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1235 NE 100 St (6)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE `/ 3 -/D -D / Job Address /c25. NE /oo fh .S . Tax Foli / I - 3 g.OS- d 02 -00 7 0 Z e i z-etax-AkYti - a-Ps , 64 -g dot 2/ / Historically Designated: Yes No X Master Permit # q. g c99 A ta 3 - Y)' C. Phon 3OS -/57 -9 o / Contracting Co. exAc Fc( D Qualifier '-r" ' tee State # Ai/ Architect/Engineer Bonding Company Municipal # 30— N q'5D N Competency # 9 gas Ins. Co. dogriFtED Address Address Mortgagor Address Permit Type (circle one): UIIAING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION nyfi. Square Ft WARNING TO OWN ?R: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE Mt IMPROVEMENTS TO YOUR PROPERTY (IF YOUJTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby mt de to obtain a permit to do tort and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to matt the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, I OOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT I certify that all the foregoing information is accurate and that all work ll be d e in compliance with all applicable laws regulating :onstruction and zoning . Furthermore, I autharize the above -named contractor to do the work Eery as to Owner am /or C My Comb rion %tin s: J 'R1 M ��..: Commission # CC 725774 :a ''; Comm. Expires Mar. 18, 2002 FEES: PERMIT APPROVED: Zoning Mechanical RADON a 64LIF /r)e" 7 ( GAP-Me— NA42 Building Address 33 Az 69 s r ss# Phone /O) e3 Estimated Cost (value) I s).)a • • ;: as to at tractor or Owner- Builder Signature of C for or ■ - Builder Date My Commissi C.C.F. 1 ..D o NOTARY ^- eN, JENNIFER JOHNSON p MY COMMISSION # CC 903127 40, gy p! EXPIRES: Jan 18, 2004 1- 800-3.NOTARY Fla, Notary 8ervIce & Bonding Co. 3 - i_,V--o/ e m ectrlcat Plumbing Structural Engineer n METRO - DE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens FL 33016 Your application for Product Approval of: 24 ga. Raised Panel Embossed Garage Door under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant along with Dab Doors Inc. drawing No. 98 -12, issued on 04/03/98, revised on 07/25/98, with Miami- Dade County Product Control Approval Stamp. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0506.07 Expires:10 /01 /01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Internet mail address: postmaster @buildingcodeonline.com CONDITIONS BUILDING CODE COMMITTEE Approved: 10 /01/98 -1- BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com DAB DOOR COMPANY, INC. ACCEPTANCE NO: 98- 0506.07 APPROVED : OCT 0 1 1998 EXPIRES OCT 0 1 Mal, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a 16' wide sectional door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC) for the location where the pressure requirements as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated on the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DAB 16' wide Sectional Door and its components shall be built in strict compliance with the following documents: Drawing No. 98 -12, titled "Sectional Residential Garage Door ", prepared by Al- Farooq Corporation, dated 04/03/98, with latest revision on 07/25/98, Sheet 1 through 3 of 3, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown in the approved drawings shall qualify under this approval. 4. INSTALLATION 4.1 The Sectional Door and its .m. . shall be installed in strict compliance with the approved drawings 4.2 The installation of thi re Hurricane Protection Systems. 5. LABELING 5.1 Each door shall bear a re ent label h the manufacturer's name or logo, city, state and the following statement "Miami-Da • e ounty Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as defined in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of the system -2- Candido Font, PE, Sr. Product Control Examiner Product Control Division DAB DOORS COMPANY INC. ACCEPTANCE NO.: 98- 0506.07 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. APPROVED .,JT 0 1 1998 EXPIRES GCT (Q rf rs 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Candido Font. PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- DOOR HEIGHT CONSISTS OF 6• -6' 2 SECTIONS 18' 2 SECTIONS 21 '0'-9 1 SECTION 16 3 SECTIONS 21 7' 4 SECTIONS 21 - 7' - 3" 16' -10" - 7 -6 5 SECTIONS 18 - 7' -9' 4 SECTIONS 18" 1 SECTION 21- 8 3 SECTIONS 18 2 SECTIONS 21 8 -3" 2 SECTIONS 18 3 SECTIONS 21 8 -6 1 SECTION 18' 4 SECTIONS 21 8' -9 5 SECTIONS 21 - 9' 6 SECTIONS 18" - 9' -3 5 SECTIONS 18" 1 SECTION 21 9' 4 SECTIONS 18' 2 SECTIONS 21' 9 -9 3 SECTIONS 18" 3 SECTIONS 21' 10 2 SECTIONS 18 4 SECTIONS 21' 10' -3 1 SECTION 18' 5 SECTIONS 21' 10 -6' 6 SECTIONS 21' - 10' -9 6 SECTIONS 18 1 SECTION 21 11' 5 SECTIONS 18' 2 SECTIONS 21 11' -3' 4 SECTIONS 18' 3 SECTIONS 21' 11' -6 3 SECTIONS 18' 4 SECTIONS 21' 11' -9 2 SECTIONS 18' 5 SECTIONS 21 12' 1 SECTIONS 18' 6 SECTIONS 21' 12 -3 7 SECTIONS 21 - 12' -6 6 SECTIONS 18 2 SECTIONS 21' 12' -9 5 SECTIONS 18 3 SECTIONS 21' 13' 4 SECTIONS 18 4 SECTIONS 21' 13' -3' 3 SECTIONS 18 5 SECTIONS 21' 13 -6 2 SECTIONS 18' 6 SECTIONS 21' 13' -9' 1 SECTION 18' 7 SECTIONS 21' 14' 8 SECTIONS 21' - 14' -3' 6 SECTIONS 18 3 SECTIONS 21 14'-6' 5 SECTIONS 18' 4 SECTIONS 21' 14' -9 4 SECTIONS 18 - 5 SECTIONS 21 15' 3 SECTIONS 18' 6 SECTIONS 21' 15 -3 2 SECTIONS 18' 7 SECTIONS 21 15'-6' 1 SECTION 18' 8 SECTIONS 21' 15 -9" 9 SECTIONS 21' - I 5' 8 SECTIONS 18' 4 SECTIONS 21' DOOR WIDTHS 1 OF CENTER STILES 9' -1" TO 11 -10 2 12 -0 TO 13 10 3 14' -0" TO 15 -10 4 15' -11' TO 16' -10" 5 SCHEDULE 'A 7 -1/2" X 14 GA. GALV. STEEL ROLLER HINGE FASTENED W/ (6) # 14 X 1/2" SMS 7-1/2" x 18 GA. GALV. STEEL CENTER HINGE. FASTENED W/ (4) N 14 X 1/2' SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR LOCK 2/ DOOR _ 3/4" W X .15 THICK LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) ij 14 X 5/8" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS TA IPA= 11= WereCid WNW ra 0 0 O O PUSH NUT PUSH NUT L 3 X 6- 7/16" X 12 GA. STEEL FIXTURE FASTENED W/ (3) f 14 X 5/8" SMS OUTSIDE HANDLE CENTER STILE IN 1A .15T X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF' 000R OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE CENTER STILES SEE SCH. OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) 5 14 X 5/8" SMS / i MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORMG OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETsILS ARE NOT PART OF THIS APPROVAL. A A Engr: DR. HLIMAYOUN FAR000 STRUCTURES FLA. Pf iI 15557 C1 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16 -0" HIGH DESIGN PRESSURE RATING = + 42.0 PSF — 44.0 PSF .HIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998, TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING A ;r: ? :: F_ ii4 THE SO!!-11: .'I r•�.' 4 5;Vncic.4 COMP'!A C 0FF'CE A •f C 0 ' a, m rn 0 0 ai V Z C, 01 Z U, 0 W I O ° CV 1..1 1- N 6 4 'v d 0 C4 O cr a *b 4 0 r, ' O W o Z r. O Cr > 03 Q Q I v ftO a N - v X (fi 00 0 N li 1 W o U) v 1 Z U r' Q z - 3- C ) ( 0 a 0 4) Q1 b 47 O - O O t z 0 CC -J W 1 0' vi fV u 9 v ) drawing no. 98 -12 (sheet 1 of 3 16 GA. X 2-1/4" x 2" CALV. STEEL U.BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO (j 14 X 5/8" S.M.S. ANO TO END STILES WITH FOUR # 14 X 5/8" CMS 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO if 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" 0.C. ANO TUBULAR RUBBER WEATHERSTRIPPING 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4 -20 X 5/8" TRUSS HO. SLOTTED M.S. do LOCK NUT OPTIONAL STOP MOULDING 8Y- DOOR INSTALLER - 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 CENTER OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO // 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR // 14 X 5/8" SMS INTERMEDIATE SECTIONS TOP SECTION REINFORCING REINFORCING // 14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X 1/16" VERT. ALUM TUBE (6063 -T6) -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS @ 12" 0.C. 1 -7/8" X 2 - 5/8" X 18 GA. STEEL CENTER STILE. GLUED do RIVETED TO 18 GA. CALV. STEEL CENTER HINGE PANEL ROLLER HINGE 16 GA. X 2 -1/4" X 2" CALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO f 14 X 5/8" S.M.S. AND TO END STILES WITH FOUR # 14 X 5/8" SMS POP RIVETS 3/4" X 2-1/2" X 18 GA. STEEL END STILE 3/8" SLEEVE ANCHORS 1 - 1 /4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" 0.C. 1 THIS DRAWWG IS PROPERTY OF DAB DOORS INC_ COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT Enqr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 END STILE PATENT PENDING ALL RIVETS ARE 3/16" DIAMETER n T- ` Ti_ t t, COi' ?C'` J,Ll 1NG OFFICE ACCEPTANCE ; C; S" 6 o�• ©'� t CV - 1 , CO Z °1 0 , _ Of W Z (/, (D Q W 1 < O 0 N < 0 F I d D a o Q a o u-, v. o w Z wM O Sr JQ 0 v 0 N = N X Ti O Gd W N M 3 v.) - w - c O O 0 W 0 CC C' J Q z W 0 (7 W Cr J z 0 1= 0 N 1 drawing no. 98 -12 000R HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3R0 4TH 5TH 81 82 83 B4 85 86 67 88 6 -0" 18" 13" 18" 18" N/A 1" 11-3/4 23" 34" 45" 56" 67" - 6 -6" 21" 18" 18 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 7 -Q" 21" 21.. 21" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4' 7' -6" 18" 18" 18 18" 18" 1" 11 -3/4" 23 34" •45" 56 67" 78 -1/4" 9 -0" 21" 18" 18 18 21" I" 11 -3/4" 23 34" 45" 56" 67" 78 -1/4" HORIZONTAL REINFORCEMENT 1/2" x1 -3/4" x1/16" ALUM TUBE (6063 -T6) GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X1 -3/4" X1/16" ALUM TUBE (6063 -T6) CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES POP RIVETS 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED 10 BRACKET w/ 5/ X 3/4" HEY HEAD M. SCREWS & NUTS. ` 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (4) /f 14 X 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIC NAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. // 95- 0626.01 14 G.A. GALV. STEEL ROLLER HINGES FASTENED w/ (6) // 14 X 5/8" SUS MIN. 24 GA ROLL FORMED STEEL PANEL DRAwI QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED w/ ;4) // 14 X 5/8" SMS SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 5/16` x 1 -5/8 LAG SCREWS INTO w000 OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" x 13 GA. STEEL PLATES WELDED To 1 -1/2" x 1 -1/2" X 14 GA. ANGLE USE (4) 1 /4 - 20 SS BOLT & NUTS TO JOIN STRAIGHT AND CURVED TRACK SECTIONS THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED 00 NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING 0 w x 0 0 0 CD M TRACK CONFIGURATION CAST .ALUM. P / CABLE DRUM \ 2" x 3 -1/2" X 12 GA. STEEL ANGLES \ 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS do NUTS. nqr: DR. HUUAYDUN FAR000 STRUCTURES FLA. PE !I 16557 HORIZ. TRACK SUPPORT AS RE00. BY DOOR INSTALLER HORN. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. 13 GA. GALV. STEEL TRACK — �� — W000 FRAME BUILDINGS STUD wALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN w/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/8" DIA. SLEEVE ANCHORS 1 -3/4" EMBED AND A SPACING OF 12" O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS CO'' ?L;.;NCE )F ;" I ACrE ?if.n`C: .... CI `-- 05-0 01 : z (Z.1 0 U 0 0 O a s N s z M Z j M Q Q co 11 0 c J Ce J W N W W Z Z = N 2 0 0 0 w U CC a _ z W 0 (N W -J z 0 L) N (n c 0 . (n . ao cn 0 0 0 O z (1) 0 0 0 co 0 4 O w a 1- 00 rn z rn 0 s CO 0 ao rn W 0 CC 0 ccl c 0 0 rn "O O 'O O ( drowing no. 98 -12 (sheet 3 of 3