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WS-12-1806Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 180051 Permit Number: WS -9 -12 -1806 Inspection Date: October 23, 2012 Inspector: Bruhn, Norman Owner: HETTICH, MICHAEL Job Address: 561 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AAA GARAGE DOOR INC Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060140750 Phone: (305)702 -0113 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS True Passed 61. Inspector Comments AS NER REINSPECTION FOR INSP- 179177. CANCELLED BY CREATED HOME OW Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 23, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 lc�l�o � T�MFlL. $ DING PERMIT APPLICATION Permit Type: BUILDING FBC 20 Permit No. Master Permit No. ROOFING JOB ADDRESS: ' 2 I NE q St 3?(. City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simile Titleholder): Address5-6 C I'( LT '7 S s City: N v' ( 4AA 1 S RTA% Tenant/Lessee Name: N yt"� � Email: .r i (lc�t e imoc "<4 ikec NO )( Flood Zone: State: F-c- Phone#: P:75-7 Srg6 Zip: 73(.2 (� Phone#: CONTRACTOR: Company Name: /9,4 l -Ap 4 e.,e. Do o p' Phone#: Address: Z $ 1 0 ! c,.3 L4.2 X?Z ex,/ a -6 cy //© City: /1/31y1e jf2ct-0, State: "?.._, Qualifier Name: 774A ", E R. Peil- Q 42 l f*S Phone#: 9trr —299— e3 46r4 State Certification or Registration #: Certificate of Competency #: /27 6'S C00 Z(pit Contact Phone#(JO J 90 Z e / l3 Email Address: ti Ga /'e. G /rte ® ea- 0.Q_`(% V e jot/ 'COW DESIGNER: Architect/Engineer: Phone#: zip: .1'3 0 30 Value of Work for this Permit: $ 23 , p . Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration New 1filRepair/Replace a of -., ,to,r ■/ . l Description of Work: ❑Demolition thru till. Submittal Fee $ its . 0 Permit Fee $ /70 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -14r) 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 will not be approved and a reinspection fee will be charged Signature / �( �/ , Owner or Agent The foregoing instrument was acknowledged before me this ce day of£ Mi 20/2-, by M1e#tA L i °9°Tl i , who is personally known to me o4ho has produced /-/32o 5dd8 NOTARY PUBLIC: Sign: ti _tVin Z O e. 52345 °'0 FP I,- As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this day ofcgrifern4 ef; 20, by DFtt2. qt ff who is personally knowne r who has produced as identification and who did take an oath. NOTARY PUBLIC: ********** * * * *** *** * * * * * * * * * * ********* * ** Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10/07XRevised 06/10/2009)(Revised 3/15/09) Zoning Clerk Oct 11 12 11:59a South Equipment Corp 3052586004 p.1 663778 -0 BU $6N R 6FIE W INC 500 NE 33 ST 33137 MIAMI c iA GARAGE DOOR INC THIS IS NOT A BILL - DO NOT PAY RENEWAL FIRST -CLASS U.S. POSTAGE ! PAID MIAMI, FL PERMIT NO. 231 CC #RE QB 2S8b244 690849 -6 18 F e .TY BUILDING CONTRACTOR WORKER/S THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXL471Na REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS 15 NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- PAYMENT RECEIVED MIAMI -DADS ODUNT'TAX OOLL.ECTORt 09010021001 000045.00 SEE OTHER SIDE DO NOT FORWARD AAA GARAGE DOOR INC TAMMER DARWISH PRES 28705 SW 132 AVE* 110 HOMESTEAD FL 33033 bIIi,,L ii, ii ,P,,,li,„N,j,,11,i,Ii,i „i,,,ii„ li„i,i, :1;11 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR - COMMERCIAL SIZES 75 VIPH, E POSURE C, 2010 FLORIDA BWWLDIRG CODS (4. E7N1' DADE CO., FLORIDA THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. BUILDING PRODUCTS A Griffon Company NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT MEAN ROOF HEIGHT 23' UP TO 15' 16' 25' 17' ■ING SIZE 18' +38.3, 19' +38.7, 20' +39.0, 21' +39.4, NING SIZE 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3' +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 9'x7' +35.3, -44.1 +35.7, +35.3, -44.6 -43.9 +36.1, +35.8, -45.1 -44.4 +36.5, +36.2, -45.6 -44.9 +36.9, +36.6, -46.1 -45.4 +37.4, +37.0, -46.7 -45.9 +37.7, +37.3, -47.1 -46.3 9'x8' +34.9, -43.4 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 I OPE 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 1 ue s• _• � t i `P *G E Fe °r a 4/27/2012 No 63286 STATE OF 4l MEAN ROOF HEIGHT 22' 23' 24' 25' ■ING SIZE 8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 I OPE 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 1 ue s• _• � t i `P *G E Fe °r a 4/27/2012 No 63286 STATE OF 4l CO 111 6 DEPARTMENT OFPERMTTTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dace County and other areas where allowed by the Authority Having Jurisdiction (AH 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 AIZJ (m 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 ace, 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: Steel Sectional Garage Door up to 16' -2" Wide wl Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101488, titled "M/N 4300/01/10, 4100/01, EDG/L, 6617/8, 11300/01/10, 11400/01 , sheet h and 2 of 2, dated 07/06/1995, with revision 15 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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, manufacturing address, 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 filed and there has been no change in the applicable building code negatively affecting the peforanance of this product TERMINATION of this NOA will occur after the expfadon date or inhere has been a revision or change in the materials, used, and/or manufacture of the product or process. Misuse ofthis NOA as an endorsement of any product, for sales, advertising or any otherpurposes shall. automatically terminate this NOA. Failure to comply with any section of this NOAshall be cause for termination and removal ofNOA. 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 ofthis entire NOA shall be provided to the user by the mamnactur+er or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revue NOA # 08- 0482.112 and consists ofthis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned-above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stream, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 issonsinaldadtmloW NOA No 12-0125.07 Expiration Date: September 26, 2012 Approval Date: Aprn 5, 2012 Page 1 Ciopav Banding Products Comnauny NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101488, titled "M/14 4300/01/10, 4400/01, HDG/L, 66/7/8, H300 /01/10, H400/01", sheet 1 and 2 of 2, dated 07106/1995, with revision 15 dated 01/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS “Sulunitted under NOA # 08- 0402.X2" 1. 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 16'2 "x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0128.01-08, dated 03/13/2008, signed and sealed by David W. Johnson, PE. "Subdued under NOA # 07-0809.02" 2. Test reports on 1) Uniform Static Air Pure 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 Along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel garage door Model 4300, prepared by American. Test Lab, Inc., Test Report No. ATLNC 0509.01-07, dated 07 /11/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA 0 07- 0807.14" 3. Test report on Salt Spray per ASTM B117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. 4. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04 /2006, signed by Rafael E. Druz -Sella, P.E. OS *1 Carlos M. Wrens, P.E. Product Control Examiner NOA No 12- 0125.07 Expiration Date: September 26, 2012 Approval late: Aprils, 2012 E -1 Clanav Building Products Continuo NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) "Submkted under NOA # 074807.14" 5. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC-06 -1024- 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. 6. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. 7. Test report on Ignition Properties of Plastics per ASTM 1)1929 of Type I EPS, Report No. 3082959-S00, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed by C. Anthony Pefaloza. C. CALCULATIONS "Submitted under NOA # 08- 040112" 1. Jamb anchor calculations, complying with FBC 2004, prepared by Clopay Building Products Company, dated 03/31/2008, signed and sealed by Scott Hamilton, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Departanent of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. •STATEMENTS t... 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, . signed and sealed by Scott Hamilton, P.E. "Submtlted under NOA # 08-040112" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 03131/2008, signed and sealed by Scott Hamilton, P.E. of Utrera, P.E. Product Control Examiner NOA No 12- 0125.07 Expiration Date: September 26, 2012 Approval Date: April S, 2012 E -2 CLOPAY M00ElS 4300. 4307. 4310. 4400. 4401. KG Hg IGL. H300. N301. 14310. 14400. H40( .. ;.1 ' ,...31141 :7 ,....1 13•. t. _ 30 0A 14 7° ONLY. SnEA mom PIATEB. (3) FLOCS PER SECTION AT 16429E FOR SOLID DOORS/ 6) PLATES PER SL70TIX1 AT 16'2' FOR INNI IMPAOT•RESISTANT UtES. PIATBS AT1AC1lDr WIN TO 8 DOOR. WM PO 3 0F I lwew PO 2 01 EXTRA P{AT0816'NN•9 ONLY 1cOt BOORS TM AT 11I __ ' 1 �i!I!1 I`I3 11. l 17= I�s zigx, *1" 371 ?�'-..i t'�i� �u►�'i +fir � + 'h 11A:V [MA 14 8/2003 ¢/2004 7/2007 AOC EXT. HEIGHT M /N; bEL 2400/01; PAS', S .L4M8 ArTRNNE 4T it DISTANCE NOTES UCC1P EO AOOFA VARIOUS C0NPNNEPIT DIMENSIONS ADDEO JAMB, JAMB FASTENER, AND END SOLE NOTES UPDATED JMO3 FASTENERSI OES10N C OINEER WAS M. WESTERF*ELO. ADDED 0PTIOS & BIPACT RESISTANT LIGHTS 2/2008 (2) 1/4' TOP 3/4' THE WOES 1¢ TNH TOP OF T 16 OA =au END sin*. EnQf OL THE Onata S CTICI4. [ m M D& � y WSW (1) #22(1/2" INFER 'AL KC` •M � 1i CF 4MPAM- RESSTANT 4421/0141 MEWS I�. T'OP SWOON (M85 1400- 70- THE-TOF I 1120040 (1t0T �. ■•!: WAX. O{A2[t0 SIZE $ 16-1 A 11 ". y OWING IS INAECTION OE S�,� 00. i lf�l ANAPPRAI as PLASTO 111 A •N/OO MOiI > 660RON 0 -8 FOR 1 Y Moos. (ryj', LOU PON110N DIOrN SOES). 00 POINT COMO � SEE pCIF 7990 , OPTION ON 1/2012 UPOATEO QTY OF BACKER PLATES & STRAPS. iFFIRME0 { 0MPUAKCE WITH FRC 2010. PAGE 1 OF 2 11 5il f ' ddiiiidl .Yi�YYYli1"i11�i11Wi111, i i L -i .• BSTCrAL 1 0 60 GIVER 2000.8 A MAX DOOR MOTH sostAsswas OPTIONAL OUTSIDE NEMED LOOlI P08001 INC PROOULY CONFORMS TO DC RLWUAEMO1F3 CIF THE 2007 MO 2010 FBO. DOORS 201 r MACH SSE (2) S7AGLE0 UM MOM (2- IM"46 "4 12 02 AS 3031171.1 WACO' ATTACHSO *Of I/4'A3/4 T P14IO 941003 , (9) 00038 ERN 3' TRAM SSE USE $1) 3-34 =LIR CARRIER 1 -I 'A2 -1/4 A 12 2044 (2) 1/4"0/4" SD/ TORO SCREWS. 9 10 11 12 19 �6FW MI .il� Mr THE PRISM FOR THE STRUCTURE AND iN 34714 sums �S FOR THE LWTOS L�103 ON TNIS ORMIO+XI. TNBPARAION OF AWNS CO Onus. NI MOM= OF 10/304 33110.01, 14002010 AO AU. OTHER 110OR 4T m. * TO K INSCALLED ��> rft1"18=SSOTED. SIX PA0. 2 OF 2 FOR AOOROIAL 007149 Ma+ ;.w IF 4rall (111 1T' . 3118 S11 1I w .1 11 7,.. 14 4110 la.. ill.. :'.'11•11.:01111 V/k 4.'.11..0161,1.311 aliggatogueem 000RS UP 70 R•0" 141611 11003 OwTO -Raw 01040 VS= 1 11 11 iY 13 QA 6ALY. FLAG AMOCO TO 441431 TO q 6•� 1/ SCREWS 76" (7'091 & 6'0•1 ODORS ONLY) 2" OALa Sr0•1 11010 TRACK Nova 0.08'. 80' [.& id Id [1G i0lkiiN [JC:..ir IL!Ji TYP. 7 -1/7' 1{ 42 W CALV. 24' 6/ /W 1-b/8 1/4 MN PER 78150 MCKEE IG° 3-1/2" 0x1 1 1: 10 y.*4 Wan 33410 COORS w 5' 11 3" OILY. TMe1101 NES. 1RAC* Alm MOLE. TRA ( 1415 AL80.E 0.1O�dNA19O 3 -8514 s�01: CLO 0'. NORIZO TIN. TRACK 1 I M 6 10' TWO 1 4 FOR LOW TRACE. T 1Y OEMLTi9 1-13"ON=WM 14' t1NO10N1 SPACING �0 ) F1IOM IAST M0.2LTOBG 5.01 10 TUN JUNCTION E1C.iFLiilr 41�iC� i1■;:liM [FiC,iWFFi.1�m0 ONE. 7i" 704011 00.7 INC IIUr *7 0I 31 1 131 N SLOT LOW/4L 3••1/7" - ONE 8/16' 0 1 -6/8" 108 00101 SPACED AT 114E 8M0; 8874788011 AS THE TRW 80.77 Q.O. 7-1/?. 1C. a; 34", 46'. 4176,). A0018131/.¢ 1.10 Sg1CWE (5CA1E0 AT 1B. m". & 40• mNi BOTTOM. ALSO IWO 04 »8 LOCATED ABOVE 1 R'M, /4 ORIZONT4. TRS474 AiN01014. SUPPORRNIT 8Oe4CTURAL 0.011208 LOA*! $H071 ON 869 COMM ClQpay Building Products Com • an • MAX, OC. N.T.E. 1/2 A HORIZONTAL 411.0 ♦ D F'RDM FASTENER 24 vERT1CN. JA110 Fast 010170m) ARDOR WARM AT NO 41413E WON OAP CIF TIC AW10NM 0141E4I1E1 OISTANOE. HONEST L AST AS N 114 MI E 00014 o1N1W 8038141? N4KC1 14 *4040000 FNAME Y 01/4010 BOOS miora MlllAlils ::r,tti�1 1.A.W LidiArCW�O t <SiLtYi�t� INviOAL YSA1W1 =4�r NI•Y 11141 iFY•W - l6" OR 21' SECTION 8 -8 (IMPA'C'T �RE5ISSANT GLAZING) t isomfi 1005. YP Z addR FAt AN N rOr MST !1101 SONO TOPE mimes AeMe 440 7 20. MEM. mom RCM q 11 314 ma W100w T Q{A�1p PpL1�pM1Q MOVED OA0.1W46.. IiOI 41 6C 1111 Ca= fILU71. X01 M'itiOVED W5t1t 0404164 � OIIPiy IAOQ L11n1181 '446.¢ PSF & -52.0 PSF 1072 16'2•0 * 12'0`1 1w0/L. 06/7/6. /01/10. H40 /01 T [NAVA10 MOO .. 101486 M -0 CLOPAY MOQ3 Q, H400. 14401 HOLMES MODELS 86. 67 68: IDEAL MODELS SP200. SE200. SF200 MB TO SU PORTING STRUCTURE ATTACHMENT 210110 1. ALL THE WAD FROM THE DOOR 18 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x8 VERRCRL SYP (GRADE 92 OR BETTER) JAMBS. NO 1040 FROM THE 0008 1S TRANSFERRED TO THE HORIZONTAL (10+) JAMB. 33.. ALL JAMB FASTENERS MAY 00 (BUT REQUIRED TO 8E) COUNTERSUNK TO PROWS FLUSH MOUNTING SURFACE. 4. 4 1/3 STRESS INCREASE FOR WINO LOAD WAS NQL USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. OOD FRAME BUILDINGS WALLS OF 1200N OPENING SHALL 110 FRAMED SOLD BY NOT LESS THAN (3) 24 PRESSURE TREATE0 SYP (GRADE 92 OR ENTER) WOOD STUDS OF A STOWS GRADE NOT LESS THAN 1200 P8 NOMINAL EXTREME FIBER STRESS N *8604118 (F.) FOR DOORS UP TO 8'O" KOH OR (4) 214 PHA 1REAIFD SYP (04400 92 oR SETTER) W000 MUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMNAL DOME FAR STRESS IN BENDING (F.) FOR DOORS tP TO 12'0° HIV. STUD WALLS TO BE CONTINUOUS FROM FOOTING . TO TIE BEAMS. yf 1_. ..R ,r , , i1 PAGE 2 OF 2 BLOCK WALL OR CONCRETE #1428/0" SEAT METAL SCREWS 2x8 SYP #2 OR SETTER WOOD JA4 SHALL BE ARMORED TO GROUT REINFORCED BLOCK WALL. OR CONCRETE COUJMN. BUICK WALL 0FYLS SHALL OE FILLED 141114 CONCRETE AND REINFORCED WITH RENFOROINO BAITS OCR:NOM OTTO THE TO OR ONCONTINUOUS SSED F PER WALL CON DWI" WALLS COLUMNS TO DESIGNED BY THE SUITING ENGINEER 011 ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT or TRACK MOLE TO 2x8 VERTICAL AWN CR St1PORTE40 TURCO 1? 4 818LDIX0 TYPE FASTENER 111E BEISMI DISTANCE WW ASTERS l[ l.ay.:.1.uy ', IT T41711�EFMt6ITZWIT IL, 217 ( C3F LiEi%k� H 1 "..I T Li f a11•iILSCiC7L1C TAT I�' a'C s 3'l.t.T rr EEG6 /L'liI 1L1� s 4."'7"' 0!71111 f' E1.eitiTSYLS[ ' TEA �L. .15 LL4 _3.'`l '8.. 0111111111111•EF75YF I '.3 NA 14."' 1..,■ R �r-ifJF.'f"111751V fi'!f-Tia 1 1., 7 [C14111111111EitiTi: l t\C 73 :E"'NC7Il 1117iEfilACIO. T1< wit r 71tiQ4, 3i' it1 `TF'" 000 lt1[C3IFiMITIBLI_ITI AS 1/4"23/4" APPING SCAM 7- 2x0 2,-3 4• 18 GAT -TF1 MPNfIF' SIDELV BA 15 1/2012 SEE REVISION HISTORY ON PAGE ONE. 1" 004X2 OVERLAP (43600 SHOE) 2x8 SYP WOOD MEL 5EE 9° MINA maw PREPARATION NOTE". uOLA nOdcx.1 SHOP 48818430 BY INSTALLER (T0 643). 18 GA 0443. STEEL 001.181E -8440 -SIDE FASTENED MR (1) 96 X 4 /2° WAFER SCREW. 070 STILE OM.: 8 -3/4 X 2 -4/6" X 3 /0", 2 -1/2° X 42 GA SALV. 118 . W300 JAMS WITH 8° X 1.4/88 LAO SOBS NOT TO mom 14 ON-CENTEFL TON. OF (9) TAO SCREWS RIBUIRED PER 4Pt49. 2° dYV. 8401. TRACK MIMED TO 12 QA OAW RTES. STACK BRACKETS MOTH ERNFA (2) 114 0A. RIVETS CR NUT PER (1) 1/4 X 0/8 8TR CK BRACKET. 7/10' LIT. ROUND 18 OA. G442. STEEL CENTER HINGE MH FASTENED TO GOER. STLEB W/ 4) EACH FASTENER. 9144/8' SHEET HE17E. 14 OA 043. SM. ROLLER ROES FA87048 TO ENO MILES W /(4) EACH 9444/8' SHEET 6634. SCREWS AND (2) 4/4' SELF TAPPING SCREWS PER 80 RINSE. 2' OA. 7 -1/2" LONG STEM, 10 64.L STEEL. ROLLER. 25032:21-0. 1' DOOR OVERLAP (EACH I 24 SYP WOOD JA48. ESE 4*8 PREPARATION NOTE'. STOP M 41.800 ttt DOOR maws (TO 5120. 16 134 OAR. STEEL. 0842 -ED -9300 FASTENED WITH (1) 98 X 1/2" WAFER Lbw. 80 SINE DE0.4 3 -3/4 X 2-4/8" X DOIMS 8.3° TO 12°0° MOH 3 -1/4' x 2■718^ TON. s 0010" TAPERED MOLE. SEE TAO 80LT 4CLRRMO AT TRW CONFOURATION ON PAGE ONE. 0.101' THICK 3` CAW. STEEL TRACK FASTENED TO TAPERED NOW. TA /ACT ATTACHED TO TAPERED 8016 547 1E NUT M R NE 1/4"411/8" ��04. "* i -' r- 18 0A. CA1V. STEEL CENTER HINGE 7/1111" IA ROUND FASTENED TO OM. snags w /(4) *1004 m0-I NUT 9144/8' SHEET METAL ws. 14 ST ES E/(4) 04044 ROLLER' 8 E FASTENED S 10 500 = ����y' STILES W/(4) VW 9,44!8" � AISSV. 19RS ,\j( AND (2) 1/4" SELF TAl�20 SCREWS PER END RAGE Building Products 2 -1/2" 0114 ytl�yYA�C"_4I.. 5/5' 18 GA. CM STEEL 0R00VE JOAY15. 27 CA (0.046' AWL) EXTERIOR STEEL SINN COMM 0411L vas mom 21 WITH 0-40 AWL OILV. 8N8E-014 POLYESTER .PANTED TOP COAT APPLIED 113410114 SIDES 04 10■ 1. SHIN. STINIB OUTSIDE HMIDLE END SLIDE BOLT STILE LOCK ENGAGES LOOT INTO VERTICAL a TRACK. 0140 WDE LOCH ON EACH SIDS OF DOOR. 1.,.:,: SU•� fiffiS LOCK 041 ENGAGES IN TRACK ON SOE OF Dl SNAP LATCH ENGAGES ONTO VERTICAL TRACK, ONE SNAP LATCH 0434 8111 SIDE OF DOOR. T PAD S18E INSIDE HANDLE TH101( R 8*04* AND SACK £401 08 ODOR 1.55' THICK A� NB44 0 1a POLYSTYRENE MS. OY PREMIER OR FOAAL 446. WAs0c11 ta414 rr8* QA CAW. 806.0. TOP Ro4MOl E 8T (2 -7/15* x 3-t2)/0118. EYdt 01480403 *730088 w /(4) 144/8° 18IEF2' METAL SCREWS 15 5A CM SIM TOP 804400 0.401818 (2 -1 R 3/6'). ow mew Ammo Mt /(4) 8144/8' MET Ate. SCREWS. ADAI814042 WOE A tO TO TOP COMET BATE (2) 1/401/2" SOUS AND OUTS PER ERACKE . 1 -1/4° WOE x 18 G4 CAW. STRAP. (1) AT 8AQ4 304( 2) 1/ 1010 SIRE. EACH STRAP 8614 SCREW TO C- 0HMN�EL). TO 4XiN4. ONE 14 GA. OALV. ROLLER HROES EACH HINGE FASTENED TO END STILES 87114 (4) 9144/8' SHEET 040308 AND (E) t /4 "22/4° SFAF. TAPMA`40 SCREWS. SEE VIEW `8' 3° Tea. 8 -4/2° LO440 S1EM BALL WRING STEER. ROLLER. Company TOLERANCES Woo SWAM Wwx1n ONE 8" TALL. 16 GA 0- 00010408 PER 00140 ESOT1Cl. AT1AC4E0 WITH 1/4'48/4' SLLF TAPRO/0 SCRSTS PER END STILE MO 1 1 4"43/4' EE SEW CTAPPIIO SSW 111! 27 OA. ( 0019" 1844.) INTERIOR 81.00. SON (1N04EEN6 A ATI�a- y40 �0ASN.1 TOP pPPUED G BOTH 0P 3T8E.ESml*L 13 04. CAW. 81 S. SODOM BRAOHET, A11XC400 WAN (4) 9144/6' SHEET METAL 830185. ALL 441(48 EXTRUSION 44 VIM Tom. 26:2121,626112/E.16211. • DESIGN LOAD'S: 448.6 PSF & -52.0 881 D0- *03 sc46 .•, NAx4111 .000 - 2418 , NTS r-• 2 OF 2 I 16'2'%2 x 12'0"H 8000 - t107 Oxpm . 41/7 CLOROX BULL00H0 PRODUCTS 8585 DUNE BLVD. MASON, OHIO 48040 (513) 770 -4800 0"TE' 7/8/95 •' 20662.116244/N *.T10*M/14 4300/01/10. 4400 /01, DEDGN ENGINEER, )(DO/L, 88/7/8, 11360/01/40, Ft400 /Ot 5001 - ",{ 0PolV240 1A08W 101488 1 4-0