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1997-009783 - temp pole barn
PERMIT CITY OF ORONO PERMIT TYPE: .2750 KZ,-Iley Parkway- P.O. Box 66 Crystal Bay, Minnesota 55323 Permit Number: (612) 473-7357 Date Issued: SITE ADDRESS: Ti DESCRIPTION: II REMARKS: T FEE SUMMARY: q V I CONTRACTOR: OWNER: 7777777771 HE 1 '8MENT�,-' THE:, AL-'' VAIN VNDERS I GNEfY REY E BRQVESfS PER`M1--SSI.11- N 'IMPiAN ,E ---AL L C I T Y .1F -.,.F'EC-*IFIED AND AGREES 'TC1 D& ALL WCIRK STRICT CC ORONO 0RI)I NAN(--^.r-_.'F. AND STATE, OF MINNESOTA SAJILDING 030E, 'EQ f TS. APPLICANT/P IRMITEE SIGNATURE ISSUED BY:SIGNAWRIE Total Fee: $ ("! ► Date Receiv d: Entered By: —� Y rcrrrut#: CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ---------------------------------------------------------------------------- ------------- ------------------------ THE APPLICANT IS: (circle one) OWNER O CONTRACTO JOB SITE ADDRESS: ✓�eQe� rA,4we lew, ZIP: i;-S 3 g& NAME OF OWNER: 6;/ey r �/C2O.,i PHONE: (home) 1173 -0333 (work) MAILING ADDRESS:SAO 7dlt,/4W /,g RW CITY: er,�&s ZIP: ,55356 CONTRACTOR: „ f PHONE: O 1175'/Z 7-9 CONTACT PERSON: ,acv h �Geeavg,, B /PAGER: j'(,r-yj(,M MAILING ADDRESS:Isree fdZe t?0/p T3lv�t! CITY: t.,/u,y yZIP: STATE LICENSE: # 7.25Z- ARCHITECT NG : LrJ>'4- f3li/� f�/' f PHONE: 4�r/S-' 67Yp MAILING ADD SS: flow VW Leak, f rme- CITY:Z&1,lac ZIP: S S3S NAME: REGISTRATION# �►Z- �lD- 45353 TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): e asv� )PeA_ /pi.,1 ,f,�y� dW criih, G'�J ��► _ ::�;e y` =` 40C 1119 7 FZ:;m o&, -� P&A� 6 t 4v,-)I / life. I STORIES: SQ. FEET OF EACH FLOOR: 4-a`,WW = 6 z�� IF. NO. OF BEDROOMS: GARAGE STALLS: ATT. — DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �QQ1f I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE:��lZ NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 5 Sec.13.04 RIGHTS OF SUBJECTS OF DATA f Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of. (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice reauired under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request, excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the.individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the.extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. �-e-11- �•� First Middle Last /53-40 Gl/Gzy�ilij�R /rD1� Address K/ /�/f/. sr3f l Y75'l Z 7-14 City I State Zip Phone I understand 7my4rias stated abov . Signature 6 CHECK OFF LIST FOR ISSUANCE OF PERI IITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: t PID: , - � -, 1 DESCRIPTION OF WORK: ZONING REVIEW BY: L r DATE APPROVED: !2.- Z• cr BUILDING REVIEW BY: DATE APPROVED: i 2- Z—5 FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes No SEWER CONNECTION STATE SUR:HARGE Yes No WATER CONNECTION INVESTIGATION-FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: LP--I A Fire Department: «C- _ Post Office: School District: p iZoN o LJ Lot Area: Sq.ft. AM C Ff4f%L'Acres Width Depth Survey Submitted: Yes x- No Date of Survey: Proposed Setbacks: I - Front (Lake): 1 O += Right Side: 5 — Left Side: (?Q c Adjacent Structures: Wetland: c Building Height: Def. Hgt. Peak Hgt. 23 c Lot Coverage: Grading: Staff Approval Date: ^/(A- By: — Council Approval Date: -' Septic: Staff Approval Date: Niev By: - Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed NA- Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 26 BUILDING REVIEW CHECK LIST UBC: — U—( CONSTRUCTION TYPE: 1.i Sq Footage $ Per Sq Ftg Basement ' x = 1st Floor : x = 2nd Floor z Garage x _ z — TOTAL Estimated Construction Value: Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) Final Grading/Filling Other _ Electrical (State Permit) REMARKS (IN HOUSE): --- REVIEW BY OTHERS: DATE: M� Access: Existing New Access Approval: Date By: REMARKS(TO BE NOTED ON PERIMM: SIM p, g �-U ?E�RVk J—, (3W G_yv(u Q v►novG Chu 27 ORONO COPY GLEN D. NELSON, M.D. 500 TONKAWA ROAD LONG LAKE,MINNESOTA 55356 November 13, 1997 Orono City Offices City Hail, Building& Inspection Dept. 1335 S. Brown Road Orono, MN 55356 I wish to apply for a permit for a temporary Pole Building to be constructed on my property over the swimming pool to provide shelter for construction work to be done this winter. This Pole Building is scheduled to be erected approximately December 1, 1997 and taken down approximately April 1, 1998. If you have any questions, contact Kevin Keenan, the general contractor for this project at 475-1229 or you may reach me at 514-3145. Sincerely, L 0 V-'—- Glen D. Nelson, MD GDN:kv/ref:10150gn DA E TIME CITY OF ORONO CALLED IN INSPECTION NOTICE� SCHEDULED /� '�r- 9 7 / Q PERMIT NO. e7 7�3 COMPLETED ADDRESS OWNER-' CONTR. .gg���t, TELEPHONE NO. DESCRIPTION 1 FOOTING \ 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLAND$ Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO--SITE 27 SEPTIC MAINT. 21 COMPLAINT v tQ 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVA4 --J 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: CZ W Q_ Cr O a O L W Q I LU 2 W OWORK SATISFACTORY:PROCEED W -: PROJECT COMPLETE cc L' CORRECT WORK 8 PROCEED W ISSUE CERTIFICATE OF OCCUPANCY O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT El CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next i Spection 24 hours in advance.473-7357 OwnerlContrac r Si Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE IQ C NIE CITY OF ORONO CALLED IN - ! (J INSPECTION NOTICE b 3 SCHEDULED PERMIT N0. 7 COMPLETED 11. ZZ ` ADDRESS�/ d-(,&l � OWNER�"J7P�f�"�d��1��Q11I�/1 CONTR. le,-'�n'4141 TELEPHONE NO. DESCRIPTION 01 FOOT 11 MECHANICAL RI 18 EXCAV/GRADING/FILUNG y �2 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREIWETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Q 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION = 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS ~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO COMMENTS: cc W Q. cc J O cc O U_ W cc Q 2 W Z W j O W WORK SATISFACTORY:PROCEED PROJECT COMPLETE W W D.CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73557 Owner/Contra on sX�A_ztu,,_ Inspector. Whiteopylinspector's File Canary Copy/Site Notice DATED TIME CITY OF ORONO CALLED IN — / -GL INSPECTION NOTICEG} SCHEDULED i✓� '/d' 9� :Dd PERMIT NO. /&9 7 COMPLETED ^ ADDRE S :D OWNERZ� ., CONTR. T TELEPHONENO. DESCRIPTION w 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING QMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q FINAL W 6►1e, '(0014 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP LUZ 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBI V 36 FOUNDATION/REMOVAL Q OWNERCONTRACTOR MEET YOU:Lv YES_NO Z COMMENTS: w a cc J O O k W CC Q Z LU w cc j d w XORKSATISFACTORY: I]PROCEED PROJECT COMPLETE cr- C_7 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY w O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t inspection 24 hours in advance.473-7357 Owner/Contritt s e: Inspector. White Copy/Inspector's File Canary Copy/Site Notice DATE TI11E m CITY OF ORONO CALLED IN d'� Q7J INSPECTION NOTICE SCHEDULED PERMIT NO. �3 COMPLETED ADDRESS b Ze2_�,"L. OWNER A�os - TELEPHONE NO. / DESCRIPTION 1 FOOTING 11 MECHAN C RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: LU Q_ oc J O cc O UL W C Q Z W Z W QC J O /NORKSATISFACTORY.PROCEED L-1, PROJECT COMPLETE LU ❑ W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contract r n s�. / Inspector. "V' White CopylInspector's File Canary Copy/Site Notice W-rT S2 P2ov%OG ZNb EX %r 000f, IN *'AtS usAL L_ �o 0 104'-0" 0 U OF COLUMNS00 0-)OO COPD NX� Z 8'-0 3 4" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" B'-0" 8'-0" 8'-0" 8'-0" 8'-0 3/4" o ( R A n L `2X4 CORNERL ° I I I I I o DIAGONA I BRACE E m (TYPICAL) ° W li COLUMN: SIDEWALL Y 0 " 20' DGB=10' (2) PLY 40-5-5 PSF TRD TS6886 /1 DGB_10' 20' O TRUSS (TYP.) LENGTH: 18' z 1 SYP KO-19 C� TYPICAL) S = ix Y o ix A2 METAL TO BE 2X6 DIAGONAL GABLE BRACE I u a0 SCREW APPLIED IN LENGTHS NOTED (TYP.) - m HB562 22' DGB-10' DGEL-10- 22' o RIDGE VENT LOCATIONS 1 ;0 8'-8" 17'_4" 17•_4" 17•_4" 17,_4" 17'-4" 8'-8" ao inI 26' DGB_12' DGB_12' 26' o OA016 a O o (6) - 10RIDGE VENT o u .I p W 0 26' --- RIDGE LINE f- _ f_-----_----1 _ _ f--- bGB14' 26' m E1 DG�*�-------J - - L---------J L-- _----J L_--------J L_--------J L_--------J E2 /vo /u c00 o 1 0 0 0 ZD 26' DGB-12' 1"221FQAy1'f, VL `w'r�+r B 2 DGB_ lA.rB6C� w C,cve�J w rTN �/ L) •p /Lock JAL /31e w 4 PLY 2X6 -30" DOWN 1 4(� >Q 'n KNEE BRACE #2 SYP KD-19 00 " � j 0 IS REQUIRED ®BOTH SIDEWALLS " G/�r rn w Z 22' DGB-10' 22' >� Dce=10' IHD71 71 0 nom' tJl�+j °�uj a0' �pT T & z 3 LLI 0 Gov •J H w�Q �jU Yh 00 °0 20' DGB-10' 7/16" APA RATED SHEATHING COLUMTC666N: CORNER DGB-10' 20' ® 12 LOCATIONS M B cJ 1 O 5 1/8" X 16" W/(1)2X6 LENGTH: 18' JAMBS ® EACH SIDE OFDOOR N1 SYP KD-19 GLULAM HEADER LENGTH!15'-5 1/2" (TYPICAL) COLUMN: ENDW LL 36 X 80 -n�1 F/J TE686 #1 LF430 PLl'CO S-NFJ99 00 LENGTH: AS NOTED WALK DOOR II r \tgM1 SYP KD-19 ----- TYPICAL)KD- 16'X 12'SINGLE SLIDING DOOR rc w 8'-0 3 4" 8'-0" 8'-0" 8'-0" 8'-0" 16'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0 3 4" w 71 +m.f.vRS NOTE W W 104'-0" CO ` " �' C > i v S 1 FLOOR PLAN ► �= =; t iA�FO & PESI TIM( n 2p Al r O. y0U7 information. Afl .wrV;:_( SCALE: 3/32=1 �_ �• r +°i 0 e/ri lirmir� dor T3t1�+t[j 1 effic 1to,v�d in blis H BUILDING COLORS FASTENERS WOOD SCREWS MAY BE SUBSTITUTED FOR THE NAIL STANDARD ANCHOR ROD PUCEMENT yr IS AT CORNER COLUMNS AND DOOR ROOF METAL— WS ACCENT OAT -- CUPOLA BASE — -- WALK DOOR TRIM- -- FASTENER TYPE: EXTERIOR INTERIOR FASTENING INDICATED IN THESE DRAWINGS AS FOLLOWS: COLUMNS. ADDITIONAL RODS ARE 7 SIDEWALL - ACCENT PANEL— - GUTTER -- WINDOW -- WALLS ROOF WALLS CEILING NAIL SUBSTITUTE WOODSCREW REOUIRED AT COLUMNS DESIGNATED BASIC BUILDING SIZE ENOWALL - GABLE ACCENT— - DOWNSPOUT— -- WINDOW TRIM— -- WITH THE ANCHOR ROD SYMBOL: GABLES WS GABLE LOUVER— -- SLDG DR. PANEL- WS VENT DOOR -- STANDARD NAILS: ❑ ❑ ❑ ❑ 16d RING SHANK 8 GA X 3" n > BASE - INS-WL BATTN — - SLDG DR. VERT. - WS DUTCH DR.FRAME- -- PASLODE GUN NAILS:❑ ❑ ❑ ❑ lOd COMMON 8 GA X 3" / \ a DIMENSIONS ARE BASED ON LAYOUT CORNER - RIDGE CAP WS SL. DR JAMB TR- WS DUTCH DR.INSERT- -- 10 GA SHEAR NAIL 6 GA X 1 1 2" L-, N o GALVANIZED SCREWS: ❑ ❑ ❑ ❑ OF MASONLINE PERIMETER SAVE/FASCIA — WS RIDGE VENT WS SLD. DR TRACK— WS SHINGLES ------ SCREWS MUST MEET ANSI/ASME 41 Z u0 (NOT TO SCALE!) GABLE/RAKE — WS CUPOLA ROOF - GVHD DR TRIM— -- BI-FCD DOOR— -- COLORED SCREWS: X EK SOFFIT CUPOLA BODY - WALK DOOR W ❑ ❑ B18.6.1-1981; Fyb = 9000 psi p v 4 J o� CODES= BW BONE WHITE CB CLASSIC BRONZE SS SATIN SILVER FG FOREST GREEN CF CLEAR FILON J a CR COLONIAL RED WS WHITE SAND SG SLATE GRAY GM GALVALUME WF WHITE FILON C0 t w TITLEI 3 ST SAHARA TAN OB QUARRY BLUE CC CHARCOAL (TRIM ONLY) CZ GALVANIZED AP89989 TITLE2 PRE NOTE: COLORS ARE FOR LESTER ITEMS. EDCO SOFFIT, SHUTTERS, AND NON UNI-RIB STEEL MAY BE DESIGNATED OTHERWISE BY VENDOR. m WN(n O W O O S METAL RIDGE CAP 1 0-) - - - - - - - - 29 G -UNt-RIB-PANEtS ANDWITH OUTSIDE- - - - - - -- - - - - - - - - - - - - 3.5 12 - - - - 72UBBER05G 05URE - - -_ W - -- - - _ -- - - 2X6-92-11 /16" #2SYP KD19 0 00 ROOF PURLINS �S 0 32 32 32 0 60' WIDE GABLE m TRUSS AT ENDWALL 32 Ld Y 0 FF302 3�9,, 2 Al 52 32 6/2X2-92-11/16-#2SYP KD19 o 2X6-92-11/16" #2SYP KD1 RIDGE NAILER IN SADDLE HANGER. ✓~o V2X6 ROOF PURLIN 32IN SADDLE HANGERS. GA1221-PIECE GABLE PANELS 6 5KD19 �TBLE38" 29 GA. UNI-RIB P1��F19 4 - PLY 2x6 N2 SYP ® GABLES ONLY H B 5 6 2 3 29 GP• KNEE BRACE FF322 HD7321 N 2X4-92-7/8" 04 #2SYP KD19 IF130 GA172 BOTTOM CHORD BRAC at v � o m 0 2X4-92-7/8" #2SYP KD19 2" STYROFOAM BOTTOM CHORD BRACES TRUSS TO COLUMN q 2" STYROFOAM (F.B.O.) 45* o IN METAL POCKETS. RUN CONNECTION (F.B.0.) STRAIGHT BETWEEN ENDWALLS. H D 5 0 61 SPACING 48" O.C. o a p 30'-0" (1/2 OF TOTAL SPAN) Ci uj _Z N #1 SIDEWALL Z U 2" STYROFOAM(F.B.O.) COLUMN 16' LONG °) (#1SYP KD19) m >Qu) o N w 0 N j N Z N K �� I 'Sd J 2X4 1950 MSRo w a 2" STYROFOAM(F.B.O.) r Z 3 ENDWALL GIRTS L! ar a FF430 a N W I a N a U Y r 3 N #1 ENDWALL COLUMN 2X4-92-7SIDEWALL G RTS1950 MSR m (#1SYP KD19) a 77 4-3-01 LENGTHS MAY VARY N a SEE FLOOR PLAN N I N U Z CO c GRADE Z N 2X8 CCA T&G TRTD. 2X8-92-7/8" CCA T&G NI w SPLASH PLANK TREATED SPLASH PLANK O FF410 FF410 af W H 3/8" PREFORMED O 3/8" PREFORMED O to � w I J ANCHOR RODa ANCHOR ROD < SEE FLOOR PLAN FE--F-J-3-70 SEE FLOOR PLAN EF130 FOR LOCATIONS FOR LOCATIONS 12"0 X 4" THICK PRE-CAST 12"0 X 4" THICK PRE- n „� .,+iN CAST IIIk. vi l " .. I,-,IIS:. . yj rt1 ON UNDISTURBED, ON UNDISTURBED, INORGANIC SOIL INORGANIC SOIL i i FG45o rc j FG450 ENDWALL SECTION SIDEWALL SECTION " o � A 2 SCALE: NONE u� SCALE: NONE N C9 °o uv 25 j $7 Z -3 a m <W BC89989 TmE2 INTRODUCTION O O LEFT CORNER nHumo RIGHT CORNER COLUMN 3 1 / 3 COLUMN EACH DETAIL HAS A FIVE DIGIT ALPHA-NUMERIC NAME. -PC COLUMS) // (1-PC COLUMS)FTIHEDETAILS INCLUDED IN THIS SET ARE THERE ARE TWO LETTERS AND A THREE DIGIT NUMBER. XX'-1 1/2" O L FOR THE UNI-FRAME I OR II BUILDING 2-PLY CORNER � 3-PLYCORNER COLUMNS cCOLUMNS USED WITH XX'-0 3/4" ' V XX'-0 3/4" USED WITH TS6886 OR WITH UNI-RIB ROOF AND WALLS. 75666 oR 75686 XX'-0" 758008 SIDEWALL SOME DETAILS MAY NOT APPLY n SIDEWALL COLUMNS. COLUMNS. TO YOUR BUILDING. 'n1 21G m HE PLANS SUPPLIED TO YOU BY �J u - - - - - - - p 00 LESTER BUILDING SYSTEMS _ - - - - - - GROUP -DIVISION DETAIL NUMBER O L_TAKE_ PRESCIDENCE OVER-DETAILS- - - - - - - - - - - - I o - - - - - - - - - - - SHOWN IN THIS SET. x x THE FIRST LETTER DESIGNATES A BROAD SUBJECT GROUP. o o CENTER OF TRUSS AND I THE SECOND LETTER SHOWS A SMALLER DIVISION WITHIN E CENTER OF SIDE COLUMNS I x E O THE GROUP. I x ,Z-`o m x x THE THREE DIGIT NUMBER INDICATES A SPECIFIC DETAIL w Y WITHIN THE DIVISION. ^ .o o © 0 DETAILS WILL ALWAYS APPEAR IN ALPHABETICAL ORDER �f x is BY GROUP AND DIVISION. x O TITLE BLOCK ON RIGHT SIDE EDGE LIKEWISE, ALL DETAILS WITHIN A DIVISION WILL APPEAR I Fi g 2 IN NUMERIC ORDER. f n .ti..c•Tram. DATE: t u eILDIr \\\ RIGHT CORNER BUILDINGS wu�.....cvol za-mi 'm"OF"' BUILDING SYSTEM 3RD PLY IS ONLY ADDED WHEN S COLUMN TS6886 OR TS8008 SIDEWALL wma ow+w�. 2 (2-PC COLUMS) 9 COLUMNS ARE USED. O 1 3 GROUP AND DIVISION SUBJECT 1. THIS SYMBOL IS A REFERENCE THAT RELATES TO YOUR 6. THE INTERMEDIATE BAY DIMENSIONS (WHEN ALL BAYS ARE THE "WHERE USED CHART'. IT HELPS YOUR CONSTRUCTION CON- SAME), IS MEASURED FROM THE CENTER OF AN END COLUMN A = FLOOR PLAN TRACTOR IDENTIFY WHERE TO STAGE MATERIALS. TO THE CENTER OF THE OTHER COLUMN. _ 8 = WALL SECTIONS C = ELEVATIONS 2. THE OVERALL BLDG LENGTH IS MEASURED FROM THE OUT- 7- THE BAY NEXT TO EACH SIDEWALL MEASURES FROM THE Z IF YOU HAVE ANY QUESTIONS ABOUT THIS BUILDING AND WISH EA TALK WITH A LESTER REPRESENTATIVE, SIDE EDGE OF ONE CORNER COLUMN TO THE OUTSIDE EDGE O D = ENGINEERING INFORMATION CENTER OF THE INTERMEDIATE END COLUMN TO THE OUTSIDE HAVE INFORMATION FROM THIS TITLE BLOCK READY WHEN YOU CALL. E = FOUNDATIONS OF THE OTHER CORNER COLUMN ON EACH SIDEWALL. EDGE OF THE CORNER (AND SIDEWALL) COLUMNS. a N #1. CALL THE PHONE NUMBER GIVEN IN BLOCK O F (A-E) = WALL STRUCTURAL FRAMING 3. THE BAY NEXT TO EACH ENDWALL WILL HAVE A DIMENSION FH = STRUCTURAL HEADERS SLIGHTLY DIFFERENT THAN THE INTERMEDIATE SIDE BAYS, 8. THE STANDARD DIMENSION FOR COLUMNS AT DOOR OPENINGS u #2. ASK FOR THE TECHNICIAN GIVEN IN THE BLOCK O F (J-N) = WALL OPENING FRAMING THIS DIMENSION MEASURES FROM THE CENTER OF THE IS MEASURED FROM CENTER OF COLUMN TO CENTER OF COLUMN. O G = TRUSS (ROOF SUPPORT) INTERMEDIATE SIDE COLUMN TO THE OUTSIDE EDGE OF THE A SECONDARY LINE OF DIMENSIONS WILL DETERMINE ACTUAL (/3. TELL HIM, YOU WISH TO TALK ABOUT THE BUILDING H = BRACING CORNER (AND ENDWALL) COLUMNS. FINISH OPENING. m O WITH THE JOB NUMBER AS GIVEN IN THE BLOCK 3 I = EAVE TREATMENT (SIDES & ENDS) 4. THE OVERALL DIMENSION OF THE INTERIOR BAYS (WHEN ALL (D ' J = ROOF FINISH BAYS ARE THE SAME) IS MEASURED FROM THE CENTER OF 9. THE STANDARD DIMENSIONS FOR SIDEWALL COLUMNS ARE #4. ALSO TELL THE TECHNICIAN THE DEALER NAME AND K = WALK DOORS AND WINDOWSL = SLIDING AND OVERHEAD DOORS ASIDE COLUMN TO THE CENTER OF THE OTHER COLUMN. MEASURED TO CENTER OF MAIN COLUMNS. THE ACTUAL OPNG CUSTOMER NAME ALSO OBTAINED FROM THE TITLE BLOCK. - WOULD BE LESS THAN WHAT IS SHOWN. M = EXTERIOR WALL FINISH 5 THE OVERALL BLDG WIDTH IS MEASURED FROM THE OUT- REFER TO THE CUSTOMIZED FLOOR PLAN FOR YOUR PROJECT. N = INTERIOR FINISH SIDE EDGE OF ONE CORNER COLUMN TO THE OUTSIDE EDGE PqY CAREFUL ATTENTION TO WHERE THE DIMENSION LINES Of 0 = ACCESSORIES OF THE OTHER CORNER COLUMN ON EACH ENDWALL. w MEASURE. IT MAY MEASURE TO A CENTER OF A COLUMN OR U TO ONE EDGE OF THE COLUMN OR OPENING. Z Z DA531 TITLE BLOCK EXPLANATION R` DA541 o DETAIL o�TO w GROUPS ETC RO DA571 BR1E�F EXPLANATIOONN OF PIAN 1/16 .2 w N 0, RECOMMENDED LIFTING PRACTICEw<N Q O IMPORTANT SAFETY INFORMATION MAKE SURE THE LINES FROM THE ENDS NZ WARINNG oOF THE SPREADER BAR "TOEJ,, ERECTION BRACING SHALL BE INSTALLED TO HOLD DO NOT LIFT AT PEAK ALONE!!EH & � Z 1 ACCOMPANYING THIS BUILDING AND THESE ERECTION DRAWINGS IS THE LESTER ERECTION SAFETY INFORMATION PACKET. THE TRUSS TRUE AND PLUMB AND IN SAFE CONDITION �1yf Q r Q DIRECTIONS ON THE PACKET ENVELOPE OUTLINE SPECIFIC STEPS THAT MUST BE TAKEN BEFORE BUILDING ERECTION BEGINS. UNTIL PERMANENT TRUSS BRACING AND OTHER a w } PERMANENT COMPONENTS, SUCH AS PURLINS AND/OR rn Lv c Q THE ERECTION SAFETY INSTRUCTIONS (INCLUDED IN THE PACKET) PROVIDE DETAILED INFORMATION AND INSTRUCTIONS TO SHEATHING, CONTRIBUTING TO THE RIGIDITY a Y r 3 ASSIST IN SAFE BUILDING ERECTION. OF THE COMPLETE ROOF STRUCTURE ARE IN PLACE. SPREADER BAR THESE TRUSSES MUST BE SUBSTANTIALLY BRACED ALL ERECTION AND PERMANENT BRACING SHALL BE COPIES OF THE FOLLOWING WARNING LABELS ARE ALSO INCLUDED IN THE ERECTION SAFETY INFORMATION PACKET AND DURING ERECTION AND BEFORE ANY LOAD (PLYWOOD, COMPLETELY INSTALLED AND ALL COMPONENTS ON THE ROOF PANELS AND WOOD BUNDLES: ROOFING, ETC.) IS APPLIED. IF IN DOUBT, PERMANENTLY FASTENED INTO PLACE BEFORE THE CONSULT WITH ARCHITECT OR ENGINEER FOR BRACING APPLICATION OF ANY LOADS EXCEPT THE WEIGHT DETAILS. OF THE ERECTORS. DURING THE ENTIRE CONSTRUCTION PERIOD, THE AWARNING WA R N I N G THE TRUSSES MUST BE LIFTED WITH CARE USING CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE U A STRONG-BACK OR SPREADER BAR TO AVOID DAMAGE DISTRIBUTION OF CONCENTRATED LOADS SO THAT Z TO TRUSS AND / OR PERSONNEL. THE CARRYING CAPACITY OF ANY TRUSS, AND/OR OTHER COMPONENT. IS NOT EXCEEDED. Z PURLINS, GIRTS YOU MAY FALL FROM ROOF APPROXIMATELY 1/z To I o AND BRACING AND BE KILLED OR SERIOUSLY TAGLINE �2/3 OF TRUSS IENCTH�TRUSS LENCTH� INJURED. MEMBERS MAY BREAK U �1 OD NDER DC202 TEMPORARY BRACING ROOF SYSTEM R04 YOUR WEDC204 pL60'I WOWADE RO W WEIGHT CAUSING YOU TO FALL PANELS ARE SLWPERY. AND BE KILLED OR SERIOUSLY INJURED Ml USE nu ArwEOIION ABBREVIATIONS AND SYMBOLS 4 J DETAIL LETTER' (L - - CENTERUNE DIA OR DIAMETER ANY PANEL CAN COLLAPSE. SF OR - - SQUARE FEET yF BLDG - - BUILDING MO - - MASON OPENING IM W OD IID7 S1F1 IN 1018E MI" LF - LINEAR FOOT 1O NNOT-W S P aN a 3 rM Era a Area DRAWING TITLE BTM - - BOTTOM MSR - - MACHINE STRESS S n 0o N1f SiV TATNM A R[T a en14 DD. B3 SCALE: 1/2" = V-0" COL - - COLUMN CC CEMENT COATED RATED LUMBER K 'A IF YOUR WAII(�WOOD 'S CONC - - CONCRETE MPH - - MILES PER HOUR 1W/1 STAY WRNIN I FOOT OF TRUSS OR COLUMN. LOOSE PANELS MAY SLIDE OUT ON USE FALL PROTECTION FROM UNDER YOU OF - - DOUGLAS FIR O.C. - ON CENTER DG8 - - DIAG. GABLE BRACE OVHD - - OVERHEAD W 'q'> GET MIO READ"ERECTION SAFETY _ 10 w7 sro Or LOOK POW OR SLEDS PAGE NUMBER - OVHG - - OVERHANG W p p SYMBOL DESIGNATION m - EXIT LIGHT OPG - - OPENING a FO r NSTRUCTIONS FROM SUPERNSOR. - - FIRE EXTINGUISHER VI ✓1 I I P8 - - POLE BARN NAIL C CUSTOM FBO - N FURNISHED BY OTHERS (RING SHANK) U �I r DETAIL NAME (NOT BY LESTER BLDG SYS) RD - - ROUGH OPENING � WOOIJ Member Warning Roof Panel Warning GA—A FIN _ - FOUNDATION PSI - - POUNDS PER SQUARE INCH THIS SYMBOL DESIGNATION FL - FINISH PSF - - POUNDS PER SQUARE FOOT INDICATES THE DETAIL N FL - - FLOOROR F _ _ REFER TO FOR ADDITIONAL Z FT - - FOOT OR FEET IRS0 - - SQUARERING ( NAIL ) NOTE. INFORMATION. GAJ O GA - _ GAUGE FINISH OPENING SYP - - SOUTHERN YELLOW PINE NO PAGE NUMBER IS GIVEN!!! T&G - - TONGUE AND GROOVE N IL GALV - - GALVANIZED o IL THESE WARNINGS AND SAFETY INSTRUCTIONS ARE NOT INTENDED TO BE COMPLETE AND COMPREHENSIVE SAFETY TYP - - TYPICAL O INSTRUCTIONS AND MAY VARY FROM APPLICABLE LAWS AND REGULATIONS. ALL LOCAL, STATE, AND OSHA SAFETY ALL DETAILS ARE ARRANGED IN HDR - - HEADER TRTD - - TREATED LAI z uV INT - - INTERMEDIATE ti REGULATIONS MUST BE FOLLOWED AT ALL TIMES. THE ERECTION CONTRACTOR HAS ULTIMATE RESPONSIBILITY FOR ALPHABETICAL AND NUMERIC ORDER INS - - INSULATION VB - - VAPOR HARRIER p v� WORKER SAFETY AND MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. WITHIN THE SET OF STANDARD DETAILS. LB(5) - - POUNDS W,� - _ ,WA,ITH J DOW ? 4 1 W/O - - WITH OUT m <� DC007 LEESS'TTER INFORMATION.E"&`LOOCAL CODES ME DC430 DETAIL LETTER ANDD PAGE R 4 DC453 ABBREVIATION�D SYMBOL LEGEND Re. ANTI-SIPHON FOUR SETS OF BATTER BOARDS SHOULD BE USED OVERLAP IS TO MARK LOCATION OF A RECTANGULAR BUILDING ON I� DRAIN CHANNEL 36"='7iO COVERAGE WIDTH "SHORT" OF THE SITE. THE FINISH GRADE FOR THE SITE BATTER BOARD W 12" PITCH FLAT TO AROUND THE PERIMETER MUST BE ESTABLISHED AT 1 0 p STIFFEN THIS TIME. SAW KERF p PURLIN EDGE SET BATTER BOARDS AT LEAST 4 FT. AWAY FROM I BEARING 150 RIDGE CAP 170 FASCIA TRIM EACH CORNER. ONCE AGAIN, DOUBLE CHECK THE STAKE EXTRA LEG 126 LONG 16" WIDE # 122" LONG DIAGONALS FOR SQUARE. PLUMB 00 _ NAIL B ui m MATERIAL: .016 THICK GALVANIZED STEEL, ;STAKE, < 4APAINTED, GRADE E TOP PANEL ANTI-SIPHON J� P� 71` 00 80 KSI MINIMUM YIELD SO pJDRAIN CHANNEL dw O�Eq, 1 -0" 0~12" PURLIN �O' — LTAUT LINE BEARINGjo #190 BOTTOM CLOSURE #210 TRACK COVER 3" 3" EXTRA LEG BTM PANEL 122" LONG 122" LONG / OUTSIDE OF FOUNDATION WALLDIAGONAL \ O m 7/8" SID E�A P OG ky / BE EQ ONS MUST USING THE 3-4-5 SYSTEM TO CHECK THE CORNERS Y 0710 fly BE EQUAL!! OF THE BUILDING. THIS IS IS MAKE SURE THE 00 3/16" .p OV BUILDING O SQUARE. IN THIS DRAWING, A MULTIPLE OF 3,4,5 WAS USED. THREE UNITS OGN OF 0 OF EACH: 3X3=9, 4X3=12,AND 5X3=15.� c #230 "Z" TRIM #250"J" TRIM SON ALM (FULL DIAGONALS OF THE TOTAL BUILDING IS MORE ACCURATE)-rim q TMcovERAGE zz LONG ,2LONG NPoPor BOARDS , EF020 _384s4 - e NESECTIONN SPECS .s Eo SITE PREPARATIONR1 PRE-DRILL HOLE INTO COLUMN— OLUMN COLUMN & INSERT SHARP TOP VIEW 2X4 STAKE EDGE INTO HOLE 3/8" DIA. RIGHT x21/4" DEEP. -------------------------- CORNER COLUMNS (z) z ,/r x SIDEWALL 6 GA. STAPLES INTO 2X6-10' BRACE #270 TRACK BOARD COVER #290 SLOG. DR. JAMB TRIM LESTER CORNER COLUMNS WILL VARY WITH THE TYPE OF COLUMN TO HOLD ANCHOR MATERIAL OUTSIDE OF 12r LONG 122" LONG UNI-FRAME BUILDING BOUGHT BY THE DEALER. SET IN PLACE BUILDING 2-PLY (WITH #0 OR #1 SIDEWALL COLUMNS) STANDARD ANCHOR 2X8 CORNER COLUMNS SET FASTENING I 2X6 CORNER COLUMNS I A UNI-FRAME II BUILDING (WHERE THE COLUMNS ARE BOLTED TO __ _ 2X6-10' BRACE IJ J1 A CONCRETE FOUNDATION) HAS FACTORY BUILT COLUMNS. j r CORNER COLUMN MATERIAL 1< FINGER-JOINT <1 ON A STANDARD RECTANGULAR BUILDING, THERE WILL BE TWO ANCHOR RODS AT 90 Ip of CORNER "LEFT' AND TWO CORNER "RIGHT" COLUMNS PROVIDED. a 7 CORNERS AND OPENINGS G 1w 2X8 CORNER COLUMNS WI u X 11 2X4 STAKE #510 (7') JAMB TRIM #550 (8 1/2") JAMB TRIM I 2X6 CORNER COLUMNS 1 THERE WILL ALSO BE LEFT AND RIGHT CORNER COLUMNS SHIPPED U * 11 122" LONG 122' LONG 3-PLY (WITH #2, #D1 OR #D2 WITH THE ONE-PIECE EMBEDDED UNI-FRAME I BUILDING. X USING A 2' LENGTH OF 3/4" PIPE, SLIP ISOMETRIC VIEW II SIDEWALL COLUMNS) m 0 HOOK OF ANCHOR ROD INTO PIPE AND TWIST ROD SO IT WILL SET AT 90 DEGREES FROM CORNER COLUMN NOTE: RIGHT AND LEFT IS DETERMINED BY LOOKING AT THE WHERE IT WAS. HOOK CAN NOW BE FASTENED SIDEWALL BUILDING FROM THE OUTSIDE FACING A SIDEWALL, TO INSIDE OF COLUMN AWAY FROM JAMB OR L ---------------------- RIGHT SPLASHPLANK. THIS ELIMINATES ONE-PIECE UNI-FRAME I MORTISING OF COLUMN. #820 RAKE AND CORNER TRIM PRE-CAST OR POURED FOOTING 2X6-10' BRACE 13'/15'/17'/19'/21'/23' LG. #890 68" LONG SIDE JAMB TRIM AND UNI-FRAME II BUILDINGS U MATERIAL Z Z EF180 STANDARD,ROD OPENINGS.COLUMN UNI-FRAMEC CORNERS RI 2X6-10' BRACE DE095 STANDARDCOMMON METAL TRIM METAL FLASHINGS IDENTIFICATIONS CORNER PRE FF01 1 UM PR CONE-PC COL / UNI-FR III IF RR1N LAYOUT LEFT RIGHT � Z V r0) MATERIAL SINGLE PLY TRUSS >o n CORNER COLUMN 3 - 16d NAILS (2) - 16d NAILS FOR ALL V)w Z EACH CONNECTION BUILDING HEIGHTS (AT EACH CONNECTION TO �� yd J2 TEMPORARY BRACE CONNECTION) ENDWALL COLUMNS & Z H 2X4 STAKE 2X4 STAKE -j Z t-N NAIL THIS GIRT APPROx 5' TO 6'�� ABOVE GRADE REFER TO THE DETAIL � Y (1)-16d COMMON HORIZONTAL INDICATED FOR THE BRACING PLY COLUMN CONNECTION REQUIRED NAILS (1 OR 2 PIECE) PROJECTION �—LINE ONE PLY GABLE TRUSS 3-PLY 4-PLY EW COL. EW COL Ebil 1. SET CORNER COLUMN FLUSH W/PROJECTION TRUSS TOP CHORD FF341 FF343 U LINE & MAKE SURE COLUMN IS PLUMB. Z 2. USE 2X6-10' MATERIAL AND 2X4 STAKES TRUSS BTM CHORD FF331 FF333 - FOR BRACES. VERTICAL TRUSS WEB FF371 FF371 Z PROJECTION 3. TACK BRACES INTO PLACE TO SUPPORT LINE CORNER COLUMN. TRUSS DIAGONAL WEBS FF351 FF353 0 4. FILL & TAMP HOLE AROUND CORNER COLUMN. TRUSS HEEL ® CORNER I FF361 FF361 1n CORNER COLUMN TEMPORARY BRACING GABLE TRUSS TO ENDWALL COLUMN CONN. 384 & w F FO 15 UNI-FRAME I RO F F30 2 UNI-FRAME WALL FASTENING FULL R2 I~N J 2-16d COMMON NAILS (INSIDE OF J EACH CONNECTION BUILDING) PROJECTION PLY COLUMN LINE J (1 OR 2 PIECE) (INSIDE OF BUILDING) i n � N . � I " W � 1. STARTING AT ONE END SET ALL ENDWALL COLUMNS FLUSH C W WITH PROJECTION LINE & SPACE PER FLOOR-PLAN. 1. STARTING AT ENDWALL CORNER COLUMNS. SET SIDEWALL 3 COLUMNS PER FLOOR PLAN. N 2. USE 2 x 6-10' FOR TEMPORARY DIAGONAL BRACING rc W/2 x 4 STAKES. 2. SET THE SIDE COLUMN FLUSH WITH PROJECTION LINE. t) MAKE SURE COLUMN IS PLUMB. m 3. USE WALL GIRTS FOR TEMPORARY HORIZONTAL 3. USE 2X6-8' OR 10' FOR TEMPORARY DIAGONAL BRACING SPACING. AND FOR HORIZONTAL COLUMN SPACING. > 4. NAIL BRACING WITH 16d COMMON NAILS. 4. NAIL BRACING WITH 16d COMMON NAILS. Z 5. ALL TEMPORARY BRACING TO BE ON THE INSIDE OF N a 5. ALL TEMPORARY BRACING & GIRTS SHOULD BE NAILED THE BUILDING & THE HORIZONTAL BRACING TO BE 0 c02 TO INSIDE OF BUILDING. TO THE OUTSIDE OF THE BUILDING W Z V 6. FILL AROUND COLUMNS AND TAMP SOLIDLY AS DIRT IS (n _J $� PLACED IN HOLE. 6. FILL AROUND COLUMNS AND TAMP SOLIDLY AS DIRT IS W _ a 2 PLACED IN HOLE. m <W FF020 W/TEMPORARY BRACNGCNI-FRAME I RO FF025 TEMPO,COLUMN UNI-FRAME I RO / CENTER THE CENTER THE ` f TOP OF COLUMN FIELD CUT NAIL ON THE NAIL ON THE I� WLnp, AT ROOF SLOPE 1 1/2" WIDTH 3 PLY ENDWALL 1 1/2" WIDTH , , OF EACH COLUMN OF EACH x; 2X4 2%6 ;x; 1 015 ` ROOF SLOPE AT ENDWALL COLUMN PLY COLUMN PLY X I I '�1 J- �/ ; 2X4 WEBS: / (2) 16d �;x ;x, C11 rc R.S. NAILS 00 ` NOTCHED OUT CENTER PLY 2 ; x, g IN GABLE TRUSS AREA _ Z 1 1/2" W 0) ,X MIN. Q m \_ xl IxI Xi �2 iX' - \ 2 X 4 BLOCK NAILED w - - - _ - - _ _ TO COLUMN WITH (4) ,� i I I I I I I I 'X , GABLE TRUSS - - - - - - - - �� x x , (X6 WEBS: " - - 16d RiNCSHANK NAILS. � ^�F I x I I � I x I I x I � �x' (3) 16d 'x; BOTTOM CHORD - - - - - - - - - - - - - - - - -h - - - - - - - - -LENGTH FOR EXACT - - - - O I I I 0 I I I I ,x i x: , R.S. NAILS LINE ` - - - - - - - x x n, , , HEIGHT. - i x - N,I- - _ a _ - -I_ I - I I _ _- - ' X, (o I I I -� - I x I rx r - - 10"/12" TO ,ry4 p I I I I $- - - - - - - - - - - - - - - CHORD x m '� O1 (6j 16d - - - - - - - - - - - - - - - - 1-PC. TONGUED TRUSS 6'•/8` TOP COLUMN LY NOWALL R.S. NAILS ry}a k 1 - - -MIN/2" %~ - - Y - - - - - - - - - - COLUMN (CONFIG. CHORD O NOTCH CENTER AND # OF PLIES BOTTOM4ij 6 16d CENTER THE 1/2- PLACING COLUMN BEFORE MAY VARY) CHORD 6" 8" HEEL 10"/12" HEEL R.S. NAILSON PLACING IN HOLE. (6�16d (8) 16d WIDTH OF EACH R.S. NAILS R.S. NAILS COLUMN PLY o ` FF322 iN-PIECE caUMNSMN PUNP�FR ME TION FOR WALLS R6 FF331 EENNDWALL CaCHORD+NETCTIONSPL�-F01ALL R... I.T Rt FF341 E�LL CONNECTIONS PLY E M-FR. s• R8 FF351 ENDWALL CONNECTIONS ENDWALLS WEB TO 3-PLY UNN-F .001.5• ^� THIS DIMENSION 1 1/2" MIN. 10) 16d HEEL: COLUMN EARS WILL VARY (8) i6d R.S. NO TONGUE NAILS COLUMN L TRUSS EAR EXTENSION SECTION A ON CENTER PLY `�' COLUMN� - INSERT BLOCK COLUMN (10d COMMONS I I I I x x \�� 2 W/2-PLIES) I i I FASTEN BETWEEN EARS o 1 1/2" MIN. I I I BEARING x x W/ (6) 16d RING ^' TRUSS BOTTOM CHORD LINE I x w �� x LINE SHANK NAILS I X I w r x x x PER SIDE OF JOINT n * �/-(3) 16d GALV. CENTER PLY OF ENDWALL COLUMNS k I = k x TRUSS WEB x - EACH SIDE OF COLUMN i° / R.S. NAILS I FROM FOOTINGS UP THRU WALL AREA. x I 'ao k 1 MEMBERS (24 TOTAL) ® EA. END Z MEASURE FROM REFERENCE LINE DOWN 1 k I x I w x x + TO FOOTING AND ADD DISTANCE UP TO I x COLUMN 2X8 CCA TREATED GABLE TRUSS. MARK COLUMN AND RIP I I x I x + + EARS TONGUE & GROOVE a N CENTER PLY OUT IN GABLE AREA BEFORE HEEL: I X I NSERT SPLASH PLANKGe x B SETTING COLUMN IN HOLE. R6S.tNAILS I k o X ®d R.S. NAILS x + + \ BLOCK (0.60 RETENTION) N O (10d COMMONS 1 k k l x STAGGERED. �� `� o W/2-PLIES b -- 0 . REFERENCE LINE NEAR GRADE 1,� TRUSS RESTS AFTER COLUMN HAS BEEN � }I1 J I ON OUTSIDE I I I I I I I I I I SET & IS READY TO ADDITIONAL J I ILSI PLY OF CORNER I I I I I I I I I I RECEIVE ROOF SYSTEM. NSERT BLOCK ROWS AS COLUMN I CUT BLOCK TO APPROPRIATE REQUIRED I (CONFIGURATION HEIGHT BEFORE NAILING FIELD CUT TO I INTO PLACE CORRECT LENGTH D' SECTION 8 AND PLACEMENT U F ENDWALL COLUMN MAY VARY) NOTCH CENTER PLY FOR END E USSWALLS GABLE TRUSS E CORNER COLUMN 48 FF3 7 1 VERTICAL DWALL COONNNECTONS S WEB FASTENING UNN-FR 1• RD FF388 ROOF SYS. I-PC. COLUMN UM FRAME 1 R2 FF4 1 0 UNI-FRAMFOR SPLASH E WALLOFASTENING 1.5 RO w NECTION Id 48 FF318 ENrIFAu COLUMNS UNI-FRAME WALLS Ro FF361 ENDWALL CONNECTIONS UNI-FR. t.5 Rt 1. DRILL 12" DIAMETER HOLES AS PER LOCATIONS ON 12)1/4"SHEAR NAILS w< FLOOR PLAN. TRUSS BEAM 1/2- SHORTER NOTE: OUTSIDE O (TYP) t>71 Z COLUMN THAN OPENING EACH EDGE OF POCKET TO (6)-10 GA. X 1-1/4" NAILS w 2. REMOVE ALL LOOSE DIRT FROM BOTTOM OF HOLE, SIDE BE FLUSH WITH OUTSIDE EACH FLANGE TO COLUMN aj> "TAMP" BOTTOM OF HOLE WELL. 1/2" EDGE OF OUTER PLY (4) 20d POLE OF COLUMN. ON & Q 3 Q (2) 16d R.S. 3. GUIDE THE CONCRETE PAD DOWN INTO THE AUGERED HOLE. BARN NAILS (10)-10 GA. % 1-1/4" TRUSS TO BUTT TO Z Iv NAILS EACH FLANGE �� BACK OF GIULAM. >- f-NAILS ® EA. END (P/N: 1040130) I TO BEAM �^ Y^< 4. POSITION WOOD COLUMN IN THE HOLE. 1 I u 5. BACKFILL HOLE WITH DIRT OR GRAVEL. BP-5215 BEAM i POCKET I 5-1/8" X 15" GLU 5/8" WASHER THIS 15•• P/N: 046114 LAMINATED BEAM -------- END ONLY �` I N FULL SADDLE HANGER FULL SADDLE HANGER 1-PLY TRUSS/RAFTER 2-PLY TRUSS/RAFTER (2)-5/8'• MACHINE BOLTS P/N: #045996 2X4 P/N: #045999 (2X6) WOOD COLUMN (2) 5/8" X 5" FIELD VERIFY HOLE LOCATION P/N: #045998 (2X6; / MACHINE BOLTS NOTE: ORIENT GLUCAN HEADER 2X4: (2) Z WALL GIRT 3-PLY COLUMN UP AS HMARKED TREATED JAMB TO EXTEND m 2X6: 4 IOd COMMONS —I I — TREATED JAMB TO ON THE GLUCAN FIELD VERIFY I TO FOOTING AND FIT SECURELY0 (TMP') g EXTEND i0 FOOTING I AT HANGER SEAT. FASTEN a -III I I I I I I AND FIT SECURELY I W/16d R.S. NAILS ® 12" D.C. 0 AT HANGER SEAT. I I STAGGERED. to I I KIT: 741194 2X6 741192 2X4 KIT: 74af WAL1195 2X6 FF430 UNILFG�ETWALL COLUMN I. 3RO I= III I _ F0201 UNI FRAMESGLULAMir XCiONNECTION INTERMEDIATE I".1 R2 CONN. KIT #741250 GA1 22 PURLIN TO TRUSS CONDOUBLE CTON 1.SADDLE5 SER RI w (n (2) 10 GA X I I II (2) 10 GA X 1 1/4" FULL SADDLE HANGER � 11/ SHEAR NAILS I FIELD CUT TRUSS ATOP OF SHEAR NAILS 2-PLY TRUSS/RAFTER z GLU-LAM (TYP.) P/N: #045999 (2X6) _ I I O SHORTER AC FIT GAINST BACK OF \ I- GLU-LAM HDR #258 \ N HANGER _ 6 58" __-_ TRUSS wz W N \ MARK Z 0 SII / '�I' i� [TO CL 7 N _ I _ (�l OF 2X6 Li 3 1/2" THICK X I- w Q (2) 5/8"X3" A & w h 12' DIAMETER I MACHINE BOLTS \/ 7 I PRE CAST CONCRETE I a r OCTAGONAL PAD P/N 104002 L ANGER _ (6) 5/8" X 6-1/ FULL SADDLE Hv CARRIAGE BOLTS 1-PLY TRUSS/RAFTER �n ® P/N: #045996 (2X4) 1/2 SADDLE HANGER ® THRU WASHERS P/N: 045998 (2X6) \ THRU GLU-LAM / P N: 045995 2X4 DRILL 11/16"HOLE _ (/ ( ) SIDE OF POCKET P%N: #045997 (2X6) WITH LOWER" O "WIDE 8 #258 METAL TRUSS TRUSS TOP m TABS MUST FACE N a HANGER CHORD ® O 2X4: (2) RIDGE °0 W NOTE: ORIENT #258 TRUSS HANGER- 046258 2X6: 4 W Z u v UNDISTURBED GLUCAN HEADER 2 X 8 6 5/8" 5/8"X6 1/2" CARR. BLOT- 044205 10d COMMONS ~ 2X4: (2 012" SOIL BELOW WITH THE TOP 2 X 10 4 1/2" 5/8"X3" MACHINE BOLT- 044511 �(TYP.) 2X6: (43 KIT: 741191 (2X4 DIAMETER FOOTING UP AS MARKED 5/8" STD FLAT WASHER- 044820 J Z3 a 1O COMMONS KIT: 741193 (2X63 CONNECTION KIT: #741259 ON THE GLULAM 2 X 12 2 3/8" ¢ KIT: 741194 2X6 741192 2X4 kIT: 741195 2X6 DO Q J 2X4/2X6 1/2 SADDLE HANGER64 2 PLY COLUMN W/ 12• PRE-CAST FTG FTG SGL. TRUSS TO BACK OF GLLRAM W�j256 32 *NOTE: DIMENSIONS FOR ® MAY VARY DUE TO TRUSS HEEL 2X4/2X6 SINGLE/ DOUBLE SADDLE HANGER 46 GA 1 42 PURLIN TO GABLE TRUSS CONN. 2• R1 FG450 TOWN & COUNTRY SYSTEM UN-1 1/2 Ro F0 5 70 UNI-FRAME HEADER CONNECTION 1 �l R2 HEIGHT. THESE ARE BASED ON 7 7/8", 10". & 12 1/8" RESPECTIVELY GA 1 52 1 R. NAILER TO TRUSS CONNECTION 1.5 R2 1/2 SADDLE HANGER (2) ,Q GA X 11 e P/N: 045995 2X4) SHEAR AILS CUTTINGco BRACE LAYOUg BRACE 0, P/N: 045997 (2X6 NAILS 1W1! TRUSS FLUSH MOUNT HANGER g A INSTRUCTIONS COLUMN 45' p MARK P/N: 045994 (2X4 B n ! TO CL PIN: 046000 (2X63 1. MEASURE THE RISE IN FEET AND INCHES. N 00 OF 2X6 (USE 2X6 HANGER FOR z z z 2. SUBTRACT 6 INCHES FOR HEIGHT OF BRACE CUT 2X8 BOTTOM CHORD A B 3. MEASURE THE BAY WIDTH IN FEET AND INCHES. BRACE CONNECTION) J J MEASURE FROM INSIDE FACE TO INSIDE 3" X 18" PRE-PUNCHED - - - _ o o A o FACE OF THE TRUSSES. NIL PLATE (P/N: #046501) • p Pi - - —-4.-----♦LEEP--THESE-TWO-MEASUREMENTS IN M NO — _ (]�_.0_EA SIDE OF COLUMN 001 Of GET OUT YOUR RAFTER FRAMING SQUARE. -- -- - - - - z z Z 5. THINK OF THE INCHES ON YOUR SQUARE IN TERMS I • 1 1/4" X 10 CA o o o OF FEET AND FRACTIONS OF A FOOT. .I SHEAR NAILS. NI B u B u B 1 INCH EQUALS 1 FOOT BOTH I SIDES NTO (OE TOTAL) SIDE OF POCKET WITH 2 INCHES EQUALS 2 FOOT 0 "LOWER" TABS MUST 8' TO 14' 16' 18' AND 20' 3 INCHES EQUALS 3 FEET (10) INTO COLUMN m FACE RIDGE EAVE HEIGHT EAVE HEIGHT EAVE HEIGHT ETC. BOTH SIDES (20 TOTAL) (4) 1 1/4" X f__(lTYP 2X4: 2 10GA SHEAR NILS. (1 BRACE/BAY) (2 BRACE/BAY) (3 BRACE/BAY) i/2 INCH EQUALS 6 INCHES(( 1/4 INCH EQUALS 3 INCHES Y2X6: (43 (TMP•) O0dCOMMONS 2X4: (2 6. MEASURE ACROSS THE SQUARE WITH THE BAY WIDTH..) `�2X6: (43 7. MEASURE UP THE VERTICAL LEG OF THE SQUARE 10d COMMONS KIT: 741190 2X4) BRACE �I�CE FOR THE TRUSS RISE. KIT: 741191 (2X4) 741193 (2X6) (TYP.) KIT: 741196 2X6 do 2X8) GIRT, NAILER GIRT 8. WITH THESE TWO POINTS MARKED ON YOUR SQUARE, 2X4/2X6 HALF SADDLE HANGER 48 2X4/2X6 FLUSH MOUNT HANGER 64 OR PLANK USE A TAPE MEASURE TO MEASURE THE DIAGONAL. KNEE BRACE TO COLUMN W/NAIL PLATE 48 GA 1 62 ROOF PURUN TO GABLE CONNECT 1.5' R4 GA 1 72 BOTTOM CHORD BRACES 2"-1 RI 9. THIS MEASUREMENT, WHEN THOUGHT OF AS FEET AND H D 7 2 5 UNI-FRAME BRACE CONNECTION 1.5' RI INCHES, WILL GIVE YOU THE LENGTH OF THE BRACE FROM THE LONG POINT TO THE SHORT POINT ON THE COL. PLY DIST. "B,. DRILL 9/16" DIA. (2) - tOd TOE-NIL 2 X 6 BRACE. TO NAI CC NIL BRACE AT BACK SIDE 2%6 2 3 4" COLUMN TO EXTEND HOLE FOR BOLT TOE-NAIL FROM TOP. 2X8 3 5 TO TOP OF TRUSS (3) 10d CC NILS INTO COLUMN TOE-NIL TO (3) GI C.C. (2) - tOd FACE NIL 2X10 4 5/8" W/ OVERHANG 1-PLY TRUSS: TOP CHORD THRU GIRT EW+MPLE: 10'BAY SPACING, 4/12 ROOF {{{ THRU GIRT INTO (1) 1/2" X 6" MACHINE \\ INTO BRACE BRACE BRACE 10'IN FROM SIDEWALL 1 1/2" B BOLT (KIT: #744373) \\ 10" HEEL ON TRUSS JA-5 CLIP (046027 \\\ O © 1. 10 X 4"(4"RISE PER 1 FT)= 40" ��1 2-PLY TRUSS: O ONE SIDE ONLY \ \\\ 2. ADD 10" FOR HEEL HT. = 10 " (1) \ w w MACHINE BOLT. I W/1 1/4" X 10 CA \ \\ 3. SUBTRACT 6" FOR BRACE HT=- 6" to = = X (KIT: #744377) Z SHEAR NAILS: \ \ CORNER BRACE LUMBER REQUIREMENTS - \ a 7) (6) O FLANGE INTO TRUSS \ \\ 44"(3'-8") �n 3 O FLANGE INTO BRACE \�\ CORNER BRACES ARE TO BE CUT FROM 4. CONVERT 3'8" TO 3 5/8" b X (1) 1/2" FLAT WASHER N \ \\ 2X4 #2 LUMBER UNLESS NOTED OTHERWISE 5. BAY SPACING IS 10' W/SINGLE TRUSS 10 1/2" EACH SIDE OF COLUMN u a \\ BAY SPACING 10 FT X 12" = 120" (10'6") (2 WASHERS TOTAL) w \ 6. SUBTRACT TRUSS= -1 1/2" w \ \ 6' 8' 10 12' -97--i-071/2' __ _ r (1) 1/2" HEX NUT AT o \\ 8' (1)12' t 14' (1)14' (1)16' 9'-10 1/2" X EACH MACHINE BOLT m O \ \\ = 10' 1 14' 1 14' 1 16' 1 18' 7. CONVERT 9'10 1/Z" TO m n X (1 NUT TOTAL) \ \\ 9 7/6" AND MARK THE \ w 12' (1)16' (1)16' (1)18' (1)18' FRAMING SQUARE \ _ � _____ (4) NAI16d RI DRIVE NK \ 14' (1)18' (1)18' (1)20' (1)20' 8. NOW READ THE TAPE PTL NILS DRIVEN THRU i 16' (2)12' (2)12' (2)14' (2)16' MEASURE 9 7/8" ONE PLY OF COLUMN o t8 9. THIS GIVES YOU THE LENGTH OF THE BRACE AND ALSO THE BOLT LOCATION: INTO TRUSS FROM EACH w \ 3 10' 3 12' 3 12' 3 14' ANGLES TO CUT ON EACH END OF THE BRACE. CENTER OF OUTER COLUMN PLY SIDE. (8) NILS TOTAL. w D) 20' (3)10' (3)12' (3)14. 3 14' AND TOP CHORD z Z TRUSS DIAGONAL\\ \ STIFFENER. LE END BRACE. HA5 2 8 ALL HFELIGHT51 CORNER BRACING R4 10* OC H B 1 60 STEP BY STEPE TRUSS P RE TO�CI E EO H D 5EOLT 0 6 TRU552CONNECTKNJSTRU55 1COlUMN R, w u \ \ LOCATE AT COLUMN OR VERTICAL \ \\ 2-ROWS 1 O C.C. N 0 Z \ \\ \ 1 OR 2-PLY TRUSS TOP KNEE BRACE NILS AT 12" O.C. > 1 OR 2-PLY TRUSS CHORD .� INTERMEDIATE TRUSS BOTTOM 2-ROWS REQUIRED & Z 3 TRUSS CHORD AT EACH SIDE FOR W Z~N EVERY TWO PLYS E Llj KNEE BRACE TO BOTTOM KNEE BRACE Y�3 \\ AND TOP CHORD FASTENING / HD728 TRUSS TOP 3V P4-PLY / CHORD KNEE BRACE (5)-10d CC NAILS BOTH SIDES OF TRUSS Ci \\n n BOTTOM / STEN PLYS TOGETHER WITH ? CHORD ROWS 10d C.C. NAILS O NON-BOTTOM 12" O.C. STAGGERED ZTH SIDES m L� \\�\� NILS 6dTMP5. LOCATION / % O EA. MEMBER) TRUSS BOTTOM / CHORDdi N DIAGONAL GABLE BRACE CONNECTIONS 12 \� L1 D 7 2 p KNEES B URACE FTOO TRUSS TOP B BOTTWI .- H D 7 2 9 UNEEFRAIAE BRACE MKNEEBRACFASTENING 1".1 RO Q L~jt HB562 STANDARD TRUSS BRACING 3/6�1 EO �� O BOT. CHORD BRACE LOCATION HD729 Fl QCHORD Lu MPA-1 CLIP P/N #046022 PLY FASTENING � J ' 2X4 K2 SYP NAILER W/ W/(3) t 1/4" X 10 GA (1) 16d R.S NAIL SHEAR NILS PER FLANGE. O EA. END 3 OR 4-PLY 2X6 SYP #2 KD-19 ~ tOd CC NILS, // KNEE BRACE (PRE-CUT) w w 12" Q.C. n 11 o I KNEE BRACE TO COLUMN CONNECTION p i n 1 - I I In I I J I 2X6 N2 SYP BEV W/ 1 (2) 16d R.S. NAILS O EA. END. COLUMN (,D O � (CONFIGURATION AND lV Z o V USE THIS APPLICATION W/ USE THIS APPLICATION W/ NUUYBEAR OF PLIES N p �LL TONGUED CLM. (OR) FLUSH COLUMN (NO INSET) i s INSET FLUSH COLUMN GIRTS APP. TO I.S. j m <W KNEBRAC J IF130 STANDARD EAVE FRAMING 1.3"=1 E HD710 UNIEFRAMEEBRACE CONNECTION 1/Y R6 USE #10 X 1 1/2" SCREWS IN FASTENER PER JF04 FIATS" & A #10 X 2" SCREW f#820 140"F" #140"F' 4d GAIV. BOX NAIL. 5' O.C. AT MAJOR DARD "RIB" OF PANEL SIDE #140"P - 820 �f 170 OR TRIM #170--� TRIM ENDJF044L FASTENING) 7R .A A 1 1/Y .0 �p TRIM x#670 NAIL ROOF PANEL TO #670 EACH PURLIN. LESTER SOFFIT TRUSS/RAFTER ECREWS ARE USED. OI 800 8" SOLID ALUM. ALUM LESTER SOFFlT ROOF PANEL 10d CC NAILS BETWEEN07 TCH TRIM, iv rc --- 810 16" SOLID SOFFIT SOFFIT /780 8" VENT FA. PURLIN. -- - - �790 16' VEN X_ -t _ - #140 "F" r BEAD OF CAULK I;j $820 TRIM vROOF PANEL I \ MARK HERE FORif170— EXTENDS BEYOND SS1 TRIM PLACEMENT. p G1 00 USE #10 X 1 1/2" SCREWS IN NO OVERHANG EAVE TRIM 1' #820 COLORED -------- 1 1/2" GABLE TRIM "FLATS" NEXT TO MAJOR RIBS #150 METAL RIDGECAP 2'3'$ I (1 7/8" W/ RIGID INSUL.) & A #10 X 2" SCREW AT THE OR 16" FILON CAP NO OVERHANGMAJOR "RIB" OF PANEL SIDE LAPROOF PANEL4d NAIL VERIFY ROOF PURLIN I I o ORIENTATION ON a #170 EAVE TRIM i I LLJ m X-SECTIONS 1 INTERMEDIATE FASTENING END & LAP FASTENING e #820 THICKNESS OF WALL I O t #250 TYP. I PANEL MATERIAL. I VERIFY WALL PANEL i LENGTH IF RIGID 7/8" TRIM ILNAP (7/8" FOR UNI-RIB) C INSUL. IN ROOF. Cr EAVE OVERHANG 96 G END OVERHANG J�/ j) #10 X Y SCREW #10 X 1 1/2" SCREW 1 F #890 JF130 METAL ROOF TO SAVE CONNECTION 3• R1 JF330 METAL ROOF TO END CONNECTION 3'SLIDING E DIST. FROM PEAK TO PADOOR 1 - -- - FASTENER MUST BE PLACED ON UNI-FRAME OVERHEAD 1 �y 1ST RIB OF RIDGECAP! 4' O.C. (FRAMEWALL) 4 DOOR OPENING � (7" DOWN FROM PEAK) VAROOF 1 1/Y % TRIM ENDS O BOTH THIS DISTANCE MAY VARY ENDS OF BUILDING. #150 RIDGECAP METAL SHOULD BE ALIGNED PER APPLICATION OF UNI-RIB PANELS 3" SPECIFIC EAVE DETAILS - SEE WITH SCREWS / JF SERIES DETAILS • USE #10 X 1 1/2" TYPE"A." MILL POINT HEX HEAD SCREWS FASTEN WITH A Y NAIL/SCREW 0 6' O.C. I WITH EPDM RUBBER WASHER AT"FLATS" OF PANEL START O HIGH RIB. 33 IF COLORED SCREWS ARE USED, 8 • USE #10 X 2" TYPE"A MILL POINT HEX HEAD SCREWS WITH #210 / COLOR TO MATCH RIDGE CAP. N EPDM RUBBER WASHER AT MAJOR "RIB" OF PANEL ���� #190 (TYP') PRE-FORMED RIDGECAP (FILON = BONE WHITE) 4 • WITH RIGID INSULATION: UP I" HI THICK, INCREASE SCREW -I H a0 oul LENGTH TO 2 1/2"; OVER ," THICKNESS, INCREASE SCREW LENGTH TO 3 1/2" 64 #250 , ' , l I i I // m x • AT INTERMEDIATE CONNECTIONS, LOCATE SCREWS INSIDE THE #270 L I q m . "FLATS", AND AT THE MAJOR"RIB" OF PANEL SIDE LAP #250 • AT PANEL LAP SPLICES, AND AT THE ENDS, LOCATE SCREWS IN #250 #290 d I "FLATS" NEXT TO MAJOR RIBS, AND ON THE MAJOR "RIB" OF SLIDING DOOR O TOP SLIDING DOOR O SIDE PANEL SIDE LAP #890�� #510 OR #520 OUTSIDE RUBBER FAS PER JF042 D IF FILON RIDGECAP: CLOSURE OR JF044 O EA. SIDE w • PRIOR TO PANEL APPLICATION, AVOID WALKING ON MAJOR"RIBS" e e OVERHEAD DOOR O SIDE OVERHEAD DOOR O TOP USE MANUS - CLEAR OF HI H RIB. Z Z IN ORDER TO PREVENT DAMAGE CAULK AT ALL SPLICES. SCREW FASTENING PATTERN - ROOF 16 STANDARD TRIM LOCATIONS 8 E F RIDGECAP TO ROOF FASTENING 96 1 U JF044 UNI-RIB ROOF METAL FASTENING 1/Y EO JF086 METAL ROOF WALLS 1/4" El 1 e JF705 METAL ROOF FASTENING 3" R2 w N rn KIT: 740410 SERIES NF99, AG) (2) 10d CC >`L i11 AG RELATED BUILDINGS Q RIDGE CAP c�" KIT: 740402 SERIES 88, AG) NAILS (TYP.) >O 2X4-37 1/2" N Z CENTER "LARGE" LOGO AT FIRST w HORIZONTAL WOOD NAILER PLYCO DOOR ROUGH OPENING CHART �S-NF99) 2X4-41" BLOCKING > FROM PEAK IN GABLE AREA 5-88) 2X4-43 3/8" (4) REO'D. > Q #870 PEAK BOX 1 1 a • �i ESTE I 1 N 2ND GIRT N W�D a SERIES-35 DOORS I �t 1ST GIRT 1 FASTEN WITH A 2" 24" 30" 36" SINGLE LEAF DOOR: ADD 1 3 4" TO WIDTH (3) 1O CC q1" CUT O DOOR NAIL/SCREW NAILS qt ADD 1 3 4 TO HEIGHT q3 (S�Nr9g RAKE TRIM EXCEPT: 4 SINGE F DOOR: 1 4 TO WIDTH Mr 1 iADD 3 4 TO HEIGHT �S'BB 2X4-89" LEAF DOOR, ADD 3" (2) AT FRONT FACE FLAT. DOUBLE i T 4" TQ H I HT (4) 1O CC (2 PCS.) FASTEN WITH 1 1/2" NAILS/SCREWS WITH OVERHANG. NAILS EA. TOP VIEW U FASTEN WITH Y NAILS/SCREWS WITHOUT OVERHANG. ® VERTICAL JAMB Z (2) O TOP THROUGH RIDGECAP FASTEN WITH 2" NAILS/SCREWS (2) 10d GALV.--` FASTENER PER JF714 SERIES-88 DOORS BOX NAILS INTO CCA TRTD. NK NO 2) THROUGH FRONT INTO BLOCKING SPLASH PLANK NOTCHED 1 X 4 - 1Y WOOD CODE BLDGS. ADD LOGO FIRST. SEE JF717) 24" 30" 36" SINGLE LEAF DOOR: ADD 4 3/8!' TO WIDTH SPLASH & AT OPENING & 2X4 CCA BLOCK NAILED TO PEAK FASTEN WITH 2" NAILS/SCREWS ADD 2 3 16 TO HEIGHT VERTICAL 2X4-82 TRTD. STIFFENER W/ O SUPPLY BY ERECTOR COMMERCIAL RELATED B U I LD I N CS EXCEPT: 48 SINGLE LEAF DOOR: AD 2 7 TO WIDTH 10d CEMENT COATED NAILS N ADD 2 3/16' TO HEIGHT VIEW FROM INSIDE OF BUILDING O tY O.C. (P/N: 040016) V) RIDGE TRIM PEAK BOX & RIDGECAP 24 LESTER LOGO FASTENING 24 D R: 11/16- T WIDTH /� FRAMING PACKAGE WALK DOOR 8 CK w JF714 TRIM TO ROOF FASTENING 3/4'.1 E2 JF717 AG & CODE APPLICATIONS 3/4"=1 El AQD1 T H I HT KC21 3 AG BUILDING #740410 & #740402 1/4" E2 c N V-21 BUMPER STOP FASTEN CHAIN WITH LAG BOLT ON BACK EYE BOLT MUST GO THROUGH TROLLEYS SEE"LC" AND "LF" P/N: 642913 METAL SIDE OF COLUMN. DO NOT USE UP ALL TENSION METAL IN DOOR V ---1 EXTERIOR LA363 (INSTALLATION) SECTION DETAILS FOR OF SPRING WHEN FASTENING LAG BOLT. SOME SPECIFIC FRAMING Z I PANEL I LA407 (pUANTITY) INFORMATION SERIES-92 DOORS IS NEEDED FOR DOOR MOVEMENT. F f 3 t/2" 24" 30", 36" & 48" SINGLE DOOR LEAF: ADD 4 3 8" TO WIDTH DOOR HANDLE CHAIN BINDER 5/16" n � 4d NAILS AT FRAMING ADD 3 16 TO HEIGHT (APPLY BEFORE ��LATCFi w HOLE -- - 24" O.C. DOOR LEAF DOUBLE LEAF DOOR: ADD 6 348' TO WIDTH DOOR PANEL) CHAIN i WALL METAL I I ASSEMBLY ADD 311 TO H IGHT K N HOOK CHAIN BINDER t WALL GIRT 4d NAILS AT #250 "J" �L�i�-�I TT � J�� LA382 INTO HOLE IN HANDLE �' W I 24" O.C. TRIM I I SLIDING LA422 �> & M #890 "C" TRIM - I DOOR WEDGE T l' / n DOOR 1 1/6" BEND LEG IN IF I I LA432 SERIES—NF99 DOORS n EDGE MAX. AT RIB LA357 I F V • 0 24", 30" 36" SINGLE LEAF DOOR: ADD 2" TO WIDTH I V) JAMB SECTION JAMB LATCH DOOR GIRT DOOR HEAD SECTION CHAIN BINDER ADD 1 13 16 TO HEIGHT EXCEPT: 48 SINGLE LEAF DOOR: ADD 1 8 TO WIDTH I 5/16" X 2 1/2 LA320 LA325 ADD 1 13/16-" TO HEIGHT LAG BOLT EYE BOLT WITH (1 OR 2 1 OR 2) DOUBLE LEAF DOOR: A 1 11 " T WIDTHGDOOR PANEL AND 2-NUTS _—� I I WOOD COLUMN C9 02 BTM. GUIDE VERTICAL STEEL I I I Z ;u 2-WASHERS "C"-TRIM BUTTS //I ly,�� FAST BUMPER STOP INTO UNDERSIDE OF ( f 7 �37_ (INSTALLATION) FASTEN WITH t" x #9 HEADER "J' TRIM III/I IWI DOOR RAIL a`� PAN HEAD SCREWS 407 (QUANTITY) PART 642906 m c w V-21 DOOR KC598 WALK DOOR INSTALLATIOPER N Y EO KC722 METAL SIDING & TRIM,JMB 1.5 E3 LA202 48 79 YMEETAALL RRAILHDWR DR SYS TODETAILS l/1fr RO KC205 SERIES 35, W. 9PLYCO DOOR 2. W99NINGS DOORS Rl CSN RD DER LATCH SLIDING DOOR 32 LA3 2 5 STANDARD DETAILS UNI-FRAME R2 TOP HORIZONTAL METAL RAIL SEE"FO" DETAILS FOR 1 - P C SLIDING DOORS / 290 DOOR #250 TRIM HEADER INSTALLATION 2 n W PRE-DRILLED HOLES FOR AMB TRIM a W 00 rn STEEL VERTICAL RAIL TROLLEY CONNECTION GLULAM HEADER 2 1 '0Q 4 DOOR SIZE TROLLEYS TRACK DOOR GUIDE JAMB GHNN 0) y O 10 WIDTH HEIGHT PER DR LEAF LENGTHS GUIDE BRKTS LATCH BINDER \ P/N 065281 SERIES 1 1 2" O TCUT OP 6' 8' 10. 12' 14. 16' 2 ( t )- 12 FT 6 FT 3 1 1 \ STEEL TOXC3 BLOCKMN NAILED _ / 2%6 TRACK BOARD N 0 END 6' 18'20' 2 ( t )- 12 FT 6 FT 3 2 2 W/16d R.S. NAILS 8 6 IF RFf]lll ED VERTICA - -t-6'e. -sTA� 5' a' 10. 12' 14' 16' 2 ( 1 )- 16 FT 6 FT 3 1 1 INTERMEDIATE DR RAILS _ 2 CUT VERTICAL DOOR RAILS PRIOR e' te'20' 2 ( t )- to FT 6 FT 3 2 z METAL RAIL / P/N r (COONFIG. MAY VARY) FILLER m TO ASSEMBLY OF DOOR FRAME / 0654-- FASTEN TRIM a 00 10' 8' 10' 12' 14' 16' 2 ( 1 )- 20 FT 6 FT 3 1 1 \_ W/4d Nam I WALL PANEL 4 DOOR HEIGHT WILL CHANGE WITH Io' 18'20' 2 ( t ) - 20 FT 6 FT 3 2 2 O 2a" O.C. ' DIFFERENT SIZE DOOR HEADERS EQUAL \ I V I 8 72' 8' 70' t2' 14' t6' 2 (2) - 72 F7 10 FT 4 1 I / I A I WOOD COLUMN 2X8 TRACK BACKER THE HEIGHT WILL BE EQUAL TO THE 12' 18'20' 2 (2) - 12 FT 10 FT 4 2 2 /\ FASTEN W/ I /\ I W/OPTIONAL JAMB PAST OPENING W/ 2X8 TRACK BACKER / \ I SEE FLOOR PLAN 3 16d R.S. NAILS 0 OPNG W/16d R.S. —DISTANCE FROM THE FINISH FLOOR 15' 8' 10' 12' 14' 16' 2 (t)-t 0'&(1)-20' 10 FT 4 I t / \ SELF DRILL I ( ) NAILS 0 16' O.C. LINE TO THE BOTTOM OF THE I/ \I EA. END. STAG. m Is to zo 2 (1)-Io'& (1)-20' to Fr a 2 z / SCREWS 2X _ TRACK BOARD PLUS 2 1/4 L-�L-_ • 16' 8• 10' 12' 14' 2 (1)-12'& (t)-20' 10 FT a t 1 / f 2 AT FRONT + W zx4 TRACK BOARD W/ Y t6' t6' 4 (t)-t2'&(t)-20' to FT 4 t t 1 AT BACK NOT 16d R.S. NAILS 0 16" 2 S ALWAYS CUT THE TOP END OF THE NOTCH DOOR JAMBS TO FIT O.C. VERTICAL AND CUT THEM IN PAIRS i6' t8'20' 4 (t)-12'&(1)-20' 10 FT a 2 2 \ UNDER HEADER AND TRACK TOP OF 2X4 TO ALIGN W/ BOARD, APPLY 2 x 3, 1 1/2" FLUSH COLUMN & JAMB \ BEYOND COLUMN (# OF PLIES MAY VARY) TOP OF 2%6 ONE - PC SLDC DR HARDWARE CHART B SELECT \ SUDING DOOR JAMB DETAIL W/2%3 96 TRACK BOARD FASTENING. GI.ULAM HDR 4B LA407 •9T' STEEL GIRT' W-18• WIDE 1/T' Ro LEVEL ASSEMBLY LA71 0 Ura-FRAME SLIDING DOORS 3 Ro LF161 STD. SLIDING DOOR HEAD FRAMING 1.T' R7 SITE. SET SAWHORSES CORNER usE #10 x 1 1/2" SCREWS AROUND PERIMETER OF DOOR CONNECTION IN "FLATS" & A #10 x 2" SCREW FRAME. LOCATE INT. RAILS �2 AT FRONT LAP MAJOR "RIB" OF PANEL SIDE PER CHART SHOWN BELOW 2 AT BACK ` 4 FT TO 16 FT WIDE JJ ow 1 VERIFY WALL GIRT I'WF—HORIZONTAL < ® x 3 � ORIENTATION ON VERTICAL RAIL T8d COMMON NAILS 8 STEEL VERTICAL DR RAILS RAIL M $PACING " G N X-SECTIONS ® ALL SPLICES —� PART # 065400 SERIES HEIGHT =4 FROM TOP & X 7/16" O.S.B. y v USE A PLIERS TO BREAK 8' - 2" 2 33-2 ® 31 1/2x x O TAB OUT, BY BENDING 1 7/8" 10' - 2" 3 33-30 -30 -29 m x BACK & FORTH REPEATEDLY 12' - 2" 3 33-38 -38 -37 #8 x 3/4" SELF DRILLING PHILLIPS WASHER HEAD 14' - 2" 4 33-3 ® 34 1/4 8d COMMON NAILS x 8d COMMON NAILS BREAK TAB OUT AT THE USE L#10AT X 1 TT SCREWS SCREW TI USE AT ALL FRAME % BOTTOM OF VERTICAL & FLATS" NEXT TO MAJOR RIBS 16' - 2" 4 33-3 ® 40 1/4 CONNECTIONS (P/N 042278 6" O.C. R ALL DOOR RAIL AT EACH SIDE & A #10 X 2" SCREW AT THE 18' - 2" 5 33-5 ® 37 12" O.C. IN FIELD X PERIMETER EDGES MAJOR "RIB" OF PANEL SIDE LAP NOTE! USE SCREW GUN AND x % x x x x x x x xx x x x x x x x x x x x x x x x x x " tr OF THE DOOR FRAME FOR DOOR 1 3/8" 20' - 2" 6 33-5 0 35 -34 ADJUST CLUTCH DRIVE FOR W GUIDES. (BOTTOM END ONLY) INTERMEDIATE GIRT FASTENING END & LAP FASTENING O.C. IN INCH $ PROPER SCREW CONNECTION x x x x x x x x x x x x x x x x x x x x x x x x x x x U E- VERT METAL DR RAIL FIELD CUT 96 DR FRAME ASSEMBLY 6 FT TO 16 FT 12 x x % x x v LA382 1997 slc DR w/ METAL RAL s Ro LA422 •9T' METAL RAIL DDDR srs 3/8 RO ZN po #10 x 2" #10 x 1 1/2" Y BOTTOM CLOSURE SCREW ----�� DRAIN SCREW x x x x x x x Li Q If1 SPLICE II� /\�CHANNEL FASTEN WITH (?.) 1 1/2" j O NAIL/SCREW 0 EACH FRAMING LOCATION N LLJ Z WALL PANEL FASTEN PER IF COLORED SCREWS ARE USED4— , x x x x x J "PANEL SIDE LAP" WALLS COLOR TO MATCH TRIM. zuj STANDARD END x xyt PANEL FASTENING) II\ /1 L'-I APPLICATION OF UNI-RIB PANELS SHOULD ALWAYS FALL x x x x x a Z~^I ~I WITH SCREWS ON "FLAT' �. 1111 x x x w�a V x x � Yn3 #190 BOTTOM1 I 4d GALY. BOX USE #10 X 1 1/2" TYPE "A" MILL POINT HEX HEAD SCREWS #820 METAL CLOSURE I \I n NAIL AT 5' O.C. WITH EPDM RUBBER WASHER AT "FLATS" OF PANEL CORNER TRIM x USE #10 X 2" TYPE X x x N _--------- --- x X x x xx x x %x% % x x X X x x X x X X x X x x X 1/ \I� • I % TOP OF SPLASH PLANK EPDM RUBBER WASHER MILL POINT HEX HEAD SCREWS WITH AT MAJOR "RIB" OF PANEL I `a n . AT INTERMEDIATE GIRT CONNECTIONS, LOCATE SCREWS INSIDE < N FINISH FLOOR "FLATS", AND AT THE MAJOR "RIB" OF PANEL SIDE LAP FASTEN WITH A 1 1/2"2"•o . AT PANEL LAP SPLICES AND AT THE ENDS, LOCATE SCREWS IN NAIL/SCREW 0 1O.C.O. Z e "FLATS" NEXT TO MAJOR RIBS, AND ON MAJOR "RIB" OF PANEL IF COLORED SCREWS ARE USED, I WALL PANEL EXTERIOR O.S.B. APPLICATION 'a GRADE LINE SIDE LAP COLOR TO MATCH WALL PANEL. I • PRIOR TO PANEL APPLICATION, AVOID WALKING ON MAJOR "RIBS" 1 ROW 2X8 T&G SPLASH IN ORDER TO PREVENT DAMAGE 0O VIII III I II II111III II PLANK (ADDITIO AL ROWSMAY BE N . MF1 12 BOTTOM CLOS90 METAL UOTTOM RE DETAILS IRE AS SPI./LSH EE78 MF044 NIREW-RIB PATTERN/4" WAS 24 CORNER TRIM PRE MF51 1 WALL METAL &FASTENING MAILTRIM FASTENING Y� D MB510 ELEVATION VIEW T 3/4 EXTERIOR RD ` N MAKEEND OF BLDG CUT OUT 1st TAB w 1" METAL THREE f AND TRIANGLE AS ROOF ME4d GALV. BOX CUTS ��'�' SHOWN ON SEAT. NAIL AT 5' O.C. / REPEAT TRIANGLE ON BOTTOM. #820 RAKE < #250 "X TRIM #170 METAL TRIM SEE SECTION MO RAKE / SAVE TRIM �F/ DETAIL L FOR ROOF TR W \ THIS DISTANCE FASTEN I 170 EAVE NG # "1 MAY VARY = K N f SLIGHTLY - SET " #890 "C" TRIM TRIM IWALL OMETAL AT METALTIGHT TOF FASTEN WITH A 2" W a z� FASTEN WITH A 2" r IL W n }I� I I PANEL NAIL/SCREW 012" O.C. I p o CUT AND BEN (D NAIL/SCREW 012" 0IF COLORED SCREWS ARE I ROOF STRUCTURE a H n USEDv TO FIT RAKE IF COLORED SCREWS ARE4 , COLOR TO MATCH I LINE TRIM USED, COLOR TO MATCH TRIM. TRIM. 1 ti FASTENER PER MF 4 FASTENER PER MF042 OR M 4 (STANDARD o OR oMF044 (STANDARD END PANEL FASTENING) I END PANEL FASTENING) ' 1" 1" WALL--/"4' ALL PMETAL ANEL WALL CS (. D o REMOVE BACK METAL WALL METAL W z OF 2nd TAB BEND 90. LAE SQUARE EDGESINSIDEI W 22 TOP VIEW CUT AND BEND TRIM DIAGONAL CUT EDGES. N820 CORNER =) a RAKE TRIM TO WALL METAL 96 M <W MF146 CORNERS AND SIDEwJAMB TR EDi.5" E2 OFF ENDO CLOSE MF53O WALL MEETTAL &TTRIM FASTENING 3/4"e7 E2 MF718 WALL METAL T&�TRIN FASTENING r RB MF738 WAIT METAL & TRIM FASTENING 3" E2co 4' KLAUER RIDGEVENT SLIP METAL APPLY FRAMING OF R.O. FOR RIDGE VENT FLASHING LIP RIDGE CAP UNDER THE OVER THE 1.) MOVE TOP PURLIN TO FORM 8 1/2" OUTSIDE RUBBER 4 END OF FLASHING OPENING WHERE RIDGOLATOR IS �� in CLOSURE TO BE LOCATED. p VENT UNIT P/N: X129462 �$�� 2"CMETAL - aiz- 2.) CUT ROOF METAL AT c11 rc RIDGOLATOR OPENING. CORRUGATED FAqTFNPPqAT EACH 3.) CUT RIDGE CAP TO FIT I.. I RIB AND RIDGE VENT LOCATION wONE IN m BETWEEN FLAT PLACE A 1/2{ p R 00 BEAD OF EACH RIB A CAULKING KLAUER 4' RIDGE SEALANT ACROSS VENTILATOR FLASHING & TOP OF RIDGE. CORRUGATED_�� ROOF METAL 80'-0" EXAMPLE m DIVIDE LENGTH OF BUILDING BY NUMBER OF RIDGE VENTS w (EXAMPLE: 80' LONG BUILDING - RIDGEVENTS = 20' O.C.) 10'-0" 20'-O" 20'-0" O 20'-0" 10'-0" Y LOCATION OF RIDGE VENTILATORS I - - 1" X 9" OPENINGS THRU ROOF TOP OF UNITS 1/4" SPACE (' BETWEEN UPPER & LOWER PIECES 1/2" X 1/2" SQUARE ALLOW WATER WIRE MESH BIRD TO DRAIN SCREEN 4" X 16" CONNECTOR o OPENINGS THRU FLASHING THROAT OF FORCONT. UNIT UNITS I z POP RIVETS HOLD O UPPER METAL CAP TO THE LOWER ASSEMBLY \ \ O g N OF THE VENT UNIT of x \ \ O W V \ \ \ FACTORY 10' - 0' APPLIED x m x UNIT LENGTH- \ ENDCAP p� \ ENDCAP FLASHING (120") (00 W/FLANGE w Z Z Z Z uj LOCAOA0�6 RIDGE VVEENTMTION 11T RIDGE VENTS R, a`,) � o V)w Z aSJ:2 1�! w a $ Z 3 N w L Q O Z Z O In of ec w W � Gi J ti z n n ce I aW On 6 W h � I d � H U N 0 °o yuV W _j O� J 4 m <W J 5 m 0 20 Scale 1" = 20 ft \ 1 990 SP.8 1000 SP.8 i . SP -8 :K WALLS - 1�P CR.3 � " "" 1004.0 , `0p?- 1004.0 ELECTRIC OUTLET 1002. r'"WISIOUS 0LO� ,,EDGE OF BITUMINOUS, 1002ttOON 4.7 1002.5 '�- 1002.6 1003.0 K WALL 5.2 970 ` 930 X 929.8 CR.3 1 � + � \\ 950 2.7 10041 CN.3 104.100.3 03.R5C93.BV n n ;ONCRETF yfALL 2 �$ W F'P � ' W B SPRINKLER VALVE FQ ' 993.4 993.5 ?eb 993.1 9 993.0 (Z� v� 992.8 • • SPRINKLER VALVE 993.4 fl SOV B� ELECTRIC OUTLET FR.10.2 A.8 V0 ci> O 992.7 A,8 O� IS A.8 A.10 A.6 \ A.6 A.12 ^g \ A.10 9a ,4 A.6 gy A.12 7ii4 i NQP 1a ;•f.• Q A � O BITUMINOUS 0 tk1 i THIS DRAWING HAS BEEN CHECKED AND REVIEWED THIS Ae?'- ? DAY OF r� BY CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the Iowa of the Mata of Minnesota. 4-11 Theodore D. Kemna Date: 19 .JUNE 1997 License No. 17006 .1-400? SCHOELL & RADSON, INC. ENGINEERS * SURVEI'ORS * PLANNERS SOIL TESTING.,, * ENVIRC 4MENTAL SERVICES 10560 1NAYATA BOA: LEVARD. SUITE 1 MINNETONKA, MN 55305 (612) 546-7601 FAX:546-9065 CLIENT LIGHT POLE A. � / / X WATER ELEVATION 18 JULY 1997 1 929.2 BENCHMARK: Floor level at southerly entrance b pool. Elevation = 994.57 (N.G.V.D. 1929 960 DISCRIPTION: \ Tracts D and B, R.L.S. NO. 1305, Hennepin County, Minnesota GENERAL NOTES: 1. • Denotes iron monument. 2. Bearings shown are based on the southwest line of Tract B having an assumed bearing of N 34°00'00" W. DR. GLENN NELSON i 992.4 mFa Number following abbreviation denotes estimated 993.6 ELECTRIC OUTLET The second number (if any) denotes the number of trunks at that location (1 ELECTRIC OUTLET 5 denotes a cluster). Denotes 992.4' �Fo { Denotes shrub. SPF,, KLEti VALVE Denotes coniferous tree. 993.2 SPRINKLER VALVE 993.4 Denotes 992.3 SP iWLER VALVE o ELECTRIC OUTLET 992.7 BF fl SOV B� ELECTRIC OUTLET FR.10.2 A.8 V0 ci> O 992.7 A,8 O� IS A.8 A.10 A.6 \ A.6 A.12 ^g \ A.10 9a ,4 A.6 gy A.12 7ii4 i NQP 1a ;•f.• Q A � O BITUMINOUS 0 tk1 i THIS DRAWING HAS BEEN CHECKED AND REVIEWED THIS Ae?'- ? DAY OF r� BY CERTIFICATION I hereby certify that this survey was prepared under my supervision and that I am a Licensed Land Surveyor under the Iowa of the Mata of Minnesota. 4-11 Theodore D. Kemna Date: 19 .JUNE 1997 License No. 17006 .1-400? SCHOELL & RADSON, INC. ENGINEERS * SURVEI'ORS * PLANNERS SOIL TESTING.,, * ENVIRC 4MENTAL SERVICES 10560 1NAYATA BOA: LEVARD. SUITE 1 MINNETONKA, MN 55305 (612) 546-7601 FAX:546-9065 CLIENT LIGHT POLE A. � / / X WATER ELEVATION 18 JULY 1997 1 929.2 BENCHMARK: Floor level at southerly entrance b pool. Elevation = 994.57 (N.G.V.D. 1929 960 DISCRIPTION: \ Tracts D and B, R.L.S. NO. 1305, Hennepin County, Minnesota GENERAL NOTES: 1. • Denotes iron monument. 2. Bearings shown are based on the southwest line of Tract B having an assumed bearing of N 34°00'00" W. DR. GLENN NELSON BOOK: 209 PAGE: 62 (82.22) LOCATION ORONO, MINNESOTA S.M.I. PROJECT NO. 62817-001 SHEET 2 OF 2 SHEETS (S 361039) ti bA16dH06 AiAu s t66ti 6b 00: TREE LEGEND Number following abbreviation denotes estimated diameter in inches, three feet above ground level. The second number (if any) denotes the number of trunks at that location (1 denotes a dead tree 5 denotes a cluster). Denotes deciduous tree. { Denotes shrub. Denotes coniferous tree. Denotes tree line. A Denotes Ash AV Denotes Arbor Vitae BF Denotes Balsam Fir BA Denotes Basswood BI Denotes Birch BE Denotes Box Elder BN Denotes Butternut BU Denotes Bush CA Denotes Catalpa CR Denotes Cedar CH Denotes Cherry CN Denotes Cottonwood DG Denotes Dogwood EL Denotes Elm FR Denotes Fruit GN Denotes Gingko H Denotes Hackberry HC Denotes Horse Chestnut IR Denotes Ironwood JU Denotes Juniper KC Denotes Kentucky Coffee LI Denotes Lilac LO Denotes Locust M Denotes Maple MP Denotes Mugo Pine 0 Denotes Oak PI Denotes Pine PO Denotes Poplar RO Denotes Russian Olive SM Denotes Silver Maple SP Denotes Spruce TD Denotes Tree Deciduous TE Denotes Tree Evergreen WA Denotes Walnut WI Denotes Willow BOOK: 209 PAGE: 62 (82.22) LOCATION ORONO, MINNESOTA S.M.I. PROJECT NO. 62817-001 SHEET 2 OF 2 SHEETS (S 361039) ti bA16dH06 AiAu s t66ti 6b 00: