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2000-422 (2) GENERAL FRAMED OPENING DETAILS FRAMED OPENING WALKDOOR ANCHOR BOLT DETAIL WINDOW ANCHOR BQ-I--TDE-LA—IL — ANCHOR BOLT SCHEDULE WALKDOOR ANCHOR BOLT DETAIL WALKDOOR D ���PR�OJ—EATING WA L0 1) FIELD LOCATED BY OWNER. D:FTFAI�L �LEN WHEN FIELD LOCATING 1) WHEN FIELD LOCATING WALKDOOR DO So IN ONE FOOT INCREMENTS STARTING 2) USE '/2" 0 . 3/4" EXPANDED ANCHORS So IN ONE FOOT INCREMENTS STARTING AT STEEL LINE. OR EQUAL, MINIMUM EMBEDMENT 2/4". 4 EXPANDED ANCHORS REQUIRED PER WALKDOOR, WINDOW, AT STEEL LINE,, -9/ -9/8", ETC. EXAMPLE: 1'-8/2", 2'-8/2", 3'-8/2", ETC. AND FRAMED OPENINGS. EXAMPLE: gl/"; 1' 8", 2' 2) USE 0 x 4" EXPANDED ANCHORS Y 8 1/2 3 3/4 Amr-wnp OR EQUAL 2) USE 1/2" 0 x 3/4" EXPANDED ANCHORS OR EQUAL MINIMUM EMBEDMENT 411. OR EQUAL, MINIMUM EMBEDMENT 21/4". .-RAMED OPENING 61-41, DOOR SIZE 3068 WIDTH DOOR SIZE 070 6070 X -112 2 3 4 Y '-7" 6'-7" z 4- 3 46-710 3 X 4'-11/2" 3 4'-7" cl ro, 214" 21/4" 2�4X [SEE:NOLTE #1 5/4" Y DETAIL Z DETAIL X DETAIL Y VERIFY LENGTH AND NOTE WIDTH DIMENSIONS A SOME DETAILS THAT ARE CHECK YOUR ANCHOR BOLT I WEDGCOR INC. SHOWN MAY NOT APPLY TO SETTING PLAN TO MAKE of a BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LES YOUR BUILDING. REFER TO CERTAIN THAT ALL THE A OUST:NORTHEAST POWER SYSTEMS 6-27-00 YOUR VERIFICATION FOR THE DIMENSIONS SHOWN AGREE OPTIONS THAT ARE INCLUDED. WITH THOSE LISTED IN DESCR:60.OxlDO.Qx14.0/16.5 .5:12 CHECK BY: mp YOUR CONTRACT. SITE: QUEENSBURY, NY 6-27-00 SCALE:NONE ENG,BY: P.O.':W24292 SHEET NO.: A3 OF 3 MARK NAK — — P-1 9Z14 21-11 P-2 9Z14 21'-11 P-3 9Z14 24'- -4 9Z 0" 100'-O" OUT-TO-OUT OF STEEL 6 p14 24'- 5 0" I' 3 20'-0" 4„ CB-1 5 16" Dia. 2.3'-2" 1 2 20'-0" 20'-0" i 4 19,_g•• 1z< o P-2 P-3 p-4 P-3 p-1 � I 01 i in 02 _ ---_. -———————— H ---------I -----------I -- ——— RF1-4 RF1-4 EC-5 EH RF1-4 RFi-4 EC-5 SIDEWALL FRAMING: LINE A ---------------- F--------------- I i I BUILDING OPEN TO I (W2198EXISTING BUILDING - I I ———-'—————————————————---------------.-- SIDEWALL SHEETING & TRIM: FRAME LINE A 0 WEDGCOR INC. LEGEND c CL- SPECIAL CLIP F.S. FAR SIDE �_c~i� . � � BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS RF- RIGID FRAME v, . ' CUST:NORTHEAST POWER SYSTEMS 6-27-00 GENERAL NOTES: EC- ENDWALL COLUMN FTC- FRAMING CLOSURE oC. NEAR p,o���ra4,• �`` DESCR:60.Ox100.Ox14.0/16.5 .5:12 CHECK BY: ER- ENDWALL RAFTER T- TRIM STEEL LINE i 7R- SPECIAL TRIM `S- � SIO11A�: At framed openings the sheeting DJ_ DOOR JAMB AL- ANGLE A.S. AS SHOWN tJ1�iMNgttiV SITE: QUEENSBURY, NY is field cut as required. DH- DOOR HEADER O,H, OPPOSITE HAND SCALE:NONE ENc.BY: GyPih. G_ GIRT A- SPECIAL ANGLE O.H TYPICAL SHEET NO.: El or 6 PBA-10 NOTE: (if shown on drawings) FB- FLANGE BRACE P.O.g:W24292 PBA-10 is located as shown, p- PURLIN CENTER LINE U.N. UNLESS NOTED is at midpoint of bay, two rows are E- EAVE STRUT N A NOT APPLICABLE CB- CABLE BRACE at 1/3 points of bay, three rows FC- FRAMING CLIP are at 1/4 points of ba . - FRAME LINE r MARK PART LENGTH E-4 8C16 19-10 1 2 E-5 SC16 19'-11 1/2" E-6 8C16 19'-10 1/2" 100'-0" OUT-TO-OUT OF STEEL G-4 6.5Z16 2 '- 22 G-5 6.5Z16 '-0" 5 4 3 20'-O" 2 19'-8" 1 4" CB-2 5 16" Dia. 21'-10" 4„ 6 20'-0" 20-D CONNECTION PLATES FRAME LINE F ❑ ID MARK PART E-6 1 FC-176 �a E_5 E-5 s EI I 2 FC-70 Ei 4 s I s m i io = 4 ESA61 G-5 I G-4 H1 "�G-4 (G-5 IG-5 1 PBA-10 G� r(7i 2 (see note) a BA-10, BA-15 -----.—.-------.----.--I —— I = RFt-1 EC-1 ———— H---------= RF1-1 RF1-1 11 C-1 RF1-1 1-0+. 1-O-F�_0„ 1•-0+-0" 1_0-t+. GIRT LAPS SIDEWALL FRAMING: LINE F ETS-10 TS-14 0 0 0 0 0 0 0 0 � b Uj I I I i I I I I I I 1 I I i I I i I I I I I I i I I I i I I I_II U BT-10, BT-14 SIDEWALL SHEETING & TRIM: FRAME LINE F �°C.: ;1ft boy Oda! WEDGCOR INC. BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS s i GENERAL NOTES: ��;,_ � CUST:NORTHEAST POWER SYSTEMS 6-27-00 At framed openings the sheeting ��"pJM �*' DE SCR:6O.Ox100.Ox14.0/16.5 .5:12 CHECK BY: IS field cut as required. SITE: 4UEENSBURY, NY 'm PBA-10 NOTE: (if shown on drawings) ,� SCALE:NONE ENG.BY: PBA-10 is located as shown, one row P.o.#:w24292 SHEET NO.: E2 OF 6 is at midpoint of bay, two rows are at 1/3 points of bay, three rows are at 1/4 points of bay. I EC-1 1 8D 1 16 - 121-1 1/4 -6 1/4 " 13 EC-2 8D16 I B 3/4" A EC-3 9D14 13- F 60'-0" OUT-TO-OUT OF STEEL EC-4 9C14 14'-6 1 3/4 1 1/4" B EC-5 8D16 E D 20 /2" ER-1 W08532 33'--0 11/16" 0 ER-2 VV08532 26'-11, 5/8" C DH-1 9C1 6 20'-0' 1 0" G-1 6,.5Z1 6 13�-5 1/2" G-2 6.5Z16 14-5 1�/2 ER- G-3 6.5Z1 6 8'-5 '1 1/2' 19 -__ -- - 12 ER-1 SC-1 G_ 6.5Z16 9 G- 6.5Z1 6 G-3@- P- 9Z16 G- K P- 9Z16 4 G- CC- 9C1 4 U G-3 CC- 9C1 4 M 2 '­2 G- A C14 B77 ,m_ CR-1R 9 G-1 7 FlA G- CR-11L 9C14 SC_ 9C1 6 PBA-10 it Q (see note) @- BA-15 STEEL - --- --- I - CONNECTION PLATES ------ EC-4 EC-5 �5 FRAME LINE: 1 CC- EC-3 I o ID MARK PART EC-2 CC- 0�: Cr I FC-50 EC-1 2 FC-58 -0 5_0" L2�-0. 5 3 FC-57 -0" 4 CL-1 FC-221 Es56 FC-176 ENDWALL FRAMING: FRAME LINE I BELOW EAVE CANOPY FRAMING 7 FC-4 8 FC-112 @ LINE 1 6 9 FC-222 10 FC-157 11 FC-1 58 12 CL-2 13 CL-3 GTS-Io, GTS-14 14 FC-7 ECS-1L ------- FRAMED OPENING 0 TRIM PART 1 FTC-14 2 FTC-10 3 HT-109 4 JTM-1 49 20 a Co -C� FIELD CUT AS REQUIRED r BT-14 FRAME LINE 1 ENDWALL SHEETING & TRIM: F OF mr*`�", A WEDGCOR INC. BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS C UST:NORTHEAST POWER SYSTEMS CHECK BY: DISCR: G.GxJOG,Oxi4.0/16.5 .5 12 SITE: QUEENSBURY, NY n drawings)13 s shown,.one GENERAL NOTE NOTE: (if shown on drawings) SCALE:NONE ENG.By'. R7,;IA D -W and greater te r P A-1P 13A 10 located -te d t f b t p g S is dp in ts y. t t' t -i - boy At framed openings and greater PBA-10 NOTE: Gated as shown, one SHEET NO, E3 OF 6 PBA-10 P.O.#:W24292 S a Ow t 1/3 p ,n 10.t 8, t sheeting r he . ee is t roof itch sheeting ?,dp.int of bay, two than 1:12 roof pitch the row is at rT , u r d- r or a /3 points of bay;, If is field cut as required. rows are at 1 shown at center bay, locate 8 off�Centerhne. A 60--o MEMBER TABLE " OUT- FRAME LINE 6 TO-OUT OF STEEL MARK 1'-1'12" D ART TH L5_Q 15--o" E EC-i 8D 1 6 12-6 174- 15�-O 14'-0" 1 EC-2 8D 6 0" EC-5 8D16 13'-1 1/4" EC-6 14'-11 3/16" EF�3 EC-7 8D16 14'-4 1/4" ER-3 8D16 13-8 3/4" 72 - W08532 27'-1 5/8" ER�4 ER 4 W08532 '-1 3/8" m Qj 6.5Z 16 32 G-7i 13'-4 G-2 G-2 6.5ZI6 C-2 b 14'-5 112 G-7 G-7 6.5 16 4'-11 112 5 to G-9 6.5 16 G-11 L�j wm_ J-3 3'-5 1/2' 1 G-2 C-2 E-in ;-7 1 9C14 12'-8 1/4 PBA�10 [51 G-71 5 C-9 J� C, J-4 9C 1 4 12'-10 3 4" (see note) ill -1 E2 BA-15 TI CONNECTION PLATES FRAME LINE: 6 EC-5 0 EC-6 ID MARK PART EC-7 11 1 FC-50 EC-2 J-4 J-3 EC-I 2 FC-57 3 FC-58 ENDWALL FRAMING: FRAME LINE 6 5 5 FC-4 6 FC-776 7 FC-i12 8 CL-IL 9 CL-JR, 10 FC-7 Pac-I PBS-1 GTS-10 GTS-14 CS-IR 7 J FIELD CUT AS REO'D BT-10, BT-14 ENDWALL SHEETING & TRIM: FRAME LINE 6 0 SENERAL. NOTES: WEDGCOR INC. At flonned openings and greater PBA-10 NOTE- BUYER:HORNING CONSTRUCTION Co. than 1:12 roof Pitch the sheeting (if shown an drawings) DRAWN BY:LSS is field cut as re PBA-I GUST:NORTHEAST POWER SYSTEMS 6�27�00 required. . 0 is located as shown one row Is Of midpoint of bay, (�o DESCR:60�0-100-0�14.0/16,5 rows are at 1/3 Points of bay if -5:12 CHECK BY, shown at center boy, locate 8;' SITE: QUEENSBURY. NY centerline, SCALE:NONE --I-L7- WedgCor, Inc• B u i ld i ng Syste ms 701 252=7380 P. O . Box 110 e Jamestown , N D 58402-0110 PERMIT DRAWINGS NOTICE TO BUYER NOTE: THESE PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF THIS WEDGCOR, INC. ONLY SUPPLIES BUILDING BUILDING ARE NOT TO BE USED FOR ERECTION PURPOSES. THESE MATERIALS MANUFACTURED BY WEDGCOR, INC. PLANS ARE FOR BUILDING DEPARTMENT PERMIT PURPOSES ONLY. YOUR DEALER IS INDEPENDENT AND NOT A THE ANCHOR BOLT PLAN PORTION IS FOR CONSTRUCTION. CONTRACTOR OR AGENT OF WEDGCOR, INC. INSULATION,ERECTION,OVERHEAD DOORS,ETC., ARF NOTTHF RFSPONSIRII rrY OF WFDGCOR. INC. 0 Dio= 3/4" 100'-3" OUT-TO-OUT OF CONCRETE 5 1/2"_ p 19,-8 20 414-0 " 20'-0" '-0" IT, 20'-0" 5 1/2" X-Brocing HA MIS im IS R 6 8 A H o E E E E H ff-+J H F-.1 �Hc c [-H ui L) z co 0 o f—1 H M—H 0 e 2-- a.!]B c H =b 0 c H C) C)w w w B OZ 10 w 0 D D D D coy F M G hell 0 -Bracing EXISTING BUILDING 1, (W21980) 5 1/2' 191-8 2o, 20'-0" 20'-0" 1/2" 6 ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-0"(U.N) 0"D SHEETING DESCRIPTION WEDGCOR INC. BUYER:HORNING CONSTRUCTION CO. DRAWN BY.LSS ROOF SHEETING 26 GA. COLOR: SL = BURNISHED SLATE 11 COST:NORTHEAST POWER SYSTEMS 6-27-00 DESCR:60.Ox100.Ox14.0/16.5 .5:12 CHECK BY,MP WALL SHEETING 26 GA. COLOR: SB = STONE BEIGE SITE: QUEENSBURY, NY 6-27-00 TRIM COLOR:WH = WHITE SCALE:NONE ENG.BY. P.O.#:W24292 SHEET NO.: Al OF 3 Din= 3/4" Di- 3/4" NOTES FOR REACTIONS See plan re examined vx�m - 3 11 1/2" 1.Ali loadingco ditir o ex n tl vnd only m um/minimum Hfeor in and the COLUMN LINE m co respondingnH or V are reported. Sty 2.Positive r actions ore as shown in the sketch. Foundation loads a 1 1/2" 1 1/2" opposite directions. 3.Bracing reactions re the plane of the brace with the H pointing away F- r 6 1/Z" from the brviced bay. nThe vertical reaction is downward. 4.Building reactions are based on the following building dvty: Width(ft) = 6D.0 Length(ft) 100.0 0 Eave He fft) 4" 4• Roof Slope(i /12) =0.5 1•-5" ( O Dead Load psf ) 2.2 L-J L J Collateral Load(p f ) 0.0 O I O 4" live Load(Psi ) 20.0 EW Snow Load(psf ) 50.0 H H 1 1/2" I - Wino cod(put ) =N15 YBC 89 IV IV 1 2 1 1/2" Closed/Open =C 1 1-0 Importanee =1.00 Seismic Zone =2 DETAIL A DETAIL E S. Loading conditions ore: 1 DL+CO+LL RIGID FRAME: MAXIMUM REACTIONS Dia= 3/4" ,p ra Dia= 3/4" DDL+CCD+LL+WL1/2 Column Reactions(k) 0 3 DL+CO+LL+WR1/2 __ ------- 4" 5 DL+WR2 Line Linle LIad HH ax Vmax LIad HH in Vmin ' 6 DL+WR1+WS r'-3-'j 90 7 DL+WL1+W5 r i 8 DL+NP 2 w F 3 26.9 34.4 4 -7.5 -6.0 r GENERAL NOTES 2" A z -2sa 34.7 s ss 3aa l 0 1 1/2 LM i ]6" 2"Frame lines: 2 3 4 5 4" I- 1. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED 9" I IN CONCRETE,INCLUDING ALL MASONARY 2" 1 t/2" LJ FASTENERS AND BUILDING MANUFACTURER.ARE NOT BY ANCHOR BOLT SUMMARY ENDWALL COLUMN: MAXIMUM REACTIONS 2. FOUNDATION DESIGN OR ANY OTHER CONCRETE =W L_J 1•-0" $• DESIGN IS NOT BY BUILDING MANUFACTURER _________ _____ _____ _____ _____ -----------------Column Reactions(k)------- CONSULT A LOCAL ENGINEER FOR THE DESIGN Total Bend Frm Col Load Hmax V Load Hmin V 1 1/2" F FOUNDATION AND CONCRETE WORK). Qnt Loc Dia Lan Lan Prod� Line Line Id H Vmax Id H VV SW 3. BASE PLATES ARE DESIGNED ASSUMING (in) (in) (in) (in) RI CONCRETE HAS A MINIMUM STRENGTH OF 2500 _ p AT 28 DAYS. O 20 EW 3 4 1"" 2.50 2.00 1 0.0 3.8 7 0.0 -0.7 1 1/2• EXISTING 4. BASE PLATE SIZES ARE 3'x B'UNLESS NOTED. / BUILDING 5. ALL REACTIONS ARE GIVEN IN KIPS(1000 LBS.) / 1 E 6 1.5 -1.6 8 -1.5 -1.1 See an t BS DJ 1 2' 11.•50 72.50 150 1 0.0 8.5 7 1.5 -1.6 DETAIL B DETAIL F (W219$0) MATERIAL SPECIFICATIONS 1 D 6 1.8 -1.9 B -1.8 -1.3 Dia= 3/4" Dia= 3/4" 1. GIRTS,PURLINS,AND EAVE STRUTS: CONCRETE LINE 1 1..0 1.9 7 1. -1.3 o ASTM A570,GRADE 55. i 8 6 0 9.9 8 1.6 -1.9 ro i o.o s.7 7 1s -1s rP 2. 11 GA.AND 7 GA.WEB PLATE: 1 1/2" STEEL LINE A 6 0:0 -,0 7 0.0 -0.2 6" S 4" 1 1/2" ASTM A570,GRADE 50. 0. 3. .025 AND GREATER WEB PLATE: 6 A j 0.0 0. 7 D.0 -0.5 ASTM A572,GRADE 50. 6 C 6 1.6 -1.8 8 -1.6 -1.2 r r r 4. BAR STOCK: ASTM A52%GRADE 50. 1 0.0 9.3 7 1.6 -1.8 I � 6 D 6 1.6 -1.5 8 -1.6 -1.0 II 1 1/2" 5. SHEETING ASTM A446,GRADE 80,000 psi 1 0.0 7.7 7 1.6 -1.5 L - /ASTM A7S2 GRADE 80 80,000 psi. PROJ 76 E 6 1.5 -1.8 8 -1.5 -1.2 - i O.0 9.1 7 1.5 -1.8 6. TRIM: ASTM A446,GRADE"D'50,000 psf. / 6 F 6 0.0 -0.7 �4" 1 0.0 3.7 7 0.0 -0.7 L J 1 1/2 7. BRACING: ING ZINC COATED STEEL WIRE STRAND 1 1 2 =W L J L J 1•-0" CONFORMING TO: ASTM A475-72a I I 1 1/2" $" 8. ANCHOR BOLT: I I BRACING REACTIONS, PANEL SHEAR ASTM A307 OR A36 ROD MATERIAL ' �+ Bracin (k Panel Shear 1 2 1 1/2 SW w 9. HIGH STRENGTH BOLTS: ASTM A3S. ((USED 9 V) See Plan -T WHERE SPECIFIED ON DRAWINGS).ASTM A325 Id Go Reactn Reactn Base le Ib ft BOLTS USED ON RIGID FRAME MOMENT 9 ( /) EXISTING BUILDING 1 1/2 CONNECTIONS ARE DESIGNED AS BEARING TYPE ------- --------- DETAIL C (W21980) DETAIL C CONNECTIONS.AND THREADS ARE INCLUDED IN 1 40 THE SHEAR PLANE SHEETING NOTCH AND A 2,3 3.5 2.5 Dia= 3/4" Dia= 1 2" TURN OF THE NUT METHOD IS TO BE USED IN 6 27 TIGHTENING THE HIH STENGTH MOMENT -/ / CONNECTION BOLTS GSPECIAL INSPECTION OF ANCHOR BOLT PROJECTION F 2,3 3.3 2.0 THE TIGHTENING OF THESE BOLTS IS REQUIRED AS SPECIFIED ON BUILDING CODES. (HMI Ir=-•I{ V4i35YliflCFi7l:2iJJ4 t 00 Of 010 6aP Pd.S.N A 0 i 5 OF' 4 4" WEDGCOR INC. " ( g" BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS SW EW L_J GUST:NORTHEAST POWER SYSTEMS 6-27-00 •ey a 0 X N 1 1/2 0" "� IQN�4 DESCR:60.OxlOO.Ox14.0/16.5 .5:12 CHECK BY:MP BUILDING 1 1 2 1 1/2"/////� 1 1/2" B/tlllltl\ (W219$0) SITE: QUEENSBURY, NY 6-27-00 See Plan See Plan SCALE:NONE ENG.BY: !�rqV, DETAIL D DETAIL H P.O.#:W24292 SHEET NO.: A2 OF 3 NOTE: GIRT IS LOCATED UNDER CLIP NOTE: GIRT IS LOCATED UNDER CLIP CLIP: IF REQUIRED S (SEE ROOF FRAMING SEE ROOF FRAMING j PLAN FOR LOCATION.) 458 �) PLAN '12"0 x 1'/4 A325 BOLTS 6 1/2" z ENDWALL 6 1/2"z ENDWALL IF REQUIRED (SEE (/12 X 1 1/4" S.D.S. GIRT SHOWN Zoo #12 X 1 1/4" GIRT SHOWN ROOF FRAMING PLAN FOR LOCATION.) (GA) mom s.D.s (GA) PURLIN CLIP: vt�'- CLIP: (SEE ELEVATION) w m 3 (SEE ELEVATION) --- - - _� • 2„W/61/2„z s 2„W/61/2„z- FLANGE BRACE 3'W/9"z (TYP) 3"W/9"z (TYP) AS REQUIRED -- ENDWALL RAFTER •(SEE FRAME THIS CONNECTION POINT MAY BECROSS SECTION) P LAP BOLT. CLIP: FC-157RIGID FRAMERAFTER ----"'�� CLIP: CL-1L (A,S) ENDWALL COLUMN 8) '/2 0 x 11/a"( CLIP: CL-1 R/L ENDWALL COLUMN (8) BOLTS WITHOUT FLANGE BRACE. CLIP: CL-1R(O.H) A-325 BOLTS (12) BOLTS WITH FLANGE BRACE. `''`'•.., (10) BOLTS WITH FLANGE BRACE ®LAP. OR ENDWALL COLUMN PURLIN O�VERLA`P- - 31 GIRT TO ENDWALL COLUMN DETAIL ® CORNER D4 ENDWALL COLUMN TO ENDWALL RAFTER B 41 GIRT TO ENDWALL COLUMN DETAIL U CORNER D 5 -- ENDWALL RAFTER PURLIN ENDWALL RAFTER WALL RAFTER IF- Z� Q (2)1/2"0 x11/4" �--- ° A325 BOLTS CLIP: FC--58 ? CLIP: FC-57 /z"a xt1/4" DOOR HEADER I CLIP: CL-3 A-325 BOLTS CLIP: CL-2 w i XIST21/"0 x1" A307 (10) 'h" 0 x 1/4" ---- --- BOLTONHEAD BOLTS. A325 BOLTS '/2"0 x1" A307 DOOR HEADER �—CLIP FC-57 gUTTONHEAD BOLT ENDWALL CLIP FC 58 COLUMN ALL COLUMN '-1 1/2" ENDWALL COLUMN TO ENDWALL RAFTER ®CORNER______ 124 COLUMN TO DOOR HEADER L78 HEADER TO RAFTER M25 GENERAL NOTES: _ 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) BUILT-UP COLUMN MEMBER ID, format is WAABCD where: 3 ALL DIMENSIONS ARE + W = welded member type, ) /" WEDGCOR INC. AA = member depth in inches, 4) 0 MATCH SHOP MARK. BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS B = flonge width in inches, 5=5", 6=6", 8=8", 0=10", 2=12" 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO OUST:NORTHEAST POWER SYSTEMS 6-22"-00 FC-186 BEFORE INSTALLING CLIP (IF REQUIRED DESCR:60.0x100.0x14.0/16.5 .5:12 CHECK BY: JAII C = flon e thickness in 1/16 inch units, SEE DETAIL 08). 3=3�6' 4=1/4", 6= 8", 8=1/2", 0=5/8", 2=3/4" 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY -17_0___ D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY: 2=.112 .3=.179. 4=.250. 5=.3125. 6=.375 P.C.x:W24292 — ROOF MEMBER TABLE MARK PART LENGTH P-1 9Z14 21 -11 100'-0" OUT-TO-OUT OF STEEL P-2 9Z14 21'_11" P-3 9Z14 24'-0" 1 2 3 4 5 6 P-4 9Z15 24'-0" 4" 19'-8° 20'-0"_ 20'-0" 20'-0" 19'-8" 4" E-4 8C16 19'-10 1/2" E-5 SC16 19'-11 1/2" PBA-10 (TYP) ®MIDPOINT E-6 8C16 19'-10 1/2" CB-3 5/16" Dia. 22'-2" F E-6 RF1-7 E-5 RF1-1 E-5 RF1-7 E-5 RFi-1 E-4 LOWSIDE CB-4 5/16" Dia. 22'-4" 14'-0" CB-5 1 5 16" Dic. 25'-2" P'3(TYP) I P-3(Typ) P-2 P-4(Typ P-1 P-1 I P-2 `�I I P-2 I I i ( P-1 � ron ti cn Nv I -D ER-1 P_1 RF7-2 I 1-2 I - I 1-2 I p_2 ER-4 I I I P-2 P-7 SOFFIT I (REFLECTED VIEWTY SHEETING LLIIN P1L&6) I I P-1 i I I P-2 I I P-2 I I P-1 P-1 P-2 TP-2L ECS-1R T-554 rc-4R O � a RF1-3 RS-3 m I P-2 I � p_1 J I ER-2 P-1 RF1-3 I i - I 1-3 I P-2 ER-3 "�"�� �- ~ ,.>� RS 33 O_ I I I I I n. TC-4R P-22 P-1 m TP-2L T-554 ECS-1R P-1 I I P_2 ROOF SHEETING PLAN N I Ce\4 I I (TYP ®LINE 1 &6) P-2 P_1 HIGHSIDE A RF1-4 �R 1/4 /RF1-4 16'-6" EXISTING BUILDING (W21980) ROOF PURLIN 2'—G 2'-0' 2'-0" 2'-0" SHEETING LAP 2-O" �-0" �-0" �-O"ROOF FRAMING PLAN WHEN GALVALUME(GA)AND GALVANIZED(GV)MATERIALS COME ti 0.�.+'p�`1A JH �0� 0 _ IN CONTACT WITH ONE ANOTHER,A SURFACE COATING REACTION WEDGCOR INC. COULD OCCUR OVER A PERIOD OF TIME,DUE TO CONDENSATION g- , OR HIGH HUMIDITY CONDITIONS,BUILDING MANUFACTURER IS NOT �''i P '"e' s, BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS RESPONSIBLE FOR MATERIAL DAMAGE CAUSED BY THIS REACTION, ty ,y GUST:NORTHEAST POWER SYSTEMS 6-27-00 STUB P U R LI N NOTES. TO PREVENT THIS REACTION,FELT OR SEALENT SHOULD BE �rP�CZ1NY`+t�� 1 Stub PPurlin OS required On roof plan. PACED BETWEEN THESE SURFACES TO PREVENT DIRECT nj3sm'M�p� SITE DESCR.QUEENSBURY4.ONY6,5 .5:12 CHECK BY: 2 FC-27 With 6 1/2" purlin S. CONTACT OF ONE SURFACE WITH HE OTHER,FELT OR SEALANT 3 FC-28 Wlth 9' urlln S. NOT BY BUILDING MANUFACTURER, 4 See Section A1,pA2, A3, or AJ. SCALE:NONE ENG.BY: ti 5 Locate stub purlin under roof purlin. P.O.#:W24292 SHEET NO.: ES OF 6 SPLICE PLATES & BOLTS MEMBER-SIZE TABLE in Splice -Top Of Plate Bottom Of Plate Plate Size WEB DEPTH WEB PLATE I OUTSIDE FLANGE INSIDE-FLANGE B PIECE i!-K Mark Ont Typ Dio Len Ont Typ Dia Len Nid Thick Length START THICK I LENGTH W x T x LEN W x I x LEN RF1-1 16.0/38.0 0.250 118.7 6 x 1/4- x 15& --6-x--3-78- x 120.7 Sp- 1 8 A325 0.750 2.00 4 A325 0.750 2.00 6' 1/2" 3:-8 112 38.0/38.0 0.250 41.2 6 x 1/2" x 38.3 Sp- 2 6 A325 0,750 2.00 4 A325 0.750 2.00 6 1/2" 2,-6 1/4" RFI-2 38.0/29.4 0.250 120.06 x 1/4" x 192.9 6 x 3/8" x 76.2 So- 3 8 A325 0.875 2.25 4 A325 0.875 2.25 8 1/2" 3-8 7/16" 29.4/24.0 0.250 74.5 6 x 3/8" x 120.0 6 x 1/4" x 118.7 24.0/24.0 0.179 120.0 6 x 3/16 x 120.0 FLANGE BRACES: Both Sides(U.N.) RF1-3 24.0 24.0 0.179 120.0 6 x 3/8" x 120.0 6 x 3/16" x 120.0 FBxx: xx=length(in) 24.0 32.4 0.250 1 MO 6 x 1/4" x 201.7 6 x 1/4" x 120.3 32.4 38.1 0.250 81.7 6 x 3/8" x 80.3 RF1-4 38.0 34.2 0.250 6111 8 x 311�' x 3811..13 8 x 3/8" x 146.8 L 34.2/16.0 0.250 1 120.0 1 8 x 1/4 x 18 32'-6" - 4' ,-9 l 7/,e, 101, 3 12 SP@ 4'-7 7 16" ---T7 F F846 FB51 12 FB 1 F�q -- ---- --- ---- N�7 7---- R 1-3 RF1-2 N + U) + V) + ZZO 7 -NI P NU OV 6 1 13'-2 5Z8" 53'-0 1/4" 3'-2 5/8"_1 Clearance to flange 60'-0" OUT-TO-OUT OF STEEL FRAME CROSS SECTION FOR FRAME LINE 2 3 4 5 OF fit N#, -091 A 0 '�' r,� WEDGCOR INC. BUYER:HORNING CONSTRUCTION CO. DRAWN BY.LSS GUST:NORTHEAST POWER SYSTEMS 6-27-00 ry` 0 1 DESCR:60.0.100.0.14.0/16.5 .5:12 CHECK By.. SITE: QuEENSBURY, NY SCALE:NONE ENG. By: P.O.#:W24292 SHEET NO, E6 OF 6 CLIP FOR SINGLE C RAFTER NOTE: GIRTS ARE LOCATED UNDER CLIPS. NOTE: GIRTS ARE LOCATED UNDER CLIPS. UNLESS NOTED ON ELEVATIONS FC-165 OR FC-166 W/ CABLE SLOT PURLIN (F.S.) ONLY #12 x 1 1/4" S.D.S w /(4) 1/2"0 x 1 1/4" ��_2:: W/61/2" Z (GA) PURLIN A325 BOLTS. 3 W/9" z SHEETING ANGLE CLIP (SEE ELEVATION) CLIP (SEE ELEVATION) CLIP (SEE ELEVATION) (SA-10/SA-15) 0 ENDWALL COLUMN 61/2" Z ENDWALL GIRT CLIP (SEE ELEVATION) SHOWN • 01 0 1 r UNLESS N FC 1 6 5 0 FC_'66 W (F S' ONLY w /(4) 1/ A325 BOLTS. 0 R T Y 2 S I '0 C t El CL r Wl 67 Z ENDWALL RAFTER • IL 0 2" 1 1 • 2" W/61,�- Z ZSTUB PURLIN 3- W/ 9" z 3" w/9" z 4" (LOCATED UNDER C P ROOF PURLIN) CLIP: 'FC-57 • SEE ROOF PLAN CLIP: FC-58 6 FOR PART NUMBER 32/25" BOLTS xll/4" F ENDWALL COLUMN ENDWALL RAFTER AND IF REQ'D. I 161/2" Z ENDWALL 9" Z SIDEWALL GIRT SHOWN OR OR ---ENDWALL SHEETING CLIP: (SEE ELEVATION) I GIRTS SHOWN E COLUMN PURLIN TO ENDWALL RAFTER DETAIL A3 ENDWALL COLUMN TO ENDWALL RAFTER B1 GIRT TO ENDWALL COLUMN DETAIL C2 GIRT TO ENDWALL COLUMN DETAIL @ CORNER D2 (4)1/2" 0 . 1" A307 BUTTON HEAD BOLTS ENDWALL COLUMN/ ENDWALL RAFTER DOOR JAMB CLIP: (SEE ELEV.) ENDWALL COLUMN CLIP FC-222 0- (2) 1/2 0 x 1" A307 x A30 7 CLIP FC-50 BUTTON HEAD BOLTS j'e 0 . 11/2" • A325 BOLTS '0 x WALL 2 (8) 1/2"0 X 11/2" L DOOR � A325 BOLTS HEADER ENDWALL OPENING 11�� t LlL6- 00 J M, DOOR 4JAMB ENDWALL COLUMN BASE DETAIL E2 DOOR JAMB BASE DETAIL E71RAFTER SPLICE DETAIL F9 DOOR HEADER TO DOOR JAMB M1 GENERAL NOTES: Z� 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) Z�, BUILT-UP COLUMN MEMBER ID, format is WAABCD where: 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) zn� W = welded member type, 3) ALL DIMENSIONS ARE +/- WEDGCOR INC. AA = member depth in inches, 4) (D MATCH SHOP MARK. BUYER:HORNING CONSTRUCTION Co. DRAWN BY.LSS B = flange width in inches, 5=5", 6=6", 8=8", 0=10", 2=12" 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CUST:NORTHEAST POWER SYSTEMS 6-27-00 C = flon FC-186 BEFORE INSTALLING CLIP (IF REQUIRED DESCR:60.Ox1OO.Ox14.O/16.5 .5:12 CHECK BY. nc thickness in 1/16 inch units, SEE DETAIL Q8). 3 1 6', 4=1/4", 6=3/8", 8=1/2", 0=9/8", 2=3/4" 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY: 2=.112, 3=,179, 4=.250, 5=.3125, 6=.375 1 1 P.O.#:W24292 SHEET NO.: G1 OF 4 ___2" W/ 6/2" Z PURLINS 4" W/ 9" Z PURLINS EAVE STRUT PURLIN ENDWALL RAFTER PURLIN CLIP (SEE ELEVATION) RIGID FRAME 1/4 RIGID FRAME (SPECIAL BOLTS MAY RAFTER DOOR JAMB COLUMN BE REQUIRED SEE 1/2 THIS CONNECTION ROOF FRAMING 2:: 3 z z PLAN.) M_ w�q� CLIP: (SEE POINT MAY BE ELEVATION) FLANGE BRACE @ LAP BOLT. B AS REQUIRED z rn I(SEE FRUAME, CROSS SECTION) x 1/2"0 x 1"A307 . 1. . . W S BE ROO F (SPECIAL REQUIRED OF FRAMING PLAN.) BOLTS SEE G MAY RA FTER E ELEVATION) IN MAY BUTTON HEAD BOLTS GIRT EE'ELEV.. SEE ELEV. 1/4. (6) 1/2" 0 x 11/4" A325 BOLTS P C (8) BOLTS WITHOUT FLANGE BRACE. 6 1/2" GIRT 11/2" SEE FRAME S (12) BOLTS WITH FLANGE BRACE. --CLIP FC-58 CROSS SECTION SHOWN C P C RIGID (10) BOLTS WITH FLANGE BRACE @ LAP. --CLIP FC-57 COLUMN FOR CONNECTION ENDWALL LL COLUMN NDWALL COLUMN GIRT TO DOOR JAMB K2 GIRT OVERLAP H1 ENDWALL COLUMN TO ENDWALL RAFTER @CORNER Il C PURLIN TO RIGID FRAME 110 #12 x 1 1/4" S.D.S. (GA) RIGID FRAME OR OR RAFTER E OR T OR SEE FRAME T CROSS SECTION E T I FOR CONNECTION BASE ANGLE ESA-1 CABLE (BA-10/BA-15) WELDED FRAME EAVE STRUT SHOWN WELDED FRAME -/ T" USE POWER DRIVEN 11h II SHOWN llo� FASTENERS SUCH AS BACK-UP PLATE J1 WALL SHEET— RAMSET(OR EQUAL) HILLSIDE WASHER— .140 1/0 STRA GHT SHANK 'r'�' 2. OR CLIP r. BRACE EYE CABLE GRIP #12 x 11/4" S.D.S.----\ W/ I PENETRA71ON (AS LABELED ON 5<"__ AND MIN. ALLOWABLE FRAMING ELEV. INSIDE SHEAR OF 220# 5" W/16,11/2" Z -1 AND PLANS) NUT— CLOSURE (2'-0" O.C.)(BY OTHERS) FLAT WASHER—"' EYE BOLT CABLE GRIP GI CABLE BACK-UP PLATE- U Z 71T�1/ 91, z OR CLIP BASE TRIM GIRT -00- (AS LAIELED IN 4. FRAMING ELEV. CLIP FC-68 (SPECIAL BOLTS MAY AND PLANS) FOUNDATION BE REQUIRED SEE -00- LA, (BY OTHERS) ROOF FRAMING PLAN) - 1/2 RIGID FRAME COLUMN �� BRACING AT WELDED MEMBER OR BRACING AT WELDED MEMBER OR EAVE STRUT TO RIGID FRAME J4 ENDWALL C OR DOUBLE C SECTION Q1 ENDWALL C OR DOUBLE C SECTION Q2 BASE TRIM SECTION T1 GENERAL NOTES: Z�' 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) Z�l BUILT-UP COLUMN MEMBER ID, formot is WAABCD where: ln� 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) W = welded member type, 3) ALL DIMENSIONS ARE WEDGCOR INC. AWN Y S AA = member depth in inches, 4) (2) MATCH SHOP MARK. BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LS _�I--- B = flange width in inches, 5=5", 6=6", 8=8", 0=10", 2=12" 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO COST:NORTHEAST POWER SYSTEMS 6-27 00 FC-186 BEFORE INSTALLING CLIP (IF REQUIRED C = flan z thickness in 1/16 inch units, SEE DETAIL QB). DESCR:60.0.100.0x14.0/16.5 .5:12 CHECK BY,. 3= 1 6', 4=1/4", 6='/8", 8=1/2", O=%", 2='/4" 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY., 2=112, 3=179, 4=.250, 5=.3125, 6=.375 1 P.O.#:W24292 SHEET NO, G2 OF 4 NOTE: GIRT IS LOCATED UNDER CLIP NOTE: GIRT IS LOCATED UNDER CLIP CLIP, IF REQUIRED CLIP FOR SINGLE C RAFTER (SEE ROOF FRAMING JUNLESS NOTED ON ELEVATIONS SEE ROOF FRAMING PLAN FOR LOCATION.) FC-165 OR PLAN PURLIN FC-166 W1 CABLE SLOT 1/Y'0 x 1%A325 BOLTS 6 1/2" z ENDWALL (F.S.) ONLY 6 1/2"z ENDWALL TIF REQUIRED (SEE #12 X 1 1/4" S.D.S. GIRT SHOWN w/(4) 1/2"0 x 1 1/4" 0 #12 X 1 1/4" GIRT SHOWN ROOF FRAMING PLAN A325 BOLTS. 2:Z C) FOR LOCATION.) (GA) i�o TO S.D.S (CA) 7" r-CLIP: • cn�_ PURLIN (SEE ELEVATION) CLIP: • XD3�:/ (SEE ELEVATION Ld M T1_ CLIP 7/ ==- UNLESS FC PURLIN 'FC (F W/ A3 P LE S'4 S 6 6 F S 5 6 0 1 0 N R NO TED W L 2 0 R Y T S T 0 1 E C N 25 B 17 J1 BOLTS. S CLIP (SEE ELEVATION -2"W/6 "z 0 L!- L 0 2"W/6T611Z E� 9"z (TYP) 3"W/9"z (TYP) FLANGE BRACE AS REQUIRED THIS ENDWALL RAFTER • (SEE FRAME THIS CONNECTION 0") POINT MAY BE CROSS SECTION) @ --- --- @ LAP BOLT. CLIP: FC-157 RIGID FRAME ENDWALL COLUMN "T. ENDWALL COLUMN 0 (8) '12" 0 X 11/4" CLIP: CL-2 RAFTER CLIP: CL- (AS) CLIP: FC-158-/ (8) BOLTS WITHOUT FLANGE BRACE. CLIP: CL- (O.H) A325 BOLTS (12) BOLTS WITH FLANGE BRACE. r, (10) BOLTS WITH FLANGE BRACE @ LAP. OR OR ___�ENDWALL COLUMN PURLIN OVERLAP G1 GIRT TO ENDWALL COLUMN DETAIL @ CORNER D4 ENDWALL COLUMN TO ENDWALL RAFTER B41 GIRT TO ENDWALL COLUMN DETAIL @ CORNER D5 0. PURLIN ENDWALL RAFTER 2- W/8-C COLUMN 3" W/9-C COLUMN Y CLIP: (F.S. ONLY) 9 C STUB COLUMN (SEE ELEVATION) SHOWN z + + 11/4" 9 C DOOR \ I HEADER A325 BOLTS CLIP FC-57 CLIP FC-58 ENDWALL COLUMN ENDWALL COLUMN TO ENDWALL RAFTER @ CORNER 124 COLUMN TO DOOR HEADER L78 GENERAL NOTES: Z 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) BUILT-UP COLUMN MEMBER ID, format is WAABCD where: 3) ALL DIMENSIONS ARE +/- WEDGCOR INC. W = welded member type, AA = member depth in inches, 4) 0 MATCH SHOP MARK. BUYER:HORNING CONSTRUCTION CO, DRAWN BY.LSS 8 = flange width in inches, 5=5", 6=6", 8=8", 0=10", 2=12" 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CUST:NORTHEAST POWER SYSTEMS 6-27-00 C = flon FC-186 BEFORE INSTALLING CLIP (IF REQUIRED DESCR:60.OXIOO.OX14.0/16.5 .5:12 CHECK BY: nq� thickness in 1/16 inch units, SEE DETAIL Q8). 3 6', 4=1/4", 6=/8", 8=1/2", 0=5/8", 2=/4" 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY: 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 1 1 P.O.#;W24292 SHEET NO,G3 OF 4 CLIP: FC-4 #12 x 1'/4' S.D.S. + + (GA)(1'-6" O.C.) ANGLE: AL-3 CANOPY 7" USE (4) '/2" x 11/4" / RAFTER A-325 BOLTS ( 3 3%- { USE (4) '/2 0" x A-307 BOTTpNHEAD BOLTS ' CLIP: FC-4 FC-7 CLIP: FC-7 (AS) FC-4 (FS) + + CLIP: FC-169 ' (N.S. ONLY) ' CANOPY PURLIN (TYP. U.N.) GIRT ENDWALL COLUMN TEEL LINE 3'-11/4" CANOPY PROJECTION BELOW EAVE CANOPY FRAMING SECTION (9" PURLINS) CR1 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) 0 _ BUILT—UP COLUMN MEMBER ID, format is WAABCD where: 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) W = welded member type, 3) ALL DIMENSIONS ARE +/— WEDGCOR INC. AA = member depth in inches, 4) ® MATCH SHOP MARK. BUYER:HORNING CONSTRUCTION co. DRAWN BY:ASS B = flange width in inches, 5=5", 6=6", 8=8", 0=10", 2=12" 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO CUST:NORTHEAST POWER SYSTEMS 6-27-00 FC-186 BEFORE INSTALLING CLIP (IF REQUIRED DESCR:60.Oxi00.Ox14.0/16.5 .5:12 CHECK BY; C = flan e thickness in 1/16 inch units, SEE DETAIL Q8). 3=3/16", 4=1/4', 6=3/B", 8=1/2", 0=5/s", 2=3/4' 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY; 2=112, 3=.179, 4=.250, 5=.3125, 6=.375 P.O.#:w24292 SHEET NO.: G4 OF 4 INSIDE CLOSURE ROOF SHEET ((�'' S.T.S. GABLE EAVE �(1'-6" O.C.) TRIM 2" #12 x 1'h" S.D.S. SHEETING ANGLE— TRIM tl _ _I (SA-10/SA-15) �ROOFSHEET TC _ GABLE RIDGE CAP TRIM ROOF SHEET EAVE TRIM PEAK BOX CAP OUTSIDE I I 71»f (I /j12 x 11/2" S.D.S. CLOSURE ,yi2 x 11/2" S.D.S. I�I II I tl � OUTSIDE CLOSURE #12. �a" II� SIDEWALL S.TS (1'-0" O.C.) WALL SHEET GABLE SHEET PEAK BOX EAVE STRUT _ i END CAP GABLE TRIM #12 x -Y4" J WALL SHEET ENDWALL CORNER- S.T.S. (7'-0" O.C.) SHEET TRIM EAVE TRIM SECTION 1 GABLE TRIM SECTION 2 PEAK BLDG. CORNER DET. 3 PEAK BOX 4 REF. "A" „ CABLE m 5/s' 3/8' 72" g12 X 1/4 S.D.S. -WALL SHEET 4SHEE D.C.) EYE BOLT 5/g" 3/a" /8' y12 x 11/4" S.D.S. "A" DIM. 11 11 14" y12 x 11/2" S.D.S. till-6" O.C.) „B" DIM. 6" 7" 9" SOAR HEADER i DOOR JAMB "C DIM" 3 i/2" 41/2" 63/4" GQ'N,PRtC I INSIDE — CLOSURE WALL SHEET 12 z 11/4" S.D.S. FRAMING FC-196 OR 1'-6' O.C.) CLOSURE FC-786 FLAT WASHER CABLE /{12 x �a" S.T.S. CABLE GRIP (IN PLACE OF HEADER TRIM (1'—6" D.C.) �WASHERE BRACE EYE) JAMB TRIM EYE BOLT i—CABLE BRACE EYE— JAM8 TRIM \111LLL O.H. DOOR HEADER TRIM 5 O.H. DOOR JAMB TRIM (1'-0") 6 DOOR JAMB TRIM (6") 7 CROSSOVER CROSSOVER NUT MARK MARK A DIM SEE SHIPPING LIST FOR CABLE LENGTH B DIM TEEL LENGTH = FIELD MEASUREMENT LINE — GENERAL. NOTES: CABLE BRACING ASSEMBLY g ENDWALL 1) ALL BOLTS TO BE 1/2' O x 11/a" -- -- (12 x �4" S.T.S. SHEET A-307 (U.N.) E (7'-6" D.C.) 2) VIEW IS FROM OUTSIDE OF E v BUILDING (U.N.) E wz 3) ALL DIMENSIONS ARE +/ -- ------------ ------ - _' 4) ®MATCH SHOP MARK. WEDGCOR INC. CORNER — 5) SEE RIGID FRAME CROSS BUYER:HORNING CONSTRUCTION CO. DRAWN BY:LSS _ TRIM SIDEWALL SECTION, FOR PURLIN AND CUST:NORTHEAST POWER SYSTEMS 6-27-00 SHEET GIRT ORIENTATION. 6) SOME DETAILS THAT ARE OE.SCR:60.Oxi00.Ox14.0/16.5 .5:12 CHECK BY: 3 A E,_ SHOWN MAY NOT APPLY TO SITE : OUEENSBURY, NY 7—I2-00 YOUR BUILDING. REFER TO YOUR VERIFICATION FOR SCALE.:NONE ENE. BY: _ THE OPTIONS THAT ARE P.O.#:W24292 SHEET NO.: GOt OF 4 CORNER TRIM SECTION 9 10 INCLUDED. #12 x 3/4" S.T.S. ROOF PANEL TRIM: T-554 (1'-6" O.C.) w/ TAPE MASTIC WALL PANEL #12 x 1'/2" S.D.S. (TYP. U.N.) INSIDE CLOSURE CANOPY RAFTER TRIM: T-84 #12 x 1" S.D.S. #12 x 3/4" S.T.S. #12 x 1" S.D.S. (GA) (1'-6" (1'-0" O.C.) (1'-6" O.C.) INSIDE CLOSURE " 46 CANOPY PURLIN 2 #12 x 3/4" S'T S `1 (1'-6" D.C.) SOFFIT PANEL COE PANEL ANGLE: AL-3 ANGLE: AL-3X #12 x 11/2" S.D.S. BELOW EAVE CANOPY SHEETING / TRIM SECTION (9" PURLINS) (GA)(1'-0" 0. ROOF PANEL #12 x 3/4" S.T.S. (1'-6" O.C.) TRIM: T-550 OUTSIDE CLOSURE w/ TAPE MASTIC OUTSIDE CLOSURE o #12 x 3/4" S.T.S. I WALL PANEL (1'-0" O.C.) CANOPY RAFTER TRIM: T-134X 1/8" POP RIVET J (5'-0" O.C.) co SOFFIT PANEL 0 FRAMING CLOSURE ~ INSIDE CLOSURE SOFFIT PANEL 12 x 3/4" S.T.S. TRIM: T-514 t1'-6" O.C.) S-11/4 5" BELOW EAVE CANOPY SHEETING TRIM SECTION (9" PURLINS) BELOW EAVE CANOPY SHEETING TRIM SECTION (9" PUR,LINS) GENERAL NOTES: 0 1) ALL BOLTS TO BE 1/2" 0 X 11/4" A-307 (U.N.) Z�' BUILT-UP COLUMN MEMBER ID, format is WAABCD where: 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) zn� W = welded member type, 3) ALL DIMENSIONS ARE WEDGCOR INC. AA = member depth in inches, 4) (D MATCH SHOP MARK. BUYER:HORNING 2 CONSTRUCTION CO. DRAWNM BY.LSS 'N - B = flange width in inches, 5=5", 6=6", 8=8", 0=10", 2=1 5) ATTACH CABLE GRIP AND SIDEWALL CABLE TO GUST:NORTHEAST POWER SYSTEMS 6 -27-00 FC-186 BEFORE INSTALLING CLIP (IF REQUIRED C = flange thickness in 1/16 inch units, SEE DETAIL 08). DESCR:6O.OX1OO.OX14X/16.5 .5:12 CHECK BY.3=3/16", 4=1/4", 6=3/8", 8=16", 0=5/8", 2=/4" 6) SEE FRAME CROSS SECTION FOR PURLIN SITE: QUEENSBURY, NY D = web thickness in 1/16 inch units. AND GIRT ORIENTATION. SCALE:NONE ENG.BY: 2=.112, 3=.179, 4=.250, 5=.3125, 6=.375 P.O.#:W24292 SHEET NO, GD2 OF 4 WALL SHEET 2 #12 x 1112" S.D.S. I WALKDOOR DOOR FRAME im -------------I ------------ -- -#12 x 11/4" S.D.S. SUBJAMB GIRT I / W S A US LK D SUBJAMB M 0 B R ------ WALL SHEET?I GIRT TTR /-INSIDE CLOSURE F FIELD LOCATE AND GIRT-/ AS REQUIRED SUBJAMB 0 HO LES DRILL %6" 'L'S #2 2" S.D.S.(1, . 0 -6 O.C.) Le I DOOR FRAME FRAMING CLOSURE FTC-3 0 3070) FRAMING CLOSURE FTC-3 0 4070 &6070) (FTC-74) -OTRIM WALKDOOR SUBJAMB TO GIRT 2 WALKDOOR HEADER TRIM -T3 WALKDOOR- SUBJAMB TRIM 4 om om 0:2 0:2 ng FINISH FLOOR L LEFT RIGHT WALKDOOR SUBJAMB TO GIRT 1 5 6 7 9 10 11 GENERAL NOTES: 1) ALL BOLTS TO BE 112." 0 x 11/4" A-307 (U.N.) 2) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE 4) ®MATCH SHOP MARK. WEDGCOR INC. 5) SEE RIGID FRAME CROSS BUYER:HORNING CONSTRUCTION CO. DRAWN BY.LSS SECTION, FOR PURLIN AND GIRT ORIENTATION. CUST:NORTHEAST POWER SYSTEMS r-27.00 6) SOME DETAILS THAT ARE DESCR:60.OAOO.OA4.0/16.5 .5:12 CHECK BY: SHOWN MAY NOT APPLY TO SITE: QUEENSBURY, NY YOUR BUILDING. REFER TO YOUR VERIFICATION FOR SCALE:NONE ENG.BY: THE OPTIONS THAT ARE P.O.#:W24292 SHEET NO.:GD3 OF 4 1 8 1121 INCLUDED. #12 x 11/2" #12 x 1'12" NOTE: SEE FRAME CROSS SECTION OF MAIN [IT) S.D.S. FRAME FOR PURLIN AND GIRT ORIENTATION. #12 x -3/4 (GA)(TYP) ENDWALL (GA)(TYP) SELF TAPPING SCREW RAFTER S.D.S.S EAVE STRUT--\-1 WALL A_ V-6' l'-6" 1'- (S.T.S.) JER V 6' "_6 6 #12 x 11/2" PBA-10 PBA-10 6� l'-6" 1-6 ET SELF DRILLING SCREW (S.D.S.) (FIELD CUT (FIELD CUT -6 AND BEND AND BEND AS REQ'D) AS REQ'D) T T T T T T SIDEWALL ENDWALL GIRT GIRT #12 x 11/4" S.D.S. (GA) (TYP) ....... ...... SIDEWALL PBA-10 SECTION 11 ENDWALL PB..A..-...1 0 S-ECTION 12 ~ PBA-10 TO BE INSTALLED BEFORE #12 x 3/4" S.T.S. APPLYING ROOF SHEETING. SEE ROOF (AT EACH HI-RIB AT RIDGE CAPS) V2 24xlll2." FRAMING PLAN FOR LOCATION. .D.S. (GA) 3 #12 x 1112" S.D.S, w 1 PIECE PBA-10 LOCATED AT CENTER LINE ENDWALL (GA)(TYP) OF BAY(S) PLACED AT EAVE STRUT TO RAFTER \-PBA-10 FIRST PURLIN W/ 10'-0" THRU 19'-0" BAYS. (FIELD CUT RUN PBA-10 TO EAVE FOR BAYS OVER 19'-0". 'W LL TER UD BEND AS REQ'D) PBA-10 (FIELD CUT AND BEND AS REQ'D) #12 x 11/4" #12 x 11/2" S.D.S. ENDWALLLL ENDWALL S.D.S. (GA) aA , ROOF & WALL PRIMARY FASTENER SPACING AT SHEETING ENDS, LAPS, 00 WALL PRIMARY ST Sp C T SHEETING P, V STRUT, SHEETING , & S RIDGE CAP, EAVE STRUT, SHEETING LE, & BASE RIDGE CA EAVE R FEE NG ANGLE, BASE ANGLE. ""�#12 x -3/4" S.T.S. GIRT GIRT ENDWALL PBA-10 SECTION 3 ENDWALL PBA-10 SECTION 14 S.T.S. S.T.S. LAP i S.D.S. f NOTE: SELF DRILLING SCREW PATTERNS NON-INSULATED BUILDINGS. \-2- TAPE -------- USE PATTERNS(Z)&@ �S 9:\FA SPACING�RMEDIATE GIRTS &�PURLIN MASTIC ROOF SHEET ROOF SHEET INSULATED BUILDINGS FASTENER �AT INTERMEDIATE ROOF SHEET (SKYLIGHT) (SKYLIGHT) LL_ (SKYLIGHT) USE PATTERN(D ONLY. #12 x 3/4" S.T.S. (WHEN INSULATING BETWEEN THE (AT SHEETING SHEETING AND RED IRON) SPAN MIDPOINTS.) ROOF SHEET 2" 4" MORE THAN 4" OF INSULATION REQUIRES SCREWS -d (SKYLIGHT) USE TAPE MASTIC AT ALL LONGER THAN 11/4". PLEASE ADVISE BUILDING PURLIN ROOF SEAMS AS SHOWN - REMOVE PAPER BACKING. MANUFACTURER IF LONGER SCREWS WERE NOT FASTENER SPACING AT INTERIOR SHEETING. PURCHASED. ROOF SHEETING END LAP 15 ROOF SHEETING SIDE LAP _T6_ GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 0 x ll/W' w)[ WALL SHEET A-307 (U.N.) 11 (WALL-LIGHT) 2) VIEW IS FROM OUTSIDE OF I BUILDING (U.N.) GIRT 3) ALL DIMENSIONS ARE 4) ®MATCH SHOP MARK. WEDGCOR INC. iv I 5) SEE RIGID FRAME CROSS BUYER:HORNING CONSTRUCTION CO. DRAWN BY.LSS SECTION, FOR PURLIN AND GIRT ORIENTATION. CUST:NORTHEAST POWER SYSTEMS 6-27-00 S.T.S. 6) SOME DETAILS THAT ARE DESCR:60.Ox100.Ox14.0/16.5 .5:12 CHECK BY: S.D.S. SHOWN MAY NOT APPLY TO SITE: QUEENSBURY, NY YOUR BUILDING. REFER TO YOUR VERIFICATION FOR SCALE:NONE ENG.BY: THE OPTIONS THAT ARE P.D.#:W24292 SHEET NO, GD4 OF 4 WALL SHEETING END LAP 17 8 INCLUDED. PROPER POWER-SAW CUTTING OF COLOR-COATED STEEL SHEETING y As recommended in our general building manual,steel color coated sheeting may be cut with a power saw... ....IF it is done away from other panels unused or already installed. ....IF the interior(bottom)surface of the panel is place UP and is covered with a tar- fd{ paulin(this protects the exterior(top)surface from hot filings and minimizes the chance of damage.) ....IF these filings are wiped off both surfaces before installation. SO AOKI- If these cutting precautions are not taken,rust spots are likely to develop.Following are the results of an examination conducted by National Steel Corporation Research Center which proves that rust spots on the painted surface of color-coated panels were caused by hot metal particles generated by an abrasive saw striking this surface...adhering to it...and subsequently rusting. M601W Figure 1.Sample of color-coated panel Figure 2.15X magnification showing rust spots on surface. photomicrograph of a cluster of rust spots showing particles adhering to painted surface and rust stains surrounding them. NOTE: The above information also applies to filings generated when drilling holes for fastening by drill screws.The exact same precautions that apply to power saw cutting should be taken to prevent rust spots when drilling. '« E S I Cj N� S August 7, 2000 David Hatin, Building Inspector A R C H I T E C T U R E Town of+Queensbury INTERIORS 5`t2 Bay Road Queensbury, NY 12804 PLANNING Re: Northeast Power Systems Carey Road Dear Dave, Charles Johnson, AIA Eight Phila Street Please find attached (2) sets of revised sheet Al for Northeast Power Systems Saratoga, NY 12866 Building Addition. The revisions include the following: Tel 51 8.583-0027 Fax 51 8.581 .0607 Detail 6 — Change note. (5) #4 each way to: (3) #4 one way and (5) #4 bar opposite way. Change note: #4 vertical rods with 1 ' hoof C 48"oc to: (2) 04 vertical rods with 1' hook I have affixed my professional seal to each sheet for your use as Building Permit submittal drawings. If you have any questions or comments, please do not hesitate to contact my office. Best regards, Charles Jo s I I Id. FOUNDA'00N FLAN ScAI: 1 OUTLINE OF NEW 550' CANOPY ABOVE —4' THICK CONC. SLAB CANOPY ABOVE ?0' WIDE x IN-6" HIGH FLOOF PMN SGA . l/f " - r-c r L PROVIDE WALL MTD. EMERGENCY rCN w I PACK W BERAATTERY POWER OP (TYPICAL ? LOCATIONS) SHOP NOTES- PROVIDE BUILDING: MANUFACTURER STANDARD METAL INTERIOR LINER PANELS TO ALL EXTERIOR WALLS OF ADDITION TO W-dV W04 WATMG: PROVIDE GAS FIRED UNIT WATERS AS REQV TOP OF NEW GONG. SLAB TO ALIGN W/ TOP OF EXISTING SLAB REMOVE METAL 6101146 STEEL FRAMES, PROVIDE ME1 AL CHANNEL CLOSURE AT JAM PANELS TO ALL EXTERIOR U LLS OF NEW OPENING: EXISTING SHOP a- -�, - •. -.`MAN 0 . AAP� % CANOPY ABOVE 4" THICK CONC. I CANOPY ABOVE REMOVE EXISTING: 5'x3' TAL CANOPY W/ CARE AND SA.VAAE FOR REM REMOVE EXISTING DOOR oWD REMOVE EXISTING WINDOWS _ FRAME W/CARE AND SALv ENTIRETY. 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AVr[P[D 00PM fKAIArrM 4- 44 V�ERT l'1LLr rRGf:Gf AGAN`xr 4k`1'Cx!�Y,:P/)?'.'y0f11�j7#Rs SrP.M"'X� GYtIi+A311!i AO'SCttCt��'.VUf`OP. IPJ7� AL PY C. rKCr 'S'i'l.krl�C1° CXCi'?JI'tG'PI�"�lXtN4"rrYM6GiP��iC"✓t `�C?`C'l i:r{'tC'uK.'�P "MO,/IDC'Sr1ALLMCMI":I�iPN t1NVD1N!sTiilt 3- �4 M 'S/6' FIRE CODE GYP W ANczM TO EX1 rMV/5tr[5 TU RCt 9/'rN tC AGOAMION CrX,�t TD ASP C[ JT[P rf1AN [ Q!5rP46 PAW rO DN1A6r Z ' tab !1 PROVIDE ADDITIONAL METAI. STUD IMR G A8 CA00"AGTOP Jt .4LL LrA✓c rf*,f Strr /N AACV, OA'DCIrLY AND 5Ar[ COAnaTpN E 1 NEC.�IN = TO iUPF�CRT GYP. PROVIDE I COAT Ar Mf [ND OF [AGrr WOrK DAr, rtr[ -'5" *V MX.Cr�Er n, :. Of MAC[ EtOn1t 2411 TAPE 4 OPACKL.E ALL JOWTb A✓ xGe�iri� r03�DLt 9C� A"3 TQ P�NCIt� t�WAurttl?rl�'L� !'NTIe rY AVD AGT,L IT)'. C,r;I�Tk'ACTOR' 9r1N.L. PIi'OVJDt" huC' M�r4VrNrV YiFOr,�k' ✓", l�Ae�'9 ` TOYd�1 t ` OUEENS6URY BUILDING DEPARTMENT r[tuCc� rQ rifOPfFLY PVOrMr ME WOO, C IZVr, rcr�Iw AVO rPOPCIJ'rY. 5/S' ICE CODE GYP. Based on our limes examination, r°1'A't AND 6111 t L�'N6 CX%.4/ATION M/D �LrGWOl4'z NGAI F' TR'rC!'� Sl t1CG�11t�L? TO 1{`LY 1I14V, t,UNrI('/k7OR' NTO E WTNG FOM%" ANGER TO ! TAL STUDS compliancewith our comments shall �rA1l -Aw rPOrm rfrlt3txne! rO rPorecr Root .tm7 Ak> ovrrt1AM LairMRCtt[� r s� Ntl 3 bAr 26 GA. METAL. STUD • not be construed as inking the r� ANCHOR TO 1✓ .CM f�LN� W *0 ROOF EXISTING CONC SLAB plans and specifications are in full TO jR j OF r+esvvl D�1,1C-ae. camp!iance with the code. vv�♦ v QUEENWRY 9w_iVirAU c PMff.Lf,�WthND a'etGow.�.vAV#r c? -IWrk%9CW } BUILDING -s---- ErAOrAPrASN,.Jrlc[NrrC^xx*% aim toDvw:eww, 'rPolrt nrc�';nPCA,'�' OrlF�ttNrrtan lfG: REVIEWED BY h A ft f I PrIION t.�.�L- I 1 YL DATE L tmWOPKc�rTr�� n�A nl rrL GL" '� i�.c + fArcGN rat, 1aL, rr U O//rj�y/YAff& COW, M., PIFP-4ro r-o� 1 .-im' - ram' ,a - PARADOX DESIGNS. ARCHITECTURE Charles Johnson; AIA Eight Phila Street Saratoga, NY 12866 518.583,0027 l.� O Q Q cjZ w � � UA t11 O w 'Q O� �v 6r b" OU W&L .5EMON ,5cnc M: _ w, - r-a, i Nk I � RER'S, STO I \ \ NSULATION I � I . � I � r I \ I \ i \ I I \ X I � ' 177 t I i :RIB, STD SULATION I A �� A •��• I l I I / I r � r �J BUILDING TNERMA 1/ALUES EXTERIOR WALL NUX AIR FILM .11 GYP&r BOARD .45 Ne LATIO14 10 OUTSIDE AIR FILM n TOTAL R VALUE: 1139 w / CUM WE AIR FILM 11 N ULTION 145 TOTAL R VAL L E, 153 MATCH ROOF OVERNAWs 12 In 6" FEW. CONCFEM SLAB 5i�� ��rv�rioN PROPOSED EXISTNG FpoNr jffttivhrloN _ _ _ _ _ _ _ _ = _ = _ _ _ _ -- — _ -- t� PEAP jff�nlATloN f : 118* - r-C METAL ROOFWs STEEL PURL IN PRE-ENGWERED STEEL FRAME R-19 FIBERGLA96 N6LL.ATOL_/ PROPOSED , EXISTING RIDGE CLOGLIF E j ALLIMI MELOY! GRADE � 10000 METAL 81OMG IN COLOR TO MATCH EXIST 60MG n G�055 5�GT10N w �: 115W- Va,. - r-O" `�„y a . ,ti^. s'dWL.vv'.'hdY'�iLirtiv 4"' 4 Y.� .'L".'+i�6'�..