Loading...
GARAGE DOOR PERMITPE PLICATION FOR MIAMI SHORES VILLAGE Date - . - ©/ Job Adams 5-c,,? 5 ,V E 9,1--5 r e/I Tax Folio 1 / 3 D 6 - 4 /6: 1 Legal Description 7.; - -. , .si a_-e 6 A, 0 G.5 4 .6/--A. i }Estornl:aily Designated: Yes No ' Oi/Y57/- 11 74 078,2 I T e n n tCL, , c o e i ; M 1 / 9 , 7 , w v L .4 A /r) 4. Master Permit # Ili g g li f Dwltier`s Address _,.t7,7 5 N LC % ; 7 I1 r ✓ , >L/ 9 *,e Contracting Co. 6/Drta0 Qualifier N4- 1./ State # Architoa/Engine r Bonding Company Lek• 2) Signature ofo Notaty as to My 14. OF 0 1 -8003NOTARY /)oeNZ eo Municipal# 0-•yg`15C / Mortgagor pa%ca rG, - WO ,;7 r c e _ Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION £e plate . C1-rie y 642-72 I b x 7 Square Ft / / Estimated Cost (value) WARNING TO OWN DI: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE F01 IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) ion is hereby m1 de to obtain a permit to do Acork and installation as indicated above, and on the attached addendum (if applicable). I certify that all work performed to met t the standards of all laws regulating construction in this jurisdiction. I understand that Separate permits are required for ELECTRICAL ING, SIGNS, I OOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT I certify that all the foregoing information is accurate and that all work will one in compliance with all applicable laws regulating construction and zoning . Furthermore, I authorize the above -named contractor to do the work sta ‘ an Mar Condo President Date am /or Cando President s. JENNIFER JOHNSON MY COMMISSION # CC 903127 EXPIRES: Jan 18, 2004 Fla Not.:ry Service & Bonding Co. FEES: PERMIT 6a RADON 27Z / C.C.F. Address Phone Address( it` . i' /- SS# - ; Phone( '3C))' if 1. a complvency# 9r6.(,i'I'f)/ '( lns. Co. Address Signature of Contractor or Owner - Builder _SA-/ Notary as to My Commission Exp tor or Owner Builder " P11 % JENNIFER JOHNSON ,A a' MY COMMISSION # CC 903127 '4-,J q EXPIRES: Jan 18, 2004 1- 800 -3- lOTARY Pa. Notary Service S Bondng Co. Date Date APPROVED: Zoning Building Mechanical Plumbing Structural Engineer METRO -DA MEi ROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 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 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE , Expires:10 /01/01 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. Approved: 10 /01/98 -1- Internet mail address: postmaster ©buildingcodeonline.com ..s PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 ti p- s anger. ' r. 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 a 1 Milt 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 components shall be installed in strict compliance with the approved ' drawings 4.2 The installation of this door does not require Hurricane Protection Systems. 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County 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 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS OCT 0 1 iSsa C e n 751 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. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font. PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE DOOR HEIGHT CONSISTS OF 5' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6' -9 1 SECTION 18" 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 5 SECTIONS 2t" - 9' 6 SECTIONS 18' - 9' -3" 5 SECTIONS 18' 1 SECTION 21' 9' -6" 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 it' 5 SECTIONS 18' 2 SECTIONS 21" 11' -3" 4 SECTIONS 18' 3 SECTIONS 21" 11' -6' 3 SECTIONS 18' 4 SECTIONS 21" 1 1' -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" l 3' -9" 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21' - 14' -3 6 SECTIONS 18' 3 SECTIONS 21" 1 -6" 5 SECTIONS 18' 4 SECTIONS 21 14 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' - 16' 6 SECTIONS 18' 4 SECTIONS 21' DOOR WIDTHS # OF CENTER STILES 9' - 1" TO 11' - lO - 2 12' -0" TO 13' -10" 3 14 - 0" TO 15' -10 4 15 - 11" 10 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) !/ 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) # 14 X 5/8" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS PUSH NUT 3" X 6- 7/16" X 12 GA. STEEL FIXTURE FASTENED W/ (3) ij 14 X 5/8 SMS OUTSIDE HANDLE CENTER STILE I W Y CENTER STILES SEE SCH. 1rl 4 • OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE W/ (4) O 14 X 5/8" SMS .151 X 3/4" W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCK SHOWN ABOVE 2 . MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - USING CORRESPONDING LOADS. • ANCHOR3 SHALL BE 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. ANCHORING OR LOADING CONDITIONS OTHER 1HAN THOSE SHOWN IN THESE DETlILS ARE NOT PART OF THIS APPROVAL. 1. Enqr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 11 16557 A 8 cl CO (0 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 42.0 PSF — 44.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING {,? C,,_ ..' I y..., "'r; THE j _O OWViSI N JIL .G !,_IDE CC0MMPPL!ANC OFFICE ACCEPTM.;Ci ( ISM( ) z z v, w 0 Ct 0 O 0 w C_D C.� J 1- z W 0 w J Q 0 1- U w In • ao 0 0 a ( ( z 1n O O O 07 Q O (0 O lit 1h J I- Ifl z 00 W 01 O EC z u) < s w CJ Q N co 0 0. v v v a, 0 v 0 S 0' m Iri (L ri ¢ , t a 2 0 drawing no. 98 -12 sheet 1 of 3 16 GA. x 2 -1/4" x 2' GALV. STEEL U.BAR REINFORCING TRUSS ® TOP OF PANEL TRUSS FASTENED TO INTERMEDIATE VERTICAL STILES W/ TWO # 14 X 5/8" S.M.S. AND TO ENO STILES WITH FOUR # 14 X 5/8" SMS 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS BOTTOM 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 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH - ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. © 48' 0.C. AND TUBULAR RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING - BY• DOOR INSTALLER 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING _ # 14 X 5/8" SMS 6 PER HINGE INTERMEDIATE SECTIONS REINFORCING 16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 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 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. CLUED & RIVETED TO 18 GA. GALV. STEEL CENTER HINGE SECTION B - TOP SECTION REINFORCING % 14 X 5/8" S.M.S. 4/ HINGE ROLLER HINGE 16 GA. X 2 - 1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 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 POP RIVETS 3/8" SLEEVE ANCHORS 1 -1 /4" MIN. EMBED INTO MASONRY 1 PER BRACKET 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1 1/2" PUNCHED HOLES ©4 "0.C. Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 END STILE THIS DRAWING IS PROPERTY OF DAB DOORS INC_ COPYRIGHT 1998. TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. PATENT PENDING ALL RIVETS ARE 3/16" DIAMETER SCL ' `L 7, . i !i..''1`G CX EE i'i<UJUCT CONIP.T % `+ S I INC CODE Cu14 ?L., NC OFFICE a.CCEPT! NCE t•:i c $ - (95 • ©'1 000R HEIGHT ° SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2N0 3R0 4TH 5TH 81 82 83 84 85 86 87 88 6' -0" 18" 13" 18" 18" N/A 1" 1 1 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18 21" N/A 1" 1 1 -3/4" 23" 34" 45" 56" 67" - 7 -0" 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" I" 11-3/4 23" 34" 45" 56" 67" 78 -1/4" 8 21" 1 g" 18" 18" 21" 1" 11-3/4" 2 3" 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 -76) 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 TO BRACKET / w/ 5/ - X 3/4" HEX HEAD M. SCREWS & NUTS. I IIIIII 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (4) # 14 x 5/8" S.M.S. 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTICNAL 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) f 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAwING OUALITY 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" O.C. 5/16" X 1 -5/8" LAG SCREWS INTO WOOD 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 DO NOT REPRODUCE WITHOUT WRRTEN CONSENT. w S z z w PATENT PENDING m CAST ALUM. CABLE DRUM m1 TRACK CONFIGURATION HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER \ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 IN. 14 GA. GALV. STEEL TRACK WOOD 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 W000 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" O.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 2" x 3 -1/2" X 12 GA. STEEL ANGLES 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. Engr: DR. HUNAYOUN FAR000 STRUCTURES FLA. P E [I 16557 ���. .'.�. _.. i:: C3! � \ / T'r Tu Iii.;1 G CC:_ CO;'',PLI,:,NC � r= 0 tC• ACCE ?Tf! -C: i�� . CV-17_0610 b p1. O O w 4 4 O rn c 0 ' G7 U Z tr O O 0 0 z x is .0 CD 4 0 N m rn w 0 4 4 0 cc c 0 0 a 0 0 C 0 ) drawing no. 98 -12 sheet 3 of 3