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WS-12-1027Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 174434 Permit Number: WS -6 -12 -1027 Scheduled Inspection Date: September 24, 2012 Inspector: Bruhn, Norman Owner: PENKWITT, PATRIK Job Address: 520 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: JOSEPH S. ROBBIO INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060171430 Phone: (954)663 -6743 Building Department Comments INSTALL 2 NEW GARAGE DOOR Inspector Comments Passed (ri/d 79171- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 21, 2012 For Inspections please call: (305)762 -4949 Page 4 of 31 (4• A. I jot: Robbio Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 BUILDING PE ' . P ' LICATION FBC 2 RECEIVED JUN A5012 Permit No. W S i ' --1 001. Master Permit No. RC -11 -1500 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Patrick Penkwitt Phone#: Address: 500 Grand Concourse City: Miami Shores State: Florida zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 520 Grand Concourse City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Joseph S. Robbio, Inc Phone#: 954 - 663 -6743 Address: 9400 S. Meadows Circle City: Miramar State: Florida zip: 33025 Qualifier Name: Joseph S. Robbio Phone#: 954-663 -6743 State Certification or Registration #: CBC 059462 Certificate of Competency #: Contact Phone#: 954 663 -6743 Email Address: josephsrobbioinc(a7aoi.com DESIGNER: Architect/Engineer.. Phone#: Value of Work for this Permit: $ 3,500 Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration Description of Work: Install 2 new garage doors New ❑Repair/Replace ❑Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***may **** Fees***************** *********** *** ** **** ******* b� Submittal Fee $ O - Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee) /yl ( o J Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) 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: I 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 w of be approved and a reinlpection fee will be charged. Signature The fo day o hoi. NO MO /4. r • i1 Owner or Agent oin: instrument was o ledg.'. befor , 20 , by persontall known to me or who has produced 4 ►�� 1 As identification and who did take an oath. ARY P t C: Sign: Print: My Commission Expires Signature The for day of ilia . ers nally known to m .&.J►•.l Contractor n`g` instrument wasfickno 1 111 , 20 10 `by :* ' bell NO Sign: Print: My Commission E �!!fa LIC: antii re or who has p If ; tion and who did take an oath. r - • lorida : ,.�* .= M Comm. Expires Sep 23, 2015 ;m,'i'���Sc Commission 'n;8;,;■■■•'s Bonded Through National Notary Assn >r * *a* ** ** s*** x****** k> t:> K**** *x.* *> t<******* **> z •**x+***** *******+tit***** x*+a *******a *** ******* ******a< »**** axe *+r<*>ik>x**+s»r>iti*** APPROVED BY lJ 42afl— Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10 /2009)(Revised 3/15/09) t2 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: Permit #: 01-5 /7- /0 2 7 Planning & Zoning Critique Sheet Date: t//e//2- /' Review Completed by: David A. Dacquisto Argi;C.K Pe&ft S O G- D1 ,NCO t1 /L►S'Lc (Rgiimez EIct - (An GIsliscli. pima, L Sla.° 10.Z) stAil Cam,A /E „Poet OI cilsn.zacti coxpo2 -r CARPORT 0111111111111111111111111 unr: Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL. FEDERAL STATE AND COUNTY RULES AND REGULATIONS EXISTING PAVER STE EXISTING COVERED ENTRY 0 MASTER 5AT1-4 // CL 0 Y II ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585 -0304 Fax (954) 585 -0305 E -mail: Engco@AOL.com MAXIMUM DESIGNED PRESSURES MEAN ROOF HEIGHT (FT) E X P 0 S U R WIND SPEED: V =175 MPH MIAMI C OR D) -DADE (EXPOSURE DOOR WIDTH GARAGE 14 FT 16 FT 18 FT 8 FT 12 FT +) INT. EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) E EXT. ( +) INT. ( -) EXT. ( ( -) - - - - - - - 30 B*" - - - 38.2 48.3 37.4 46.6 36.6 45.1 36.0 43.8 20 C 40. 57.5 41.6 52.6 40.7 50.7 39.9 49.1 39.2 47.7 30 C 44.1 63.4 45.9 58.0 44.9 56.0 44.0 54.2 43.2 52.6 20 D 48.6 68.0 49.2 62.2 48.1 60.0 47.2 58.1 46.4 56.5 30 D 52.1 (PSF) FOR GARAGE DOORS BASED ON ASCE 7 -10 - FLORIDA BUILDING CODE 2010 WIND SPEED: V =170 MPH WIND SPEED: V =160 MPH BROWARD (EXPOSURE C OR D) & OTHER COUNTIES (EXPOSURE B, C OR D) OTHER COUNTIES (EXPOSURE B, C OR D) GARAGE DOOR WIDTH GARAGE DOOR WIDTH 8 FT 12 FT 14 FT 16 FT 18 FT 8FT 12 FT 14FT 16 FT 18 FT EXf. ( +) 29.7 INT. ( -) 38.7 EXT. ( +) INT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. (-) 28.0 35.4 27.4 34.2 26.8 33.1 26.4 32.1 26.3 34.3 24.8 31.4 24.3 30.3 23.8 29.3 23.4 28.5 38.2 49.8 36.1 45.6 35.3 44.0 34.6 42.6 33.9 41.3 33.8 44.1 31.9 40.4 31.2 39.0 30.6 37.7 30.1 36.6 41.6 54.3 39.3 49.6 38.4 47.9 37.6 46.4 37.0 45.0 36.8 48.1 34.8 44.0 34.0 42.4 33.3 41.1 32.7 39.9 45.8 59.8 43.3 54.7 42.3 52.8 41.5 51.1 40.8 49.7 40.6 53.0 38.4 48.5 37.5 46.8 36.8 45.3 36.1 44.0 49.2 64.2 46.5 58.7 45.4 56.7 44.5 54.9 43.7 53.3 43.6 56.8 41.2 52.0 40.2 50.2 39.5 48.6 38.7 47.2 GENERAL NOTES: 1- THIS LETTER MAY BE USED TO PROVIDE THE WIND LOAD PRESSURE WHICH IS APPUCABLE TO A SPECIFIC PROJECT, PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED IN BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE NOTE, THAT ENGCO INC HAS NOT VISITED THE JOB SITE. CITY INSPECTION IS REQUIRED TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3- THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN DESCRIBED. DO NOT USE THIS SHEET IF THE SITE CONDITION DIFFERS FROM THE PROVISIONS. 4- PRESSURES FUNCTION OF: ENCLOSED BUILDING ONLY, WIND DIRECTIONALITY FACTOR: Kd 0.85, WIND ZONE 5 OR 4, TOPOGRAPHIC FACTOR Kzt=1, ANY ROOF SLOPE, IMPORTANCE FACTOR 1 =1.0, TABLE VALUES ARE ALLOWABLE PRESSURES (Pda= Pdu X .8) 5- PRODUCT APPROVAL NOT VERIFIED BY ENGCO. PRODUCT ALLOWABLE PRESSURE MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. 8- WIND PRESSURES ARE VALID FOR GARAGE DOOR ONLY. EXPOSURE B (Section 28.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwelfngs. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located In Exposure B EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails In the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever Is greater ** - EXPOSURE B IS NOT APPLICABLE IN MIAMI -DADE OR BROWARD COUNTIES CONTRACTOR INFORMATION CONTRACTOI4cf I /J+ . ADDRESS: 'Om imiktLK1 opt c k. 1,44 -,40. TEL.:, Y'al- G7Y3FAX: NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL. PROJECT IN RMATION PROVI9iD BY CONTRACTOR CUSTOMER NAME: ADDRESS: ■ S oCO (J t4 c COUNTY: MEAN ROOF HEIGHT: 0,2r 7 DOOR WIDTH: `%X 7 Roof Slope MEAN ROOF HEIGHT GARAGE DOOR MAY 172012 PEDRO DE FIGUEIREDO PE# 52609 » ,pD BY DEPARTMENT 01? PERMITTING, ENVYR k ,A IDRt IiM?�XLL FEDERAL AFFAIRS (PERA) ;!.;i [ .S ANf7 I�FnULATin '4786)315 -2598 F(786)315 -2599 BOARD AND CODE ADMINISTRATION DIVISION _ _ ' I- T CONTROL 11, 0 5 SW 26 Street, Room 20 iami, Florida 33175 -2474 NOTICE OF ACCEPTANCE OA lti Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 271 SCOPE: This NOA is being issu materials. The document Product Control Sectio:l, too. Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Model 500 Classica 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 5309 - 185 -21 -I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel ", Sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. - RENEWAL of this NOA shall be considered after a renewal application has been fled 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 revises NOA # 09- 0312.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. .miamidade.gov /pera/ Files and regulations governing the use of construction n reviewed and accepted by Miami -Dade County PERA - ade County and other areas where allowed by the Authority NOA No. 12-0228.11 Expiration Date: April 29, 2014 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -5309- 185 -21 -I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel", Sheets 1 through 3 of 3, dated. 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04 /12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 09- 0312.06" 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24 ga steel garage door Model 500 Classica1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01 -08, dated 10/07/2008, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 04/0/2Dj2. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.11 Expiration Date: April 29, 2014 Approval Date: May 3, 2012 11 TO REELER BRAMET ATTACHED W /(41 1/4• x 3/4' HEX PER NOWT CD 9 3/6' X Be DA R TRUSS ATTACHED V/ CM 1/4' X 3/4' REX HEAD SCEVS PER 979.E 32' SECT 14 DA 129• X 125' X1 PUNCHED ANGLE ATTACHED TO ADJUSTABLE SLIDE @1 TOP FIXTURE WITH 0) 5/16' X 3/4' 20.T AND NUT ABLE SLIDE ATTACHED AND HDTS5/15' X 3/4' MILTS Er to 92/0'' STEM AND STEEL CD 7/166'' DOLT AS V6 SS FOR THREADED F TYPICAL TOP FIXTURES O 140A CENTER HINGE ATTACHED R4. x HEX HEN SCREWS 24 GA SKIN V /BAKED ON POLYESTER FINISH 3 5/8' 2SQA R- TAIUSS ATTACHES 3/4'' 2402 HEAD SCREW 2 AT EACH CENTER STILE TYPICAL CENTER HINGE V DT BALL STEEL MILLER V/9' 512)2 AND CO R67A2ER USED FOR HOMED SHAFTS PER ROHM 14 A*. HINGE ' 1/4' HD: HEAD SCREWS 14GA. SHEARED CARRIER ATTA0ED�TB 1EX�1 V8C EW5 1433 CARROT 3 5/6' 680A R -TRUSS ATTACED V/ R4) 1/4• x 3/4' HER NERD SCREWS AND ED AT FACT COWER STILE 140*. RDLLER ATFD D STILE W SCOW � TA2I CARRIER r LOCK maws INTO T0RM,1'1 BETH 9 L 7614, OR LOCI BAR 3/4N22 DAD CR L 1/4• x 9//I4``NNEEXX 9 -0' MAX INSIDE MOAT= NNE r eon STRUT 38) 1/4' XX 5/6' HEX AHEAD SCREWS AT EACH 6223 AND CENTER STILE V 10 BALI. STEEL ROLLER V/9' STEN AND CO RETAINER USED FUR THREADED SHAFTS PER ROLLER 8017®1 BRACKET V� 1/4' X� HEX HEAD SCREWS 3/111" m PER JAMB SOCKET SPLICE 8mT MID NUT PER JAW BRACKET 3 3/4' STEERED! TYPICAL BOTTOM BRACKET® N7JL ODD 21.91LIENEsEMEND STILE 1.1/5' X 2-8/60 X 31 -1/2' EV SECOND 1-1/3' x 8.9/8• x 07 -1/5' 058. 5657' 1 -1 22 8 -2/9' X Bo-1/2' (51' SECTIONS) 1 -1/8' X 5-8/8' 5 17 -1/9' 08' 56571028) 50 06 CENTER iT DLL CPUS US BY INSTALLER) jT A4A 3 C ED WITH OM) 6154ED 8/0'4 X 62 GA C3 O/8• R- 78638) TRACK MOUNTING DETAIL 2.70. OR COL NAND 2X2 (N0. 2 OR BEF168) ID 14BA SHEARED ROLLER CARRIER ATTACHED TB R- TRUSS V/ EE 1/4' S8 I • 14 DA 1.85' X 1.85' X 1' PUNCHED ANGLE ATTACHED TO ADJUSTABLE SLIDE ON FIXTURE WITH (1) 5/16' X 3/4' MILT AND NUT ADJUSTABLE SLIDE ATTACHED WITH C8) 5/16• X 3/4' BOLTS AND NUTS 3 5/814 X 22 GA. GALV. STEEL 0)EATTACHED 0) PER V/ (4) 1/41 x 3/4' HEX HEAD SCREWS AT EACH END STILE, C8) AT EACH CENTER STILE SECTION A —A (SIDE VIEW) 8.T.8. INTERIOR OF GARAGE' ► MAX. WIDTH 9'0° -r— DESIGN LOADS +244.8 LEIS/FT —279.0 LBS /FT tit1t1fttl SEE NOTE 2 8PEMBFlCATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD S TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM 7HE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DEVON LOADS OF: +244.8 LBS & -279.0 LBS/FT 3. DOOR AND HARDWARE YELL BE DESIGNED, MANUFACTURED AND INSTALLED %MTH STANDARDS AS SET FORTH BY DASMA. 4. DOOR 880220148 SHALL BE 24 OA. MIN. EXTERIOR SIGN ROLLED FORMED, W/ 361260D ON POLYESTER FINISH 5. DOORS UP TO 14'0' HIGH USE (1) 3 8/8' R- TRUSS AND (1) 3° 20 0A. STRUT PER SECTOR 6. REFER TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REOISTRED PROFESSIONAL ENGINEER FOR YARD LOADS INDICATED ON THIS DRAWING IN ADDITION 10 OTHER LOADINGS. a THIS APPROVAL REQUIRES THE MANUFACTURER TO DD TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE 7651ED ACCORDING TO AS11d 6-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO DOS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT 11E MANUFACTURER PRODUCTION FACILITES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS Yd1H YIELD STRENOIH OF 34,600 PSI OR MORE SHALL BE USED TO MARE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. LARGE MISSILE IMPACT RESISTANCE psonucrasalasse 8Td1 4:0199�1� PSHI3QA AAa99t0139 10 6EV DIMMED C 60808 A 9325510 RD WE O1TE 5T 11/1/10 80 MAX SIZE 9'X14 DESIGN LOADS +84.4 PE, -62.0 PSF LARGI E RESISTANCE 160 CARRIAGE C2A)T 925N578N- 991.62, NC. 27105 W V.99RRC011 Model #500 Classioa 1000, 2000 PLUSH, HEAD, RAISED AND RECESSED PANEL DIE MD in 921 NE S/I/53 CPAU6GRIM 8 COED 31 ME 3335 mica IRC -5309- 185 -21 -1 IAIIp00 TAM L IDUEDVE RE US 6A OBIS S 980) P 3 13 GA FLAG BRACKET ATTACHED TO WDDD JAMB W (3) 5/16 DIA. X 1 -8/8' LAG BOLTS AND TD TRACK W/ (4) 1/4'-20 x /B TRACK SPLICE BOLTS AND NUTS ■ / / SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4 ° -20 TRACK SPLICE BOLTS & NUTS SECURE TO JAMB WITH (3) 8/18° DIA. x 1 -8/8' IIJ LAG BOLTS. (1) AT SPLICE LOCATION AND (2) IN UPPER PORTION OF FLAG BRACKET (1) 8/18° DIA. x 1 -8/8° LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET (SPLICE) THROUGH SEE (TABLE 1) FUR JAMB BRACKET SPACING 12 GA. OALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4 ° -20 x 8/8° TRACK SPLICE BOLT & NUT TRACK CONFIGURATION FOR 813° UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 8 VERTICAL JAMB ATTACHMENT TO WOOD FRAMF 800' 4F or x 3'.1A0 8CREW9 STARTING 8' FROM ENDS THEN 20' 0.3. (1 I/O' EMBEDMENT) 2 X 8 VERTICAL .14118 ATTACHMPNT TO E.= PSI CONCR:TF HEM 0810 BOLT 3/8" x 4' MONO 8' FROM ENDS THEN 24' 0.0. (2 1/2" EMBEDMENT) KM SLEEVE ANCHOR 3/8' X 2 -3/4' 8T 2008 8' FROM ENDS THEN 18' 0.0. (1 1/4' EMBEDMENT) OW /RAMSET REDHEAD (TRU -BOLT) 3/8' x 4' STARTING 6' FROM ENDS TIffN 24 0.0. (2 1/2' EMBEDMENT) 2 x 8 VF8OCAL JAMB A1TAI:HMFNT TO HTx1OW 0 -80 RINK SOPRON 1/4' X 3' TITER SCREWS SIARTNO 8' FROM ENO$ USE PARS OF FASTENERS (3' APART) AT 8' 0.0. (1 1/2' EMBEDMENT) HI 1 1/4" 0 (12-3/4" KW1EMB1K -CON II+ SCREWS STARIWO 8' FROM ENDS, USE 84188 OF FASTENERS (3' APART) 2HR.111ANCHOR 44 3/8 X s 3/a 0 8' FROM ENDS THEN � (1 1/4' EMBEDMENT) (0R, USE FASTED FOR HOLLOW 0-80 BLOCK) 'LAOS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH ROMEO SURFACE. 'P888420ON OF WOOD JAMBS BY OTHERS I-1/S' 818 HOLLOW BLOCK STRUCTURE 3• ION DEREIWI O' R8188W DMZ BY A IRABD W IEC 2010 1I/I/I4 110 165 6498146E DIRT 11X87834 -38LER MC 88183 343434A11E34881 'Model #500 Claesiea 1000, 2000 FLUSH AND BEAD PANEL sa gum By S221 DATE 03/8/8 BUM 81188 8 81080351 SRI DA1E W IRC -5309- 185 -21-1 E�IEQD WAS L SIBULI OA8 PE IL BA 2828610 SO 2 1F 3 TABLE 1 DOOR HEIGHT 7" 8' TRACK ATTACHMENT OPTION 1 SPLICE 000 D Ell ©0©010©WI131© 151102115i 38" 46'.56' 68° .1.111111111111111111111M.11111 Q1051OQ 48" 56" 880 78" IMIMIIIII=111111111111 ��11 ;� r -Ef'F�C,{. MT;"'tt�,�I✓,� E '�P; :i.I Mj -MI fi?9 fn U �,:T� i-pr ;u;, Fr 1�.sFR''. ��1�31��- �?cx.�3r�`:���1 �rii::���� ^.�E4.'�..r�. alfd?. I�.L�Fk,�FP�'��= ���_=kh:6 ^l3?k� ©14" ®048" 56" 68 "15201•111•111M == r WA rh ERI 3UR WillriMI LE: "M BEIa`RI LIEU ° 56" 68" m 88" 103".1111111111111111.1 Iyir' , `I; „y E ?; , 11L UM MISERTEINNIENZI intlEatti LAUMI 446" 66" 68"j100" 110" MEI N DitigatEM d': 6E: ids; a' MEMO X:O L IP pit EMa E ,,aE f _ RIF .3 ®U® 38" 46" 56° 68" 78" [ 100" 110" 122" -M 14" mLa 46" 56" 68" 78" 88" 100" 114° 122" Ea= 1, LL M I L,: k TL ,om ll ° K it JEERS : E 141a 38° 46' 56° 68"1/1 88" 100° 114° S 76" 88" 8' 10' 100' 112" 11' 124° 12' 13 136" 148" 14' 134' 146" 160" DOOR HEIGHT ALL TRACK ATTACHMENT SPAC NG +/ -2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY TRACK ATTACHMENT OPTION 2 A 00 © ©G El "AMEN '� �k4 q r !S N3.) s gg.pa i�P�jYpN. 7i�' :', e k .'' 'a4 *,. _+ rµ= i 1� -y"3 e•' t, � =�Wi ! 1. z=. _I...:. .:. �. �'- '..'Cv? 4th. ,.,.;z7" ,a�l�`��ga"�1I ,y Nku..,., -11111111---- SEinaM .lrE,'•..- NP ( nis aM �II' .eileir��;_ IMAINEIr- umilgosfitunkg !-r lgti 1731 r: gi {: ,,W. ; ,;. n i ga :I o 0111111•1111111MIN EWE t ERR SI S fatili E .ti _ .I1 4 I k e 84"--- - , U( � t Ilij7 ,. v l ne �3 fix .�.E l a rg a°L RUE 7 T 41 ai r ( il, � ,G �a..,�.1 �z. s,C�,,,�1 .,.. .r.. , ,. 3, I �.I.x "YI 7,...t� Thy 5'v?G...i.1J,. � �((�� i ��II � 111111•111•11 ....,c. gepg. _y rill# a1E1�s•"9s rFl.l71lII�Y' ' sT fCtY�r4'�5s s : ti I, �a� �.,t...:k 6�'!I � ,., �.�. ®M= RilliESESMIERE D SPLICE S 3.5" 10" 22° 34 460 58" 76° 8' 3.5° 10" 22" 34° 46" 58° 70" 88" 3.5" 100 22" 34° 6 68" 70" 100" 10' 3.5" 10" 22" 34° 460 68" 70" 112° 11' 3,' 10" 22" 46" 68" 70" 94° 106" 124" 12' 3.5" 10" 22" 34" 46" 58° 70" 82" 94" 108 tic ei7r' e1'tiEI; 13' 3 6° 10" 22° 46" 58° 70" 82° 94° 108° 136" 118" 130 148° yt +°LV 112;EMIv 1 '�`� i .t F[ r �{f d {I �" f ). E E ', • i wil ENE �+�' 'a.,�.�2tr.� a � e � i cl,. !�`'. �J.,J ., �' Lf i B3 �1 t � 3..' E• I a��f M EM 108" EIGii 130" EZil 14' 10" 22" 58° 70" 94" ALL TRACK ATTACHMENT SPACING + —2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY 180" TOP FIXTURE REINFORCEMENT ILLUSTRATION 0 NOTES 1. ZINC COATING 2. MATERIAL YIELD OD STREN 35-49 KSI. 3. MATERIAL HARDNESS: 80-80 ROCKWELL B. 4. 1.28' X 1.28" X 1° X 14 GA PUNCHED ANGLE MAY BE USED TABLE 2 Section Helght(s) (in) wiraQl*noir7Rmni[m Stile Locations (Measured From Left Panel Arra :: entente Width to Leading Embossment Edge ON $adng Between Embossment Pairs (in) 4.000 ® ©0 ®ET! ® ®�7 © ®1. E7 1 'N �tiLlL II:_!4 b7k:... .� i.vi .: iE h� �,: .no n, .. .kr '1}1 ®®� 27.083 0® ./,.>'_s>W., .r.�: � .,.e'�. "t.,r ;97,f. ..7.C:?, PRODUCrgifIVISED Arta Areptinge ,:Y. ,yri' • ii'9f'.ziif OI3 A RAID 101112 7010 OAR BY DPMO 15 MAX SIZE 9'x14 DESIGN LOADS +84.4 PSF , —82.0 PSF LARDLE ACT RESISTANCE 145 CARWOSC COURT v),XSroi -SILO, 55 27105 vw4NIRRJ:01 if Model #500 Classioa 1000, 2000 FLUSH AND BEAD PANEL 9ff MIEN 9B ME W/U/08 PAWN ma B COS BY me WAVES RC -5300- 185 -21 -I EBB MI6 L RIME RE Mk00l85?B SW 3 E° 3 Permit No: 12 -1027 Job Name: June 6, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide signed and sealed wind loads for each door. 2) Provide wind load calculations. 3) Provide a layout showing the location of the openings. If this is a carport enclosure provide zoning approval. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859