FLANGE BRACE STANDARD ERECTION DRAWING 19.90. FOR PLACEMENT OF SHEETING ANGLE. SHEETING ANGLE -!\ i V20 ( 5-5) PURLIN STRUT V21 (-) V22 (10" TO- 9 -9) 6 w1i (WHEN REQUIRED) 1 CLIP CL259 PURLIN - (TYPICAL) FLANGE BRACE (WHEN REQUIRED) SEE ERECTION DRAWINGS FOR LOCATION AND PART MARKS. CLIP CL210 BRIDGE CLIP OR CL212L (SHOWN) PC11_L (SHOWN). CL212R (OPPOSITE) PC11_R (OPPOSITE) OR PC5_L (SHOWN) �.'� PCS_R (OPPOSITE) 0 (2) 210 X 13 A325 BOLTS WITH WASHERS LOCATED AS SHOWN (2) 210 X 13 A325 BOLTS WITH WASHERS LOCATED AS SHOWN ANTI -ROLL CLIP CL203 BRIDGE CLIP (WHEN REQUIRED) GLOSS (112,12) FOR 8 112„ & TO- PURLINS SEE ERECTION ORAWNGS CL661 (1.12) FOR 8 112" & 1T PURLINS FOR LOCATION CL662 (2:12) FOR 8. 1/2" & 1Q„PURLING CL663 (3: 12) FOR 8 1/2" PURLNS CL564 (3:12) FOR To" PURLINS CL665 (4:12) FOR 8 112" PURLING CL666 (4:12) FOR 10" PURLINS OR PC6_ VARIES __.. PURLIN -� I _ _ ANGLE _ _ _ _ _ WITH (2) RUAL VIM (2) i EACH AT EACH ROOF X iT 1 MEMBER NEMBFR AJ 5 A325 BOLTS CLIP CL210 - BRIDGE CLIP OR PC11_ FRAME /) 10 X 14 A325 BOLTS RAFTER ` yITH WASHERS ON TOP SIDE 5 X iT O A3 A325 BOLTS (2) z0 X 14 DLO O� (4) z0 X is A325 BOLTS - AJ25 BOLTS UNLESS NOTED (2) j0 X 13 -CLIP A325 BOLTS O1 O O - CLIP CL207 - -� WITH STRUCTURAL SCREW T EACH END CLIP CL271L (SHOWN) CLDiR (OPPOSITE) OR PC12-L (SHOWN) PC12_R (OPPOSITE) SEC77ON AT SLOPE AT STRUCTURAL SCREW g AT EACH END VARIES ® ANT ROLL CLIP (2) 210 X Iq A325 BOLTS CLIP CL207 CL203 PURLIN WITH WASHERS LOCATED AS (WHEN REQUIRED) SHOWN SHE€RNG ANGLE CLIP WIN (2) STRUCTURAL CL CLIP (SHOWN) SCREWS AT EACH ROOF (1) If X'4 FRAME WAFTER CL27OR (OPPOSITE) MEWER A325 BOLT COLUMN I® (4) U® X I� L �� GIRT — - A325 BOLTS 0 Q --- Bft100£ CLIP O O GABLE GIRT FRAME RAFTER (2) zI (WHEN REQUIRED) 0 X 1a O A325 BOLTS (4) E0 X 13 CLIP 0 A325 BOLTS CL2157 (SHOWN) CL215L (OPPOSITE) O OR (2) 2F0 X 143 ----- PCT_R (SHOWN) G/RT DEAR RA A325 BOLTS REFER TO FRAME - PC2_L (OPPOSITE) _ -. - -... - _ -- — CROSS SECTON COLUMNFOR BBL IS SIZE AND QUANTITY GIRT P COR OR PC26 �® (i) STRUCTURAL SCREW AT EACH CLIP ENO. (TYPICAL) FLANGE BRACE COLUMN (WHEN LOLREO) COLUMN CL23]R (SHOWN) MAY BE LOCATED ON ONE I ANCHOR BOLT REFER TO CL23]L (OPPOSITE) b GIANT ALTERNATE FLANGE OR BOTH SIDES OF COLUMN. ANINOR BOLT SETTING OR DEP BRACE ATTACHMENT 0 0 0 o SEE ERECTION DRAWNGS FOR PLAN FOR ANCHOR BOLT PC]_L (SHOWN) SHEETING CLIP PC]_R (OPPOSITE) CL207 DO NOT INSTALL BOLTS HERE LOCATION AND PART MARKS SIZE QUANTITY AND LOCATIONS) OR UNLESS CL277 OR WELDED BOARD OF APPEALS FRAME COLUMN PC29 WON PEA IS REBID Case H V SP 0 o O OIl 0 060 O 6 O� OJ b O SECTION AT CENTER COLUMN CONSTRUCTION CC TROL per760CSAR SEe.'116.0 pTH VqA./ES NOTES VARIES VARIES , BOLTING RECOMMENDA DONS "' DE 1. ALL ROL IS ARE i"O X i/ A307 BOLTS UNLESS NOTED. 3"-0 3"-IN ACC0 \ GIRT 2 PURLING MAY REQUIRE BOLTING PURLIN WEB TO A I ✓OINTSORDANCE USING ASTM A325 OR A490 BOLNTH "SPIFICATIONOTS"STMECTURAL ( 5vsElldol,sec WING PLATE FACTORY WELDED TO RAFTER FLANGE. DETAIL AT GIRT TURN -OF -NUT" METHOD OF TIGHTENING IS STAR 7 ;I ci, ale 4 npl On &te STANDARD. WHEN REQUESTED BY THE CUSTOMER, ��I1 � 111„ V� D,i,VL,i1J0 CALIBRATED WRENCH WITH WASHER UNDER THE TDRNEO 5 ELEMENT" MAYBE UTILIZED. I`JI8 APR 0 4 P6�D REVISIONS By DATE NOTES DRY IG YIG oA 1 CONNECTED CLIP PART NUMBER DEB P8 OLD 2 ADDS SW(;ETING ANGLE PLACEMENT NOTE & RENSES ANCHOR BOLT NOTE RGB aK. RA THIS DRAWING IS NOT TO SCALE STAR BUILDING SYSTEMS �® Rlclo WITH Na FRAME 9.7.02 x05 e Robertson Ceco eompornY „ BY—PASS GIRTS 129 198 el_ REFER TO ROOF PANEL CONSTRUC 770N DRAWINGS FOR SECTIONS AND SCREW PLACEMENT AT EA ✓E AND GABLE. OPTIONAL RUBBER FILLER A( STRIP IN I(;I OR RUBBER NG]5 BASE FLASH (SEE SCHEDULE) BASE TUBE INSULATION INSULATION (NOT BY STAR) (NOT BY SEAR) OPTIONAL BASE TUBE RUBBER FILLER BASE ANGLE BTIO STRIP02NG]4 �� BAII (10'-V J OAl2 (20-9) RUBBER PLUG NGJ5 L a BASE FLASH (SEE SCHEDULE) ANCHOR NOT BY STAR BASE ANGLE WALL SCREWS INSULATION STAR) A AGO! BY STAR) AT 5"-]"-5 OC OPTIONAL OPTIONALETAL FILLER No 1 ETAL RIB TUBE HIS RLLER ANGLE V,(NBY NG]I LBA (10'�12 P� LAP SCREW AT EACH SIDEI BASE TUBE SHOWN (SEE SECTIONS FOR OTHER BASE FRAMING) ATTACH OPTIONAL INSULATION TRIM WITH (2) STRUCTURAL SCREWS AT BASE, GIRTS, AND EAUE/GABLE OPTIONAL INSULATION TRIM VY14 FIELD CUT PANELS AS REQUIRED TRIM FASTENERS AT 2'FA O.C. INSULATION (NOT BY STAR) INSIDE CORNER FLASH NCIL TRIM FASTENERS AT 2'-0 OC. SECTION 'A' ATTACH BASE FL SCREW AT EACH AND CENTER RAT INSULATION (NOT BY STAR) OPTIONAL INSULA RON TRIM NAY ATTACH OPTIONAL INSULARON TRIM WITH (2) STRUCTURAL SCREWS AT BASE, GIRT$ AND EAVE/GABLE TRIM FASTENERS J AT 2'-0 O.C. SECTION 'B' BASE FLASH WALL SCREWS ® 5"-J"-5" TRIM FASTENERS AT 2'-0 O.C. FIELD CUT PANELS AS REQUIRED CORNER FLASH NOT BASE FLASH �� V (SEE SCHEDULE) -BASE TUBE BASE FLASH J (SEE SCHEDULE) ANCHOR NOT BY STIR BASE ANGLE INSULATION (NOT BY STAR) OPTIONAL BASE CHANNEL BASE GIRT RUBBER FILLER �I B02 (10 CHANNEL) (SEE FRAMING ELEVATIONS) STRIP N6 7 4 BC3 (f0" CHANNEL) OR RUBBER PLUG ] NG]5 BASE FLASH (SEE SCHEDULE) ANCHOR NOT BY STAR SASE CHANNEL BASE GIRT SECTION `C" BASE FLASH Net NB2 NB3 N34 NB5 OPTIONAL RUBBER FILLER STRIP NGJ4 OR RUBBER PLUG NG]5 INSULATION (NOT BY STAR) BASE ANGLEARIM BF6JT ANCHOR NOT BY STAF BASE ANGLE/TRIM (WESTERN REGION ONLY) SOME) OF APPEALS Case V SP NOTES CONC"RUCTICN C- :7R0 1. SIOEWALL PANEL LENGTH IS EQUAL i0 NOMINAL EA UE "EIGHT.perTBOCNOR Scc.116.0 2 ALL BASE FLASH, RUBBER, FOAM OR METAL RIB FILLERS ARE OPTIONAL ITEMS AND MAY OR MAY NOT BE ON JOB FOR INSTALLATION. eaw' I, 3T 0,'lRThv''(' QTq J. STAR TRIM PARTS ARE PRO CUTTING IN STANDARD LENGTHS O: 4'v;:S p ndopq (NO MAY REQUIRE FIELD CUTTING E LENGTH. ja CO t TbIS FpLlp;g'0 (NOTE! REMAINDER MAY BE REQUIRED AT A DIFFERENT LOCATION) Play iF'S[ Flg f'W?y Qp SILe REVISIONS. BY DATE NOTES °°"' By DA" L� REDRAWN ON IOBD AND CHANGED CORNER FLASH PART NUMBER LEG RB LED L ADDS BASE ANSLE TRIM, FLASH NOTE, FLASH AND PANEL LAPS RB THIS DRAWING IS NOT TO SCALE ".� OAS STAR BUILDING SYSTEMS �` DURA-RIB WALL PANE'6 20.01.06 ._© ADDS "OPT/ONA4- INSULATION TRIM AND CORRECTS NOi£ 2 RB —� — CONSTRUCTION DETAILS a Robertson Coon company ,\a 5130199 LAP STARSEAL SEALANTREWS STARSEAL SEALANT 221" MA15725 MA18725 F--i LAP SCREW IN LINE WITH I PURLIN WEB / ROOF SCREW I SI,DELAP DETAIL LAP SCREW AT EACH MAJOR RIB ENDLAP DETAIL RIDGE CAP NP2 (1: 12) NP3 (2: 12) KRA (3 12) RED (4:12) LAP SCREW AT PEAK SIDELAP RIDGE PANEL U 12) OPTIONAL INSULATION TRIM NP51 NOTE 1, INSULATION NOT BY STAR 2 INSTALL AS INSULATION AND ROOF SHEETING IS BEING LAP SCREW TEMPORARY ATTACHMENT, IF REQUIRED, NOT BY STAR. J. LAP SCREWS ARE NOT REQUIRED, NOR PROVIDED. STARSEAL SEALANT MA18725 i• (PIGTAIL MUST BE IN PLACE) STARSEAL SEALANT MA18725 DETAIL "A" EXTEND TO POINT BEYOUND EAVE STRUT TYPICAL LAP DETAIL NOTE i. THE FASTENER SPACINGS SHOWN ON THIS DRAWING ARE INTENDED ONLY FOR ROOFS SPECIFIED AND ORDERED AS UL-90 RATES. IF THE ROOF IS NOT ORDERED AS UL-90, USE FASTENER SPACING POAPD OF APPEALS AS SHOWN ON DRAWING 35,01, GREG "STAROOF-30* CONSTRUCTION DETAILS" DETAIL "9" 2. ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL C33e # V SP SHAVINGS OR FIELD CUTTING FILINGS AT THE END OF EACH DAY TO PREVENT RUSTING OF THESE PARTICLES CON9TPUGT!ON C' 7ROL J. INDICATED ROOF PANEL MUST BE ATTACHED TO PURLIN STRUTS Per OSC G, sae. D16B ON �- OR ERE} WITH THE SAME SPACING AS USED USES ON STANDARD ROOF PURLINS. T4 )Iryr��ryryQppr P{{RR]]yyE��YipTflS�q$DrypUTH A 19py Of This Endorsed p!ze Most Be Kept On Site outing Construction Cate _--A2R-B4-?JI00—_ REVISIONS I 6v I DATE NOTES N. a. °A 5 REDRAWN ON CAD, ADDED OPTIONAL INSULATON TRIM LEC RB oLEC THIS"IS °RAW'"°'s "°T T° SCALE � STAR BUILDING SY" STEMS At® s -ADDS NPJr LAP � NOTES Re K� e. ^^ STAROOF-90 * 35. 02: 07 RENSES NOTE 3 RB �� * UNDERWRITERS LABORATORIES CLASSIFIED 90 FOR WIND UPLIFT RESISTANCE ONLY. a Robertson Coco company , \ CONSTRUCTION DETAILS 77/29/98 STARSEAL SEALANT MA18725 IN LINE NTH PURLIN WEB EN /LAP SCREW / ROOF SCREW STARSEAL SEALAIVT LAP SCREWS MA 18725 SIDELAP DETAIL ® - STARSEAL. .SEALANT MA18725 DETAIL `A" EXTEND TOO POINT TYPICAL LAP DETAIL BEYOND RAW SMUT T NOTE.' L THE FASTENER SPACINGS SHOWN ON THIS DRAWING ARE INTENDED ONLY FOR ROOFS SPECIFIED AND ORDERED AS UL-90 RATED. IF THE ROOF IS NOT ORDERED AS UL-90, USE FASTENER SPACING AS SHOWN ON DRAWING 35.0E TIRED "STAROOE SO CONSTRUCTION DETAILS" SHARD OF APPEALS DETAIL "D� 2. ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY GRILL V SP SHAVINGS OR FIELD CUTTING FILINGS AT THE END OF EACH 0�5e A�—� DAYTO DAY TO PREVENT RUSTING OF THESE PARTICLES 3 OURA—RIB ROOF PANEL MUST BE ATTACHED TO PURLIN STRUTS OUNSTRUGTION C" T ROL INDICA LED � OR HET NTH IH£ SAME SPACING AS Fer7800AR SGC.116.0 USED ON STANDARD ROOF PURLING. ,'i,T'14RIY 4F PPMRTJI. oLiTU A is cnrmOfi=rk >I� ro+de typl 9n Slte . C ..ciion REVISIONS 0Y DATE NOTES N-a" DA ffm ON CAD LEC RB THIS DRAWING IS NOT TO SCALE oLEC S•TAROOF-9° STAR BUILDING SYSTEMS A® CONSTRUCTION DETAILS 3°, 04.04 RG8 x. e. DATA UNDERWRITERS LABORATORIES CLASSIFIED 90 FOR W/ND UPLIFT RESISTANCE ONLY. FOR a Robertson Deco comparny „ ,SSINCLE SLOPE BUILDINGS 111291,98 TRIM FASTENERS (9) rJUGGR£D SPLICE DETAIL (SEAL SPLICE WITH CAULK) BACK OF NUTTER FIELD CUT TOP OF DOWNSPOUT. TO FIT BEVEL OF GUTTER. USE DOWNSPOUT A5 TEMPLATE TO MARK BOTTOM OF CUTTER DRILL m HOLE IN NUTTER AND FIELD CUT AS SHOWN. BEND TABS DOWN AND A TTACH THE DOWNSPOUTS WIN (3) TRIM FASTENERS. DOWNSPOIJT ATTACHMENT DOWNSPOUT STRAP NKi AT TOP AND BOTTOM OF DOWNSPOUT AND AT EACH SPLICE ATTACH WIN (5) TRIM FASTENERS. ON CAD FIT END CLOSURE INSIDE GUTTER & A TTACH WIN (9) POP RIVET$ SEAL WITH CAULK 1 I / � 1 I ® / / GUTTER END STOP NH25L PTHIS END) )) NH25R (ORO END) f ): 12 NH26L (THIS END) NH26R (OPP END) tr 12 GUTTER END CLOSURE FOR 21 12 AND 1: 12 BEVELS LAP SCREW AT 5—]-5 O/C GUTTER NH1 (10'-2) NH3 (20'-2) f NH4 (IP-2) NH6 (20'-2) f NH] (10'-2) NH9 (20'-2) J GETS (10'-2) ) NH12 (20'-2) ) DOWNSPOUT TO BE LOCA TEO AT THE OF MAJOR RIB OF WALL PANEL BY DATE NOTES KK 1RB THIS DRAWING IS NOT TO SCAT F NO REVISED NOTES PART MARK FIT END CLOSURE INSIDE. FRONT & BOTTOM, OUTSIDE TOP & BACK ATTACH WIN (9). POP RIVETS, SEAL WIN CAULK GUTTER END STOP NH27L (THIS ENO) NH27R (OPP. END)1 2' 12 NH28L (THIS END) NH28R (OPP. END) � 3: 12 NH29L (THIS END) NH29R (OPP. y>4.12 END)J GUTTER END CLOSURE FOR BEVELS GREATER THAN 1: 12 TRIM FASTENER AT EACH GUTTER SUPPORT GUTTER SUPPORT 3'-0 0/C (SEE SCHEDULE) ROOF SCREW AT EACH GUTTER SUPPORT BEAD OF CAULK LAP SCREWS AT 5—]-5 0 EAVE TRIM NGi GUTTER SUPPORT SCHEDULE WALL PANEL ROOF SLOPE 1 12 1112 2:12 3:12 4:12 DURA—RIB NH30 NH30 I NH30 I NH31 NH31 STARMARK NH30 NH30 NH30 NH31 NH3T 3" PANEL NH31 NH31 NH31 NH32 NH32 GUTTER EXPANSION JOINT 0" TO 199'-11 NO EXPANSION JOINT REQUIRED 200'-0 TO 399'-11 ONE EXPANSION JOINT AT MID —POINT. 400'-0 TO 599'-11 EXPANSION JOINT REQUIRED AT 1/3 POINTS. WEN A BUILDING EXPANSION JOINT IS REQUIRED, A GUTTER EXPANSION JOINT 15 REQUIRED AT THE SAME LOCATION. + DO NOT ATTACH GUTTER TO ROOF PANEL AT EXPANSION JOINT, GUTTER SUPPORTS SHOULD BE LOCATED AT EACH SIDE OF EXPANSION JOINTS. DOWNSPOUT SCHEDULE WIN ELBOW STRAIGHT ELBOW DPI ]' S PRO? Al. DP2 9' S DP244 10'-2 OPJ3 45' DP3 il'-5 III MID ONLY MTC ONLY I OP4 13'-5 NK3 10'-0 NK4 72' �.f4S OPS IS NILS 90' LAP SCREWS AT 5-7-5 0 GUTTER TRIM FASTENERS (3) REQUIRED ROOF SCREWS AT 5-7-5 O/C SEC 77ON AT DORA=RIB WALL ELBOW WK4 OR DP19 I- DOWNSPOUT TRIM FASTENERS - (4) REQUIRED TRIM FASTENERS (4) RIGZUIREO ELBOW J NK4 OR OP19 DOWNSPOUT DETAIL AT CANOPY RETURN KK 2112196 '® HK STAR BUILDING SYSTEMS a Robertson Seca company , BEAD OF CAULK LAP SCREWS AT 5—]-5 0 LAVE TRIM NG2 DOWNSPOUT STRAP NK1 BEAD OF CAULK ROOF SCREWS AT 5—]-5 OTC SECTION AT STARMARK WALL ROOF SCREWS LAP SCREWS i� AT5=J-5 0/C AT 5-7-5 OTC EAVE TRIM GOT STRAP NK1 SECTION AT 3" WALL NOTES. 1.) STAR PERIMETER TRIM AND GUTTERS ARE COA T£0 WITH A REMOVABLE PROTECTIVE FILM AFTER PROLONGED PERIODS OF EXPOSURE T2 DIRECT SUNLIGHT THE FILM MAY BECOME BRI%aE AND DIFFICULT TO REMOVE. 2.) TO AVOID SUCH DIERCUL RES, COVER THESE PARTS FROM DIRECT SUNLIGHT AT THE STORAGE SITE AND JOSSITE. REMOVE THE PROTECTIVE RIM DURING ERECTION OR IMMEDIATELYAFIER. R) STAR TRIM PARTS ARE PROVIDED IN 2TANDARD LENGTHS AND MAY REQUIRE FIELD CUTTING TO LENGTH. (NOTE, THE REMAINDER MAYBE REQUIRED AT DIFFERENT LOCATION) 4) ROOF AND WALL PANELS SHOULD BE CLEANED OF ANY DRILL SHA NNGS OR FIELD CUTTING FILINGS AT THE END OF EACH DAY TO PREVENT POSTING OF THESE PARTICLES BOARD OFgppEgtS Case "— v SP CONSTRUCTION C:'LTROL per 78l Civl a g16,G IV i"r `' nl 1I iY I +� IS 0$ SCd 1 1 P 0a SItC 5 D. stwctlan 35.06.07 GUTTER DETAILS DURA—RIB ROOF s/Gs/ss ., TRIM NG3 NOTES THIS DRAWING IS NOT TO SCALE M - BIRD STOP NL25 FIELD CUT AND ATTACH WITH LAP SCREWS CAULK � BIRD STOP NL25 FIELD CUT AND ATTACH TWIN LAP SCREWS CAULK' A3 `\ n CORNER BON NL22L (SHOWN) NL22R (OPPOSIT BIRD STOP NL25 I FIELD CUT AND ATTACH WITH LAP SCREWS CAULK \� BOARD OF APPEALS FIELD CUT TO Case #_.. v SP FIT GUTTER CONSTAUCTICNCIC TROL per7&)CAAR Ssc.916.0 A Capp of i 7C Endased °ien �•1_ '[d lr SIE L'JYifL �,OIiS:IUCiIdf: D,PI APR 042000__ LEG DATEEAVEIGABLE i.a. °°iZ STAR BUILDING SYSTEMS 3 CORNER DETAILS 5.16,05 � ,� WITH GUTTER a Robertson Ceco company, DURA—RIB ROOF 117197 GABLE END STOP NL27 (FIELD CUT TO PANEL PROFILE AND FRONT OF GABLE TRIM. INSTALL UNDER ROOF PANEL AND OVER GABLE TRIM. ATTACH WITH (4) LAP SCREWS AND SEAL WATER TIGHT WITH CAULK.) FIELD TRIM MAJOR RIB STARSEAL MA18725 LAP SCREW 7-0 O.C. GABLE TRIM (FIELD CUT TOP OF TRIM TO CLEAR ROOF PANEL AND MITER END AT WALL) DETAIL WITHOUT GUTTER OR EAVE BOX TRIM LAP SCREW (3 REQUIRED THRU GUTTER END STOP) GABLE END STOP NL27 (FIELD CUT TO PANEL PROFILE AND FRONT OF GABLE TRIM. INSTALL BETWEEN PANEL AND SAVE GUTTER AND OVER GABLE TRIM. ATTACH WITH (4) LAP SCREWS AND SEAL WATER TIGHT WITH CAULK.) LAP SCREW 5-7-5 O.C. STARSEAL SEALANT-7 MA18725 FIELD TRIM MAJOR RIB LAP SCREW 2'-0 D.C. GABLE TRIM (FIELD CUT FACE OF TRIM TO CLEAR LAVE BOX TRIM) CABLE END STOP NL27 (FIELD CUT TO PANEL PROFILE AND FRONT OF GABLE TRIM, INSTALL BETWEEN PANEL AND SAVE BOX TRIM AND OVER GABLE TRIM. ATTACH WITH (4) LAP SCREWS AND SEAL WATER TIGHT WITH CAULK.) � LAP SCREW 1'-0 O.C. RIB FILLER NG77 OEM WINIS / M LAP SCREW EA VE BOX TRIM INSIDE CORNER BOX NL24 TRIM FASTENER A A (9 REQUIRED) DETAIL WITH EAVE BOX TRIM FIELD TRIM MAJOR RIBS/ 4 E STARSEAL SEALANT MA 18725 LAP SCREW GUTTER END S DP GUTTER 2'-0 O.C. (CAULK AT GABLE TRIM) GABLE TRIM SAVE GUTTER (SHOWN) INSIDE CORNER (FACE BOX TRIM SIMILAR) a' BOX NL24 TRIM FASTEENER INSIDE CORNER BOX GABLE TRIM (FIELD CUT (9 REQUIRED) NL24 FACE OF TRIM TO CLEAR ®, ® TRIM FASTENER SAVE GUTTER) A (9 REQUIRED) BOARD OF APPEALS A Case # Y SP BOTTOM VIEW OF CORNER dONSTRUCT oN C.-. TROL Sac. 516.0 DETAIL WITH GUTTER per7804n4P I C?S M CF CARPt4,°1EETS9 PrCORD PLAN A Ccpy Of This Endorsed Plan Must Be Kept on site Burl construction Czfe NPR_ U_ 42_ 00� 0 REVISIONS By DATE NOTES DRN,a. DArE 1 GENER L REVISION �R LEC i 2 94 THIS DRAWING IS NOT TO SCALE D ao 2 CHANGE TO NEW PART NUMBER SCHEME 041 STAR BUILDING SYSTEMS _ A® INSIDE CORNER DETAILS 35. I8.03 . 3 UPDA fE CAD FILES LEC RB _�� a Robertson Ceco company AT LOW EA VE 1�1�97 DURA-RIB ROOF e OF CAUL�, ! OUS BEAD , LE SCREWTURAL 0 COLOR MATCHED WALL SCREWS THRU FACTORY PUNCHED HOLES IN JAMBS SUPPORT COLUMN (REQUIRED FOR GIRT LOCATED WITHIN WINDOW OPENING) 'EOUIRED BY DESIGN) TI£LD CUT JAMBS WHEN MUL IIPLE )GATED WITHIN WINDOW ARE USED AND ATTACH WITH COL ATTACH TO SUPPORT MATCHED WALL SCREWS TO JAMB GIRT FIELD CUT UNLESS SUPPORT JT07 IS FACTORY �LLOCARD. I (I III OUTSIDE RUBBER FILLER ry LAP SCREWS 0 2"-0 B, C. WALL SCREWS 9 5"-7"-5" O.C. LEFT JAMB BASE TRiM INSTALLATION PROCEDURES DETAIL "A TYPICAL CENTER MULLION AT MULTIPLE UNITS 1. SHEETING FROM LEFT TO RIGHT. INSTALL WALL PANELS UP TO BUT NOT PAST DESIRED LOCATION OF THE LEFT WINDOW JAMB. OF THE LEFT WINDOW JAMB A IF AJOR RIB OF LAST INSTALLED PANEL F AT TEMPO LOCATION INSTALL LEFT JAMB SUPPORT JTO] AT THE CENTER OF THE MAJOR RIB BY ATTACHING TO GIRT ABODE OPENING WITH A WALL SCREW SEE RETAIL AT JAMB SUPPORT ). ,UQ IF MAJOR RIB OF LAST INSTALLED PANEL IS i"-0 OR 2'-0 AWAY FROM THE DESIRED�AJOR RIB OF LAST INSTALLED PANEL IS "-0 OR -0 AWAY FROM THE DESIRED LOCAPON�F THE LEFT WINDOW JAMB, MEASURING FROM THE CENTER OF THE MAJOR RIB LOCA IT AND INSTALL LEFT JAMB SUPPORT JTOI BY ATTACHING TO GIRT ABOVE OPENING WIN A WALL SCREW (SEE "DETAIL AT JAMB SUPPORT") THE I'-0 OR 2'-0 NECESSARY TO PLACE LEFT WINDOW JAMB AT DESIRED LOCATION. FIELD CUT A OPENING _ FOR ME WINDOW IN NEXT PANEL TO BE INSTALLED. INSTALL CUT OUT PANEL ATTACHING AT BASE I RAMING GISTS, AND SIDELAP. 2: SET RIGHT JAMB SUPPORT "JT07" IN PLACE BY HOLDING WINDOW NOMINAL OPENING WIDTH FROM CENTER OF LEFT JAMB SUPPORT TO CENTER OF RIGHT JAMB SUPPORT SET SUPPORT AND ATTACH TO GIRT ABOVE OPENING WITH WALL SCREW TO GIRT (SEE "DETAIL AT JAMB SUPPORT"). USE SAME PROCEDURE TO SET ALL ADDITIONAL JAMB SUPPORTS REQUIRED FOR SIDE BY SIDE INSTALLATION OF MULTIPLE WINDOW UNITS 3. INSTALL ANY FULL MOTH FACTORY CUT PANELS (OR FIELD CUT PANELS) REQUIRED BELOW WINDOW IMIH MAJOR RIB LAPPED OVER MAJOR RIB OF LAST INSTALLED PANEL AND ATTACH WITH LAP SCREWS AT 2'-0 O.C.. ATTACH AT BASE FRAMING WIN WALL SCREWS. 4. (A) IF &AJOR RIB OF LAST INSTALLED PANEL TERMINATES AT RIGHT JAMB SUPPORT "✓T0]", INSTALL NEXT PANEL WIN MAJOR RIB LAPPED OVER AND ATTACHED OF BELOW OPENING WITH LAP SCREWS 2'-0 O.C. AND AT BASE FRAMING WITH WALL SCREWS . DE IF MA✓OR RI8 OF LAST INSTALLED PANEL FALLS SHORT OF RIGHT JAMB SUPPORT "JT07", FIELD CUT A OPENING FOR THE WINDOW IN THE NEXT PANEL TO BE INSTALLED. INSTALL CUT OUT PANEL ATTACHING AT BASE FRAMING, GISTS AND SIDELAP "ONLY" BELOW OPENING WITH LAP SCREWS AT S—P OC, ATTACH AT BASE FARMING WITH WALL SCREWS. 5. SET WINDOW IN PLACE. LEVEL WINDOW AND ATTACH TO JAMB SUPPORTS THROUGH FACTORY PUNCHEO HOLES IN WINDOW FRAME JAMB 6 INSTALL SNAP -IN SILL FIN AND OUTSIDE RUBBER FILLER AT SILL OF WINDOW. Z ATTACH WINDOW. TO PANEL WITH WALL SCREWS AT INSIDE OF WINDOW SILL. B. INSTALL PANEL ABOVE WINDOW AND ATTACH TO HEAD OF WINDOW WITH WALL SCREWS. 9. APPLY A CONTINUOS BEAD OF CAULK ALONG WINDOW HEAD TO FORM A WATERTIGHT SEAL. 10. INSTALL ALL PANEL SIDE LAP STITCH SCREWS BY DATE NOTES THIS DRAWING IS NOT TO SCALE TM RUBBER FILLER n' SOL LS RIGHT JAMB PANEL LENGTH SCHEDULE MNOOW SYZE AND S119 YIOE 5E PANEL Lf1JGW BELOW MNOOW 3030 OSE) 4'- 3 40JO G(0) 4'- 3 60JO (XO) OR (XOX) 4'- 3 3040 XO 3'- 3 4040 (XO) 3'- 3 MR PANEL LEMURS ABOVE WNOOW SUBMA6i ]'- D FROM STANDAM) PANEL LENGTH. CLIP CL10O ATTACH W/ (4) z"P X iq" AJOH BOLTS (FIELD DRILL (2) ig"O HOLES IN GIRT) SUPPORT COLUMN (REQUIRED FOR GIRT LOCATED WITHIN WINDOW OPENING) JAMB SUPPORT JENS DETAIL AT JAMB] SUPPORT GIRT CLIP CL200 AT 821" GIRT CL454L (SHOWN) AT TO" GIRT OL454R (OPP.) AT 10" GIRT ATTACH W/ (4) a"E X )a" A307 BOLTS GIRT (WHEN REQUIRED BY DESIGN) - JAMB SUPPORT JAT WHEN LOCATED WITHIN WINDOW DO NOT ATTACH AT OPENING ATTACH TO SUPPORT BASE COLUMN. GIRT FIELD CUT UNLESS WINDOW IS FACTORY LOCATED. RUBBER PLUG (OPTIONAL) --.-,- „ NG75 FILLER H$70 BASE CLIP CL214 (2) z"9 X ii" A307 BOLTS TO ANCHOR BOLTS (NOT BY STAR) CE ANCHOR BOLTS PANEL NOTES: 1. FACTORY AND FIELD LOCATED WINDOWS MAXIMUM NUMBER OF "FULL MOTH" PANELS WILL BE FACTORY CUT (UNLESS INSTRUCTED OTHERWISE ON BUILDING ORDER) FOR GIVEN WINDOW LOCATORS WITHOUT SIDE SHEARING OR LAPPING OTHER WALL PANELS (SEE ERECTIONS DRAWINGS FOR QUANTITY, LENGTH AND LOCATION OF PANELS SUPPLIED FACTORY CUT.) LEG DETAIL "A" SUPPORT COLUMN (REQUIRED FOR GIRT LOCATED / WIIHIN WINDOW OPENING) INSULATION (NOT BY STAR) JTOB SUPPORT V/ (TYPICAL) PANEL J MAJOR RIB I SECTION THRU WINDOW HEADER AND SILL FIELD CUT WINDOW FRAMES AT MULLIONED MULTIPLE UNITS CENTER MULLION AT MULTIPLE UNITS IUMI PANEL OPENING = NOMINAL OPENING NOMINAL OPENING SECTION THRU WINDOW JAMBS STAR BUILDING SYSTEMS a Robertson Coco company, SUPPORT COLUMN / (REQUIRED AIEO H &BROW OPENING) ` BOARD OF APPEALS PANEL Case # V SP MAJOR RIB CONS NC".`:'ROT F,r7gO OCMP CMR Sec. 110.0 CF DARTODUUtc 3• r'£ur.,M PLAN A Capy Of This Endorsed 'Ian must Be Kept Cn Site Goring Construction Da'= APR ALUMINUM HORIZONTAL SLIDE WINDOW 57.02.08 THERMAL -INSULA TED 5/30/99 DURA-RIB WALL PANEL ATTACH FLASH WITH ONE POP RIVET AT EACH END UNTIL WALL PANELS ARE INSTALLED h u 2 2 HEAD FLASH 2 0 W 42 i a JAMB FLASH e� �o z VARIES NOMINAL OPENING DETAIL AT FLASH ATTACHMENT DOOR LEAF OMITTED FOR CLAN BY DATE NOTES & OETA2 AT FLASH ATTACHMENT RGB THIS DRAWING 15 NOT TO SCALE PANEL CUTTING DETAIL AT HEAD FLASH DURA-RIB SHOWN, OTHERS SIMILAR REMOVE SCREWS FROM JAMB CLIP AND SLIDE CLIP UP TO GIRT. REATTACH CLIP WITH (4) SCREWS TO JAMB AND (2) SCREWS TO GIRT. DETAIL AT JAMB HEAD ATTACHMENT DETAIL AT JAMB BASE WALL PANEL WALL SCREWS All/ WALL SCREWS HEAD FLASH ® O 5 0.0 SUB -JAMB STANDARTD HEAD FLASH DURA-RIB lk STARMARK PANEL JAMB SUB -JAMB HEAD FLASH SCHEDULE DOOR SIZE PART MARK LENGTH 3070 NSTO J'-54 40J0 NSTG 4'-527 6070 NSIO 6'_ zr JAMB SUB -JAMB � F i JAMB t \� WALL PANEL ni; WALL PANEL ALL //// ANEL ®2'- 0 O.C. JAMB FLASH J WALL SCREWS WALL SCREWS 3. ® 2'- 0 O.0 WALL SCREWS JAMB FLASH fq NSJ6 ®2 O O.C. LIST JAMB FLASH I" N529 STANDARD JAMB FLASH ALTERNATE y1 JAMB FLASH ALTERNATE #2 JAMB FLASfli DURA-RIB PANEL DURA-RIB PANEL DURA-RIB PANEL SUB —JAMB SUB —JAMB EXPANSION BOLTS PER JAMB WALLALL SCREWS PANEL WJ WALL PANEL J ND£O WITH ODOR PACKAGE J 2'- 0 O.C. WALL SCREWS 1q" 92'-OO.0 JAMB FLASH JAMB FLASH N51 NS29 STANDARD JAMB FLASH _ ALTERNATE #1 JAMB FLASH STARMARK PANEL STARMARK PANEL DMLBy on LED BY oAh STAR BUILDING SYSTEMS _ o a Robertson Coca company , NOTES 1. ILES DOOR IS DESIGNED TIO INSTALL BEFORE THE WALL PANELS ARE ERECI4D. 2. DO NOT REMOVE THE SCREWS HOLDING THE DOOR LEAF CLOSED UNTIL AFTER THE DOOR IS INSTALLED. THESE SCREWS HOLD THE DOOR FRAME SQUARE DURING THE INSTALLATION PROCESS 3 FOR INSTALLA RON PROCEDURES REFER TO THE LITERATURE INCLUDED WITH DOOR PACKAGE. BOARD OF APPEALS Case k V SP CONSTRUCYION C" _ 'T ROL per780CNIR Sea i16.0 A COPY Of This Endorsed Him Most Be iiept On site bring Construrlon DO'.a--.py _ FACTORY ASSEMGTLED 53.09.07 SWING DOOR 7�1�98 GIRT CHANNEL HEADER JAMB FLASH (FIELD CUT TO LENGTH) FATTACH THRESHOLD WITH EXPANSION INDOOR PACKAGE PROVIDED m NOTE REFER TO FRAMED OPENING DRAWING FOR PART MARKS OF SUB -FRAMING IT — ATTACH FLASH WITH ONE POP RIVET AT EACH END UAL WALL PANELS ARE INSTALLED IIN 27HFLASHIN U Z u. DOOR I LASH CAGE ¢ 2 m 2 O T z Q O 2 VARIES NOMINAL OPENING DETAIL AT FLASH ATTACHMENT DETAIL AT JAMB BASE EXPANSION BOLTS PER JAMB LADED WRI DOOR PACKAGE D CUT SUB -JAMB AT OF CURB PANEL CUTTING DETAIL AT HIEAD FLASH DURA-RIB SHOWN, OTHERS SIMILAR JAMB WALL PANEL //// WALL SCREWSJ ///// ® 2'- O O.C. JAMB FLASH J NS1 STANDARD JAMB FLASH DURA-RIB PANEL WALL PANEL V WALL SCREWS 2'- CDC, JAMB FLASH 143 NS1 STANDARD JAMB FLASH WALL PANEL W44 SCREWS ®1 O SCREWS CAULK WALL SCREWS HEAD FLASH 00 6 O.0 STANDARD HEAD FLASH DURA-RIB & STARMARK PANEL VAFA L/ WALL PANEL WALL SCREWS 0 2'- 0 0 CJAMB , s. FLASH NE29S29 ALTERNATE #1 JAMB FLASH OURA-RIB PANEL / WALL PANEL WALL SCREWS ® 21- 0 AS JAMB FLASH IFE NS29 ALTERNATE #1 JAMB FLASH STARMARK PANEL HEAD F16ASH SCHEDULE ODOR ZE PARi'MARK LENGTH J670 NSTO 3', 5a 40]0 RO 4-5zB 6070 _ NSP 6'- 27 FLAT1.1 WALL PANEL J J/ WALL SCREWS JAMB FLASH ®2'- 0 O.C. NS36 j ALTERNATE #2 JAMB FLASH NOTES: I. THIS DOOR IS DESIGNED O INSTALL BEFORE THE WALL PANELS ARE ERECTED. 2 DO NOT REMOVE THE SCREWS HOLDING ME DOOR LEAF CLOSED UNTIL AFTEF THE DOOR IS INSTALLED. THESE SCREWS HOLD ME DOOR FRAME SQUARE DURING THE INSTALLATION' PROCESS. 3. FOR INSTALLA TON PROCEDURES REFER TO THE LITERATURE INCLUDED MIR DOOR PACKAGE. 4. ALL BOLTS ARE 2I"0 X 14 1 A307 UNLESS NOTED. BOARD OF APPEALS Base # V SP EDNS'RUOTION CC. TROL I)er760CR6P Sec.116.0 If0I'N OF DARTMOUTI! RECOrm PjjT4 A COPY D' This Endorsed '!an Must Be K,Di On Site Goring C0nDUB,t10n Dei'e APR 0 4 2000 NOTES °"BEY DATtFACTORY ASSEMPLED THIS DRAWING IS NOT TO SCALE CHK BY CAP STAR BUILDING SYSTEMS �0 SWING DOON o Robertson ceco company AT CURB ,\ WITH SUB —FRAMING t o. 2q I I FIELD CUT NOTCH FOR HEAD FLASH I MAJOR RIB AND FACE OF JAMB PANEL CUT77NC DETAIL DURA-RIB SHOWN DETAI JA ATTACH JAMB FLASH WITH STRUCTURAL SCREW NEAR EACH END (OR AT LAP) AND CENTER UNTIL PANEL IS INSTALLED. (NOT APPLICABLE AT ALTERNATE JAMB FLASHES) STANDARD AND ALTERNATE g 1 JAMB >� FLASH ONLY (FOR ALL J2 JAMB FLASH, REFER TO ALTERNATE % 2 JAMB FLASH DETAIL) ATTACH HEAD FLASH MITI STRUCTURAL SCREW NEAR EACH END (OR AT LAP) AND CENTER UNTIL PANEL IS INSTALLED. HEAD FLASH JAMB FLASH (STANDARD SHOWN) DETAIL "A" (JAMB AT FIN. FLOOR) TYPICAL FRAMED OPENING FLASH DURA-RIB SHOWN, STARMARK SIMILAR CAULK HEAD FLASH GETS WALL SCREWS 5"-0"-5" O/C - DURA-RIB 6" O/C - STARMARK WALL PAE WALL SCREWS AT 2'-0 0/C LL AMB FLASH NSI STANDARD HEAD FLASH STANDARD JAMB FLASH DURA-RIB PANEL WALL PANEL WALL SCREWS AT 2'-0 O/C zl JAMB FLASH NSi STANDARD JAMB FLASH STARMARK PANEL Wx 2 O¢ CAULK p W Up � d�W [Ap F f(O DT A'fOUiREO AND NGh/ NOTCH HEAD FLASH STANDARD JAMB FLASK{ LAP DETAIL LAP DETAIL WALL PANEL WALL SCREWS AT '-0 0/C JAMB FLASH NS29 ALTERNATE j I JAMB FLASH DURA-RIB PANEL WALL PANEL WALL SCREWS AT 2'-0 0/C AMB FLASH NS29 ALTERNATE j I JAMB FLASH STARMARK PANEL ALTERNATE f/ I JAMB FLASH LAP DETAIL NOTES 1. HEAD AND JAAMB FLASH IS PROWOED PI NOMINAL LENGTHS AND MAY REQUIRE FIELD CUTTING TO LENGTH. HEAD FLASH LENGTH = NOMINAL OPENING WIDTH + 21" (+ I" EACH LAP) JAMB FLASH LENGTH = NOMINAL OPENING HEIGHT + 2" (+ i" EACH LAP) WALL PANEL // WALL SCREWS J/ AT 2'-0 O/C JAMB FLASH NS36 ALTERNATE.¢ 2 JAMB FLASH DURA=RIB PANEL ALTERNATE j 2 JAMB FLASH LAP DETAIL BOARD OF APPEALS Case V SP CONg, RUCTION C`..', ROL Ysr 780 GMR. Sec.'I16.0 MOV' l OF DARTMOUTH 1� 0 PLAN p sly OfThis Endorsed 'n t 5a nspt On Site i'to irJLQlon BY DATE NOTES DIN, N,OY oA ON CAD, ADDED HEAD AND JAMB FLASH CHARTS DB. RE 0B �® FRAMED OPENING EAD AND JAMB FLASH CHARTS, REVS DETAILS RB THIS DRAWING IS NOT TO SCALE �_JC"' eY °AIZ STAR BUILDING SYSTEMS FLASH DETAIL ADS a Robertson Ceco c0nmpony ,\ DURA—RIB & STARMARK WALL 54.04. 7 0 711198 GIRT FRAMED OPENING ELEVATION NOTE. ALL BOLLS ARE 10 X 71 A307 UNLESS NOTED. VGHOR BOLT SETTING AT JAMB BRACE EAIc STRUT PUTRID ANGLE BRACE DB_X REQUIRED 1'—O OUTBOARD OF EACH JAMB WHEN LOCATED 2'-0" OR GREATER FROM A COLUMN OR JAMB, (NOTE" ONLY (1) ANGLE BRACE IS TO BE INSTALLED BETWEEN (2) FRAMED OPENING JAMBS LOCATED 2'—O OR LESS APART). FIELD ATTACH WITH (4) STRUCTURAL SCREWS EACH END. DOOR JAMB BRACE DETAIL ANGLE BRACE OB_X I FIELD ATTACH WITH (4) STRUCTURAL SCREWS " EACH END. GIRT GIRT CLIP CLIP CL214 210 ANCHL (NOT BY oA NOTES THIS DRAWING IS NOT TO SCALE EAYE STRUT `— FIELD DRILL (2) V HOLES -- 1 1 1 JAMB J JAMB TO EAVE STRUT CONNECTION DETAIL AT LOW EA VE SECTION "A" BE STRUT FIELD DRILL (2) 40 HOL FIELD DRILL CLIP CLIOIL (2) & HOLES OR PC24 CLIP GOOD? OR PC23 L ®I I 1 I JAk DETAIL AT HIGH E--A yE 3 2 r AACLIP CLI00HEADER 12� j0 A i" FIN BOLT GIRT DETAIL AT HEADER CONNECTION GIRT TO JAMB CONNEC7ON 627 CLIP CL458 z0 ANCHOR BOLTS (NOT BY STAR) (NUTS OPTIONAL) STRUT FIELD DRILL (2) As HOT CLIP CL200 � JAMB GIRT FIELD OREL (2) 40 HOLES — REINFORCING ZEE (WHEN REQUIRED BY DESIGN) 1. FLUSH GIRDS OR I' INSET. REINFORCING ZEE EXTENDS FULL LENGTH OF GIRT. R. BY—PASS GIRTS- "� REINFORCING ZEE EXTENDS TO GIRT LAP HOLES WITHIN 10 OI THE BAY CLIP CL100 -- 1 11 1 1 - CLIP CL100 Ili JAMB 1 1 JAMB DETAIL AT JAMB TO GIRT CONNECTION CLIP CL454L (SHOWN) CLIP CL200 CL454R (OPPOSRE) JAMB I i JAMB I N STEEL LI/NEJ STEEL LINE STEEL CINE I� 2 3z 2 zr 2 3 r Fr0 X i r0 X I La v i IN BOLT FIN BOLT FIN BOLT SECTION "B" SECTION ""B'" SECTION "B"" AT 8z" CIRTS AT 10" GIRTS AT 70" GIB IS BY—PASS GIRDS I" COLUMN INSET OR FLUSH MOUNTED CLIP CL214 z0 ANCHOR BOI (NOT BY STAR) JAMB DETAIL AT CURB JAMB DETAIL AT FLOOR (FOR CURBS 12" HIGH H OR HIGHER) RN, BY BAR a LED '® BY DAh STAR BUILDING SYSTEMS XDS a Robertson Coco compgny \a BOARD OFAPPEALS Casa # V SP GONSTRUOTION C' :iTROL per760CMR Se0.116.0 TOWN OF DARTMOUTH RECORD PLAN A Copy Of This Endorsed PIa7 Must Be Kept On Site "Baring Contraction Date _ 0 4 2000 54. 7 4.02 FRAMED OPENING' 4/79/98 DURA-RIB ROOF ROOF SCREW LAP SCREW SD125W_ SD87W_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW W/WASHER W/WASHER SOW125_ SDW87_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW STAINLESS CAP. W/WASHER STAINLESS CAP W/WASHER DURA-RIB AND STARMARK WALL WALL SCREW LAP SCREW S0125_ SD87_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW NO WASHER NO WASHER LINER LINER SCREW LAP SCREW S0725_ SD50_ NO. 12-14 X 1.1/4 S.D. SCREW NO. 8-18 X 1/2 S.D. SCREW NO WASHER NO WASHER F PARTITION PARTITION SCREW LAP SCREW SD125_ SD50_ NO. 12-14 X 1 1/4 S.D. SCREW N0. 8-18 X 1/2 S.D. SCREW NO WASHER NO WASHER STARSHIELD ROOF CLIP SCREW SPLICE SCREW LAP SCREW SD1415 SD125W_ SD87W- 1/4-14 X 1 1/2 S.D. SCREW NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW NO WASHER W/WASHER W/WASHER SD125T4 SDW125_ SDW87_ NO. 12-24 X 1 1/4 S.D. SCREW NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW NO WASHER STAINLESS CAP. W/WASHER STAINLESS CAP. W/WASHER FACADE FACADE SCREW LAP SCREW SD125_ SD87_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4, 14 X 7/8 S.D. SCREW NO WASHER NO WASHER BACK PANEL BACK PANEL SCREW LAP SCREW SD125_ SD87_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW NO WASHER NO WASHER SOFFIT SOFFIT SCREW LAP SCREW SD125_ SD87_ NO. 12-14 X 1 1/4 S.D. SCREW 1/4-14 X 7/8 S.D. SCREW NO WASHER NO WASHER By DATE I NOTES Rce s-+-s THIS DRAWING NOT TO SCALE TRIM FASTENER ALL PAN-L SYSTEMS SD50_ NO. 8-18 X 1/2 S.D. SCREW NO WASHER POPG 1/8 DIAMETER POP RIVET POPAL 3/16 DIAMETER BLIND RIVET BULBTITE 3/16 DIAMETER .BULB —TYPE RIVET W/WASHER FASTENER COLOR AVAILABILITY CHART COLOR CODE_ ABBREVIATION DESCRIPTION A KRED RUSTIC BRED B BRWN SEAL BROWN D RED BRICK RED E SAND SAND BEIGE F GRAY STONE CRAY G CALM UNPAINTED H SGRA SLATE GRAY J WHTE SHELL WHITE K SBLU SMOKEY BLUE M BLUE OCEAN FLUE N SSTN SANDSTONE 0 GOLD ASPEN COLD S RWHT REGAL WHITE T SLAT SLATE BRONZE U BEIG SURREY BEIGE V CGRN CLASSIC GREEN X SPECIAL Y TAN SAHARA TAN AL ALUM ALUMINUM SS STLS UNPAINTED STAINLESS CAP STRUCTURAL ALL PANEL SYSTEMS ATTACHMENT OF RAKE ANGLES, SHEETING ANGLES, SAG ANGLES, EAVE STRUT ADAPTORS, ETC. SD125G NO. 12-14 X 1 1/4 S.D. SCREW NO WASHER DRN. ByDATE �H BY „- DATE STAR BUILDING SYSTEMS _ Ate_ a Robertson Cecc ccmnpaoy , 80APD OF APPEALS Case # V SP 3pe17 OCMR NSee .1 60L TOWN OF DARTMOUTH RECORD PLAN A Copy Of This Endorsed Plan Must Be Kept On Slte During Construction Dpre _ APR 0 4 2000 FASTENER 70.04.10 APPLICATION CHART 9 27 97 NL50L (10'-2) j1 r" WALS NL52L (20'-2) f ' n NL5JL (10'-2) j3" WALLS WAI NL55L (20'-2) I I DURA-RIB PANEL SUPPORT ZEE NL63 GABLE TRIM INSTALL TRIM FASTENERS IN GABLE TRIM END LAPS BY STANDARD METHOD EXCEPT OMIT FASTENER ON BOTTOM LIP. DO NOT SPLICE GABLE TRIM AND EXPANSION TRIM AT SAME POINT.ICI WALLS METAL RIB FILLER EXPANSION TRIM NL62 OR OUTSIDE CLOSURE POP RIVET AT 1'-0 O.C. BALLS TO WALL PANEL - POP RIVET (6 REO'D) DETAIL "A" GABLE TRIM EXPANSION DETAIL (FOR BLDGS WIDER THAN 120' 60' TO PEAK) I j �I � CAULK PEAK CAP NLa Dal WALL) (2I: 12) NL5 (N WALL (P 12) NL9 (3" WALL) 0 12) NLIO (3" WALL) (1: 12) LAP SCREW 2'-0 0/C L SEALANT LAP SCREWS 0 2'-0 O.C. STARSEAL SEALANT MA18Z25 SUPPORT ZEE NL63 DURA-RIB PANEL - PURLIN DETAIL "A SECTION AT DURA—RIB WALL LAP SCREWS ® 2'-O GO STARSEAL SEALANT MA18725 SUPPORT ZEE NL63 DURA-RIB PANEL SECTION AT 3" WALL - GABLE TRIM - WALL SCREWS ® 5"-7"-5" NO TRIM FASTENERS ® 1'-0 O.C. METAL RIB FILLER NG70 DURA-RIB PANEL GABLE TRIM TRIM FASTENERS ®6-SC. OUTSIDE PANEL CLOSURE 3" PANEL LAP SCREWS ® 2'-0 O.0 STARSEAL SEALANT MA16Z25 SUPPORT ZEE NL63 — GABLE TRIM DURA-RIB PANEL __ SC WALL SC. CREWS REWS — TRIM FASTENERS PURLIN or 1'-0 GO, DETAIL "A" METAL RIB FILLER NORD STARMARK PANEL SECTION AT STARMARK WALL TOWN OF DARTMOUTH RECORD PLAN A Copy Jf This Endorsed Plan Mua Be K4pt On Site 6urir3 Construction D t, APR n a Aonn NOTES MN. ey DAM wH "' DRAWING IS NOT TO SCALE 1® GABLE TRIM DETAILS 35. 10. 08 S K a° wh STAR BUILDING SYSTEM 2: 12 & 1:72 ROOF SLOPES a Robertson Coco componyy, , \ DURA—RIB ROOF