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WS-09-2094 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 138198 Permit Number: -12 -09 -2094 Scheduled Inspection Date: March 18, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: AYRES, PATRICIA Work Classification: Door Replacement Job Address: 117 NW 102 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1131010220060 Project: <NONE> Contractor: ALL AMERICAN DOORS, INC / ALL A MERICAN GARAGE DO( Phone: 305 - 885 -8088 Building Department Comments GARAGE DOOR REPLACEMENT Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 17, 2010 For Inspections please call: (305)762 -4949 Page 16 of 20 j Miami Shores Village y0w,.Wi�d4lSht�tet. " Q 10050 N.E. 2nd Avenue da. �E:�Ijion DoQ>I R 0111110 If Miami Shores, FL 33138-0000 ; h Phone: (305)795 - 2204°,., S 1D �tonm 3 _ Expiration: 0710312010 Project Address Parcel Number Applicant 117 102 Street 1131010220060 PATRICIA AYRES Miami Shores, FL 33138- Block: Lot: § Owner Information Address Phone Cell PATRICIA AYRES 117 NW 102 ST MIAMI SHORES FL 33150 -1231 1 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 ALL AMERICAN DOORS, INC / ALL All 305 - 885 -8088 (954)646 -6133 Total Sq Feet: 56 Type of Work: GARAGE DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Fees Due Amo ]$3.00 Invoice # Total Amt Paid Amt Due CCF WS -12 -09 -36694 $ 114.60 $ 50.00 Education Surcharge Permit Fee $WS-12 -09-36694 $ 114.60 $ 114.60 $ 0.00 Scanning Fee Check #: 13451 Submittal Fee Submittal Reversal Fee ( Technology Fee Total: $11 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. January 05, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 05, 2010 1 01/05/2010 TUE 10:34 FAX 0001 /001 AC40RID � CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDD/YYYY) 1/5/2010 PRODUCER Alliance Insurance Solutions LLC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PO Box 1777 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE St Petersburg, FL 33731 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 727 -497 -1247 www.ins4biz.com INSURERS AFFORDING COVERAGE NAIC # INSURED Progressive Employer Services INSURER A: SUNZ Insurance Company 10133 6407 Parkland Drive INSURER B: Sarasota FL 34243 INSURER C: INSURER IX INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR ADDL POLICY EFFECTIVE POLICY EXPIRATION LTR INM TYPE OF INSURANCE POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE $ AMA13E 0 RENTED COMMERCIAL GENERAL LIABILITY PREMISES Me occurrence $ CLAIMS MADE F] OCCUR MED EXP (Any one person ) $ PERSONAL SADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS- COMPIOPAGG $ POLICY PRO- L� AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea audderd) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per acddent) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY- FAACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EI CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION WCPE000DO00605 1/112010 111/2011 ✓ WGSTATU- OTH- AND EMPLOYERS' LIABILIT Y ANY PROPRIETORIPARTNERIEXECunvE WCPE000o000604 1/1/2009 1!112010 ER E.L. EACH ACCIDENT $ 1,000, OFFlCERIMEMBER EXCLUDED? (Mandatory In NH) E.L. DISEASE - EA EMPLOYE $ 1 =0'000 If yae, describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS State of FL Coverage Only Coverage Provided for all Leased Employees but not Subcontractors of: All American Doors, Inc CERTIFICATE HOLDER CANCELLATION 6562 SHOULD ANY OFTHEABOVE DESCRIBED POLICES BE CANCELLED BEFORETHE EXPIRATION Miami Shore Village DATE THEREOF, THE ISSUING INSURER WILL ENDEAVORTO MAIL 30 * DAYS WRITTEN 305 - 756 -8972 NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 90 SHALL 10050 NE 2nd Ave IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Miami Shores FL 33138 REPRESENTATIVES. ' 10 Days for Non - Payment of Prandron. AUTHORIZED REPRESENTATIVE 00 */.0 D ouglas Lilak C�Mt ACORD 25 (2009/01) © 1988 -2009 ACORD CORPORATION. All rights reserved. CERT '10.1 6613158 C:IEVT CODE: ?ESV ADril Fullford ?honer 1 941 925 2990 1/5/2010 7,34,20 AN. ?age 1 of 1 ) �p Miami Shores Village a 0rg Building Department DEL z zoos 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B-- ---------------- Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No,., PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ?- Y9 Owner's Address W7 A A/J X3'7 - City /Ij W I tate —Fr Zip 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade Zip 3- FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ��� (����� Phone # 0 5 6 00 6 Contractor's Address 1 5;2 7-- City ��7u State_HC Zip l C Qualifier Name Phone # ao j e S7 0 0 7 6 State Certificate or Registration No. 00 0 Certificate of Competency No. 0 a X0 Z Za Architect/Engineer's Name (if applicable) Phone # Value of Work 4J For this Permit $ � % � Square /Linear Footage Of Work: Type of Work: []Addition ❑Alteration []New epair/Repiace [] Demolition Describe Work• cor DEC 2 F'o Subm ttal Fee $ Permit Fee $ to CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ ' Scanning $ 3' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ' See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that °a, copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r= 0 :144 ignature--- ' charged. Signature �A� �'�' Ic S *Owner or Agent Contractor �i The forego;'T instrument was acknowledged before me this The fo oing instrument was acknowledged before me thi day of, 2 by &OtM6 as AVAoe 5 day of� 20 by -5 who is personally known to me or who hasproduced who is pers ally known to a or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBIJ NOTARY "Pcc : Sign: �F Sign: tic - r l��nym, Ra a a Print: Q 732653 Print: =C M neZ 26, 2011 Commission E, CBO NDING O O -, M :xe. My Co mmissi. del' NOV. MY gp TSx II ATLAN C BONDING CO., INC. APPLICATION APPROVED BY: � ��o[ T' Plans Examiner Engineer Zoning (Revised 02/08/06 Florida Building Code Garage Door Windload Design Pressures Report # DPR -091215 -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: Paticia Ayres 117 NW 102 ST. Miami Shores, FL 33150, Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: 160" Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 34'0" Measurement of Nearest Garage Door Opening to Building Corner: 1'4" Positive Design Load: +41.3 PSF Negative Design Load: -47 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 8'0"x 7'0 ", Approval # 07 -0807.14, Dwg # 101703, Windload Capacity: +48/ -60 PSF. • The design loads shown above area are based upon the measurements listed above for C t�lird ding ; aka require that the door being installed meets the requirements of Section 1626 of the 2001 n G far:*., windborne debris in high velocity hurricane zones. • • • • • • • • **see 7 . The related calculations do not address the jambs or structural adequacy of the support ul ding official is the final determiner of the suitability of the garage door connections for the pa il� � o i l designated location. The "structural interface" of the designated door is the existing doo o: .tl� ural capacity.of the existing, designated door jamb and associated building frame must be con4irmed ad * eby, 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. - - �I X711 Shores Viil: 1e �] APPROVED BY ` DATE ZONING DEPT BLDG DEPT q _Scott Hai)ilfoq, P.E. �• l Florida .E. License No. 63286 SU83JECTTO COMPLIANCE WITH ALL FEDERA.� Duke Blvd. STATE AND COUNTY RULES AND RFGI q n - i Mas an, OH 45040 Mas on, (513) 770 -4800 12/15/2009 C MIAMaDiADE MIAN H -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUII.DING CODE COMPLIANCE OFFICE (BCCO) 140 REST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buldinecode 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. • 0000.. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300J0%4J10/67�IDGL, • • • •; • 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Product§ Cdb3pan3:We4 and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control jt I dal starAp Ath • • • • • the Notice of Acceptance number and expiration date by the Miami -Dade County Prodi , s ontrol Division. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' 0000 0 : • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1090TAPy, st48 and. " "' • following statement: "Miami -Dade County Product Control Approved ", unless otherwl'st poled herein. • 0 • • .....0 RENEWAL of this NOA shall be considered after a renewal application has been filed antl there has.bw no change in the applicable building code negatively affecting the performance of this Product. • .. .. 0 • . . 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been Effevi§ion or.hphke ' in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 07 -0807.14 a Expiration Date: September 20, 2012 01 Approval Date: September 20, 2007 S 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 :000:0 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 * eal *d by 1.'a ael-E. • • 0 • Droz -Seda, P.E. 009000 0 • 2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 3W 60-04.63365, prepared by Stork Twin City Testing Corporation, dated 01/26/01" sided by 169rp 11. • •; • • 0 Lee, P.E. 0.. .. 0. 0 0000. 3. Ignition Properties of Plastics Test, per ASTM D1929, Report Noy 30$2959 - 5d0, 0 ; prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signet) IV AntlOyV. Penaloza. • • ' see* • • 0000.. 4. Surface Burning Characteristics Test, per ASTM E84, Report No79A2460- 5§0,,&ted • 10/04/05 and Report No. 3094867SAT -001, dated 04/13/06, prepared by f t 1tek 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, signed and sealed by Scott Hamilton, P.E. 4 � � Car M. Utrera, P.E. Product Control Examiner NOA No 07- 0807.14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 E -1 ... .•,i 0 00 4 4400, 4401- •• • • • • • • i • • •'tm.A���,KA+pA CLOPAY MODELS H400 ue.nT uvtn Li ;(yI us7n ® SECTION 8 —B - • • • • -• • • • • mRAWtan a.W HOLMES MODELS 66 67 ka - - �-- cue, v - i • • • • • • - • ' ' m „°„ _ LOCA710 AT E w • • • • •, „7 TRA • • • CON • GURATION I10R120N TAL TRACK SR m s 8Y Pmm r . r , , ; 03B MIN GALVaN xED sTEa BALKER PwTA04ED 7o CK F Nom ®DOOR SIGN WITH PATENTED Too - 1. -lOC SYSTEM (NOT F1�11 .i'• — ^• 1�tldl uPE 7xfER HAND PLINKED FOR LIAR TOP BRACKET OF C EACH SECf1017 ACH LOCATION. A7 THE P AI'ID BOTTOM OPiO)NN. DECORATIVE �� \ � f DOOM OM e• IOAI. DOUBLE HORQONtAL � 9vAP -IN INSERT. iROII ii1AME /AfADE. TRACK • —A ®NPT1mwIJ ONC OF OPAm- R[SSWNf - \ , • • , • • • • • SEC N ISKOItNI L _ - VERTCAIL TRACK A1gO1W to FIAT BRACKET N0O_TO A E -, p BCCOOH D 0T ... 0 0 • i • • • AFTH "' 3,B a/ < """' eOLT. DO - r TR S e �• I� Pf WK WNIEAR 1R2[ 9 18 -, ,1'. .0189 I ` • • • • • • ,'3 CA, OALN. STEEL FLAG SRACKCT. LAC. FASTENED TO LON HEADROOM LRIDN /a• • • • , • ,Roca JAMS RaN (3) e/'%, - ,/r Nom uo sallow. EABTD S OLECitpt MOLDED of LEEAK / T 1�( SEE SECt10N 8-S �POR AiEYldr oefA¢8. .� HOW U! I ( - -- ON� auEC110N GE SSG4 m1C SiRmiuRAL VERTCAL TRAdt ATTACHED TO HmRONTAL _ _ I MCLmD GE LOAN ID1CO2 HErLANL 1RACX W,fH (2) Va /• TRACK BmTS -1 _ I --- 8 DA = RE GALV. STEEL TRACK, FASIO FASTENED TO ALK Tam 6 - ) m t 3 r PAN xRAD TRADE tH CKNE55: ooDO . TABLE 1 TABLE 2 - INSTALLER REWL • SB ez TO •• DR ((STINT OF YODEL MODEL DERFAPTION L SECTIONS• H a7 o0. Ex1ERwR 9 ORf P xA 1 B GA. 0µY. SIEEI O, To e1L,ONE _ "TOO N/A { 04 IDN. E(fEtOR SIIWf RAGED P (a) TRACK B CKEIS PER sm LIP TO r w011} ki3COiT ;$tVIC1T'1.'8 •y i F P .KT• (0) TR I ACK RIMCF PER 80E (UP TO it !MINT �MAx. ° r1$ ' WIDTH < R• -o• —•( a N (S) r3AGt BNORErs n, SIDE (w ro'r HKWS 4310 M310 a 27 W MR. EXTERIOR %1DE RASED PANEL .-� SECTION A - IT FACN EDC 6 IRE���� qq W ar emCON[ fXAJD GIAHIIEI. REPAWf[S ti M1RmI e�ruE 1 t—: 7 a•71NCK — r ' - PREPARATION OF JAMBS BY OTHER OF p i B. pp mMIDEO POt B THE RRES UY o F OF RECOR D F RFO THE t SAM -- IN$aT bd 9 a (D.mr. dRmOA SKIOL FOAL' cook FOR THE LOADS LISTED am DRAfWNO�. CURRENT BIRtDOI; OF d,ewDR Am 8XE (AML M1nTrtAINYRm fK wmaea ,RID STREMO : 31.7 KBL� fPNY m oa FA cou - ewm0 IRLIUA') ee1H - aw VOL. oay. sWm t2 I GA ouY srED. TO' JAMB"TO SUPPORTING STRUCTURE ATTACHMENT (+'' LOAD HORRO (TOP) JAMB R) CO A EU TO OTP eRAO218 (2 -1 E - 3/4' B- 1/4• (HINT. I a SM MOH. - S -S/e�. RAC" eAAC«Frr a ([ ♦' I,s.9 /9' SHEET IOOV. NC N a) IIW/e SNVB 1 ALL THE LOW FROM THE DOOR IS TRANSFERRED TO THE TRACK AMC THEN FROM THE TRACK TO THE 2,6 gOa2yg '�E'' ;=m : SYP (ORADE (2 OR SERER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE ( I _ 14 0A. Mv. ROLLO HINGE FIOIO2oHLLL (TOP)'WIB' ECH WIRE FASTENED TO CID 2. ALL JAMS FASTENERS WY BE (NUT ARE NMT REWWED TO BE) COUMKRS1mK TO PROME A FLUSH 7 -( /2• 7_I /r VONOVE AND smm SILK (♦) 114a/W . MOUNTING SURFACE /'' FASTENER I p GROWL JOPI,A _ - >pICEF MEµ AFm (•) 3. A 1/3 STRESS INCREASE FOR WIND LOAD VW bW Ug® m THE CALCULATION OF ALLUMABL[ LOADS FOR ,/ TYPE L 47 1 a1SI4' 3", p /41J/1' S[ F TMPI a ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 9CIRR5 eCREMS. 8SE YR1P •e•. 14 cA Fm HwprA YN to aR DODOS WOOD FRAME BUI DIN YEN -$ ����M� gy• 79.W...4 SNO HALLS OF OODR OPENING SHALL BE FRAYED SOLD BY NOT LESS THAN (3) at6 PRESSURE iRGrzO SIP NAx. O.O VIEW "B' ]' TA L . A G0. OALV. STEEL ( GRADE 12 OR BETTER) TOW STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI N016VA FZIREYE FOER U -BAR iW0 wBARE PER EITIM IN SENONO (Fa. STUB WALLS TO BE CONTWWUS FROM FWTINO TO TIE BEAMS. sECr1mL EACH -BAR BLOCK WALL OR CONCRETE ATTACHED WITH f /a•a /s• SELF ate EYP (GRADE 2 BETFFR) WOOD AWB 51W1 BE ANCHORED TO GROUP ROWORCED MOCK WALL OR TAPPING SCIMM (Z) SCREWS 2t8 VERTICAL JAMB JAMB CONFIGURATION AT EACH ENO AND DITERMED. WNCRETE COL,TYN. BLOCK WALL CELLS SMALL BE n WITH CONCRETE AND REINFORCED MOTH RONICIRCING 1 SRLE LOCATION. RARE EKTENWNO WTO THE FOORHO AND INTO TIE BEAUS. ALL OARS SHALL BE CONTINUOUS FROM THE TIE SOME To F00TW0 PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS To U. 2.6 WOOD JAYS STOP MOULDING BY A. GALVANIZED DOOR SMALLER (TO E E A LUi)• 27 OL (0D,8' MRL) WIOIOR STEEL OESIONED BY THE SLID ENGINEER OR ARCHITECT OF RECORD. _ 1B G I STEEL END SIR (RACHED MTfI ONE S�mt IUA,JN1 wIm 0-NO FACTORY I,uWU.EO /B-18 a 1/P' N -HEAD SGO3/ ANO ® A ®FURrHER SECURED UPON INSTALIATNON wRx IIF%iE SCREWS HAT AFPICO l0 W. son IOU - 2z6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT iZ G TRACK STEEL mm SAO, NOT TO BE USED FOR A7TACl01ENT OF 7R.CIf TRACK O l3 OA GAL, STEEL DOROM Sallow. �` Yq%IteLiY FASTENED 10 WOOD JAYS Qf.1dED RRH w F,1A/r MEET'RTAL ppTANCE� STCEL YAm ONE S /,6 -T/2 WOW TAG SC PER MIL TO QN, WLV. SIM ENTER, WATE ALUMINUM EXTRUSION a MNFL SENDORSTRIP T4WAWG TYPE FE(WEEN iH � BWW. FASTENED TO INTEIm sXp/sAaLeM PLArz ,nix 2' GALV. STEEL TRACK (4) )'4d /e• 9ff.Ef SCREWS. - BLOC ( HOULOW OR 1/4 [ 3 (1 -1/4 EMBED) TTW TAPCON CONCRETE ""OR (I -1/2• IAN. - EDGE DISTANCE) FASTENED 70 TRACX 71Ir ROUND PN®NUm IS INSTALLED OK ED1 ROLLER SHALT. K 4 /- ♦ 0 D. IIRAC1tE7E. EACH BAACNET la M 0. BrzFI END IInW[ K.R.E. to END SINES p /(•) [ACM - 4 - R 7 -1 Z UNC D 1/4'46%8 BOLT kW KIT /t•a/e• SHEET MENAL SCAETB O (Q 1 /4• SE LF IAPPUO eCREB3. - - ' TWO , /♦• RIVETS. 2• to BALL STEEL Rou.ER (1- 3 /isu /,sts7 Wrtx ' a - STEEL OR MT.TON TIRE - FIRST NR7MACRIN START= FROM HOTTCY µ NO MO E THAN HALF OF MAXIMUM ON CENTER areTANt HIGHEST ANODR/9CREK' OeTALLM AT LEAST AS NOR AS THE DOOR OPENING HEOWI IjESLGN LOADS: +48.0 PS F 0 PSF. Y MUMN6 PRO N/a CLOPADNCTS COMPANY s'ow x la'o"H OE4ON EffiJEIO - _'Clopay sm DUKE am. „ S IO H00 /HOW, ee/eN. •3W,m ; Pi N� P es' e zas - ! Building Products PIN) ''77'0 -� Com an H ,D,Tw I ! i I I I