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WS-09-2058Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 151167 Permit Number: WS -12 -09 -2058 Scheduled Inspection Date: September 16, 2010 Inspector: Bruhn, Norman Owner: GARCIA, VITRA & AUBREY Job Address: 120 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALL AMERICAN DOORS, INC / ALL AMERICAN GARAGE DOI Building Department Comments September 15, 2010 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060132550 Phone: 305 -885 -8088 REPLACING 1 GARAGE DOOR. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 131581. No Access NB Page 18 of 23 • • Ma-31-2010 • r'• Js • ' . ee - N " s3ae •. • a 2 d 10:18 305 933 5535 s. . • T. 1 COO :011141:411414;01i . • ,Oppaea's Ad [;esS • / • • ; JEL A i l d n s xa T c A be ,g [e CUY ildia�� s*iildee t e d : i • E S _ • • • . • - •' .. .Zo *P..'••^ . - • • � s� _ ?is =Neu/ y3' . • . - . : - : - . • •etivin 'pe .S • k diA • :d. • - - ' _ ON1 T 1k- `^ , . a • • • '- ?sle [+i•... ' . ' 4. • —---- . '''� • �� ' Z' erase' • •L-- 3$/ . . #taii "'VA • 46 • a39494 • • tact phone : '� _;. • Co 8 —A387" .' �r�" : . • , : t stiEt lneeis f nie4fa ; . !l AtrF ltyr+itt�M�r+*yii33rirtka,n. g4'e_Yii 4kl ee:4. • • • • . • 305 933 5535 P.02 • - • • ' Zip • • • • ! • Ski nt es�i'7F'�o4ge;©!'�Ye .. -/ Z -; - .- - . • .� 't ssi9t#r'#il•,ira��t•!i!-k ;Re �'lr� °,:;y.; ` s • L • J .- - ' s . " . Viopitiab dgi s ;; • : • ' • 7 • •.. . • S14ru ize�rie�v. 3 • _ L. • • • • . 3 'vtal3 •lVewRue 3 . • • - • • • _ :• . dtbE =SO OT TS 211d RUG -3131 201ia 10:18 305 933 5535 sS:4 • ., JdtCat is ltenby atm t0 oli nun• 0 permit to do the worle aid nstallattons as meted_ I cosi*. tbat'nd wor�C or cn has • •` oazmda ed le theitigaande':of a pe rnit•arid that 'work wilt be �'_to.meet be' of an 1s isjeoafing c�psi tion 4 Ids; jur • 4 c n. 1 i a a s permit must be se, d CI`1tiCs�L 'WPM ^ P1.• NG, &GNS, • • : V-- PO LS, AAES, ; , : , H EAAT'FRS, TANS' and AIk COND�3 O ERS,x ETC...•. • E ' • t =tkei 9a 5s acrait and�tEiat adl wow will ec;ne in complieaeit1i all S..: it ) r ' _.to A •'> . • • S . .. • • � ;L ust - ' A �fsai. :t:: e f uanee oho bsIasig pa 'v tli an '+naied itairie =Wig $.St7 t t 'a must ° "' =_psAuri�3� in g rT ib' atT :oftf ?4oalce gf anirn turd c cik Ikafa v bradta g be it a •to ; the piossn w�os+e,grype+ i it u5j i n ia ; a id 5111o, a tinged cons 41g recorded 'nOnce neat st be poaiels�i tie ab sire • • !a�' r ,� Vt an: Tulin octant si trati I) days often t p !•7t is • � •_In 4�1e abs¢Qne of suck jO teri , the _•:- ... % aPe etton.wi a fire' nit a':�s .s bethaI d x . •. Sirg�a�e , or. �` 1 'been; ras this � . • The foregoing'' '. t 9,cvs �' _ ;tare mbasj_ .; 2O O b � � � d;tyoi `; /t , w -:l��i h awn of ire 'who red ^ . - ' 'vac: is'perso�y7aiown-lo nib or w1w hasp • • ... _ : •l1s &or l 'Won oath:: �. 1 • as i iCt who fake an aa8i• • • • • } • .• • • • ..• • ' • mo w _ `•. g ,ti :•- .'.' • a �. s • •a b , ' Yei •- FAI TS , • 10 :R O •A •' "l QF t *l XT • IN YOW. PA► G - ' ' ' ,. :FOR !O• • 7 OTJi PBO I • ;YOU: NT •T9 ;VB'r 1 ?' : 'Ti�E `IZND . -wit= A1rORiNEY SRORE 'COME OF COS , +y cEMEN' : ' r s -. • r • BRIWEVR. HIGGINS• ;.� Cofit fission DD 8234 December 541012 a. t. . Inigris4IMOMI La" IH[OGINS r .commission fires p ec e D tttl e ? 5 53 2O01. 2 •. •• " • r • ::t• . • . 4 *aae,i e d • E� .f - • _ } . gri t O7JiQ1O: e#1444414)9) • it' .. • 305 933 5535 P.03 • - • " • TOTAL P.03 d17C :S0 DI IC 2nki BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing ++ �� �� Owner's Name (Fee Simple Titleholder) 6 ��,Z-+��/� ( oi'- -hone # S 2/2- Owner's Address 1.10 /•-) // E q 7 Cit �/) a) in 1 iSh &AR- State 'Pi Tenant/Lessee Name Contractor's Address City Th i ' State Qualifier Name L L t ,d (6- State Certificate or Registration No. ©®c) 0 1 1✓24ti Architect/Engineer's Name (if applicable) Type of Work: Describe Work: Miami Shores Village © w - M Building Department DEC 1 5 Z 09 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Zip Contractor's Company Name 4'� / '? 1 'JA OrDa6 Phone # Job Address (where the work is being done) 12-0 / 6 c i 2 5 T 0 City Miami Shores Village County Miami -Dade Zip 33 / 36 FOLIO / PARCEL # Is Building Historically Designated YES NO BY: Permit No. V\I$ ( 0 U5 Phone # Zip Phone # otiG 5 - 7 6 Certificate of Competency No 000 0 f 8 z 11 Phone # te+ Value of Work For this Permit $ 850 Square / Linear Footage Of Wqrk: S ['Addition QAlteration ❑New Repair/Replace ❑ Demolition ( a��x**** �x�xa: �x******* *•x�x *�x�x�x�x�x�:**** * ** *�x*** F �x�:******** �x�x�x* �x�x�x�x�xa:* *4i:x�:�:�: *�x�x�x�x�x�x�x�x�x� *** 7 l C1 Sub ttal Fee 4S • 00 Permit Fee $ ✓/ 6 CCF $___(.1(040 CO CC Notary $ V Training/Education Fee $ • Technology Fee $ • ! J� Scanning $ �J ` Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now &u .. 20 Se Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Signature "°`X (Revised 07/10/07) Owner or Agent Sign: TART PUBLIC STI OF Mk Print: 1""'''.., Raul P. Martinez = Cuu uuaaiuu # DD732653 My Commissioq,`+, - fires: NOV. 26, 2011 BONDE) THRU ATLANTIC BONDING CO, INC. 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit • • ued. In the absence of such posted notice, the inspection will not be approved anjl a reinspection fee will be charged 1 RN Lis r b G41 _d!`7 Signature The foreg ' g instrument was acknowledged before me this // day of , 20 , by �'�iCJt3STV ,6J &c who is personally known to me or who has produced 1 v/ r who is persona As identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: '011./17"7�T Contractor y� The foregoing instrument was acknowledged before me thi6 day of , 20C , by ' , r who has produced as identification and who did take an oath. NOTARY PUBL : l asive L og a r Raul P. Martinez Commission #DD732653 NOV. 26, 2011 BONDED THRU ATLANTIC BONDING CO, INC. *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning r Florida Building Code Garage Door Windload Design Pressures Report # DPR- 091207 -A-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Ernesto Garcia 120 NE 97 ST Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 40' 0" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +41.3 PSF The following Clopay Building Products Company Doors meet the CIop9PAt def 4$; a ( � - 1ores \/ H-1a _ ^n_�D BY ZONING DEPTI I ii 9! ncDErT R Thrr Design lloads shown a • o " /4401/HDG/HDGLW8, 8'0" x 7'0 ", Approval # 07 -08 Fl • - ' .E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 12/7/2009 DATE I Negative Design Load: -46.9 PSF stated loads: the measurements listed above for "enclosed" buildings, and require thaf th�tlti�f#iln9f2�g requ rements of Section 1626 of the 2007 Florida Building Code for wi beSrrfe dabria�ir�#�jg ? ,Ye0 l�ur�ic zones. �o �s The related calculations do not address t jambs br structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. .. ... • • • • .. • • • • • • . • • • . .. • • • • • • • .. • • • ▪ . . • • • • • • • • • • .. • • • • • • ... • • • ... • • • • . .. • • • • • • • • • • • • • • • • • • • • • • .. .. • • .. • • ... • • • . • • dload Capacity: +48/ -60 PSF. MIAM MDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2" EPS Insulated Garage Door with Impact Resistant Lites to 9'0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control, Apptovai ,tam with t: the Notice of Acceptance number and expiration date by the Miami -Dade Count Product Coil 'ol v soon. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant f LABELING: Each unit shall bear a permanent label with the manufacturer's name or l ty, st¢ and following statement: "Miami -Dade County Product Control Approved ", unless otherwise nrsh m. RENEWAL of this NOA shall be considered after a renewal application hat been file4n& th'e en no change in the applicable building code negatively affecting the performance -of;s iroetuct TERMINATION of this NOA will occur after the expiration date or if there has been a ievision/ o 1 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b•tht9aarufscCurer er its • • distributors and shall be available for inspection at the job site at the request of ti littiidtm:Offniat. This NOA consists of this page 1 and evidence page E -1, as well as apprgv it dpFgntpl ri5eitti4ne.r41ltve. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buldingcode •• • • ••. • .. . •• • • • • • • t104, lY® a7- 0607.14 • • • E d .I12te: f epteeiber 24.2012 Approval Date: September 20, 2007 Page 1 ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, 3) Cyclic Wind Pressure Test, Loading per FBC TAS 203, Along with marked -up drawings, prepared by American Test Lab, Inc., Test Report No. ATLNC 0823.01 -06, dated 12/18/06, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM E8, Reports No. HETI -06- T604/605/606, prepared by Hurricane Engineering & Testing, Inc., dated 09/22/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04- 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500, prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated 10/04/05 and Report No. 3094867SAT -001, dated 04 /13/06, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS 1. Statement of code conformance, dated July 31, 2007, signed and sealed by Scott Hamilton, P.E. 2. Statement of no financial interest, dated July 31, 2007,.sigx�c1 end se�.ledb Sg,gtt • Hamilton, P.E. • • • • • • • • '/t • • • • • • • • �� ,4 /y8/07 E -1 Car s M. Utrera, P.E. •• • P • • • • • • • VOA Nq 074307.14 •• • • • i$atton b tte:;setfte4ibgr 20, • Atlprovatb?te: 2e, 2007 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :• f' ... ' M • •N CENTER STANCE 17 0 , I "agl ?T'.. 'T ••. 113 • F:7C ..3.371 L`r 1 ST ^ f-71222.ii.;Li2a713 1/4' 3 3" (1 -1/4" EMBED) RW TAPCON CONCRETE ANCHOR (2 -1/2' MILL EWE INSTANCE) 10 -1/2' E'C1i - MiltE i�7 Iti:i.r v 11Wn ..:.413as/i4i».3M3LE 3J • 410 .e.E7iS.:.i�.i• 7 , 7 , 31t:7II/41/ -7.e CiERSE 3^: MIIIMI•11=fEt 4x'7 41I• .3rRSf (II - YriS'IF.. :t11,..i I LEiMI.22a 1JIf137.21 ± e11111111lE'L)i 3R)iEClhe 1a.1.-7T2S11.T IFII72;i1r3121 Fc 11111 1 101103 91) 06 3 1roY .. .: /N00L 70/67. 4]00 /77 11007 + +0.M moms CLOPAY MODELS 4300. 4301. 4310. 4400. 4401. HDGL CLOPAY MODFLS 11400. 11401. 11300. 11301. H31Q HOLMES MODELS 66. 67. 6$ am TERM& TRAM SM WAN ow EAM BM GE DOM r 3 3" It 0.038• MIN GNAWED STEEL BACKER PATE* ATTACHED TO A MOR SPUN HRH PATENTED 8313-L -LOC SYSTEM (NOT Yi$BD E FROM OUTSIDE). 002100 SEMENT PLATES ARE LOCATED AT THE P AND BOTTOM OF EACH SECTION AT EACH HINGE LOCATION. roA4 1-- wax.. ° ('W)ORR R' -0' GseF ttFVAT21 MOO Rama 2 -3/4' �- 2 -1/4' t11I42 (A Ilaa /Lr SHEET METAL 7 -1/2' _`_ 011 t 4' 1]4' SELF ® Fe@ 18 RR marrit41 JAMB CONFIGURATION 238 0002 JAMB 12 GA G*LV. STEEL MACS BRACKET FASTENED TO WOOD JA / W A S VAN ONE L40 0000W BRACKET. 2' CALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACKED KITH ONE 4/4'80/8' BOLT @ NUT 00 TWO +/4' WVE7S A VIEW "B" oi 00 m SEC OF Mak A OPTIONM ONE 008 OF 077401- R60TAM MONO IN TOP SECTION (MOWN) - 70- 1HE!TOP SECTION 030T W MACRO INJECTION MU IS 18-1 t •E , Ld SI%24327. AN APPROVED 002 PLASM 04 SEE SECTION 8 8 FOR SEVLASSEME OET4LLS. EOM MIMS) 020111 UMW OF SAC11EDEN MUM TABLE 1 DOOR 410041 U OF SECTIONS • • s¢me MG Bmm COA T'.4 • T 05 (0-016'.744) COMM 144 8018 Dm, KELM X 87 T AUT15 ARM 0-40 71704 0114. 0710 -911 08105/04 MIND TOP 0041 0791 ®10 SBTN MOTS OF HMI MIL 7 -1/2' TORM2 Ar18 STOP MOULDING BY 0003 INSTALLER (N SGT). L�' • J 18 GA. GALVANIZED STEEL END 570E (ATTACHED TDTH ONE 080000! 7STALLE0 18-18 . 1/2" WAFER -HEAD SCREW MD ®FURTHER SECURED UPON INSTALU1IUN WRH HINGE SCREWS IVY 18 OA. SN.V. STEEL WE4. tom FASEMD N P1IEROD 5336/07074ER PRATE SRN (4) 21488 /8' SHEET METAL 004644. 7/10' ROUND TA8KWT 6 WSTNLED ON DM POLLEN SKINT. 14 OA MLR. STEEL END IWos FASTENED TO rem sun 6/15) MEN 51545/8' SMUT METAL SCREWS @ (4) 1/4' SELF TAPPWD 508EWS. 2' 10 BALL STEER. ROLLER (1- 3/1017/1614') WITH STEEL OR NYLTON TIRE ® SECTION B - R / naE v • FAMED To mum 800 TO 8 v 3/P PAN MEAD 24 OA ION. P 4 '^•' SK01( SHORT RAISED PANEL 24 04. . 1113;.•' S •4 • 1 P 4. SECTION A -A 27 CA MIN MDT= SKIN( WOE RAISED 601014 FRAM CHMOML SMARMS FRONT AND 0IN4 5141 OF 0040. 14 OA (ULV. ROLLER WNOE 7044 1mMC 7*3101EEO TO END EWES WTTO (4) 51440/4' 1/4.43/4. METAL 4) SCREWS. SEE' 7010 3' TALL 0 20 G G01.V. STEEL 11-BAR. TWO WBARS PER 3001:077. EACH 11-892 ATTACHED WITH 1/4'33/4' SELF TAPPING SCREWS. (2) SCREWS AT EACH ENO AHO OP(ERMEB. STILE LOCATION. 00 04 (0416 4061) =TTHOR STEN. &64 (0&72018 OUNJWT WITH 0 -40 ®m. dmv. wars-WI mow AND A COATCOM � MT NPAINTED SOM IF STEEL BM 73 OA 051.0. OM@ 007104 BRACKET, ARACMp. WW 114 1 (2) 6/8' SHEET METAL ALULTNT0TRA Si WU90N & VON. WEATHERSTRIP. QESIGN LOADS: +48.0 PSF OE40N EN00EB1 MDR NWITON. MK 7LOd04 P.E 714 64207 .0 PSF. 0' I'x2-L •• E`74I 48 2 21 / 131 1 1 0 1 W71� �.ruy�v�a��rr ?4i s 11 411.241M131W1741EWI V •� 1 ""Milm1•!S2•IE 7 ION MilET9FrViiiL•11 'JE3•ES• 832.74111. ulWare41881018 cool {z.S7i(IJiFi /El1iLSil.:1J a i4:3411212 R• 1Q:l11EYYi'9311R3•Cni'T1114318 P.241fTCi^15 /i413MICIF_. 7 , 77 T 10401 Y1dL11 7.241372AFALF?li 4 EFIlir - .71241.112 7.241187 sE�V3211•711 1 44 • • 'TRACK CONFIGURATION H0RIEONTAL 15'" SUPPO01 9'• DOOR INSTALLER (TD BW7) 091144 NAND • J,F 000M 0148 IF HIM •0 T" 9110I1CAL TRACK ATTACKED TO ALTO BRMKET• • • • WITH (1)3/0'.3/4' CARRIAGE 1113. • • 13 OA ONLY. STEEL FLAG OMCNET. EACH FASTENED 1 • • • IMOD JAMB RRH (3) 5 /4011 -1 /2 4000 40 5000p8. VEMRN. 14408 ATTACHED N 1ORROVTN. 14400 1I01 (2) 1/4'33/4' TRACK BN.T& 2' OM.V. STEEL TRACK, TRACK THICKNESS: 0.080'. 151, 2- 1/2111 W 0144. GEC/ TRACK BRACKET ♦ TRMOK 8RA1T(E15 PER SORE P O 8• NWT) THICK 2821005 701 SIDE G(LP N T TO' W.��yO�X� 8 7140[1 6007119 PER SOE(UP N 11• ^�^I. JAMBr"TO SUPPORTING STRUCTURE ATTACHMENT was: 1. ALL THE LOAD FRO THE DOORS TRANSFERRED TO 111E TRACK ANTI THEN FROM THE TRACK TO THE 238 VERTICAL SYP (GRADE E 12 OR BETTER) ALAS. NO LOAD FROM THE DOORS TRANSFERRED N THE KORa0NTA1. (FOP) JAMB. • 2. ALL JAMB FASTENER MAY BE (BUT ARE NOT RE4NfED TO BE) COUNTERSUNK TO PROVIDE A FLUSH SURFACE 3. A 7/3 STRESS INCREASE FOR WIND LOAD WAS HEW USED O( THE CALCULATION OF AUUO340.0 LOADS OCR ANCHORS AND FASISNERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAYED SOW BY NOT LESS THAN (3) 338 PRESSURE TREATED MS (GRADE 52 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN ORO 1151 NOrm1AL 3K1PEME FIBER STRESS 01 BENWNO (F.). SKID WALLS 10 BE OONTW00488 FROM 400108 TO 1TE BEMIS. BLOCK WALL. OR CONCRETE 208 SID (GRADE /2 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE =ULM CELLS BAGS EMENDING IMO TRE WALL FOOTING AND SHALL TUN TIE emus. ALL BARS mu. OE CONTINUOUS FROY N E TIE BEAMS TO TOOTING PER 0.000 WALL OR CONCRETE COWAN. BLOCK WADS AND CONCRETE COLUMNS TO BE- DESIONEO 80 THE BUR000 ENWNEER OR ARCHITECT OF REC080. NOT TO BE USED FOR ATTACHMENT CF TRACK ( ••• NA L 00. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT FWOT A1WJI0R /SOREIY STAR@N0 TRWJ sum AT ND WRE 119W HALF OF YAKWVM 4447 CENTER O8TANCG HONEST MANOR /OCREf6 MOILED AT 10137 AS 10014 AS THE DOMR OPENER MEIOHT.. MOP _ . o P y CLOPAY BYLONo PRODUCTS COMP C 8985 OWE BLVD. Building Products (573) N 40 Cam c U FII 7:3to.4.:4 3 71.317ULISI :fil' 9:u7 12r 09un WOO 116, Mal IOC" la,m IIwo AgrrAnfarr • •• • • • • •• LHIT•TOP - -- -- • R20NTAL • • • •••• ArmnrItBSe su.gwi wit at FIG'J'da3- :• Coda Dze PREPARATION OF JAMBS BY OTHERS 19010: THE DEMON OF THE SUPPORT010 STRUCTURAL ELEMENTS SHALL BE THE RE5PON9101UIY OF THE PROFESSIONAL OF RECORD FOR THE SUUD010 OR STRUCTURE AND G ACCORDANCE WITH CURRENT BUIL0743 CODES FOR THE LOADS LISTED ON THIS DRAWING. ¢oMAL ) JAMB (N0 t0R 1003 0004) • • • bl► a ON • •