Loading...
WS-11-323Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 161758 Scheduled Inspection Date: July 11, 2011 Inspector: Bruhn, Norman Owner: WYSONG, BRENDA Permit Number: WS -2 -11 -323 Job Address: 345 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060135370 Building Department Comments REPLACE GARAGE DOOR 8 X 8 Passedyg.,7/1;2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 08, 2011 For Inspections please call: (305)762 -4949 Page 27 of 32 Miami Shores Village Building Department' g V, zia 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB , 5 20 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 By. „„„,„ oem BUILDING Permit No.WS (1 'S PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): g CO d' jQ- ° r -fi (r4 '4 ks 6f2 Phone # :(5 as 7 S7- 34,17 Address: _1 q 5 N / o © S-1 /.�1 City: F-I : Grp s Shd)' -e. S State: / Tenant/Lessee Name: %11 / A Zip: 3 3 / 3 Phone #: Email: b r En 610 Q /d 2.l / S U u- -A 4 �� JOB ADDRESS: 3 L- NE ion S 7 /-c 4- City: Miami Shores County: Miami Dade Zip: 3 3 / 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: p Yl ,P [ U yl t✓' Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 2 5-0 Square/Linear Footage of Work: Type of Work: Address ` ❑Alteration New %Repair/Replace Description of Work: (41 li (_c _ (SI r-ra (Q cs 0 ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** Submittal Fee ° Fa17 Permit Fee $ /(� a� CCF $ ,� CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /1/ /� 1 / r Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of (1: , 201j___, b A., Opal U\42,., day of , 20 , by who is personally known to me or who has produced ° -i 1 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P UBLIC: o‘k►ni ' il NOTARY PUBLIC: No �/ • ` � F-,®/ ep s -_ Sign: m' • ®33•� ��yiCD — Print: ®% 1; :moo `'' :`� .z: My Commission Expires: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 9D •etrc\Ci �. S d DATE: . I\ 1 _ t ADDRESS: �y S lam � crc� �� t - e,>`,\ �`� k am � S o�� � L '3 `� � Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial f"5 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial /6 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. ,%?: Initial, 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial / i - 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial_,'� — 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : //www.mvfioridalicense.com /dbor /pro /cilbrindex.html Initif7j 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 34S tai. lacy ` , 4't S Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial�� Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of `-6 , 20 By )` 1 —who was personally known to me or who has Produced there License or OWNER as identification. koolti s. iru,,,,,,/i • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION j MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) South Florida Rolling Door, Inc. 8900 NW 119th Street Hialeah Gardens, FL 33018 Scope. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida building Code including the High Velocity Hurricane Zone. DESCRIPTION: 16' wide Roll-Up Door. APPROVAL DOCUMENT: Drawing No. 07 -162, dated 06/14/07 with last revision an 09/25/08, titled "16' -0" Max 0.031 "Slat Roll -Up Door ", sheets 1 through 3 of 3, prepared by Tilteco, Inc. signed and sealed by W. A. Tillit, PE, bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0626.01 and, consists of this page, evidence page E1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. NOA No. 08- 0820.08 Expiration Date: 10/16/ 13 Approval Date:11/06/08 Page 1 South Florida Rolling Door, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS: Drawing No. 07 -162, dated 06/14/07 with last revision on 09/25/08, titled "16' -0" Max 0.031 "Slat Roll -Up Door", sheets 1 through 3 of 3, prepared by Tilteco, Inc. signed and sealed By Walter Tillit, P.E. B TESTS: 1. Test report on Uniform Static Air Pressure per PA 202,Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Test per PA 203 of "22 GA. ROLL - UP DOORS ", prepared by Hurricane Test Laboratory, Inc., report No. 0204 - 0520 -01, dated 05/31- 06/14/01, signed and sealed by V. J. Abraham, PE. C CALCULATIONS: 1. Calculations prepared by Tillit Testing & Engineering Company, sheets 1 to 26 for "16' Roll -Up Door ", signed and sealed by W. A. Tillit, PE. on 06/25/01. 2. Calculations prepared by Tilteco Inc. sheets 1 through 6 of 16'0" Max 0.031" Slat Roll - Up Door, signed and sealed by W. A. Tillit PE on 09/30/05. D QUALITY ASSURANCE: 1. Miami -Dade County. Building Code Compliance Office. E STATEMENTS: 1. No Financial interest letter issued by Tilteco, Inc., on 09/25/08, signed and sealed by W. A. Tillit Jr. PE. 2. Code Compliance letter issued by Tilteco, Inc., on 09/25/08, signed and sealed by W. A. Tillit, Jr. PE. 3. Letter from Walter Tillit, P.E. stating that he is the Engineer of Record for this product and he continues to be in the business F. MATERIAL CERTIFICATIONS: 1. Test Report on Tensile Test per ASTM E -8, of 1 sample Job # 0204- 0520- 01(Specimen # 1), prepared by Q. C. Metallurgical, dated 07/06/01, signed and sealed by R. Kelly. 2. Report of Test and Analysis prepared by Bethlehem Steel Corporation, dated 06/28/2000 and signed by C. R. Richard. 3. Product Control Notice of Acceptance issued to Dylast Products, LLC. on 02/28/08, expiring on 01/11/12. G. OTHERS: 1. NOA# 07- 0626.01 E -1 Mohammed Iqbal Shaikh, P.E. Senior Building Code Compliance Specialist NOA No. 08- 0820.08 Expiration Date: 10/16/13 Approval Date:11/06 /08 0.765° HOOD - 24 G4 1/4° 0Nx .3/4 O O 0 0 (0.031° THY.. W/ GALVANIZING) O TYP. SYA Q ORO O 0 C 0 0 GUIDE--/ RAIL (TYP.) O 0 BOTTOM BAR 16' -0° WIDE DOOR (Max.) TYPICAL DOOR ELEVATION N.T.S. DOTING STEEL STRUCTURE / REQUIRED (1),p.) W/ 1/4° Min. WALL THICKNESS. 12 ac 57MT NMI' 2UO Ar Y FROM .3/18' (/r L 3° x 3" x 1/4" Cont. ASSEMBLY BOLT 1/2"0 x 1 3/4" (16° 0.0 W/ WASHER AT BOTH SIDES START FIRST BOLT AT 2° FROM BOTTOM L 2 1/2" x 2 1/2° x 1/4" Cont. L 4" x 3° x 1/4° Cont. WINDLOCKS W-1, S -2 (SEE DETAIL 1/2) A 24 GA GALVANIZED CLOSURE 0.031° THY.. W/ GALVANIZING) © INSULATED FLAT SLAT SECTION A -A sGALI 1/2%1" N.T.S. EXISTING CON REQUIRED ED Po) HILT! HSL -R NIB W/ 4 1/8" Mtn. EMBEDMENT DEPTH SCHEDULE ON SHEET 3 OF 3 FOR ANCHOR SPACING). START FIRST ANCHOR AT 2° FROM BOTTOM 6 1/4" Min. EDGE DISTANCE 1/2" x 1" CONT. SOLID STEEL W /3/16 °x T "LG " / ®1 0. C. EACH SIDE START FIRST WED L;�I�r'i� 2 FROM BOTTOM. AT 11� ODOR® WIND BAR -II WELD 1 +��I_ OR § i ■` SLAT SEE SHEET 3 OF .3 FOR ENGAGEMENT REQUIREMENTS SEE SHEET 3 OF 3 FOR Max. SLIP 1YP. EACH SIDE FOR A GIVEN SIZE DOOR SECTIONS C -C SCALE 1/4° =1" SEE SHEET .1 OF 3 IV ENGAGEMENT REQUIREMENTS SEE SHEET 3 OF 3 FOR Max. SLIP 7YP. EACH SIDE FOR A GIVEN SIZE DOOR SECTIONS B -B SCALE 1/4%4° L3 °x3 °x 1/4° Cont. BLY BOLT 1/211 x I 3/4" (16° 0.0) W/ WASHER AT BOTH SIDES. START FIRST BOLT AT 2° FROM BOTTOM L 2 1/2" x 2 7/2" x 7/4' Cont. L 4" x r x 1/4" Cont. WINDLOCKS W -1, W -2 AT EVERY SLAT (SEE DETAIL 1/2) GENERAL NOTES: 1- ROLL -UP DOOR SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH 711E 2004 EDITION OF THE FLORIDA BUILDING CODE WITH THE 2005 AND 2006 SUPPLEMENTS. DESIGN WIND LOADS SHALL BE DE7tRMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. ROLL -UP DOORS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MEN770NED.CODE AS PER NIL REPORT # 0204 - 0520 -01, PER TAS -201, TAS -202 & TAS -203 PROTOCOLS. (DESIGN PRESSURE RATING: +60.0, -60.0 PSFI 2- SLAT TO BE A.S.T.M. A -653 OR 50 STRUCTURAL QUALITY STEEL WITH A MINIMUM Fye50.0 KS! AND G -90 GALVANIZING PER AS.T.M. A -653, OR A.LS.L 304 SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF Fy =50.0 KS!. 3- ALL SILLL ANGLES AND CHANNELS 70 BE AS TM A -36 DESIGNATION, SHOP PRIMED AGAINST CORROSION PRIOR TO INSTALLATION. 4- ALL ASSEMBLY BOLTS TO BE SAE. GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL. 5- SIttL WINDBARS TO BE A.S.T.M. A -36 DESIGNATION, SHOP PRIMED PRIOR TO INSTALLATION. 6- WINDLOCKS TO BE CAST IRON AS PER A.S.T.M. A47 GRADE 32510 WITH A MINIMUM TENSILE STRENGTH OF 50000 PSI., AND A MINIMUM YIELD STRENGTH OF 32500 PSI. 7- HOOD TO BE 24 GA. A.S.T.M. A -653 DESIGNATION 0 -90 FINISH TYPE COATING 8- ALL RNtIS TO BE A.L.S.I. 1006 STEEL, CADMIUM PLATED, STAINLESS STEEL OR ZINC PLATED, WITH Fy=37,000 psi. 9- CONCRETE ANCHORS TO BE AS MANUFACTURED BY HIL77, INC AND SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 10- ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY'S AWS D1.1 REGULATIONS. USE A.W.S A5.1 OR A5.5 E60XX ELECTRODES WITH MIN. 3/16" FILLET SIZE. 11- INSULATION MATERIAL SHALL BE EPS- EXPANDED POLYSTYRENE INSULATION, MANUFACTURED BY DYPLAST PRODUCTS LLC., NOTICE OF' ACCEPTANCE # 07- 1107.08. 12- THIS DOOR MAY BE INSTALLED WITH SLATS CONCAVE SIDE FACING OUTSIDE OR INSIDE OF BUILDING. 13- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES AT BOTH JAMBS. SEE SHEET 3 OF 3, TABLE 1 FOR Vx & Vy VALUES. 14- ROLL -UP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT rts1ING AGENCY. 15- (A) THIS PA.D. PREPARED BY THIS ENGINEER 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT"; LE WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS PAD. WILL BE CONSIDERED INVALID IF MODIFIED. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. (5) THIS PAD. SHALL. COMPLY $3771 SECTION 2: 61015 OF THE FLORIDA ADMINISTRATIVE CODE AtCIp gym` ;rt1�. � & D y4&F7o r o .08 F.B.C. (High Velocity Hurricane Zone) 16' -0° Max. 0.031" SLAT ROLL -UP DOOR / 1t. E C O NC. \SOUTH FLORIDA ROLLING DOOR, INC. �: 6000 N.W. 119th STREET ISUT TESTING & ENGINEERING COMPANY HIALEAH GIRDERS' FLORIDA 33018 ame xw. e�, seer .ct W r� 6g PRONG (.0) 382-9477 . FAX (306) 362 -9417 �... — .._... per,?+ (3A,_ r1- SEP 2 5 2808 ....:WALTER E 8A - 00I06r 7 19 P. & I «D 05-3G4 'VWm FLORIDA 114 1.44187 a MAW. WI WI 11 mAaRa LA /P.P. 0578W 6Y' 08/14/07 DATE 07 -162 D2AWLY8 No SHEET 1 OF 3 i '780 + 1.933 -r .500'I .500' _= 750 } . .750' Lv 2250° .880 °'li ry . NI .510° p .570» .230 ° riff TYPICAL WINDLOC7C W-1 DETAIL SCALE : 3/8` = 1° .933 -r L� 0 17/64' HOLES _500" 2 PLACES FOR 1/4° 0 RNETS .750° .570° 1 1/2 x 1/2" x 7/8° Cont. STEEL CHANNEL EA. SIDE .282110_13. 21 (W/ BOTTOM LEG CUT OFF) 7 /4'I x 3/4" THRU BOLT ® 16° D. C. 0 BOTTOM BAR DETAIL SCALE : 3/8° = 1° 750 2° x 2° x 1/8° x 1.500° STEEL ANGLE EA. SIDE TYPICAL WINDLOCKS V — 2 DETAIL SCALE : 3/8" = 1 ° GUIDE RAIL- ? W - 2 W - 1 w■ �e�Ill Me! , aj 1 imm (ELEVATION) DETAIL I SCALE : 3/16° = 1° (W/ BOTTOM LEG CUT OFF) 1®OR© (2) Vet, x 2° BOLTS B3 "0. C. 2` x 2" x 1/8° x 1' -0- STEEL ANGLE EA. END FOR SIDE LOCK BOLT INSTALLATION W/ (2) 1/4 0 x 2° BOLTS B 3" O.C. SECTION X2 (W/ BOTTOM LEG CUT OFF) BOTTOM ANGLE DETAIL SCALE : 3/8" = 1° 1 1/2 x 1/2° x 1/8° Cont. STEEL CHANNEL EA. SIDE X1 STEEL CHANNEL STOPS HERE. SEP 252008 ELEVATION BOTTOM BAR () W/ BRACKET SCALE : 3/5" = 1" 1/4 0 x 3/4" THRU BOLT B 16° 0. C. PROs 1J( f Btril "g Florida d eD Ocg-D. 70 •Og nelinati By _ Min nu •,. P Division lodes a1 F.B.C. (High Velocity Hurricane Zone) 16' -O" Max. 0.031" SLAT ROLL -UP DOOR / IL E C O iNS. \ SO H FLORIDA ROLLING DOOR, INC. 8900 NLW: 11918 MEET TILL? 7E571107 @ ENO/REE7R1N0 COMPANY HALM 84ADENS, F9 4 38018 ssss R.i .16&. 9R 80. !AS Ara wA>mtq n pat PHONE (388) .lea -9417. FAR 8997(388)382-9417 } Awe!' i= �l�/ER-000974 sot * I =WPM/ YS AR w I mama INS FLORIDA / i 94187E i m ca-Jim NNW : 1 MEET 2 CF 3 LA DRAW RD 08/14/07 048E 07 -162 DRAMS No Vx & Vy REACTIONS & ANCHOR SCHEDULE MAXIMUM DESIGN N (PSF) DOOR (H) (In) (L6 /Ft) (Lb /fl) ANCHOR SPACING * REQUIRED ENGAGEMENT (1n) f c FOR 3000 psi CONCRETE t c FOR Min. 4000 psi CONCRETE 10' -0° 1/8' 1229 250 12' O.C. 12. 0.0. 2 1/16" 12' -0" 1/4" 1379 300 10 1/2° O.C. 12" O.C. 2 3/16" #50.0, —50.0 14' -0" 7/16" 1467 350 9 1/2" O.C. 11" O.C. 2 3/8" 16' -0° 11/16' 1537 400 9° O.C. 10 1/2" O.C. 2 5/8" 10'-0' 1/8" 1677 300 9° O.C. 10 1/2° 0.C. 2 1/16° 12' -0° 1/4° 1795 360 8 1/2" 0.C. 9 1/2" O.0 2 3/16° #60.0, 60.0 14' -O" 7/16" 1884 420 7 1/2° 0.0. 9' O.0 2 3/6" 16' -0' 11/16° 1923 480 7' O.C. 8 1/2" O.C. 2 5/8' * HILT! HSL -R M16 W/ 4 1/8" MINIMUM EMBEDMENT DEPTH Be 6 1/4" Min. EDGE DISTANCE. SEP 2 5 2088 EXISTING STRUCTURE Vx Vy LOAD DIAGRAM EXISTING STRUCTURE -- Vx Vy LOAD DIAGRAM s'tit�n:lC':i :':� }^tsrsay I13 CJ= ulti":! v� vr' 'U . ar. ei a Llad.^ProJ+ct CISOkDI I:irttne� F.B.C. (High Velocity Hurricane Zone) IL ECOINc.` VA__JIWts 3014 NOM MN" MSS "77 EN- 0008719 FLO,RDAA VA 44167E 16=0' Max 0.031' SLAT ROLL -UP DOOR IA DRAM 1715 SOUTH FLORIDA ROLLING DOOR, INC. 8900 MM 119th 311827 HIALEAH 049065. FLORIDA 33078 PHONE (308) 382 -9477. TAX (114) 382 -9417 06/74/07 641E 8 1.7-1 T1 07 -162 DRAWN No 191617 3 07 3 WORST CASE DESIGN PRESSURE CHARTS FOR RETROFIT GARAGE DOOR GENERAL NOTES 1. THESE CHARTS ARE NOT VALID AS A SITE SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEAM) BY FRANK L BENNARDO, P.E. 2. TH IS SPECIFICATION IS INTENDED TO ILWSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESONDING RErONCING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDt.NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBIiTrED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION. AND APPLICA4ILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY U (GENERAL RESIDENTIAL & COMMERCIAL COIST RUCTION). THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLE NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDNG DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR OPENING IS ASSUMED TO BE:NTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7-05. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. TABLE 1: MEAN ROOF HEIGHTS 15' -0" TO 19' -0" OPENING SIZE )[ MEAN ROOF HEIGHT 16-0° 16'-0° 17.41' 18'-0" 19'-0° 8' x 6' +49.1. -62.0 PSF + 49.8, -62.9 PSF + 50.4, 43.7 PSF + 51.0, -64.5 PSF + 51.6, -652 PSF 8'xT - - -•'.' .-...-. +492,41.8 PSF + 49.8, -62.6 PSF +504,- 63.3P5F +51A,.64.1PSF +48.1, -60.0 P +483, -60.8 PSF +49.3.41.6 PSF +49.9, -62.3 PSF + 50.5, -63.1 PSF 8' x 1 +47.9, -592 PSF + 48.5, -80A PSF +49.1, -60.7 PSF +49.7, -81A PSF 8' x 1Z +46.6, -57.1 PSF +47.3, -57.9 PSF +47.9, -58.6 PSF +48.4, -59.4 PSF + 49.0, -60.0 PSF 8 x 46' +45.6, -55.1 PSF +48.2, -55.8 PSF + 48.8. -56.5 PSF +47.4, -57.2 PSF +47.9, •57.9 PSF 9' x 8' +48.7, -61.2 PSF + 49.3, -62.0 PSF + 50.0, -62.8 PSF + 50.6, -83.6 PSF + 51.2, -64.3 PSF 9' x T + 48.1, -60.1 PSF + 48.8, -60.9 PSF +49.4, -61.7 PSF + 50.0, -62.5 PSF + 50.6, -63.2 PSF 9'x8' +47.6, -592 PSF +48.3, -60.0 PSF + 48.9, -60.7 PSF +49.5, -61.5 PSF + 50.1, -622 PSF 9' x 10' +46.9, -$7.6 PSF + 47.5, -58.4 PSF +48.1, -59.1 PSF +48.7, -59.8 PSF + 492, -60.5 PSF 9' x 12' +46.2, -58.3 PSF + 46.8, -57.1 PSF + 47.4, -57.8 PSF + 48.0, -58.5 PSF + 48.8, -592 PSF 9' x 16' +452, -542 PSF +45.8, 55.0 PSF + 46.4, -55.7 PSF +47.0, 584 PSF +47.5. -57.0 PSF 10' x 6' +48.3, -802 PSF +49.0. -61.3 PSF +49.6, -621 PSF + 50.2 -62.8 PSF + 50.8, -63.5 PSF 10' x T +47.7, -59.4 PSF +48.4, -602 PSF +49.0. 40.9 PSF + 49.6, -61.7 PSF + 50.2, -524 PSF 10' x 8' +47.3, -58.4 PSF +47.9, 592 PSF +48.5, -60.0 PSF + 49.t -60.7 PSF + 49.7, -81.4 PSF 10' x 10' +46.5, -58.8 PSF +47.1, -57.6 PSF + 472, -58.3 PSF +48.3, -59.1 PSF +48.9. -59.7 PSF 1• x 12' +45.8, -55.5 PSF +46.5, -55.3 PSF +47.1, -57.0 PSF +47.6, -57.7 PSF +48.2, -58.4 PSF 10' x 16' +44.8, -53.5 PSF +45.4, -542 PSF + 46.0, -54.9 PSF +46.6, -55.6 PSF +47.1, -56.2 PSF 12' x 6• +47.6, -592 PSF +48.3, -60.0 PSF +48.9, -60.7 PSF +49.5, -61.5 PSF + 50.1, -62.2 PSF 12' x T +47.1, -58.1 PSF + 477, -58.9 PSF + 484, -59.6 PSF +48.9, -60.3 PSF +49.5, -61.0 PSF 17 x 8' +46.6, -57.1 PSF +47.3, -57.9 PSF + 47.9, 48.8 PSF + 48.4, -59.4 PSF + 49.0, -60.0 PSF 12' x 10' 0+45.8, -55.5 PSF +46.5, -56.3 PSF +47.1, -57.0 PSF +47.6, -57.7 PSF + 482, -58.4 PSF 12' x'112+ +:452, -54.2 PSF +45.8, -55.0 PSF + 46.4. -55.7 PSF +47.0, -56.4 PSF +47.5, -57.0 PSF 12' x 16' +442,. -52.2 PSF + 44.8, -52.9 PSF +45.3, -53.6 PSF +45.9, -54.2 PSF +46.4, -54.9 PSF 14' »8' v +47.1, -58.1 PSF +47.7, -58.9 PSF ;. +48.4, 59.8 PSF +48.9, -60.3 PSF +49.5, -61.0 PSF 14 T + 46.6, -57.0 PSF:- +47.2, -57.8 PSF +47.8x -58.5 PSF +48.4, -592 PSF + 48.9, -59.9 PSF 14' x;13Yv .„ +46.1, -56.0 PSF: +46.7, -56.8 PSF +47.3, -57.5 PSF +47.9, -582 PSF +48.4, -58.9 PSF 14 Ile o4'15.3, 54.4 PSF +45.9, -55,2 PSF +46.5, -55.9 PSF +47.1, -56.6 PSF +47.6, -572 PSF 14' x ,1a -"'' 1• d4.6, -53.1 PSF _ +452;-53„9 PSF + 45.8, -54.6 PSF + 46.4, -552 PSF + 46.9, -55.9 PSF 14' x 18` °" *43.6, -51.1 PSF ' +44.2, -51.8 PSF = + 44;gy -52.5 PSF +45.3, -53.1 PSF + 45.8, -53.7 PSF 15'x431- - - +'86:9, -57.8 PSF +47.5;:88.4 PSF +48.1. -59.1 PSF + 48.7 -59.8 PSF + 49.2, -60.5 PSF 15'x;7"..-1 ,--046.3, -56.5 PSF +48.9, -57.3 PSF + 47.5, -58.0 PSF +48.1, -58.7 PSF +48.7, -59.4 PSF 15' x 3' I - 4.45.8, -55.5 PSF +46:5, -56.3 PSF +47.1, -57.0 PSF + 47.6, -57.7 PSF + 48.2, -58.4 PSF 15' xf0'. - +45.0, -53.9 PSF +45.7, -54.7 PSF + 462, -55.4 PSF +46.8, -58.1 PSF +47.3, -56.7 PSF 15' x 12'" +44.4, -52.7 PSF +45.0, 53.4 PSF + 45.6, 54.1 PSF +46.1, -54.7 PSF + 46.7, -55.3 PSF 15' x 16' +43.4. -50.8 PSF _ +44.0, -51.3 PSF + 44.5, -52.0 PSF + 45.1, -52.6 PSF + 45.6, -53.2 PSF 16'x8' + . - +47.3,. -57.9 PSF. +47.9,58.6PSF +48.4, -59.4 PSF +49.0, -60.0 PSF 18' x 7 + 1 ! - - +48.7, -56.8 PSF +47.3. -57.5 PSF +47.9, -582 PSF +48.4, -58.9 PSF 16' x 8' + ° •. •, • +46.2, -55.8 PSF +46.8, -56.5 PSF + 47.4, -57.2 PSF + 47.9, -57.9 PSF 18' x 10' +44.8, -53.5 PSF +45.4, -54.2 PSF +46.0, -54.9 PSF +48.6, -55.6 PSF +47.1, 582 PSF 16' x 12' +44.2, -52.2 PSF +44.8, -52.9 PSF +45.3, -53.6 PSF +45.9, -54.2 PSF + 46.4, -54.9 PSF 16' x 16' +43.1, -50.1 PSF +43.7, 50.8 PSF +44.3, 51.5 PSF +44.8, -52.1 PSF + 45.3, -52.7 PSF WIND VELCXI Y =146 MPH EXPOSURE 'C' DESIGN NOTES 007 FLORIDA BUILDING CODE, ASCE 7-05 I =10, 144=1.00 _Kzt =1.0,_ Kz=17101 F f, , AFC= 0.00256 *K ' KZt*1. P. qh (( eP)'(G )), GCpj- ;0:18 EXTERIOR (CORNER) ZONE 5 DC DEPT t0 tN1 3� ;AE r;,) U z Qg -L7 2'm w a M a O w 42-3k H 4 TABLE 2: MEAN ROOF HEIGHTS 2011=0-'.1170-22574r:''''',_-__ OPENING SIZE 8'x• 8X1' 8'x10° 8' x i2' 8'xi6' 9'x8 9'x7' 9'x8' 9' x10.* 9'x12' 9'x18' 10'x6' 10x7' 10'x8' 0'x:10`. 10'x'12' 10' x:15' 12'x:6' 12'x7. 12'x8' 17x10' 12' x12' 12'x_18' 14' 'eV 14' x7' 14'x:8 14'x10' 14'x12' 14' x16* 15' x6' 15' x7• 15'x8' 15' x 1O' 15' x12' 95'x15' 16'x• 16'x'7' 16'x8' 16' x 10' 16' x 12' 18'x16' 20'-0 +52.2, -65.9 PSF ± 51.6, -64.8 PSF 21' " + 52.7, 416.6 PSF +52.1. -65.4 PSF MEAN ROOF HEIGHT 22'-0" + 532, -67.3 PSF + 52.6, -66.1 PSF 23'-0° + 53.7, -67.9 PSF +53.1, -66.7 PSF 24-0" + 54.2, 48.5 PSF + 53.6, 47.3 PSF + 51.1, -63.7 PSF + 50:2; -62.1 PSF +49.5, -602 PSF +48.5, -58.5 PSF +51.7, -65.0 PSF + 51.1, -63.9 PSF + 50.6, •82.9 PSF + 49.8. -612 PSF +49.1, 49.8 PSF +48.0, 47.6 PSF + 51.3, -642 PSF a 50.7, -63.1 PSF + 50.2, -62.1 PSF +:494, -60.4 PSF +48.7, -59.0 PSF +47.6, 56.8 PSF +50.6. -62.9 PSF +50.0, 41.7 PSF +49.5, -603 PSF +48.7, -59.0 PSF +48.0, -57.6 PSF +48.9, -55.5 PSF +50.0. -61.7 PSF +49.5, -60.5 PSF +49.0, -59.5 PSF +48.1, -57.8 PSF +474, -56.5 PSF + 51.6, -64.4 PSF +50.7, -62.7 PSF +50.0, -61.3 PSF + 49.0, -59.1 PSF +52.2, -85.7 PSF +51.7, -64.5 PSF +51.1, -63.5 PSF +50.3, -61.8 PSF +49.6, -60.4 PSF + 48.5, -58.2 PSF + 51.8, -64.9 PSF +51.3, -63.7 PSF + 50.7, -623 PSF +49.9, -61.0 PSF + 492, -59.6 PSF +48.1, -57.4 PSF + 51.1, -63.5 PSF +50.6, -62.3 P5F +50.0,- 61.3P5F +492, -59.6 PSF +48.5, -582 PSF +474, -56.0 PSF +50.6, -62.3 PSF +50.0,412PSF + 49.5, -60.1 PSF +48.6, -58.4 PSF +47.9, -57.0 PSF + 52.1, -65.0 PSF +512,- 63.3P5F + 50.5, -61.9 PSF + 49.4, -59.7 PSF + 52.8, -66.3 PSF + 522, -65.2 PSF + 51.6, -84.1 PSF + 50.8, -82.4 PSF +50.1, -61.0 PSF + 49.0, -58.8 PSF + 52.4, 45.5 PSF + 51.8, -64.3 PSF +512,- 63.3PSF + 504, -61.6 PSF + 49.7, -602 PSF +48.6,58.0PSF + 51.6, -64.1 PSF +51.1, -62.9 PSF +50.5,.61.9PSF + 493, -602 PSF + 49.0, -58.8 PSF +47.9,566PSF + 51.1, -62.9 PSF +50.5, -61.8 PSF +49.9, -60.7 PSF + 49.1, -59.0 PSF + 48.4, -57.6 PSF +52.6,- 65.6P5F + 51.7, -63.9 PSF + 51.0, -62.5 PSF +49.9, -60.3 PSF + 53.3, -67.0 PSF + 52.7, -65.8 PSF +52.1, -64.7 PSF +51.3, -63.0 PSF + 50.6, -61.6 PSF +49.4, -59.3 PSF + 52.8, -662 PSF +52.2, -65.0 PSF +51.7, -63.9 PSF + 50.9, -62.2 PSF +50.1, -60.8 PSF +49.0, -58.5 PSF +52.1, -64.7 PSF + 51.5, -63.5 PSF +51.0,-62.5P5F +50.1, -60.8 PSF +49.4, -59.3 PSF + 48.3.57.1 PSF +51.5, -63.5 PSF + 50.9, 52.3 P8F + 50.4, -61.3 PSF +49.5, -59.6 PSF +48.8, -58.1 PSF + 53.1, -662 PSF + 522, -64.5 PSF + 51.5. -63.1 PSF +50.3, -60.8 PSF + 53.7, -67.6 PSF +53.1, -66.4 PSF + 52.6, -85.3 PSF + 51.7, -63.6 PSF + 51.0, -62.1 PSF +49.9, -59.9 PSF +53.3, -66.7 PSF + 52.7, -65.5 PSF + 522, -64.5 PSF + 51.3, -627 PSF +50.6, -61.3 PSF + 49.5, -59.1 PSF + 52.6, -65.3 PSF + 52.0, -64.1 PSF + 51.5, -63.1 PSF +50.6, -61.3 PSF + 49.9, -59.9 PSF +48.8, -578 PSF. + 520, -64.1 PSF + 51.4, -62.9 PSF + 50.9, -81.9 PSF + 50.0. -60.1 PSF + 49.3, -58.7 PSF 25'-0' + 54.7, -89.1 PSF + 54.1, -67.9 PSF +53.5, -66.8 PSF + 52.6, -85.0 PSF +51.9, -63.6 PSF + 50.8, -61.3 PSF + 542, -682 PSF +53.6, -66.9 PSF + 53.1, -65.9 PSF + 52.2, -64.1 PSF +51.5, -62.7 PSF +50.3, -60.4 PSF 4- 53.8, -67.3 PSF + 532, -66.1 PSF + 52.6, -65.0 PSF + 51.8, -63.3 PSF + 51.0, -61.8 PSF + 49.9, -59.6 PSF + 53.1, -65.9 PSF + 52.4, -64.7 PSF +51.9, -63.6 PSF +51.0, -81.8 PSF + 50.3, -60.4 PSF +492, 48.1 PSF + 52.4, -64.7 PSF 51.8, 43.4 PSF 51.3, -62.4 PSF + 50.4, -60.6 PSF +49.7, -592 PSF +46.3, -54.3 PSF +49.8, -612 PSF +49.2, 40.0 PSF +46.8, -54.8 PSF +50.3, -61.8 PSF +47.3, -554 PSF +49.7, -60.5 PSF - + 50.8, -62.4 PSF +47.7, -55.9 PSF +51.3. -63.0 PSF +48.2, -584 PSF + 51.7, -63.6 PSF +48.6, -56.9 PSF + 52.2, -64.1 PSF + 502, -612 PSF +50.7, 51.8 PSF +51.1, -62.4 PSF + 51.6, -62.9 PSF +48.7, -59.0 PSF + 49.2, -59.6 PSF +49.7, -60.2 PSF + 50.1, -60.8 PSF + 50.6, -612 PSF +51.0, -61.8 PSF +47.9, -57.3 PSF +472, -55.9 PSF +48.3. -57.9 PSF +47.7, -56.5 PSF + 48.8, -58.5 PSF +48.1, -57.1 PSF +49.3, -59.0 PSF +48.6, -57.6 PSF +49.7, -59.6 PSF +49.0, 58.1 PSF + 502, 40.1 PSF + 49.4, -58.6 PSF +46.1, -53.8 PSF +49.5, -60.7 PSF +46.6, -54.3 PSF + 50.0, -61.3 PSF + 47.0, -54.9 PSF + 50.5, -61.9 PSF + 47.5, -55.4 PSF` +51.0,42.5 PSF . +47.9, 45.9 PSF +.51.5, -63.1 PSF +48.3, 56.4 PSF +51.9, -63.6 PSF +49.0, -59.5 PSF +49.5, -60.1 PSF + 49.9, -60.7 PSF +50.4,` -61.3 PSF + 50.9. -61.9 PSF + 51.3; -62.4 PSF +48.5, -58.5 PSF + 49.0, -59.1 PSF + 49.4, -59.7 PSF +49.9, -60.3 PSF +50.3, -80.8 PSF +50.8, -61.3 PSF +47.6, -58.8 PSF +48.1,57.4PSF + 48.6, -58.0 PSF +49.0, -58.5 PSF + 49.5, -59.1 PSF +49.9, -59.6 PSF +46.9, -55.5 PSF +47.4, -56.0 PSF + 47.9, -56.6 PSF +48.3, -57.1 P5F + 48.8, -57.8 PSF + 492, -58.1 PSF +45.8, -53.3 PSF +48.3, -53.8 PSF + 46.8, -54.4 PSF + 472, -54.9 P5F +47.6, -55.4 PSF +48.0, -55.8 PSF 0) COPYRIMT O EXPRESS SKU 5177 SCALE) PAGE DESCRIPTION, 01 f