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WS-13-1238�a Miami Shores Village r - i�I Building Department cr 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 -� � Tel: (305) 795.2204 Fax: (305) 756.8972 762.4949 r � FBC BUILDING f Permit No. `7 1 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING S—UlrROO JOB ADDRESS: I +� N L" q b City: Miami shores County: Miami Dade zip: Folio/ParceN. 1 v� no 9 D Is the Building B7stor1aa0y Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder):. J �+�� lJp Z Phon*#: j L(6 Address: 01 m L J S4 - City: Ylli/AOhNi State: TenantUssee Name: Phone#, Email: desiaee.. oak-& a llrAk/ W - CA nn CONTRACTOR: Company Name: 5 r: x-" (J " UQ 11((CT) 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: $_4- � ® (� . 1 Square/ Amw Footage of Work: Type of Work: 13Addition OAlteration ClNew *epair/Replace ODemolition Description of Work: Ada..' f f 6 aXffN\ L 000 [ 'A-;, � 1 f ,ry\A LU Submittal Fee $ /X� Permit Fee$T, CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bon $ Notary $ 1Y'aining/Educatioa Fee $ Technology Fee $ Double Fee $ Stratum] Review $ I 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 inspec i ccurs (7) days after the building permit is issued. In the absence of such posted notice, the inspection wildt b reinspection fee will be charged. SiSignature, Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 3 by ` S 1-' (YZ—( i Z who is personally known to me or who has produced ( —%C NOT Sign: Print: My C u,.,,,. b APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of .20 by who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Structural Review Qerk (Revised 3/1=012)(Revised 07/10MOevised 06/10/1009)(Revised 3/15/09) I MIMI®�E • DEPARTMENT OF PERMITTING, ENVIRC AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Amarr Garage Doors 4+: 165 Carriage Court Winston-Salem, NC 27105 13- 12�3ErMiami Shores Village APPROVED BY DATE ZONING DEP"f, BLDG DEPT „ ^� �'�G`A11 PRODUCT CO &rf�Akby FpU,X1,jNW wl rN ALL FEUEflt,055iiSW �lb\TE AN,_, �:UiN f AL -S AND PEratJI_At,IIQ�l��r I -DADS COUNTY JTROL SECTION t6 Street, Room 208 Florida 33175-2474 F (786) 315-2599 SCOPE: This NOA is being issued ipl�al aures and regulations governing the use of construction materials. The documentation subnft as been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 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 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC -1209-189414, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision D dated 12/05/2011, 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 apanel. 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 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 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 and renews NOA # 07-0706.05 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. NOA No. 12-0228.03 Expiration Date: September 6, 2017 �� Approval Date: May 3, 2012 1041#0 'Page 1 Amarr Garage Pours NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -1209-189-214, titled "Model # 1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, 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 BI 17, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submlued under NOA #.12-0228.09 11 "Submitted under NDA # 07-0706.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' S$ctional-Steel:Garage:Door., prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candida F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, 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 CFXTIFICATI1ON& 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated. 04/10012, signed and sealed by Tomna L. Shelmerdine, P.E. C!Arlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E-1 13 TYPIEAL TDP FIXTURES 1 H.TS. 3 5B• ATTACHED 3,4• HEX AT EACH TYPI9 LDDURASAFE mm H2m 2 0/16• Sw= RMT INSIDE ELEVATION N.rs Rx- TrRna�c Yiwass ,TRACK MOUNT1NO DF_TAIL N.T. L e4 GA NRI EXTERIC( a/BAKED m+ cm.rarea ATTACHED (4) 1/41 x8/4• PER CANER 3 8/8• emA R -TRUSS 1�— ATTAINTED W/ (4) 1/48 x 3/4• )®I HEAD SLWEVS TRACK ON BOTH (SNAP LATCH, DR LDCT BAR Mnim u SCREW A V/(0 Y40 x 3/4 -HU HEAD Ttt'ICAL DURASAFE END FDWGE 3 PRODBJCE'a a4mt�NYlDBidR B• BEG 0 STRUT AAD SCR VI BRACKET i&DhaUPe r% Co 1/4• Y 3/4• EE7I NERD 8CREVS o CImTf�@IATTACH= AT END AND COM STLLE '� HU V4•�� W 1A,LLL D 0) NEN>LLER W,7 B,EN LARGE MISSILE AND E �TABER DEED TF AAM S1 m PER RDLm TICAL DDTTTDN BRACKET 4 IMPACT RESISTANT may5-018PF 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL INTERIOR OF GARAGE JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. MAX. WIDTH WV 2. EACH VERTICAL JAMBS RECEI MAXIMUM DESIGN LOADS OF: +258.3 LBS/FT & -303.8 LBS FFT & DOOR AND HARDWARE WILL. BE DESIGNED, MANUFACTURED OE90N LOADS AND INSTALLED WITH STANDARDS AS SET FORTH BY DANA. +258'8 LBS/FT 4. DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN -303.8 LSS/FT SEE NOTE 2 ROLLED FORMED, W/ BAKED ON POLYESTER FINISH & DOORS UP70 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE �1) 3 5/8' R -TRUSS PER SECTION AND (1) 2 20GA STRUT ON THE BOTTOM SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 me A, ON PAGE 3 BY RN3TALN.TJO 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS Ga GALv. srm. Dm STD.E INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. nscRLv$ vm(� NN6 x)-ua & THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE xT 140A WRASAFE ROLLER CUT FROM EACH COD. AND TENSILE TESTED ACCORDING TO ASTM CA; ATTACHED TO R-TAIM E-8 BY A DADE COUNTY APPROVED LAS SELECTED AND PAID BY �4 THE MANUFACTURER. EVERY' 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER MALL MAI. TO THIS OFFICE. A COPY OF THE TEST AL 402x8 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND (Na 2 OR BETIER) A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE w/m SCBM 3 8/8'Hx 28 GA GALV. SIM R -TRIES ATTACHED 0) PER SECTM W/ CO v4• x 3/4• HEX HEM SCRIPS AT EACH Dm STILE wT M7HE D( RACK OM OAY BETWEEN K= AM DWSTUX m N3' BD 6p STEW @J NXTTTRH EECTMN mvxw ACHj Y/ CD u4• x 3/4• HO HEAD SEREV8 ON A -A (SIDE VIEW) mmmwzmw Jim 1 Emmme T➢EmmFOC 2E0 •` .1 r 1gm NEB MAX 8'x14 DESIGN LOAC +57.0 PSF -57.5 PsF LARGE LDSSRE DWACr REMANCE No 0048599 163 CARIDA6I CRRR VD(STCE-SALM ND. On= VVWMMRM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SST 3000 OST, LONG, FETISH & OAR; SUMbUT PAMU ImI wm W ml BETE "'w I WAM mm WOLMENEREMk0=1 SBO I W 3 FLAG BRACKET ATTACHED TO WOOD JAMB 5/16 DIA.-5M t-5/B' LAO 80LTS AND TO W/ (411/4 20 x 5/B TRACK SPLICE AND NUTS SPLICE TRACKS AT THIS LOCA71ON s€Wa1j��TRACK ��xTH(S�bwa 1-5/8" LAO BOLTS ) 8/18' DUL x 1-0/8' AG BOLT ATTACHED TO JAMB T EA JAMB BRACKET 12 GA. OALV. STEEL /ATTACHEDTS W/ (1) 1/4'-20 x 8/8' A ul SEE (TABLE B) ON PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE Rln� I8' oJw a i/2• EwmMEm P Ba• oc ce yr veamNn IM ENDS THEN I6. = a 1/4• EMBECdIM �6' FROM ENDS THEN e4• I= (B it ENVEEDNI" TIDE, NSE PAIRS OF FASTENERS 6- rFM OW, USE PAW OF P % R VFRTI m bHP ATT �HMEHT 77] nm .em HLOtl( INH + enyci GWL� HD n SLEEVE ANCFOet 3/B x B-3/4• STARTING 6• FROT! ENDS THEN BO• DC. O 3 /4- EMSMEM OM USE FASTENERS+Flet HMJ" C-90 BLOCIO HAGS AND SILTS CAN BE COUNTE2SLU TO PROVIDE A FLUSH HDUHTDNG SURFACE, H-BEPARATUN OF %= JAMBS BY OTHERS JWMD CONCRETE STRUCTURE STRUCTURE GROUTED STRUCTURE I/r KEN $�2-3� 1-1/R• HIM ' „"• JAMB 3- MDV AMA= MUM CCWxADN mmBoa 8 Emmncn MAX SIZE ,ee'ON�:•�\v.-.�p�.,ti (F x 14' `�,r: 40" DESIGN LOADS NO +57.0 PSF -87.5 PSF t q 'ri is yiG 187 CANOW COW VIIt8T@1- &M RC, 9M WWWAMlRtM MODEL #1200 HERITAGE 3000 MODEL #12GO OAK SUMMIT 3000 0W LONG , nUSIH & OAK SUM= PANEM SRI ST eal am oumm I mm no B I =MDm 50/ Ma osXWIM-IM-11 EMO@ ml W L WAW P& IC h WM 9B3 2 If 3 TABLE 1 TABLE 2 DOORI SECTION -HEIGHTS DOOR TRACK ATTACHMENT ISPLICE HEIGHT Btm 1 #2 1 #3 1 #4 1 #5 1 #6 1 #7 1 #8 HEIGHT A B1 C I D I E I F G HI JI K I L I M I N S 13'6° 121'12 21" 21" 21" 18° 18" 21" T 3° 14° 27° I 38" 46° 58° 68° 78 21"l 18" 18° 18°. 18° 18" 18° 21" 8 3 94", 27° I 38" 46" 58° I 88° 78° 88° 11'8° 21" 121° 21" 18° 18" 18" 21" 9 3° 14° 27" I 38° 48" 68" 68° 78" 88° 100" 10'8° 21° 21° 21° 21° 21" 21" 10' 3° 14° 27° 38° 46° 88" 68° 78° 88" 100° 112° 8'8" 21" 18° 18° 18° 18" 21° 11' 3° 14° 27° 38" .46° b8° 68° 78° 88° 100° 110" 124° 8'8° 21" 21° 21" 18° 21°12 3° 14° 27° 38° 46° 58" B8° 78° 88° 100° 11 122° 138° 18° 13' 3° 14° 27° 38° 46" b8° 88° 78" 86° 100" 194° 122" 134 148° 8' 6" 1 21" 18" 1 18" 1 21'l 100° 114" IW1131r-1140-1 160" ALL TRACK A7TACHNENT SPACING +/-2" ALLOYdED %flhl SYP OR SPF N0. 2 OR BETTER ONLY 3. Ft thio 80 mmm w Rmm lam A WOMB 1/i/m - 4Bf B C!h)A4D B1 iAC 2(aa MAX e x t4 mv�p�@�.�t'EwSlp°'9Qis°i s mid: No 0048578 . DESIGN LOADS +57.0 PSF -67.6 PSF a *� � s q S� �4 0 ° LARGE MISSILE P�is�R.l°+L--f O•R\O('®4• RrACT RESISTANCE ° ft- l� 10 CAUUM guar WMYMv-eaten. "c. OW WWAMWAM MODEL #1200 HERITAGE 3000 MODEL #1200 OAS SUMMIT 3000 ORT, LONG, FLUSH & OAS SUINT W PANELS SKI HOBY BWJ BATE Vola I mEmmm B aaoeY � Imp m/awr IAC -1209-189-21-1 r umRs L SL1h1�E va is Ba ao�ee >� 3 of 3 JUL-20-2012 07:33 From: To:19543211155 Pase:V6 WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS GARAGE DOORS 2010 FLORIDA BUILDING CODE AADL COUNTY PLONDA 175 MPH Notes: 1) 2) 3) 4) SII exPasu�c asuRE C Ocor Wo lh OW eABan Roof Desi n Pl�e6atde P 8 7 Is 98.8 -44, 97 3 -"0 18 T U19 33,5 -41A -404 10 7 8 7 18 6 -A33 0 -44.8 44.8 t8 7 *36.7 .41.6 18 7 40:8 41.0 8 T 17 36.8 145.8 9 38 2 -462 18 7 .T 1 18 7 34 3 -415 0 7 1 18 37.0 -404 9 7-1 38.8 •48.8 16 7 36.1 1�Z 7 t8 1 7 1 349 1 X20 8 8 16 7 7 7 19 37/1 1 -48.9 .1 1 -4&3 39S -43.1 18 7 382 .428 t8 8 T 20 37.8 1 -74 7 37.5 1 -48.8 136.9 3T.! 1 1 43.8 18 T 35.5 1 -43.0 8 352 21 38 -47 37.8 -47.3 TM7 36.2 -04.1 -48.6 86 I -43A B 9 T 22 38 B 1 48.4 2 7 16 7 9&8 -44.5 8 36.3 -A3.8 8 T 226 36.0 1 4a.9 8 T 16 7 X48 38.8 X44 18 7 38.8 1 -442 9 7 24 18 a U2 8 7 AO 16 7 1337.3 118.5 18 7 18 8 7 26 39.8 •d9.7 9 7 j8 392 149. 18 7 3T.8 -45.7 18 7 37.3 45.0 Notes: 1) 2) 3) 4) SII 084p pfflMne have been cahfim d Uft pr0red m astsd InASCE 740, Chaplet 20, Pot 4. for Lrnv.Rise adkor ga. The 0*Uftd utt Mte wind Pam= Gave best nruttfp6ed by0.8 t0 OWN010 the nominal (ASD) design prec um Shawn. Pmsum hm been cakdaW based an an erwkwed bu Wr% any MOf Mpe. Risk Cat94MV 0 MaidW The de9lgn pIB89tfB3 a9sure the dim dOa's wid8t i8 in the Ond moue (mons 8j olthe bt9dleg. i1AQ3t garage dOOTaperlittga MH!Trot b8 toasted copngl$taiyln @ $. 7twafte individual arswip n� inlovrer pn3ssw'eer. Fbr main Md hai0111s less sr9t1IF. we 15 ofelat . TMs Table 13 G*tD to usd in ca*mwbcn vAM ArnsKG2rdge Deers. 188 Carrop Cowl •VOMM-1UM, Nwth Cmuffm 27105 Phww (388) 74441011 • Fait (M) 74&Mi5 www.arnWJ bm Pq % exPasu�c Door OW Rauf Pam" 8 8 15 9S 144.0 9 8 34.9 43.4 18 8 334 404 18 1 8 SM -397 8 6 t8 36.7 -44.8 9 8 35.4 1 43.9 16 8 339 40:8 1S 8 83. 8 8$9.9 17 1 -"A 35.8 -445 B 4is 34 3 X1.4 0 �tl8 8 8 1818 18 8 B *34.4-412 482t9 t8 8 349 1119 8 83T 4 1 401 9 8 3T.! 1 48.1 18 9 35.8 1 -42.9 18 8 352 9 8 Ml 472 37.8 -48.6 16 8 .9 �Fa 18 8 353 X127 8 $ 382 -47.7 9 8 379 -47.0 T822 2 1437 18 8 36.9 4&1 88 23 38.5 X4&1 8 38.2 .47.4 E86t3 to B .9 -442 18 a U2 .43.5 8 8 38.9 118.5 9 8 38 •47.9 18 8 38.24 9 44.8 18 8 36.8 1&9 8 9 1 3922 �0 809 443 18 8' 18 8 2 .9 36.9 -443 084p pfflMne have been cahfim d Uft pr0red m astsd InASCE 740, Chaplet 20, Pot 4. for Lrnv.Rise adkor ga. The 0*Uftd utt Mte wind Pam= Gave best nruttfp6ed by0.8 t0 OWN010 the nominal (ASD) design prec um Shawn. Pmsum hm been cakdaW based an an erwkwed bu Wr% any MOf Mpe. Risk Cat94MV 0 MaidW The de9lgn pIB89tfB3 a9sure the dim dOa's wid8t i8 in the Ond moue (mons 8j olthe bt9dleg. i1AQ3t garage dOOTaperlittga MH!Trot b8 toasted copngl$taiyln @ $. 7twafte individual arswip n� inlovrer pn3ssw'eer. Fbr main Md hai0111s less sr9t1IF. we 15 ofelat . TMs Table 13 G*tD to usd in ca*mwbcn vAM ArnsKG2rdge Deers. 188 Carrop Cowl •VOMM-1UM, Nwth Cmuffm 27105 Phww (388) 74441011 • Fait (M) 74&Mi5 www.arnWJ bm Pq % ,Miami Shores Village iar AHF'PO\,E01 BY DATE JUL _Jt��NP ZONING DEPT MIAMI BLDG DEPT ;2—A4,ezUM -DADE COUNTY [D' PRODUCT CO TROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENTAWRZ=AGr6)k1fE Wl H ALL FEL) SW 2 5 Street Room 268 AFFAIRS (PERA)ami,orida 33175-2474 ]BOARD AM CODE ADMINISTRATION DIVIIS16KATE ANL) CUA Y HULES AND RF (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad&pv/para/ Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 105 SCOPE: This NOA is being ks d 1 the the use of construction materials. The documentation e iami-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 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 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 91-011 Wide APPROVAL DOCUMENT: Drawing No. IRC -1209-18941-1, titled -Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets I through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and scaled by Thomas L. Shelmordine, 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 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 prebeded 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 and renews NOA # 07-0706.05 and consists of this page I and evidence page E-1, as well. as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utreraq P.E. NOA No. 12-0228.03 MIAM cou Expiration Date: September 6, 2017 Approval Date: May 3, 2012 'Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -1209-189-214, titled "Model # 1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, 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 Bl 17, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 07-0706.05" 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9'x 7' Sirctiona1.Stw1:GwageM.Qor., prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on. Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERxAL CTRTITICATION& 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. 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 Tom L. Shelmerdine, P.E. 041m !2 'rlos AL Utrera, P.E. Product Control Examiner NOA No. 12-022&03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E -1 3 8/8' ATTACHED 3/4' HEX AT EACH TYPICAL TDP FDCNRES 1 N.T.4 TYPICAL DURASAFE CENTER MM N.T.S. 2 I BALL DWUSED M THREADED SHAFTS PER ROLLER e4 GA HW EXTERIER ./RAXED ON POLYESTER ATTACHED (4) 1/4' x 3/4' PER CARRffR SLWE LOCK DOMES WTO VER4CAL TRACKOR BOTH SMES 51W KIN (OW LAM ISDpR ATTACH W/CD 1/4• x 3/491X HEAD SCREWS s� W.T INSIDE ELEVATION -N T8 t /r R-02 Sh. i�ilnmDar TRACK MOUNnNG DETAIL N.LS. KCAL DDTTDN DRPggT - I M 1-' A L I K L 515 I A N I x Be DA 3 SIVH X 2E BA (JALV. STEEL HETRUSS ATTACHED N PER WAD SCREWS/ V/ AT 1/4'x3/4• HEX HEAD END STLF- GDATI EACH HDOOC LOCATOAL ANO � r BEIAlEEN A loomEs 1111(n ICU 9 IMMIDSCM " OOaPS t. SNf/.�F♦♦♦. 9'x14 O DESIGN LOADS +87.0 PSF -67.8 PSF q� 3 • s♦��. L OAR; OP,•:a�s� RESISTANCE ryi♦SS/Q L��, 2110 188 CARRIAGE CDWT WINSM1-8ALM H& 010 WWAXAMCE MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMM 3001 SORT. LONG, FLUSH & OAS SUMMIT PAN WEI BS BY BAT aym/aT w m m m BBT =I BUE cs/oa/m 1209-189 WER 11IMLSOMERLE&II&MMI&W 16 3 1. ALL THETRANSFERRED TTHHE TRACKTRTHE LLOADSI 70 THEVERTICAL TRACK, VERTICAL INTERIOR OF GARAGE JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. MAX WIDTH 9'0' "— 1 EACH VERTICAL JAMBS RECEI MAXIMUM DESIGN LOADS OF. +255.5 LBS/FT & -3018 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED LOADS AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. +�.5 Lb5/F1 4 DOOR SECTIONS SHALL BE 24 GA. (.0218) MIN. EXTERIOR SKIN -303.8 LBS/FT SET NOTE 2 ROLLED FORMED. W/ BAKED ON POLYESTER FINISH & DOORS UPTO 7'0x HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE i1) 3 5/B' R -TRUSS PER SECTION AND (1) 2 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 sll &AL ON PAGE 3 BY 018TAUM0 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS 1D Da" srm END sm¢ NDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. s� VTTH GD RS x 1-u4• B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS MALL BE R3 14" DWASWE RDLLER CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM ear ATTACHED TO R -TRIM E -B BY A DADE COUNTY APPROVED LAB SELECTED AND PAI) BY HEX NEADD43� THE MANUFACTURER. EVERY 3 MONTHS. 4 TUBES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST CCNs VEROCAL � 03 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED oR SPF FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND OM 2 OR BETTER) A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE MALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. x Be DA 3 SIVH X 2E BA (JALV. STEEL HETRUSS ATTACHED N PER WAD SCREWS/ V/ AT 1/4'x3/4• HEX HEAD END STLF- GDATI EACH HDOOC LOCATOAL ANO � r BEIAlEEN A loomEs 1111(n ICU 9 IMMIDSCM " OOaPS t. SNf/.�F♦♦♦. 9'x14 O DESIGN LOADS +87.0 PSF -67.8 PSF q� 3 • s♦��. L OAR; OP,•:a�s� RESISTANCE ryi♦SS/Q L��, 2110 188 CARRIAGE CDWT WINSM1-8ALM H& 010 WWAXAMCE MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMM 3001 SORT. LONG, FLUSH & OAS SUMMIT PAN WEI BS BY BAT aym/aT w m m m BBT =I BUE cs/oa/m 1209-189 WER 11IMLSOMERLE&II&MMI&W 16 3 c d) i LOIS I um aS m 3'd 3ummu 19a0a a mm wo I m/m/ B ma IN S16=71-ON 08981 II6 d luff RPO )1 BMW 16= 'SHO 000E mums RPO QOZT# 'IIaow 000E damumn OOZT# 7aaow 3ONVLSISM LOVcm 3'HM 30M S A 'ds IYJ�6B�-�a.�� NIW � 31 3tlnL'ltglLS 1 � Ad 9- �" did 0%9+ sam 8L989 oid %�^�� xNs�3w xvw I 01 mar Saesv A madmslu I Ail I Al aft -I Ndl .e IYJ�6B�-�a.�� NIW 3tinLOna1S 31 3tlnL'ltglLS SaMM AS SOW 00 O% M Nalltla "b& '3 Mans 9NUNrM NST! V 3atAtMd Ol XN =31N= 36 NVO S1'ffia aw so" OMTIK 06-O A91'mN aa! SN3N31bV! 3sn 'tan uH3N63mi3 .4/1 A '20 .03 N3NL SQN3 Niltld .9 9NLLNVIS .4/E-8 X .8/E 2a1FiONV 3A3313 IL M SMd 3Sn '=8 NO9d .9 SiL "LSV! M SHIVd 3M 'SM UN3WOW •a/1 38nionas of 1N3NHOVJ-LV eNdr wom SH000 TIVl ,*t 01 do .9,9 5O9 N0IivanstmO0 N0V2LL 9M0VdS 13XOVH9 MW aai E 3JVd NO ca 31atl1) 33S —1 , 8 '10 1 3011di WJVlL. .9i9x�-./,a��aw 1331.5 A7M W M am x .9/9-t X rola .gv9 (c) HLVA MW SON V SLMO 33MIS XOVaI OZ-. N0aVOO1 Saa. LV SX: S1nN amv SL'ma 3a11dS XMI 8/9 X Oa -.4/1 (4) /A XOVal aL OM1 SL'M 9V'1.8/S-1 X via 91/9 (D /A RWr LIMA M a3MV1_l.V 13)iWW OV -U 919 et TABLE 1 TABLE 2 DOOR SECTION. HEIGHTS DSR TRACK ATTACHMENT SPLICE HEIGHT Btm #2 #3 1 #4 1 #5 #8 #7 #8 HEIGHT A1 B C D E F G H' I J K L M N S 13'8" 21° 21" 21" 21° 21° 18° 18° 21" T 3 14° 27" 38° 46° 68° W . I I78" 12'8° 21° 18" 18" 18°. 18° 18° 18° 21" 8' 3° 14" 27° 38° 48° W 88° 78" 88° 11'6° 21" 21" 21" 18° 10'8° 21"121"121"121'121-121-110 3° 14° 27° 38° 48° 88° 88" 78° 88° 100° 112° 21" 18° ' 18" 18° 18° 21° 11' 3" 14" 27" 38" 48° 58° 88° 78° 88° 1 110° 124° 100° 910° 122" 138" 88" 1100" 114° 122° 134 148° 14' 3° 1&1 27" I.W I46° 88" 88° 78" 88° 100° 114° 122° 134° 148° 180° ALL TRACK ATTACHIdENT SPACING +/-2° ALLQYdED WIiH SYP �2 SPF NQ. 2 QR BETTER ONLY r» 3 u qr ABY MWM OF am A Em oz a lo B a'Dm m m O��,ra L. SH£(�eeeee a qu�. 9". li S� -. No 8048578 2 OWQN LOADS +87.0 Pg —87.8 asF � ' LARCE MISSUE •• .�J �: C�'pav IMPACT...R� RMSTTAN 1A la mm"m MW WMQ*.Mmt um mm WVVAKWAM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 OW. LONA. FLUSH & OAS sumbnT PAMU ON.WA BY Ul UIE W616 I mmm9m Blaney sa mE m^w IRC-1209-IW21-1 6 lid L FL VC � OOIBSB DEET S Q• 3 JUL-20-2012 07:33 From: a WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUK" PLONDA ITS MPH T0:19543zil155 Paae:116 GARAGE DOORS Design ptessues have been =bA tad Wn9 procedures listed WASH 7-10, Ct+r+pfer 90, Pad 1. for Lavr•Aise B Ldkgng. The aft utMmte vAnd pmsaules have been mMWed by09 to 0omrenm Ote n0mbrai (ASD) d831911 ptes6ues ehWNA Prmmx m have been cakdaled based an an wckmd bu Mbs any ro016i ^ MRk CalegmY 4 M84M The design ptassues en0 zone f20ns 6) of ft bu8dbW mostgarege dooropa *69 Rol not be Toasted aa+rpl wyln =M S. ThexAm ind'M&W riuns wdU n�rB in tourer . F0t mean roof haigllffi lis 8>TiT115. uce 1S �dEb. lhisTabie is o*tDtowed m co*xmftnvtitAAmat?Qarage 00M 185 C Colst • VYbrsODl�SiJern, NDrtlt S�tin9 2714,5 Phone(=)744.31009%tPM) 7gd- % EXPMREC asuRE C oast Door mm Roof assimPrssaute o I 7 1ti 35A -44.T 9 7 353 40.0 18 7 93.8 -AIA 19 T 333 -40.4 8 7 1s 38.1 .433 9 36.7 44.6 18 7 -03.8 .41 .6 18 7 33.9 41.0 8 T 17 38 8 .05.8 88 3827 9 EiE 7 1 7 34.3 -415 7 1a 37.0 1 -484 9 738.8 45.7 48.8 18 7 351 4Z.7 18 7 348 420 A 9 7 T 19 37A 46.91 .1 -4&3 is 7 39.5 43.1 18 71 7 1 352 425 18 8 T -41.8 37.8 -47.4 7 373 48.8 t 7 37.1 -438 18 7 35.5 43.0 8 '� 38 -0 8 737.8 -4T.3 18 T 302 -04.1 18 1 7 SLO I 43A 8 7 22 Sas d8.4 eSM 18 7 1 .477 338 1 -44.9 8 39.3 -03.8 87 16 a 22 38.9 48.9 e 7 e -48 1 736.9 9 8 44.8 18 7 38.8 -44.2 9 7 24 39 3 -49 9 7 38.9 48 6 1s 7 373 -453 18 T 38 a -04.8 a 7 38.8 398 49.7 9 7 39.3 49. 16 7 37.6 -4S.7 18 7 37.3 -45.0 T0:19543zil155 Paae:116 GARAGE DOORS Design ptessues have been =bA tad Wn9 procedures listed WASH 7-10, Ct+r+pfer 90, Pad 1. for Lavr•Aise B Ldkgng. The aft utMmte vAnd pmsaules have been mMWed by09 to 0omrenm Ote n0mbrai (ASD) d831911 ptes6ues ehWNA Prmmx m have been cakdaled based an an wckmd bu Mbs any ro016i ^ MRk CalegmY 4 M84M The design ptassues en0 zone f20ns 6) of ft bu8dbW mostgarege dooropa *69 Rol not be Toasted aa+rpl wyln =M S. ThexAm ind'M&W riuns wdU n�rB in tourer . F0t mean roof haigllffi lis 8>TiT115. uce 1S �dEb. lhisTabie is o*tDtowed m co*xmftnvtitAAmat?Qarage 00M 185 C Colst • VYbrsODl�SiJern, NDrtlt S�tin9 2714,5 Phone(=)744.31009%tPM) 7gd- % EXPMREC Dow AMM Dos WOM Mom Rod HWS poodkan Pr o Posillv9 -Aw. 8 18 X40 9 a34.9 -03.4 18 a 33.4 404 18 1 8 33.1 4V 86 to 36.7 d48 9 8 35.4 -03.8 18 8 33.8 409 18 0 0.6 1 401 838 t7 88 •4ls.1 9 33.8 44.5 18 8 3W6.3 41.4 18 d08 8 8 t8 368 1 45.7 36.8 AS.0 is $ .> •dt.9 1s a 34.4 -412 8V.0 19WI aro 46.2 9 8 36.7 45.8 18 424 18 8 34.6 -41.8 8 20 37.4 9 8 37.1 48.1 18 6 35b 429 18 8 a 21 47.2 ]7.8 d6.6 16 8 -43.8 18 8 35.5 -427 8 a 22 -47.7 8 47.0 18 $ 7 16 a t35.5 -45.1 8 8 23 -48.1 9 8 -47.4 se a 402 18 8 302 •43.3 8 8 1 24 Wa I d&S 9 1 8 35. 7 18 8 38.8 -44.6 16 a 38.8 43.9 a 8 25 3924s0 9 8 30.9 4@3 18 8 2 .9 1a a 36� �i4a T0:19543zil155 Paae:116 GARAGE DOORS Design ptessues have been =bA tad Wn9 procedures listed WASH 7-10, Ct+r+pfer 90, Pad 1. for Lavr•Aise B Ldkgng. The aft utMmte vAnd pmsaules have been mMWed by09 to 0omrenm Ote n0mbrai (ASD) d831911 ptes6ues ehWNA Prmmx m have been cakdaled based an an wckmd bu Mbs any ro016i ^ MRk CalegmY 4 M84M The design ptassues en0 zone f20ns 6) of ft bu8dbW mostgarege dooropa *69 Rol not be Toasted aa+rpl wyln =M S. ThexAm ind'M&W riuns wdU n�rB in tourer . F0t mean roof haigllffi lis 8>TiT115. uce 1S �dEb. lhisTabie is o*tDtowed m co*xmftnvtitAAmat?Qarage 00M 185 C Colst • VYbrsODl�SiJern, NDrtlt S�tin9 2714,5 Phone(=)744.31009%tPM) 7gd- % 3'151' 531 �.SIC e�) BUILDING 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 PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING me 9 3 pMOICETIC JUN o v 200 Bye FBcI o 3— 1 �� Permit No. ILD Master Permit No. ROOFING s�l , zeet City: Miami Shores County: Miami Dade - - Zip: � -31 -�5 8' Folio/Parcelk 11- ?5 2.0 t -026 a0b96 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Ne '/�J (��i Q Al-i7i Phone#: 30 S7 Z 1 -' i061 Address: 11 0® I v e - I b Pb_gyp\ r3�y City: C 1,1 (/�-�i�l �� R � State: Zip: D� Tenant/Lessee Name: n D n� _ Phone#: 4� o°�®� 1 �4 1 7 - Email: 0 b.otk_ VC CONTRACTOR: Company Name: o W/) r �. b u l I G� �; k- Phone#: � 0' ' 2 ®l09SCJ Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ Contact Phone#: Email Address: ' DESIGNER: Architect/Engineer: Phone#. 01 Value of Work for this Permit: $ b ®. 3 SquarelLinear Footage of Work: Type of Work: OAddition DAlteration ONew ORepair/Replace ODemolition Color thru tile: Submittal Fee $ Permit Fee $ O 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) _ Bonding Company's Address City ` State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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. "WARMING 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 Ill not be roved ander reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was aowBW11ledgeed befthis The foregoing instrument was acknowledged before me thisday of .l f/y►� , 2013 by ) i bday of .20 _, by wh10 is p rsonallyryknoown to me or who has produced who is personally known to me or who has produced I ' /�V kidentification and who did t pS oa as identification and who did take an oath. ' NOTA R P IC: cUeo 23 `wa 2fj 5 NOTARY PUBLIC: ait`Q 12a8� pssp. Sign' Sign: Print:J ` a€ aedtp�ou9 Print: My Commiss n Expires: '"""" My Commission Expires: APPROVED BY / Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/1o/2009)(Revised 3/15/09) Clerk Florida Building Code Online Page 1 of 2 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtjYlyI... 6/18/2013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 Summary of Products FL #Model Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLi5558 RO C CAC NI011082.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation Instructions S-2104 for FLi5558 RO JI S-2104 SS.odf sizes, configurations, design pressure ratings, and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation details. Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.odf Created by Independent Third Party: Yes 88ck Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W 9W5 I Yk S�ist C ,X._. i FE http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt YlyI... 6/18/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILD, ER DISCLOSURE .STATEMENT NAME: D� I fir✓ IJ�Z�1 � DATE: Zane -3 ' ADDRESS: am 13 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 yourown use and occupancy. It may not be built for sale or lease, you sell or lease a building you' have built yourself within one year after the construction is complete,.06law wil 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. LCA and with -holdings tax and provide workers' compensation for that employee, all as prescribed bylaw. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and Initial each paragraph. I. 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 Iact my own contractor with corW restrictions even though I do not have a license. itis! 2. 1 understand that build'mg permits are not required to be signed by a properly owner unless he or fie is res risible for the construction and is not hiring a licensed contractor to assume responsibtifty. 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 flied 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 h� or e n bars on permits acrid contracts. initial 4. 1 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 substantiall Improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I but r u Ily Improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owger-builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working o building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law an r municipal ordinance. Initial -331� 7. 1 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; maybe 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 ownee-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 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 soda) security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers comnsell n for the employee. I understand that my failure to follow these may subject to serious financial risk. initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activityy, I will abide by all applicable laws and *uiremern that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinance, building codes, and zoning regulations. J Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the Be M� United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Ucensing Board at 850.487.1395 or h dAvww.m oddelicense.com/db r roidlbAndgifts Initial 11. 1 am were 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: initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to arty of the inform 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 Constr4ucUon 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 iahetherthe 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 Z/-& day of rrAve e . 20 / Z as personally gy�� C who wknown to me or who has � Property Search - Report IF Property Information: Folio 11-3206-035-0080 Property Address 988 NE 93 ST Owner Name(s) DESIREE ORTIZ RODRIGUEZ Mailing Address 988 NE 93 ST MIAMI SHORES FL 33138 - Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,827 Lot Size 12,157.54 SQ FT Year Built 1951 Full Legal Description MAGEE & HAWKINS SUB PB 51-5 LOT 8 LOT SIZE 103.030 X 118 OR 14671-1132 0890 1 COC 21322-1855 05 2003 1 IMPORTANT NOTICE: The 2013exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1, Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $153,373 $146,495 $139,520 Building Value $174,250 $193,799 $194,888 Market Value $327,623 $340,294 $334,406 Assessed Value $199,247 $195,917 $190,211 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Portability Assessment Reduction $0 $0 $144,197 Save Our Homes Assessment Reduction $128,376 $144,377 $0 Homestead I Exemption 1 $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez -Camera Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$149,247 $50,000/$145,917 $50,000/$140,211 School Board $25,000/$174,247 $25,000/$170,917 $25,000/$165,211 City $50,000/$149,247 $50,000/$145,917 $50,000/$140,211 Regional $50,000/$149,247 1 $50,000/$145,917 $50,000/$140,211 Sale Information: Date Amount OR Book -Page Qualification Code 4/2010 $430,000 27270-2390 Sales qualified as a result of examination of the deed 5/2003 $270,000 21322-1855 Sales which are qualified 8/1990 $96,000 14671-1132 Sales which are qualified 8/1983 1 $87,000 1 11882-1574 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: gis@miamidade.gov Generated on: Wed Jun 5 2013 http://gisweb.miamidade.gov/PropertySearch/printMap.htm 6/5/2013 06/06/2013 16:29 FAX 1 800 685 7330 DATA SCAN FIELD SERVICES ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Permit No: 124'o,2 � ` 3680 93057515311 06{06 16:28 00'45 1 OK Building Critique Sheet i� Provide cOmPiete state approval for swing door. Wage 1 of 4, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12 -1v -D ' Building Critique Sheet 1) Provide complete state approval for swing door. Page 1 of 1 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12-1231 Building Critique Sheet 1) Provide complete state approval for swing door. Page 1 of 1 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 GL L 14770 SW 43rd WAY, SCALE: 1"=20' JOB NO: 1004-031 MIAMI, FL 33185. R ISEDDATE: 11-07-2011 FIELD DATE: 01-13-2.011___ D M E N S I O N S INC • PHONE: (305) 512-4225 TYPE OF PROJECT: Land Surveying Services FAX: (305)512-1914 BOUNDARY SURVEY FOR: DESIREE ORTIZ RODRIGUEZ LEGAL DESCRIPTION: pROp,Acp. 988 N.E. 93rd STREET, MIAMI SHORES, FL 33138. LOT: -- 8 --- BLOCK: - — SUBDIVISION: MAGEE & HAWKINS -- -- - PLAT BOOK _ 51 PAGE: 5 OF: MIAMI-DADE COUNTY, FLORIDA. s ]� k 1 30.00' Total RMI UA N.E. 93rd STREET 148.00' b365Z r 1./ �nm 17.5' Asphalt ,�dnc en®•ane O� By -.,R-202 3` 608' FND.I.P.1/2°SON 65'S8"(NO ID) N 1 /2° 8LN0 D)N 8=25.0 _ 67 oo Conc.Ugh Pole 29.00' LO N N S I 8 I Brick Driveway I I 34.00' x 4' C.L.F. 0 6.QO' ---24.30' D 6.00' 16.60' 10.65' \ Wood ' O 4' Brick Co 0 C)g 10.00' c" M 17.00' Z1 wall Gate 0 P 10.80' co Brick GO PL Wood 4' Brick o Gate WaR c Brick o .00' 50.30' M Heater CR ONE STORY CBS 11.00' _ N RESIDENCE # 988 cCL Pool " ti o Pumm G an 20.65' J 13.60' to —T o I1v k Q o Concrete 16.80' O Go Gravel 37.65' 7.80'-- c 27.30' c C'' POOL _ 00 27-30' Do 1.00' Gate c c tGaie L- 1 a 5' Wood F. o118.00') 20' ALLEY (Not a Part of this Plat) Replace side door 33" x 81 1/2" opening 49" from NW corner of house (FLOOD ZONE INFORMATION) ZONE: X COMM:120652 PANEL: 12086CO306 SUFFD(: L _ NOTE: ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF ON THE CENTER UNE OF PROPERTY LINE. EASEMENT VIOLATIONS: ❑ YES APPARENT VISIBLE ENCROACHMENTS: ❑ YES COMM: ---- X NO X NO 34.59' 890 FND.I.P.1IT - (NO ID) 30.00' W.P. S.E. Comer N.E. 1/4, _ N.E. 114, S.E 1/4 Section 6-W42 1Z 01 ESI R WIG EZ.0; p Q < ¢ REI (TI NSA] u) SV�AC=StBewatk, 83=fAhhcr Fence, PL= Propety L ne, d DUE=,Drainage Utility Eesmnem, IIP --Iron Pipe, AIC AvCoMitionerPaP/C=PmpedyCstne�Da Hole, WIF= Wood Fence, RES= Residence, L= Clear• R8= ar. f7E= Utiliy Easement, CONC= Comm Slab, RW-Ftighlof Way, DE= Drainage Easemea CdA= Center Lina, 0= Diameter, TYP= Typical, M= Mea�red, R= Recorded, ENCR= Encroachment, COMP= Computer, ASPH= Asphalt, N!D Neil & Disc, S= Set, FFE= Finish Floor Elevation, OMS= Offset, PIP= Power Pole, OHP-- Overhead Powetine, WM= Water Meter. I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF ABOVE SURVEY OF THE ABOVE DESCRIBED PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION, AND MEETS MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21 HH•S FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472A27 FLORIDA STATUTES. DAVID L FLITCH REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 VAUD UNLESS SHEET 1 OF 1 ) AND SEAM GLA L14770 SW 43rd WAY, SCALE: 1"=20' JOB NO: 100"31 D ME N S I O N S INC. MIAMI, FL 33185. REVISED D ETCE, 11-07-2011 FIELD DATE: 01-13-2011 PHONE: (305) 512.4225 Land Surveying Services FAX: (305)512-1914 BOUNDARY SURVEY FOR: DESIREE ORTIZ RODRIGUEZ LEGAL DESCRIPTION: PROP, ADD; 988 N.E. 93rd STREET, MIAMI SHORES, FL 33138. LOT: 8 _ BLOCK SUBDIVISION: MAGEE & HAWKINS --___-_- PLAT BOOK 51 PAGE: 5 OF: MIAMI-DADE COUNTY, FLORIDA. 30.00' Total WVV r,. N.E. 93rd STREET _ r L-3632'11" 17.5' Asphalt 148.00 N16 KI R=25 c �F36995'58" 6.08' FND.LP.1/2° FNu.. 1/2° N R-25 0 ' (NO ID) 88.00' - - _ SNO D) L=1 - -24.67' `o Conc.Ligh 29.00' c CD G89�347" PGI. tri Ui R=25.00' c - - N N L=38.93' I Brick Driveway I x 0' 4' C.L.F. 0 6.00' 24.30' 0 6.00' 16.60' As - DO 10.65 Wood / � 4' Brick O 10.00' CIS Gate � 17 00 � wall On - Wood 10.80' _ co Brick C6 PL Gate 4' Brick ED Wall Brick o W 10.00' 50.30'LU M Z _---.20' Pool N CL Heater o o Q F- chm ONE STORY CBS `m y o � 11-.00'- N RESIDENCE # 988 crn -�¢ t N ++ -'� POOI � p o UMP__"E.M. 20.65' 6.37_' Grave 13.60' c 1 34.59' d 32.65' °D LL: w 4 o Concrete 16.80 o : N co �° Gr el 37.65' 7.80' 0 27.30' _ -c POOL o0 Do LQ LO 27.30' Co E---1.00' 8 7.00' 6.25' 6 ---- - `9° Gate � ate =�_j o aIJ FND.LP.1/2° "a �� _ o_ 5' Wood F. �� (NO ID) 30.00' —4 - -- ------ W.P.P. (NO ID) ---- --- -- 118.00' - WPP S.E. ComerN.E.1/4, 20' ALLEY (Not a Part of this Plat) 10' Asphalt N.E. 1/4, S.E. 1/4 Secdon 6-5342 Replace overhang garage door 89-6)"' x 710") opening (FLOOD ZONE INFORMATION) ZONE: X COMM:120652 PANEL:12086C0306 SUFFIX: L DATE 9-11 NOTE: ALL BEARING HEREON ARE BASED TO THE PLAT BEARING OF ON THE CENTER UNE OF PROPERTY UNE. EASEMENT VIOLATIONS: ❑ YES X NO APPARENT VISIBLE ENCROACHMENTS: ❑ YES X NO COMENTS: - - CERTIFIED TO: DESIREE ORTIZ RODRIGUEZ ABBREVIATIONS: SWK= Sidewalk CBS= Concrete Block Structure, CLF= Chain Link Fence, PL=Property Line, DUE= Drainage Utility Easement IP-- Iron Pipe, AIC= A r Conditioner Pad, PIC= Pro'? Conrer, D/H= Drily Hole, W/F= Wood Fence, RES= Residence, CL= Clear, RB= Rebar, UE= Utilty Easement GONG Conn. Slab, RMV= Right of Way, DE= Drainage Easement CIL= Center Line, 0= Diameter, TYP=Typical, M= Meaaur�, R Recorded, ENCR__ Encroachment COMP= Computer, ASPH= Asphalt NIG Neil & Disc., S= Set FFE= Finish Floor Elevation, 0/S= Olfest PIP= Power Pole, OHP --Overhead Powerline, WM= Water Meter. OF A FIELD SURVEY MADE UNDER MY DIRECTION, AND MEETS 4INRdUMI TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAID SURVEYORS IN CHAPTER 21 HH -S FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. DAVID L. FLITCH REGISTERED LAND SURVEYOR # 4843 STATE OF FLORIDA LB # 0006874 NOTE: NOT VAUD UNLESS SHEET 1 OF 1 SIGNED AND SEALED J RAMMS E GINEERING., [N.C. Kd=.85: 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE . CATEGORY 2 • Height (Maximum) Effective Wind Area or, utary Area in Square Feet 10 20 30- 40 50 60 10 20 30, 40 50 60 • 1.00 0.95 0.92 • • 0.89. 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1' 35.7 20 42.7 •40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 . 50. 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 • 1. 49.8 48.8 48.1 47.4 60 -58.2 -55.8 -54.4 -53.4• -52.6 -52.0 s smaller, but not lessI4han 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: Interior &Exterior Zones (4&5 -Walls). Positive Pressures Exposure C For the .175 mph Wind Zone . CATEGORY 2 • Height (Maximum) Effective Wind Area or, utary Area in Square Feet 10 20 30- 40 50 60 10 20 30, 40 50 60 • 1.00 0.95 0.92 • • 0.89. 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1' 35.7 20 42.7 •40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 . 50. 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 • 1. 49.8 48.8 48.1 47.4 Interior Zone (4 =.Walls) Negative Pressures Ex osure.0 Forthe 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area or, utary Area Effective Wind Area (or, utary Area in Square Feet 10 20 30- 40 50 60 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.96 15 -43.8 -42.0 -40.9 --40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -430 30 -50.5 -48.4 -47.2 -46.3 -45..6 -45.1. 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4• -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone Length of End Zone (a): 10% of least horizontal dimension or.4 h, whlc�!v CATEGORY 2 . • Height Maximum Effective Wind Area or, utary Area in Square Feet 10 20 30- 40 50 60 .=1:40 -1.29 -1.23 -1.19 -1.15 -1.13 1'5 -54.1 -50.4 • • -48.3 -46.8 -45.6 • -44.7. 20 -57.2 X53.4 -51.1 -49.5 -48.3 =47.3 ` • 25 -59.8 -55:8 .'-53.4.. ."--51.7 -50.4 -49. 30 -62.3 -58.1 -55.7 `-53.9 -52.6 .5 40 -66.1 -61.7 -59.1 -57.2 -55.8 4.6 50 -69.3 -64.7 -61.9 -60.0 -58. r ° 7.3 60 -74.9 -67.0 -64.2 -62.2 -6 IS 9.4 6112113 Florida Building Code Ordine ' Lr@h,4r C Cit ! BCIS Home Log In User Registration Hot Topic ( Submit Surcharge I Stats A Farts I Publications 4FBC Staff BCIS Site MapLinks �Y Search i - Busines�%nal!� g�"c"' Professi _-- USER: Public User Regulation Product Aooroval Menu > Product or Aonlicafion Search > Application List Search Criterta Refine Search Code Version 2010 FL* 15558.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL mission if necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: USO -487-1824 The State of Florida Is an ANEED employer. Cooyriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address M they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: F9 ro l M re. IJtg,� E �_ j F I Tvoe Manufacturer, Validated By Status FL35558 New ' ]ELD-WEN ( National Accreditation & Management Approved ( FL#: FL15558.1 Institute, Model: Energy Saver/Contour (804) 684-5124 ,Description: Opaque Wood Edge Steel Outswing Door w/ or 1 i w/o Sidelites i { Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies mission if necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: USO -487-1824 The State of Florida Is an ANEED employer. Cooyriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address M they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: F9 ro l M re. IJtg,� E �_ Florida Building Code Online a 11 Page 1 of 2 FL # FL15558 Application Type -New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Janet Gerard fbc@jeld-wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://Roridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtj Y 1 yI... 6/18/2013 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/01/2012 05/01/2012 05/06/2012 Page 2 of 2 Summary of Products FL IModel, Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL15558 RO C CAC NI011082.gdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation Instructions S-2104 for FL15558 RO II S-2104 SS.Ddf sizes, configurations, design pressure ratings, and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation details. Created by Independent Third Party: Yes Evaluation Reports FL15558 RO AE PER2035 SS.Ddf Created by Inde endent Third Pa : Yes Back 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Comalght 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick here . 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A •v°^1 A � p G � � C O A 4i Ctl an O C --c eui a0 � 4 all y A L O. © » w. o wi rt cl 00 d v a eu m ° o a as d a ° eR a d 0 C 'a, cr 01 oa 03 o� o� o o Q V O CL O o ";, °o o °' A04) o c o o c C 3 � ® O O O O O d 3 O >r 0 :r ea 0 O:o O: I tw x b QX X� xo x 'P- 0.2 O 3 xig c U on C O O //A\\)\ BUILDING DROPS 16 A Perfect Solution in Every Drop Certificate of Authorization: 29578 i 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval =r r r \ Mil Florida Building Code 2010 Per Rule 9N-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Steel/Wood 107" X 81.25" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, 0.97601 Prepared by: Hermes F. Norero, P.E. Florida. Professional Engineer # 73778 Date: 05/01/2012 Contents: F. 7 • Evaluation Report Pages 1— 4 �i ' 'NAL��` Installation Details Pages 5 i I 1111 i Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17.42:30 -04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2of5 IrIlkBUILDING DROPS A\\ A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 //AA\\,) BUILDING DROPS A Perfect Solution in Every Drop 16 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: FLM Date: 05/01/2012 Report No: 2035 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 //A\\) BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 IS SF l� FL#.* Date: 05/01/2012 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.w err. 16.41 3.00" TY . 00 TYP. 13.41" TYP. 3.00" 7yp. � .00 TYR .00 6.00" TYP 3.00" TYP TYR l 11 l l I l 1 1 l I t l I I I I I I I 5 4CES 3.85" I_ r r it rr Ir rr r r 3.00"3.00" TY . .00" TYF I nn. 7.00" TYP. nn" rw H SF T N. SP, @ i 11 25 P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 -- M(AM MIAMI-DADE COUNTY e j PRODUCT CONTROL SECTION DEpARTMRdVT OF PERMITTING, ENV WNMLNT, AND REGULATORY 11 s05 SW 26 Street Room 208 AFFAIRS (PERA)Mian, Florida 33175-2474 BOARD AND CODE ADMIIGSTRATION DIVISION T (786) 315-2590 I` (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) miamidadesov/aero! Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 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 Dade County and other areas where allowed by the Authority Having Jurisdiction (A14J). 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 outer than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material iidis 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 Section that this product or material fails to meet the requirements of the by Miami -Dade County Product Control 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. DESC UaMON: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Ggrage Door up to 9'-0" Nide APPROVAL DOCUMENT. Drawing No. IRC -9509-180-21, titled "Model 950 heritage & Madel b55 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dates 03/1412003, with revision B dated 10113/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas 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 Missi ie Impact Resistant I ADELING: 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 doors side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal alicati been filed and there has been no change in the applicable building code negatively affecting the performance of this produce 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, *en it shall he 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 ## 0941604.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentabon was reviewed by Carlos 1VL Utrera, P.E. NQA No 12«0228.12 Expiration Date: ;September 4, 2013 ApprovalDate: May 39 2012 Phge 1 r NOTICE OF ACCLPTANCE: EVIDENCE ,SUBMITTED A. DRAWINGS - 1. Drawing No, IRC -9509-180-21, titled -Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 13 of 3, dated 03/14/2003, with revision B dated 10/13/2011, 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 -X06-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by Americana Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12.0228.09" "Submitted under NOA # 08-0718.01" 3. 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 along with marked -up drawings and installation diagram of 91x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab; inc., Tess Report No. ATL 0311.01-03R, dated 06/2=006, signed and sealed by David W. Johnson, P.E. "Submited wider NOA # 03-0502,01" 4. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM 297, dated 04/09f2003, signed by Robert Kelly. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shehnerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTMCATIONS 1. None. . i F. STATEMENTS 1. Statement letter of code confo ce to 2010 FBC no financial interest issuedt by Structural Solutions, PA., dat d 04/18/2012, signal d sealed by Tomas L. 1lmerdine; P.E. Product Control Examiner NOA No 12-0228.12 Expiration Date: September 4, 2013 Approval lAate: May 39 2012 E-1 13 W MY WSTA1m.E RDLI.FR c -m 'AC11EN cel x )/e• 14W6'DURASAFE .T b NUT PER BRACKET T RAC CENTER FONGE ATTACHeD FWO?1c46) SCREr, 3 Sre• BBGAVI eRU S A xWo. F0:F1 FEAR SCREWS AT EACH CENTER STILE W N! KLS '' b10TEROLLm DESIGN LOW. eeeeeoe 1 6 ,.J 5 TYPICAL BUM —A � N.T.& CENT IUNfE` 1 lz 3 3 e/4• ABR ql PA INSIDE ELEVATION KT.& .... B• THICXvrtwm 6R 04=0I WISTAL4�'EK SXVI R 1/SA1 P 1 PWSH\ RAO MWCET ATTACMD TD WD® 3/16 DIAM, X 1-8/8• LA0 80LTS AND TD Y/ Co V4• -EO 7AAGf SPLICE AND NUTS AT INS WMIM I�4'^JAMB &J",, DDI (BDIA IAO DOLTS 18/10` BOLT A7TAf84+0 TO JAMB HOLE9 FOR SIRITf 11 GA G ;TT�OF 8TRUT H A fTASLE 9) ON PAGE 8 x'OR JW DRAGNET SPACM p TRACH MMOURATFON FOR 0'8' UP TO 14' TALL DOON p 3 0/871 X EB OA t3 8/8' TYPICAL STILE STIFF9931 J) R7-7TRIR7:f GALVeIEA. R-9T/8�' g N PARE a KT.& FEX yStlt6 AT4•EAOF ERD gff I S70E A)SI tp 4_1 9re• l0:7f SCREWS ABTSIVI EACH CENTER L DUMASAK ^^� a) 2/ ATTACIED Din b• Sawa .LM CAMIM ATTAAM END STILE W/ CD 1/4• x ere• I NEAR SCREVS PER CA90M m sALL srm U.Ste11 RDLLER , 1DE LSC ENOADEB DifO VERTLCN. 'ACK Dw SO7H Sores ere• Ntw /fD 1/41u%WL x SIWH Lee! GA 2` OAF.V� I S/G• R -TRUSS) TRACK &. cwl; mNm TRACK MOUNTING DETAIL (NOL B KTJL -.Wm• x.« s, LAS B• Be Sf®. RETAINER V/ BDTitDI 6EAL 7 Ok50IPi�l ff RLTWOG Ae9 TO1W/FmwxwA B UOImW SECTION A -A (SIDE VIEW)MAX W N! KLS DESIGN LOW. eeeeeoe 1 6 -S&3 PSF �•a No P it LARGE MISSLE i� -A.R•�� AN IMPACT RESISTANT 0 o, 140 QADAADE =MT WSFSTON-SALEM. KG ST108 WWWA•ANRAmI DOTTO pq{ � ,ODHL 860 AGE 94 6A 11000�,�8000 W/( v4 X 0/B Mme, L"OIQO BIRWAI 1 WAn IOUnmEe MANOW HEX NEAB SCREWS W m er as BATT Says TYPICAL BBTTOM HRACKET� By B Owoy AAE w 03/ON �-W-18-21 KT.B. `/ EtdBDk BOMB L MLOW PI UC Na 000570 SM TABLE 2 TRACK ATTACHMENT �3�h ta� �.: sem..... .... Sf r�t®Emmwwalll!..r�YliMo ��}I ^oTY�F, i ��-,e! F/�ie��. k.it,`,�� .I:a....vtl f.. lA�wy1 fi.�fM.. IL� Y.d WGIAMOEMm1,3: .v:, �EiovI�w'w�iJ � � � it l ¢c..._.1�1. I_ ,+ic1....:..�,ll�cx ��. 3�1.,1w. d �il9 Iii :aE Sl a,mt { r�LT.._._,.RA i 4 Q '21 - ! F�7 i��i.i it 3:1'I�'-r��'t�$�K�� ` ?POf �ff..2'��'i It 1)G tsa��..: .i.. � "?.r.1 u � 31 s '�,� t� �St�yI2.�°dA °.�1lib i�'a�,� ��Gyf1 3_..I'� tn. i_ 1�'Ft, 1��P i ,��I fl D�17 f 1l { { q^}ad�'Yl `ti {F.f 91ib J Ijjjjj C �, z�s t i a df� s .�. oma !�f 1?-I€/Iit'l 3 7 3 ,It tI 1.'f�.��[«USII �+ iEt i�C �R. ypf � f'!Ng1 J 1 y •%'��Vf^ `��fyil. �.+'� I��I�kFflr IFk J�YIF Y. LE�3i�f. �rf�E��rI1��lets (Iva !'fry 1 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2 EACH VERICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF., +230.0 LBS & —271.4 LOMPT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACRJRED AND INSTALLED WITH STANDARDS AS SET 4. DOOR SECTIONS SHALL BE 24 M (��FI1ORTH BY DASHA ROLLED FORMED, W/ BAKED ON POLYEM FINISH E XTERIOR SKIN DOORS UP MCONSIST (a) SECTIONS As sxoWrL USE ()S%8'SS 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 2 INTERIOR OF OARAGE --►� MAX. WIDTH Bb' DESIGN LOADS -F271.4 LBS 230.0 SEE NOTE 2 IOOL6RMS �m N rya 1000 , wenr<nRcma nroeSt, Bao B>�BrraG6 r>a 11A) d000, 9000 nOM ON QA%.- - (PA QA) dO00 .9000... SHOAT. LONG, BLIIBH, AND OAR 9UddMltd' PANM SKI BT OW I OAU 02m 1 am8Om 8 1 woBf Aal OAU 03/11/W QZC—M—lW21 MM Td 0 L 9OiBk>a0E M U: R0 0=1 9FET 2 0 3 WOOD JAMB ATTACHMENT TO STRUCTURE SMICU lip CREV5 STA TING • DO' O.C. Q 1/8' EMBEOMEtJT) Lyl .KVIS EMT 3/B• X 4• START FR<Nt ENDS 84' O.C. (8 LY ENDEN EM) HILTI SLEEVE ANWEdt 3/8• X E-3/4• STARTDJIi B• FROM ENDS TF1 UI' O,C. tl 1/4' EMBEDMENT) ITV/RAttSET REDHEAD tTRU-BOLT) 3/8' X 41 STARTZNS S' FROM ENDS THEN 84• QC. (8 L8' EMBEE04T) OR 4 X 31 MEN SCREVS STAR 8' FROM ENDS, USE PAIRS OF FASTENERS (31 APART) AT 8• V. tl 1/8• E!B)EDIMM PI FAS EI ERS qfT)AT G 1/ SEMBTARTM 6• FROM E, USE PAIRS OF '3/8• X B-3/4' ST ' FRDII ENDS THE L O.C. tl 1/4• EMBEDMENTf tOR. USE FASTENERS FOR HOLLOV C-80 SLOCIO MLADS AND B®.TS CAN BE CMNTERSLM TO PROVIDE A FLUSH MMINTINS SURFACE SPREPARATION OF VO® JAMBS BY OTHERS STRUCTURE STRUCTURE ST�RUCT� GRLRITED STRUCTERE O-3/ 1-1/D' MIN 4' . RX6 JAMD 1M 61 47 t SHE(l DESIGN LOADS�a�,�4;,•`�;EfV�S •• +51.1 PSIF •a••V F• "B0.3 : No 0048579 AVAILABLE TRACK CONFIGURATIONS Rff� ABT pJ1 Dh1E DIJI2/C3 1 OPDBAIOIDiB N.T.S. _ B �� D1 18E DAIII =410 1 ERC-9J09"1HO mm I" L own P£ UC tb, POml DEET I tF I