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1986-058 BUILDING PERMIT TOWN OF QUEENSBURY No. 86-58 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Dr. Douglas Petroski (Adirondack ;,Q_y nAst cs) OWNER of property located at Homer and Everts Avenues Street,Road or Ave. d > • Gymnastic Center � cy in the Town of Queensbury,To Construct or place a Y H 0 at the above location in accordance to application together with plot plans and other information hereto filed and 0 Im approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. m w 1. OWNER'S Address is Northwest Village m Glens Falls, New York f W n 0 t1 ►Pr+ t•� 2. CONTRACTOR or BUILDERS None p. G. Armando .. 3. CONTRACTOR or BUILDERS Addreas Northwest Village Glens Falls, New York x 0 4. ARCHITECT'S Name m H w d a 5. ARCHITECTS Address C M R rt rt C 6. TYPE of Construction—(Piece indicate by X) M D ( )Wood Frame ( !Masonry (A Steel ( ► m 7. PLANS and Specifications 80tx100t per plot plan, specifications and application No. submitted including sewage system - per Variance 1043 granted 11-21-85. 8. Proposed Use 0 Gymnastic Center w rr W $5.00 C/O Paid n n $ 320.00 PERMIT FEE PAID—THIS PERMIT EXPIRES October 1 19 86 M (if a longer period is required an application for an extension must be made to the Building and Zoning inspector of the M town of Queensbury before the expiration date.) rt Dated at the Town of Queensbury this 7th Day of March 19 86 SIGNED BY / rlic MGM for the Town of Queensbury Building and Zoning Inspector C/O Paid CERTIFICATE OFOCCUPANCYk T N W f WAR MN CO sa Ua®et June 5 _19 86 v This is to certify dot work requested to be lone as ifs by Fereetit NO: . $6-59 has been congdeaA Thu structure nwy be occupied as a Gymnasium/Dance Studio M IA=don Corner Homer and Everts Avenues ownerDr. Douglas Petroski - Adirondack Gymnastics ` By Order Town Board TOWN OF QUEENSDURY Jill VON � { THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY P ICrr 41 STATE STREET.ALBANY.NEW YORK 12207 DoteJA&us t it 1, 1986 Application No.on file 005 096_g 6 A 6 6 V 2 9 8 THIS CERTIFIES THAT only the electrical equipment as d wAbed below and introduced by the opptiant homed as the above application number in the promises of Dr. Douglas Perrosek i, Hoer Ave. , Glens Falls, New York in the following location; ❑ Basement ® In lFT. ❑ znd R. Outs id.S Section Block Lot { was examined on 7 1 l b and found to be in complirnce with the requirements of this Board. IIXTURR ACUIS SYMCIN"A OAKS OISM W i OUTLETS NCATN7lSCENT FLUORESCENT AMT. I K.W. AMT. K.W. Amt. K.W. AMT. K.W. AMT. H.P. 71 46 14 26 45 44 it ` ORYERS RMMACII MENTORS l JWW Aar l 1fIKWMAWPT we ams Nu UNIT IlrATgE MLEt714MT1iET ONOMFS OIL I H.P. OAS H.P. AMT. NM A.W.G. AMT. AMP. AMT. AMPS TRANS. AMt. H.►. ��T AMT. WARS f 4 fr 30 2 30 1 s-, - It- _.ate 11- -+- e t AMAUM T. AMP. TYPE . 1 X ZW 1/3 S/9W S/'AW NO.OF C�CON6. w.fp.D. NO.OF W-LIG A�W G� NO.GF MUTRALS OF 1 400 �g 1 X 1 500 1 500 OTIRIR AMARATUS: { L - gi,ci 4 tt. - track lighting 1 - 4.S K.W. El.ec water heater l - 2.5 K.W. Bloc., room heater 4 -"00 K.W. " 2 - 40 c r. 200 rating Panels Dr. Douglas Potro e/ G. Armando ' Northwest Village, :;M�- Aiz, 239 1111110401 MANAGGR Glens Falls, Now Yoxk 12801 per Tlas, bq fillEit cndtlnlirak 3 copy Fo! SUIL011 C? PA tTt t . THIS C, SE ALTER10 i1 ANY MANNER. R. ,: ^— -- j BLDG. LINE COLUMN SPACING LS11 4 1 (U E o R T SIDEWALL R SIDEWALL N _ FINISH FLOOR iu 1 1 1 ELEVATION 1" INSET a¢ NOTE s" J — Z J — 1/2" , Q :D Q 3 to Jp 3 cu u O CD z 2 1/2" 1/2" b-B TYP ANCHOR BOLT TYP COLUMN PROJECTION BASE PLATE DETAIL 1-'1 1" DIA A-36 A.BOLTS B 3/4" DIA A-36 A. BOLTS c 3/4" DIA A-36 A. BOLTS ALL DIMENSIONS SHOWN ARE TO BLDG. STRUCT. LINE DO NOT INCLUDE FDN N iH. (:2 3 4 5 F' FRAME AT FRAME LINE W 2 TYPICAL AT J FRAME LINES 2-4 J m O 8W X 8 L 8W X 8 L °D DET. B SIDEWALL DET. B D- 9Wse X 24L DET. A all 1 � 1 a7 00 B 8W X 8 Ls_8W X L DET. C • DET. C o .n ¢ I i ¢ 3 Z o (U z �z (U cu cu �D (Uppw w •L� lDr CC e�8W X 8 L 8W X L o �4 DET. C DET. C + C x, r C`OR TUVW`1�4 t3�' QuLLNSBURY o 47.3 Pe I Ski I 00 ho�•�a h c 13W X 25L // E` I/2A,r$ PJ DET. A - - s •• Oe ee • D + ee so ++ • c� D 8W, X g L l S I DEWALL 8W X cr L DET. B V V1► 3 - 0 DET. B FINISHED FLOOR ELEV. 25 ' -1 25' -0 25 ' -0 25 ' -1 AND BOTTOM OF BASE PLATE ASSUMED AT 100 '-0 ' ' UNLESS OTHERWISE NOTED 100 ' -2 ! BL TO BL ( FRONT ) llSGN GK. b+f_jad GENERAL NOTES REV- DATE REV. ANCHOR BOLT LAYOUT 1 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE - R. BY: SCALE BUILDER JOB NO. SHEAR AND TENSION PER AISC (FY = 36 KSI ) . ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR (,, N o T o S o BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. GLENS FALLS INSULATION CO . 73896 V W 1 2. CONCRETE, GROUT, ANCHOR BOLTS AND ANY OTHER EMBEDDED _ K.BY: DATE CUST. DRAWING ITEMS ARE TO BE FURNISHED BY OTHERS. DR . DOUGLAS PETROSKI 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER OF F DOCUMENTS. 12 /17 /85 LOCATION GLENS FALLS NEW PORK 4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. _ IS T R P N B U L D I N G S N B � A A UNIT OF Af1CA INTERNATIONALnETALBUILD ING MANUFACTURERS ASSOCIATION rl BLDG. I N LINT COLUMN t SPACING 4 SIDEWALL �� �, a- � � S I DEWALL FINISH FLOOR = .__W_�� - - ELEVATION 1,, a I I N SEE INSET NOTE 1 v 4 — 1/2" J J — CE 3 O c\u z w 2 1/2" 1/2" TYP ANCHOR BOLT TVP COLUMN PROJECTION BASE PLATE DETAIL 3/4" DIA A-36 A. BOLTS B 3/4" DIA A-36 A. BOLTS ALL DIMENSIONS SHOWN ARE TO BLDG. STRUCT. LINE AND DO NOT INCLUDE FON NOTCH. 1 (:2 3 4 5 tL FRAME AT FRAME LINE J 2 TYPICAL AT FRAME LINES 2;-4 J m O (� m 8W X 8 L DET. B SIDE ��LL 8W X 8 L DET. B s s 8W X 9L DET. A O O J 3 J O O (U tU w I 3 N 0 o O w s 6 8W X L S I DEWALL — — — -� DET. 6 V I/\l ��-_� DET. B i I 8W X S L FINISHED FLOOR ELEV. _ I AND BOTTOM OF BASE 22' -1 26 ' -0 25 ' -0 22 ' -1 PLATE ASSUMED AT 100 '-0 ' ' UNLESS OTHERWISE NOTED � --- 94 ' -2 I I ---- BL TO BL ( FRONT ) ! 3 3 -- a ! GENERAL NOTES REV- DATE REV. 1 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE BY ANCHOR BOLT LAYOUT SHEAR AND TENSION PER AISC (FY = 36 KSI ) . ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR DR. BY SCALE BUILDER JOB NO. BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 2. CONCRETE, GROUT, ANCHOR BOLTS AND ANY OTHER EMBEDDED No T o S . 73896 V W 2 ITEMS ARE TO BE FURNISHED BY OTHERS. GLENS FALLS INSULATION CO . 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER :K.BY: DATE CUST. DR . DO DOCUMENTS. DRAWING UGLA PETROSK I S 4. FOU NDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR � 12 /17 /85 LOCATION FLO F BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS GLENS FALLS NEW VORK DRAWING OR STEEL WILL NOT FIT. STRAN BUILDINGS N B N A A UNIT O F A 1 1 C A INTERNATIONAL "ETA` BUILDING MANUFACTURERS ASSOCIATION LL W 1 2 3 4 5 m J mSTART SHEETING @ FL 1 ES25�0 44 E3241 144 ES241 144 E 52 50 044- A q O�27OS OIV270006 0 V ? 504 (10) RE (10) REQ'D (10) REQ'D 0` / 0- 4RA 03co 1 R3ao�7 GAV8 (�4 REa D g g O OIV270504 0 0 (10) REQ'D " uj w CD NO Q \ m 3 7 a _ o (U m m N %D 0i ty (U O1V270504 ( 9 ) REQ'D C C Rao i o t�6AU8 ', (34) REQ'D _I 4RA 0 3 oiV270005 X, (�--AVZ70005 atv27cx5-04 (9) 01 l �C-bz,C) D D o f PX 24 1144 o f PXZ4114¢ O I PXZ4!!4q- o I PX24! 1 Uw2 ROOF x / X ` sEE E2 X SHEETING 25 - I 25 -o 25 -o ZS'_ ` LAYOUT l00 ' -2 BL TO BL ( FRONT l REV. DATE REV. NO. BY ROOF FRAMING & SHEETING PLAN R. BV: SCALE BUILDER JOB NO. DRS N . T . S • GLENS FALLS INSULATION CO . 73896 VW1 :K. BY: DATE CUST. DRAWING DR . DOUGLAS PETROSKI OF E ( 12 /17 /85 LOCATION E t GLENS FALLS NEW YORK S T R P N B U I L D I N G S 11 B 11 A A UNIT OF A f1 C A INTERNATIONAL META 9ULL°SNG MANUFACTURERS ASS°CIATION 1--'- RooF PhN L EAv -- _----•' F A FTZ'Z... wr�LrL. I--1vJc���-5 t �s ELT LL UA 1 2 3 4 5 J m J` O {tom\q JJJ m -- - START SHEETING 0 FL 1 NE2D22o043 0 L-PVI - 7\/P NE1D24114' NE1D24111 NE2D2200423 C �• p+- [ {M 113 l F 1 �.L_D L I<"A T _ 0 lVa70006 OIV270006 0lV2405_05 (3) REQ'D ----- - (3) REQ 'D (3) REQ 'D -- -- OIV240506 (3) REQ'D \fJ 2- v W f O O C'S 0 W W 0 w Q � �u.� a 3 1 Q8 o i J 1 I —r�p�x f O 1 V 240.�0 5 i Os C LO SVQE Qp) REQ'D \\\ HWD 110( .... a wl+ NoTf✓; USC ►-1 ac)7 4-D S EA L A1lJT A e oTA S I DES or- 1 0 1 V240505 CL.�JSUP.CS, 1 0 V2?0006 �'1 O1V270006 _ REQ'D —� (ip! REQ'D � tro) REQ'D B J MA l ROOF S .y SHEETING see s el � LAYOUT 25 ' -0 25 ' -0 22 ' - 1 ----- ' 94 ' -2 BL TO BL ( FRONT l . N��• DATE REV. ROOF FRAMING & SHEETING PLAN DR. BY: SCALE BUILDER JOB NO. N o 1 o S o GLENS FALLS INSULATION CO . 73896 VW2 K. BY: DATE CUST. DRAWING DR . DOUGLAS PETROSK I F V-`✓� 12 /17 /85 LOCATION GLENS FALLS NEW YORK STRAIN BUILDINGS 11 B M A METAL 80IL°ING MANUFACTURERS ASSOCIATION A UNIT OF AMCA INTERNATIONAL DIMENSIONS 4 16 A D 12. 0000 1 ° 0 OVERALL SLOPE 60 '-2 o r-, � o m -,� 71 LD m w w .� CD o m n o o � LL 41 o CD 18 AT I 2' 7/16 X 6. 0 FLG, �LG, 1 /4 WE8, L=15. 0 1/4 �' �1Go0 , ' 0 D = 20 . 0 TO 42. 1 X ` L 5/16 X 7. 0 FLG, 3/1�'31E�9 TO PO 3/16 WEB, L=15. 0 ' p D = 13° 0 TO 31 . 0 00 8 x ? .� u_ls. ti0 3� WEg` 13^ 39°� TO O o crI cn F- �� _ II —CO CD FB30 40 ro° X w m� CD (U w 2F° > co .IN -AF_o I Q - ul) oil w w i - o cU S - co ° ro(�J 0` U1) =m _, O w Ca Go 0t1 . OD J. o _ Q LL_ I I O w J F- o > °mo co ILL) ° 3 m X w A CO--+ 11 -IN � "I LP Ln O 1 C` S i CLEAR UNDER FRAME AT HAUNCH 15 ' -8 7/16 CLEAR UNDER FRAME AT HAUNCH 20 ' -1 3/4 1 CLEAR BETWEEN KNEES AT HAUNCH 55' -11 CLEAR UNDER FRAME AT MIDSPAN 18 ' -9 1/8 1 60 ' -0 FRAME SECTION AT FRAME LINES Z , 3 & 4 LB BASE PLATE WITH A36 ANCHOR BOLTS A325 CONNECTION BOLTS 0 9" X 24" X 3/8" (4) 1 " (D ( 16) 3/4" X 2 1/2" 13" X 25" X 3/8" (4) 1 " (D ( 16) 3/4" X 2" (20 ) 3/4" X 2 1/2'' Nay. DATE BYE. FRAME CROSS SECTION ( S ) R.BY: SCALE BUILDER JOB NO. N ° T ° S ° GLENS FALLS INSULATION CO . 73896 VW 1 K.BY: DATE CUST. DRAWING j DR . DOUGLAS PETROSK I E ( 12 /1? /85 LOCATION O F GLENS FALLS NEW YORK STRPN BUILDINGS N B M A METAL BUILDING MANUFACTURERS r.?46R- SEAL A UNIT OF A Nl C A I N T E R N A T I O N A L ASSOCIATION i A B 12. 0000 O 3. 0 a _ CDm W PX1 AID 12• V 1/a 22 0 00 3/16 X G. 0 10 3 1/8 12.0�T0 22.0 D t II I D to 71 rLA I- G; N CD r 1 Lil -- W D _ CD 01) W L> ,;Y � 3 IQ o u 0 D �W I . + z L)� m o xw r � 3 m O i .tJ � ti I i i � 1 I VERTILAL C LEAIZ 1 NAvr\1CVA �31- I i 11� �E2T�cAL cLEA� VERTICA cl-- — - 1t4 14AvAAC4 /8 � HOK Iz or J T/%L CLEAR �P.vr.ILH 19�-4 20 1 -0 FRAME SECTION AT FRAME LINES 2 , 3 & 4 B B BASE PLATE WITH A36 ANCHOR BOLTS A325 CONNECTION BOLTS D 8" X 9" X 3/8'' (2) 3/4 " ( (4) 1/2" X 1 1/2" ll i (4) 1 /2" X 1 1/2" REV. DATE REV. NO. BY FRAME CROSS SECTI ON ( S ) )R. BY: SCALE BUILDER T JOB NO. 0S o �. GLENS FALLS INSULATION CO . 73896 VW2 DATE CUST. DR . DOUGLAS PETROSKI DRAWING 12 /17, /85 LOCATION GLENS FALLS _NEW YORK � 4 OF E J STRAN BUILDINGS _ _ A UNIT OF A �1CA I 11 B M A N T E R N A T I O N A L METAL BUILDING MANUFACTURERS ASSOCIATION rr f A B r � 1. D x N - jp X u1 �p w M 12. 1 . 0000 OVERALL SLOPE _ D 60 ' -22 18 AT 3` -0 = 54' -4 A BEGIN SHEETING AT HIGH SIDE FIELD CUT ( 1 ) RKF20 AT HIGH SIDE RC3)CID - RL3X1 I occo 1 R 13A 12 o c c o 1 RKF20 RKF20 02V211044 02V17022(0 _ � `r (2) DJA12 �`��1 M?oC>4-5� w N o , 0-yeP w _ 02V17022(0 02V211044 02V17022.Co W ,D _ ! `1 1 D H O`]1 1(a(a _ F _ _ w allLn 2 ! _ _ w (2) CTA I O w 02V170 2�0 02V211044 02V170OZ(. (2)OJA20 ! / � --l of CTA 14 9� �l I (2)DJA16 S 10 <C1 I SBA1 8, X8 r-?-AHED UPEl ltNG BTA10 BTA10 BTA10 BTA10 STA10 BTA10 (3) REQ' D FIELD LoGATED ¢ a a a Q as ¢ a m m N cn m m cn cn m N (n ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ m N0 NO NO NO %D \0 ID NO %0 %0 %0 .D .o -D --D s0 ID � ID 0 Co. 0 0 0 18 ' - 9 22 '-6 o 0 0 0 0 0 0 0 0 0 o m .00 CD o (� .00 CD c m 18 - 9 0ll of o (w cov to cov m m o 0 0 0 0 ., ,-. 1-4 m m o 0 0 0 0 0 0 0 u 0 u u u u cu (u ccu (No c (u (N0 ccu 60 ' -0 BL TO BL NOTE : KEY_TO_PART_MARKS J X I N D 1 CA T E 5 F L.AAJ6 E SRAC XXXXFF I I EG F'3302D REO 'D XXXX = V ( Z GIRT ) J OR M ( C DR JAMB l DH ( C DR HEADER ) FFIIE = PART LENGTH ( FT - IN - EIGHTHS ) G = GAGE - 10 ( EX. G _ 6 IS 16 GAGE ) ALL C 'S ARE 8" OP. W/ 3 " FLGS. E N D W A L L FRAMING. AT FRAME LINE # 1 EN DWALL SHEETING AT FR . LN . 1 GENERAL NOTES REV- DATE REV. 1 . A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN NO. BYL �W D� NL ACCORDANCE WITH AISC "TURN-OF-NUT" METHOD. D L E V A T I 0 N S 2. USE 1/2" DIA. X 1 U4A307 BOLTS FOR ALL GIRT CONNECTIONS DR. BY: SCALE BUILDER JOB NO. AND FLANGE BRACE TO GIRT CONNECTIONS 3. USE 1/2" DIA. X 1 1/4 " A307 BOLTS FOR ALL PURLIN , GIRT N o T o S o FLANGE BRACE AND GIRT CLIPS TO FRAME CONNECTIONS GLENS FALLS INSULATION CO . 73896 V W 1 K.BY: DATE CUST. DRAWING DR . DOUGLAS PETROSKI �Qs 12 /17 /85 LOCATION E 5 OF E 17 6. WALL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL GLENS FALLS NEW YORK SYSTEM. UNAUTHORIZED REMOVAL OF WALL PANELS IS PROHIBITED. STRAN BUILDINGS , A N e � A I Ftgsa- -'FAl- I METAL NG NllT URERS NIT OF AMCA INTERNATIONAL ASSOCIATION 2 i EY A B 00 0 .r -t Go - z x r a 12. 3.0000 _"Ops B BEGIN SHEETING AT HIGH SIDE 2, 7 �(��� 2,176 FIELD CUT ( i ) RKF20 AT HIGH SIDE 5' ' cc RKF2� (7Yf:'� w r 0 02v 7o1a >N V W look i2 0coc , TY,io, _ u) rY�. ' V.IV, C SC ► © s - o l No _ �_ _�o2v coo � CTA10 47 � CT�o� C2) DSR�,o QLo '-' GSCI�', r 9 (2)DJA16 w —,cu T`fp. U,n}, BTA10 BTA10 SBA 1 u u u L) u u V( 1 ) REQ' D \0 .0 .0 l 10 D N . � m (3 0 0 0 0 0 20 ' -0 BL TO BL . K KEY-TO-PART MARKS XXXX17FIIEG XXXX = V ( Z GIRT ) J OR M ( C DR JAMB l DH ( C DR HEADER l FFIIE = PART LENGTH ( FT - IN - EIGHTHS ) G = GAGE - 10 ( EX. G = 6 IS 16 GAGE l ALL Z ' S ARE 8" DP. W/ 3 FLGS. ALL CIS ARE 8" DP. W/ 3 FLGS. ENDWALL FRAMING AT FRAME LINE # 1 ENDWALL SHEETING AT FR . LN . 1 GENERAL NOTES REV- DATE REV. NO. BY E N D W A L L ELEVAT I ONS 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "TURN-OF-NUT" METHOD. R. BV• SCALE BUILDER JOB NO. 2. USE 1/2" OIA. X 114 A307 BOLTS FOR ALL GIRT CONNECTIONS AND FLANGE BRACE TO GIRT CONNECTIONS N o T o S o GLENS FALLS INSULATION CO . 73896 VW2 3. USE 1/2" DIA. X 1 1/4" A307 BOLTS FOR ALL PURLIN , GIRT , FLANGE BRACE AND n'_RT CLIP; TO FRAME CONNECTIONS � ! K.BV: DATE COST. DRAWING C DR . DOUGLAS PETROSKI �oJ 12 /17 /85 LOCATION 0 F GLENS FALLS NEW PORK 6. WALL PANELS ARE AN INTEGRAL PAKT Or THE STRUCTURAL SYSTEM. UNAUTHORIZED REMOVAL OF WALL. PANELS IS PROHIBITED. ISEAL A UNIT OF A M C A INTERNATIONAL "ETA` BUII°ING HANUFACT"RER$ i ASSOCIATION DIMENSIONS a 416 D C B A 119 Lo of x a W w W 12. 1 . 0000 D 4f� 60 `2 1 A 2 28 AT 3' -0 S4 , -0 BEGIN SHEETING AT HIGH SIDE OVERALL SLOPE FIELD CUT ( 1 ) RKF20 AT HIGH SIDE 2'-t0 is 2'-ID Occ01 KBIX10 Q RKF20 OccoI RBX12 RKF20 pile (2Al2 02V17022G 02V21104 (4) Hwob45`3 = Co ` yp,, co ►- _ w `O x \ x _ ,D 02VI7022-G 02VL110 02V17022Co >a` x _1 , 1 w _ HTF1a_ cTA o >N � P11-10-]1 (Co� Q\j (2)DJA20 w 1 CTgi4 02V17022G ! 02V211044- 1 02V17022 7 (2)DJA16 01 1 0 0� 01 of I < o N of a BTA10 BTA10 BTA10 BTA10 BTA10 BTA10 to (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n (n () U) SBA1a a a ¢ C. a ¢ ¢ ¢ ¢ a a a a Q ¢ ¢ allo (3) RE Q' D S° X $' FRAMED OPENING ' .D .D NO .D .D .o .D NO NO .o .D C%D .o .D .D .D C) .o .D Co Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl0 m m o .D m o O� .� m o ol %D FIELD LaGATCD o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 't m co m m (u (u (u (v 1.4 18 ' -9 22 ' -6 18 ' -9 cu 0 0 0 0 0 0 0 Lo 0 0 0 0 0 0 0 0 0 � 60 ' -0 BL TO BL KEY-TO-PART-MARKS NOTE , XXXXFF I I EG I) X IiJ ICATFS FL/XNGE 3R/\CE s XXXX = V ( Z GIRT ) FB3020 REa'D, Y J OR M ( C DR JAMB l DH ( C DR HEADER ) FFIIE = PART LENGTH ( FT - IN - EIGHTHS ) G = GAGE - 10 ( EX. G = 6 IS 16 GAGE ) ALL Z 'S ARE 8" DP. W/ 5' FLGS. ENDWALL FRAMING AT FRAME LINE # S ENOWALL SHEETING AT FR . LN . ALL C ' S ARE 8" DP. W/ 3 FLGS. NO. DATE BY�� ENDWALL ELEVATIONS GENERAL NOTES R. BY: SCALE BUILDER JOB NO. 1 . A32S HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "TURN-OF-NUT" METHOD, 2. USE 1/2" DIA. X 1%''A307 BOLTS FOR ALL GIRT ' CONNECTIONS � rj N ° T ° GLENS FALLS INSULATION CO . 73896 VW 1 AND FLANGE BRACE TO GIRT CONNECTIONS 3. USE 1/2" DIA. X 1 1/4" A307 BOLTS FOR ALL PURLIN GIRT K. BY: DATE CUST. DRAWING DR . DOUGLAS PETROSKI E7 OF E 11 FLANGE BRACE AND GIRT CLIPS TO FRAME CONNECTIONS . .4 Fos 12 /17 /85 LOCATION GLENS FALLS NEW PORK AINI NT AL PART OF THE STRUCTURAL 6. WALL NPANELS ARESTRPN BUILDINGSA SYSTEM. UNAUTHORIZED REMOVAL OF WALL PANELS IS PROHIBITED. i MI B I M METAL BUILDING MANUFACTURERS A UNIT OF AMCA INTERNATIONAL ASSOCIATION 1 DIMENSIONS a5 EV B A aD � Y a' (� r c rZ. 12. w 3,0 B eo 3 BEGIN SHEETING AT HIGH SIDE z ' 6 � O�ERA�L S FIELD CUT ( 1 ) RKF20 AT HIGH SIDE b �opE xx �cL I �KF20 ocu I (4) R\,/00459 �- 0 2V _ Ln oav000(oV = No I w a w CTA10 w - w (2)DJA16 -ICU t` BTA10 BTA10 (A to (!) (A (A (Al SBA i ao m m m m m m ( 1 ) REQ' D In 9 o Q o o 0 0 p 0` co 00 r- \0 L11 i 20 ' -0 BL TO BL KEY-TO-PART-MARKS - XXXXFFIIEG XXXX = V ( Z GIRT l J OR M ( C DR JAMB l DH ( C DR HEADER l FFIIE = PART LENGTH ( FT - IN - EIGHTHS l G = GAGE - 10 ( EX. 0 = 6 IS 16 GAGE l ALL CIS ARE8" DP. W/ 3 FLOS. ENDWALL FRAMING AT FRAME LINE # _5 ENDWALL SHEETING AT FR . LN . 5 GENERAL NOTES RE NO. DATE BYE' ENDWALL ELEVATIONS 1 . A326 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN R.BY SCALE BUILDER JOB NO. ACCORDANCE WITH ATSC "TURN-OF-NUT" METHOD. 2. USE 1/2" DIA. X 114 A307 BOLTS FOR ALL GIRT CONNECTIONS i N . T . S . AND FLANGE BRACE TO GIRT CONNECTIONS GLENS FALLS INSULATION CO . 73896 VW2 3. USE 1/2" DIA. X 1 1/4-" A307 BOLTS FOR ALL PURLIN GIRT , C K. BY: DATE CUST. DRAWING FLANGE '?R"`^E ANO G T PT CLIPS TO TRAM' CONNECT T QNS - DR . DOUGLAS PETROSK I EQ OF i 12 /17 /85 LOCATION t 7 GLENS FALLS NEW VORK 6. WALL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. UNAUTHORIZED REMOVAL OF WALL PANELS IS PROHIBITED. ST R A N B U I L. D I I V 0 S N B N A A U N I T O F A M C A I N T R N A T I 0 N A L METAL BUILDING MANUFACTURERS RSSOCIRTION ;:NrIp- SEAL 11 J 5 4 3 2 1 OD NO 03V240 645 03V240304 03V240304 03V240d44 .� Lo 03V240844 03V240304 '' 03V240304 03V240844 SBA (6) REQ ' D 25 ' -0 I 25 ' -0 251 - 100 ' -2 BL TO BL t BACK l ELEVATION @ COLUMN LINE ' A 1 Z 3 4 S 6-NOWALL — — — — — — — - — — — — — — — — — — — — — U$E_3RACE UD 5RA340!�- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — - — — C., OD lUoT'C : -r4IS I'igRT CVW l) oST VC 9(o OFT(41L ALL m DTlaER 0-09NEft, COLS , 3 - i i tU o Co Q T i SBA (5) REQ ' 0 25 ' -0 25 ' -0 100 ' -2 BL TO BL ( FRONT l ELEVATION @ COLUMN LINE ' D GENERAL NOTES NO.REV DATE BYV. S I DEWPLL FRAMING PLAN 1 . USE 1'/2" DIA. X 1 1 /4" A307 BOLTS FOR ALL GIRT CONNECTIONS. 2. USE 1 /2" DIA. X 1 1 /4 " A307 BOLT TO ATTACH )R. BY: SCALE BUILDER JOB NO. TO COLUMN WEB. s N o T o S a GLENS FALLS INSULATION CO . ?3896 VW1 -K. BY: DATE CUST. DRAWING L DR . DOUGLAS PETROSK I 9 O F 12 /17 /85 LOCATION GLENS FALLS NEW VORK STRAN BUILDINGS M B �1 A A UNIT OF AMCA INTERNATIONALMETALBUILDING MANUFACTURERS ASSDCIATION 17 5 1 START SHEETING 2 1/2" FROM EFA20 EFA20 EFA20 EFA20 EFA20 r G190606ASC (34) REQ ' ° �T� l�? 7� IC3 �. � 1U ► t �`� T + CJ ELEVATION C COLUMN LINE ' A ' 1 S ART SHEETING 2 1/2" FROM S (S) EFA20 READ G030846ASC G CD3o g co AS f--► T' ( Yc, REQ 0 <P) hEQ I S 04 I - II I E SrA +� N c..1 ELEVATION C COLUMN LINE ' D GENERAL NOTES Noy. DATE BVV. SIDEWALL SHEETING ELEVATION 1 . SEE TECH MANUAL PAGE 1T6 FOR FASTENER SPACING REQUIREMENTS . 2. WALL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. 'DR. BY: SCALE BUILDER JOB NO. UNAUTHORIZED REMOVAL OF WALL PANELS IS PROHIBITED. J . � N ° T ° S ° GLENS FALLS INSULATION CO . 73896 VW 1 K. BY: GATE CUST. DRAWING . C DR . DOUGLAS PETROSK I r i 12 /17 /85 LOCATION 1 7 GLENS FALLS NEW VORK OF S T R A N B U I L D I N G S 11 B N A A UN IT OF A M C A INTERNATIONAL METAL BUILDING MANUFACTURERS ASSOCIATION ' - is 3 2 s 4 D H 2p°ov (Typ.� _ Usc Es k(,-c ROD ZR4\250! - - — — — — — — - — - — — — — — — — — — — — — — — — — — — — — — — — — — - — - — — — — — — — — — — — — — — � i - — — 1Z ' U g 03 a V 0 3VL2 3+�QT 0 4 c Pt-Z ; V 84 F'E rj I `�Tyfl. 27 k - .-ala L 0 3V240 30 4 0 3V210Q Gccr — 03V240304 �y� a vGp2 kDI-AI(.ocl � J r V 8 k��P C!� �"t G O O O � .-.I of 7, z" ti SBA1 wnRtc-' AS (4) REQ' D 22' - I ,. 25' -0 I 25 ' -0 - 94 -2 BL TO BL ( BACK ) ELEVATION @ COLUMN LINE ' A ' 3 4 S 1 2 W r N c 25 ' -0 I �' - 2Z' - 1. 25 ' -0 BL TO BL ( FRONT ) 94 ' -2 ELEVATION @ COLUMN LINE ' B ' Nov. DATE BVV• SIDEWALL FRAMING PLAN GENERAL NOTES �� �� T FOR ALL GIRT CONNECTIONS . 1�. BY• SCALE BUILDER JOB N0. 1 . USE 1 /2 DIA. X 1 1 /4 A307 BOL SA. 2. USE 1/2" DIA. X 1 . 1/4" A307 BOLT TO ATTACH N T S TO COLUMN WEB . GLENS FALLS INSULATION CO . 73896 VWZ DRAWING -K. BY: DATE CUST. DR . DOUGLAS PETROSKI ( l OF �os 12 /17 /85 LOCATION GLENS FALLS NEW YORK BUILDINGS STRONN B N A METAL BUIL°ING MANUFACTURERS ASSOCIATION A UNIT OF ANCA INTERNATIONAL 2 � n M (-a 3W6A5A t START SHEETING 2 112 FROM EFB20 EFI,20 EF920 EFB20 r3 2,O r f p F I SJ N G150606ASCpf G Av Uh St s-r(A I o T410 3Ta § a Qrt a �: � 7 r':A L C-1: 1=: ?'°' "str�, t E. L E.\! "T 1 f)k.1 ra. ELEVATION @ COLUMN LINE ' A ' 1 5 I - ELEVATION @ COLUMN LINE ' B ' GENERAL NOTES Noy• DATE _ B�V• SIDEWALL SHEETING ELEVATION 1 . SEE TECH MANUAL PAGE 1T6 FOR FASTENER SPACING REQUIREMENTS . ,.a.�;l,-. 2. WALL PANELS ARE AN INTEGRAL- PART OF THE STRUCTURAL SYSTEM . R. BY: SCALE BUILDER — JOB NO. UNAUTHORIZED REMOVAL OF WALL PANELS IS PROHIBITED. N a T o S o GLENS FALLS INSULATION CO . 73896 VW2 K. BY: DATE CUST. DRAWING DR . DOUGLAS PETROSKI �---•- 1� of t ---- (� 12 /17 /85 LOCATION GLENS FALLS NEW PORK �- STRPN BUILDINGS MBMA METAL BUILDING MANUFACTURERS A UNIT OF AMCA INTERNATIONAL ASSOC!AT IDN 20 - 1 , _-W_ ._: _w_._ _:_._ { I i �ATE _ E.W. L LLNE 0 8 � ( { 4 f { i INTERMEDIATE FRAME r ( F. INTERMEDIATE FRAME INTERIOR E� ) BAY I - I 1 I { I }} I I I ___.. "IX , I RBA 1 ,A! i r R { t�F7- � r- I .F . RAF TER- �,�% /' /-. F AN ^� Ds A - ✓' I I .. 1i r I r ( 5 E E �.R ?' S r I I:- 'z / r , _ F 0R LUi,ATIt.) �I-, 1 r t.,AN,,L BI Av FLANGE BRACE B.F. RAF- ER X-1 _ ..r r / _4 / S SSEE CRU _..� _�E�: 1"i . ,� O i �EE CRGS� SECTION { cz A FOR LOCATIONS) 2_ FOR LOCATIONS) i , I _- I N A , ! 1 , _ N �I L. A , L_ A I (__ A T 1 f F , �' .� T " I _ T - - , - . _ , 1. , f _-=�_--_---------- ------------_ ___-_---------- --- _ -----------_-- I-- J � L* 1 N LAP� L� � 1 A � A , END BAYS � r _ � 1 . ( �� H����, BOLTS' : f , � _ � , -----------. ------------- -- � u A !_ 1 N A A `� (� I � ? � E ��1 �t= � �� FOR R , �.F< 1_I N ��, � N �._�, r ��, N 1 . . C�) HVV00821 E�OI__JS RE_QD F )R PI R P � � � � - - - - - MEMBER .�C,Ri WS I�E_C� D , C!R RAKE ANG .E C;1:) N"JE :.T � N I, .L1 �.A CONNECTION NNC_C , IC) N 1. ( br HWO(.8c. 1 BOLT � REQD FOR PURI-IN LAP 'CONNE.CTION I , - 2 , BOLTS ,� FOR E H R - a - 7 � � 1 �. . Z1 . IWG, z�� i BCC. I .� Rf__C� D FOR EACH F f r fi 21 lAWt�082i RC:t I..: C: , �_At_,, , F -�,. C. ,ACE_ COCC�.NN . 2, ( 2) HWO0821 MOLTS READ FOR EACH FLU, BRAS E CONN . A � 3 �_ AFC I N .�� I- A A M �_ � N �r V L_ �_ � l_C�. BRACE t_)N ,J , y i. { J. FLG. BRACES MAY BE REQ'D> AT BO-;}-{ SIDE'�: 'C) F- RAFTER, 3. F-LG. BRACES MAY 1�E REQ'D AT BOTH SI S OF FjER ; 1. ( 1 ) HW00821 BOLT RF_Q'D. FOR PURI IN CONNEC-r 1ON BO , D_R IC FE�:O _ ATE bLIVEI FZC r [:_ ; ?. ( t�{ ROOF M � MI�E:-R SCREWS REQ'[j. F R RA F_ ANGLE. CU Nk.CTION _ _ /� r T.r , . 6� _FOP RAKE AN(3I E, REQU:IRED GIN SR10� R i: , .- c T`- ,,{- 3. TOP RAKE ANC._F' RFU'UIF? ED ON SR 100 ROOF- SYS I EM.' �• . - E. . J Y _, , t. r� . ( SEE FLASHING)_ , SEE_ FLLA`=;HING); y If , I r �,�R �_! Pv LJ C_r� 5 F it L I� t _ , I t I , I , , 1 ', L� , -, - �.. I { 1 l i s -- , ^ 3 2 { SCREWS r 4 I , I - - ' RAF ER r- E r G' r A _EEL. LINE Ir~_:r� A N F ,5 Alfi L_ h A i'- �' i", ANGLES rx I I• i, _ F i d r 1 ! - - KNEE GNNECTION TS `l { R r�K�. A N G L E S r - � I ( LAPPED AS RE_Q'D.) ,,, R,"KE ANGLES 1 ( SP _ICE CGNFi DTI^ON r � -__11_.. _�J ,- __ i ' LAPPED At-� RE1`�`fJ.) I ' ! � r I �t�7N ) -_�.._ i < -- , � VARIES WITH �E� L _ � - j I I F E N 1-� AN L C x .. A F f � _ i I � r � N � R NA RAKE ANG- E_— F � Rj a � -1f— Ai ` RAKE A N C _� : � C _ � E_ A. I. ALL BOLTS SHOWN - HW0082 I — ! I 2. ('2) ROOF MEMBER SCREWS Rr7Q'D FOR RA AN"1 CONNECTION _ { I. ALL.. BOLTS S U ,VN 'vV00821 k� LE �NNECTI � N - � � .- I T c , S S P - ! 1{ :.� i r --` , -�, ROOF.._ _ � FOR - .. �"; ><,r, -_, ,. �: E� E CROSS, `�E L_ r �0 N �P>__I (�.E BOLT : A. E_r= F J R .�E E C}�`J_.,� .�� L T � _) ,,? �.t P t_I �_.,^_ � .t, ,._ , I ,`�F,�E F >uf r, { '_. tc., C,Ut� { ME BEF� CREWS REtQ FCIF� RAKE. AN - LE k.; : SIZE - r c-T _ _ __ t QUANTITY AND SIZE OF i,NEE CONNEC-� I I=_, BOLTS I S )Iv�A.NTITY AND �,�_E C,!`r FNr_-E_ _ _iNNEF_ I{..)N BI-! I h ''c-,, { I i ( 6) Hb'•�1�2�'4C BOL7 `_^-r—, T . ! P U R L I ' /' ' SEE i_N )W A L _ F Fl A P� I N { j 4- } Ei EV. FOR P{ P'�i AR i M K H W 0 0 8 2 _._ t j •I` iI { � / /,/ P E AK 5,earec{ 7� ( +� f R I �.. P U t; { I rj— —.� Sy'S',ran 8u 7 1 E A V E S T R t_; I a F: f S t r_r Lr.t F ;At\: _ H H IIN 0 0 8 2. B'._f I -�- i - + J2640 BO L T S , H r 1 Y F' E.A. _ND)L \ / r ! r•- -- - 7 C E F F-W C I IM h l I ,. q 4} 1 ( ONE TO RAFTER, 0 N E TO P U R E_I N ) ► _ - f , _ _ .. _ _ _._ .-- / 1 CEE ENDWAL-L_ COLUMN a ,,i�, { j _ DRAWN 1 1-�Ff {� T �. I - FTi (3. I is -T. -- r , / i C RI�P� wKE� 5,9UF CEMCP! , : 1 N CA + F ! "{ / 1 I / �.E3�.F1P ^; D R T / DOWNHILL TO I — AV - __ a - � / H DC, VJF,ILL SET � F SI ,,.,IEFt C-s ... — {: _ t L 7 IN RAF r I \ f� I r , l7E11 Ti c. -r , I - .,t i T ..., RAKE r _ , ;- _. -r ,. t ,. -.. _.-_ ,- -• :-. .-. ,--;.., _. -_-. - r`'� '-1 t"' r -` �.. R ,. . . r l"` ; J f'r L E 7' t F-1. (�t >- -( 1 C. I , /( 7 L.1 f C. l C L -. --. - -. _._.. (r I I I i A.T I -,, R. .i��E ANC L_�. , U � J� JI�Rt, , W, ,. r_, ,�,_,�� F _M, ti� � , � ,- r , a �( . � ._ �, i T '._: � t.v Y�J i I I � , 1. I ! � l � 1�,,� 1 I \' _ - � =' T , ! ; AA p T L RAKE A N �v OMITTED I T T E..., FOR R t:,�_A R f T Y ) ... 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Loc�-ric>c1 - GLEnJ F��L5 , NCw VDP,K 4 Sc r. C). 73 8 4 _. ., ' 36•• PANEL INCREMENTS VARIP'_3 WALL MEMBER SCREWS-- w (i2" O.C. HORIZONTAL) INSIDE CORNET{ _ -- DJA TRIM TRIM SEE �- WALL_ MEMBER SCREWS ENDWALI_ ELEV.k } 120" OX. HORIZONTAL) �- BOTH SIDES FOR PART _. w w SLLL ANf (..E I cn - `_.. wI STEEL LINE / r _, w cn _._� _ — — __— - _ —_ _ C. -_ __ 3 LLJ Q _J Lid cx w� ..SA" WALE PANE.=1_ — ! { i cr' p � r•� i _1 = WALA MEMBER OR EIQUAL J /,,—RAMSETj I cry cn w WALL, STITCH SCREWS-- Q 7 <� � SCREWS 12" O.C.— � ( NG E-Y STRAN) CD AT 20 ON CTR . �0 5 I/4 O }-. Ln f ff w t Q< "SA" INSIDE tla �i WALI MEMBER SCREWSCLOSURE _ - F , - - - - c.� it r} m. ( 12" O.C. H 0 R I Z O N ) AL I - -POP R I V E - C i._O S U R F. �i W 0( f 7�i WALL- STITCH SCRs WS Iry CORNER TRIM �' `'' I AT 20 ON CIR . e f � G � � �w� TO D J A T f<, I M � ct� 4 � o \� SIDEWALL. STEEL LINE Ljj On LIJw r- �_ z W A t�L M Es M B E�R S C a-�;v�"V S � cr ( 12" 0., HORIZONTAL.) �- c*,i cp0 Ln o �j(r w w ENDWALL. STEF-!_ LINE ? w 3�," PANE(- INCREMENTS �2 a�o i s e DJA. -TRIM-__._. . ' CURNE H F? IM .-: SEE d`" oco EACH SIDE ENOWAL` ANE (_ E t EL . I FOR PAR r NUMBE(RS ff }} ! CL POP RIVt_. T TO DJA 7 l_: L._ 1) �_ A I i.__ �1T. v I TRIM AT O .C. vv vv PANEL PAN INCREMENTS ! VARIES C��-�-j_ —_. _. .__�__ .V._._ __ — L A N E ( �TERMINATION AT OPEN FNDWA ' L — � — ,...;. _-. , _-- - , -z- � -- - �, � ...� � O 4[ D 0 ' ' (_` ��. - Fri I-) A _ _^ A N _ W <<� i I �._. R N _ D F_ T � s ,� FAN L_ I �� _� C.� f__ `, i _ � E_ _ � T - _ __ _ _. _ _ _ v_ __----___ _ __ __-- �2 t C I - WALL. PANE ti ATTACH DOOR FRAME j - TO BRACKE + WITH TH FI_I:� :JT iiR1 AT ?_ -6 ELEV;--./ j A _ _ ER N AT E^ I WAS MEMBER AND FCL,RE DOOR FRAME TO __. !u _ WAL �_' PANEI_�.-_..� _ __ AT 12" ON CENTER �) GIR `_ W WALL MEMBER SCREW # WA(__ !+EMBER SCREWS 1 _ AT I "' O .U. r( ._._..- g ZEE GIRT INSIDE CLOSURE _ r WAI_ ! MEMBER SCREWS -- j .� i ( WALi< STITCH SCREWS ---, � ______ I f AT 7- 4 ELEV. ( .- - WALL `�TIT( r �,t �E"V4 • `` ( 18" C .C.I WA�_L MEMBER SCREWS --�— / T 8 „ C SA PANEL HWU( i0� `�\ _ f �• l A , Iu ON R . i 1 AA'u :_ MEMBER SCREWS � AT 12 O .C. � l 9 TY. „8., �, � P \. t. + o(vE c,~RI�W M( ,�-T � T� � T GIPT� � - INSIDE' CLOSURE- � � '� fJ�'! , r: SA PANEL '- _ } � I h f HEAD Tr I M --- �- f � I { r � . :. R HEADER NOTE : FIELD BEND TRIM A� I ERNATE # 2 f 7- NOTE FIELD BEND TRIM A� I_E �:_ N f C SECTION EADE r /�� i. EC; AS RE-.Q"ft TO LOCK Era AS REO'D TO LOCKT Y F CUTTING G'r ; .. - REM!?VG TRIM LEiG E:Y � , t.D r4TTIN(� ! LI Ypf REMOVc RIM LEG Q IELD CJ HEAC TRIM — r`% 1i3 r .PvE.L_ WTHjN TRIM PANELWiTY;IN TRIM ( TYP3 - A 1 - I t t . F _. _ _ ,�/,.' ,�\ (� 1 A JAMB TRIM ----�''� I D A JAMB TRIM ( TYPI ;r f E A 1 ARD CC) N ITI N h "yC,� AR11 {, NF) 1 ; 0N � .� . ! ECTIaN 1--� R �. L , ` 0R HC A _ F t k ` i ^; t r7 ^� R , } S � C _T_� 1 �� � 7 r-� R �v A L � � �, t yp R, vv �< SECTION -. � i' ` .,' i-` r-- �` WALL— � _ � 1 ,1 i T � Fi " ' � t^� i^ t 1 ., T r� F� - F F W:! o� A °° �l � PANELS E �_ ' '� { A I� � j �, � t� A �- PAN F E 0 T J E J _ _ -. _ _.____ - _ _ _. . .._ _. . ---WALE_ STITCH SCREWS BLIND RIVE.{ AT PANEL SIDELAPS ,/ _ MK HWOC7E1015 1 f ( ?0" O .C.) r I SIDEWALL STEEL. L.INEE i f r' —DOWNSPOUT Mir. DSA'5 X 'i j DOWNSPOUT STRAP— LIT 1 F T4I AS Rt ' 3 MK DSS0I ( THREE PER AND LAP SiECTIGNS IF rr ' I , DOWNSPOUT LENGTH) AS .SHOWN BELOW - h AT _ i !� O 1 N' fJ � � i �- T � `� � I T T { ! " A vv P A E CUTTER i I� , € j F, Ct ; ONE: DEAD CONT. TT 7 RIP �' �HWOC'550 SEALANT ,. 1 ( GUTTER FOR ,. --. A K W I TEj - } INLET? ?ATTACH- �� _- �_ _ E HVYO0005 RIVET''-::-, I M E{y , T - - ------- DCWNSPOUT ATTACH WITH ( i O 1 FACTORY-CRIMPED INLET 05N01, HWO0605 RIVETS 1=NO OF DOWNSPOUT �i 1 +� �I i T F t T r C1 R i Iq S�ak+t}r j �R, .WN c `iEC.rtE� SSUE DF SCR : P . s nN _,,. . E [ I AT L-AP . YPI (_ AI_ AT SPLICE 1 INLET TO OUT-TER f;rrrist,� ,.. �As To� 1 1� t° : CN L r , c�ti' c{K IX , p— BEND TO �PEj: . , � C. �RTIOh, L 6A1,5 AiLL R ' MK DSE01 SOLD TO 6 L E f-.. �A L L -1 AJ G tJ 1-'9 T"10 r<J C. ; ALES DOWNSPC) j r INLE DE I A } I �,QWNSPQ11 L T � L_ �y ff NO . jdl$AD AT DOWNSPOUT SPLICE krORRUI,A.TED A , D �WNSPc�UT SPLICE - rR� JGATE� i T H } ST EE.t_ SHOULD NOT SHOW t STEEL SHOULD LD NO SHOWL ! aQ?! n 72� S 7F , . I � �