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WS-15-1579 Permit w©. WS-6-15-157'9. ' `SHORES Miami Shores Village Permit Type:WindowSIShutters", 10050 N.E.2nd ANE venue � - � Work Gtassificaflon:Garage Door. Miami Shores, FL 33138-0000 Permit.Status:AP".PRO k�ENas Phone: (305)795-2204 issue[date:7121201,5 Expiration: 2/2912015 Project Address Parcel Number Applicant 9035 NE 5 Avenue 1132060400040 Miami Shores, FL 33138- Block. Lot: iVANA E3r'GSI10 EI Owner Information Address Phone Cell IVANA ESPOSITO 9035 NE 5 Avenue MIAMI SHORES FL 33138 9035 NE 5 Avenue MIAMI SHORES FL 33138- _ _.. Contractor(s) Phone Cell Phone Valuation: $ 1,200.00 BLACKJACK GARAGE DOORS INC (786)863-8920 — --Total 'Sq Feet: 00 Type of Work: NEW GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning: 3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-6-15-56111 $2.00 07/02/2015 Credit Card $ 76.20 $50.00 DCA Fee $2.00 Education Surcharge $0.40 06/25/2015 Credit Card $ 50.00 $ 0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compl. ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prof E�r authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself my agent, ser arts, or err,!cy�. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL wor,. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in torr.)liance with all applicable laws regulating construction d zoni g. ermore, I authorize the above-named contractor to do the work stated. J u / 02, 2015 A ized Sign wner / Applicant / Contractor / Agent )ate Building Department Copy July 02, 2015 1 i , � Miami Shores VillagecF-TVFT) Building Department JUN 25 2015 I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305)795-2204 Fax: (305)756-8972 - INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /0 BUILDING Master Permit No. "' l PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: cloys tiL P.rL 1 i a ',► r -L r Z I)'D k 5 City: Miami Shores County: Miami Dade zip: �3 I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): ��(,1i�(�, , Phone#: Address: C�09,F� 1iC ��� klit 1 , City: !���Gt1�1� .�`kak, State: EAQV I C1ct Zip: 1 3 Tenant/Lessee Name: Phone#:��&)Cs ) Email: vLC �� CONTRACTOR:Company Name: CA v'e V- UkV '-Ta Q- Phone#: C-1 Address: City: :i 5 t' \C_t State:" L.U�(1 C`� Zip: 3 3 2— Qualifier -Qualifier Name: Phone#: 1�6C, State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ t . 2.0U Square/LinearFoo age of Work: Type of Work: F-1Addition F-1Alteration ❑ New U Repair/Replace ❑ Demolition Description of Work: C(OV Specify color of color thru tile: Submittal Fee$_��'�U Permit Fee$ (V- 0z) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ -1G . 2Q (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be chargjSignatum_ I Signature r ; OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �2 day of JOVU-12— 20 l byday of20 by Q who is personally known to ) CIA AF who is personally known to me or who has produced I as me or who has produced Til as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC- NOTARY PUBLIC: Sign: % — Sig . Print: aq Print: c p ." It1.V".,, 41 A n', ISABEL .UNIGA :+o'' ' ;:; ISABEL 2 IGA Seal: Seal: MY COMMISSION #FFt 73394 (' -*1 MY COMMISSION#FF173394 EXPIRES November 2,2018 °'�r„M1a�yO' EXPIRES November 2,2018 (d07)398-0153 Floridallot.ir .,trv`c:,•.-:on: (407)398.0153 Florldallota Service.cort` 7, APPROVED BY ! Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CTC�BConstruction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY rl," -""' 14BS00029 BLACKJACK GARAGE DOORS INC rERNESITO .B.A.. ��n GOV Is certified under the provisions of Chapter 10 of Miami-Dade County Milli ,._ 001373 Local Business Tax Receit County, State - of Florida Miami—Dade tY -THIS IS NOT A BILL - DO NOT PAY 7171314 t0i BUSINESS NAME/LOCATION RECEIPT NO- EXPIRES BLACKJACK GARRENEWALAGE DOORS INC 7460781 SEPTEMBER 30Must be displayed at place f b2015 12241 SW 252 TER HOMESTEAD FL 33032 business Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED BLACKJACK GARAGE DOORS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 14BS00029 $82.50 10/22/2014 Worker(s) 1 CREDITCARD-15-001786 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Raceipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder must comply with any govenmINOW or nongovernmefrtal regulatory laws and requirements which apply to the bmsiaess. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8e-276. For more information,visit - t Municipal Contractor's Tax Receipt Miami-Dade County, State of Florida —THIS IS NOT A BILL—00 NOT PAY CC NO: 14BS00029 BUSINESS NAMEMOCATION' RECEIPT NO. BLACKJACK GARAGE DOORS INC EXPIRES RES 12241 SW 252 TER 74B83�1 SEPTEMBER 30, 2015 HOMESTEAD,FL 33032 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS BLACKJACK GARAGE DOORS INC SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED C/O ERNESTO COVIN,PRESIDENT BY Tax COLLECTOR 18.75 06/23/2015 0229-15-006889 Restricted to City of Miami Shores MI For more iafwmetion,visit wwwmiamidade_aov/taxcollactor CERTIFICATE OF LIABILITY INSURANCE01"5°"Y'") THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Yen Paz Choice One Network PHONE 305 677-7113 Fax 305 677-7114 18400 Franjo RoadADDRESS AIL en@choiceone.us Miami FL 33157 INSURER(S) AFFORDING VERA E NAtC s INSURER A Granada Insurance Company 16870 INSURED INSURER B Blackjack Garage Doors Inc INSURER C 12241 SW 252 Ter INSURER D Homestead,FL 33032 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUTYPE OF INSURANCE BRJNMNUMPOLICY EFF POLICY EXP ER LIMITS GENERAL LIABILITY EACH OCCURRENCE $500,000 A X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $100,000 CLAIMS-MADE X7 OCCUR 0185FL00056010 01/21/2015 01/21/2016 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $500,000 GENERAL AGGREGATE $1,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG X POLICY Tr'T F7 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOSNON-OWNED PROPERTY DAMAGE $ AUTOS UMBRELLA UAB OCCUR EACH OCCURRENCE EXCESS LIAR HCLAIMS-MADE AGGREGATE WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'UABILRY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE� E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 17es,describe under E.L.DISEASE-POLICY OMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,it more space is required) Machinery or Equipment-Installation,Servicing or Repair-Not Otherwise Classified(Garage Door Installation and Repair) Premises/Operations Liability$500 PD Deductible per Occurence CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ? <YP> @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Wig JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/23/2014 EXPIRATION DATE: 1/23/2016 PERSON: GOVIN ERNESTO FEIN: 611683985 BUSINESS NAME AND ADDRESS: BLACKJACK GARAGE DOORS 12241 SW 252ND TERRACE HOMESTEAD FL 33032 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Pursuant to Chapter 440.0.5(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 uSNItES �c -914 l,,, w ,,,,, Miami shores Village ASNV Building Department �ORWO 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption,_,, Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade 1 l 1 The foregoing ac wled a before me this �i2 day of V�1'�- ,20 l By �`-J who is personally known to me or has produced 0 as identification. Notary: . e It C ..,,e1 (`9h19 71 a9u rt 15rt:a ISEAL: 5Ag394 F1 7:3; orlgyptA A A0" &WW IB"C"AUK CAVACE " Jack DOOQS Phone, (786) 863 2038 blackjackdoors@yahoo.com bla.ckjackgaragedoors.net License# 14BS00029 June 22, 2015 State of Florida County of Miami Shores, Before me this day personally appeared Ernesto Govin who, being duly sworn, disposes and says: That he will be the only person working on the project located at 9035 NE 5,` Ave Miami Shores, FL 33138. Sworn to me and subscribed before me this 22nd of June 2015 Personally know Or Produced Identification Type of Identification Produced 10 Isabel Z"iga •° r �'�;: 1S/%,8E_ :UNIGA a'v co"AISS'ON h F:771,3394 * 9a ?O � EXPIRES Noverrrber 2.2018 (407)388.0159 FI°f(dallota Servlce.com DJUSTABLE RULER CARRIER ATTACHED W/ (2) 1/4' x 1/2' 146A DURASAFE BOLT & NUT PER BRACKET CENTER HINGE ATTACHED 13 GA. GALV. COMMERCIAL r CE (E 1/4' x 3/4' TOP ROLLER BRACKE I HEX HEAD SCREWS 20 GA GALV. STEEL SECTION STRAPS I 0 LOCATED AT EA. CENTER HINGE —.) 2• ATTACHED W/ DOUBLE SIDED TAPE 0 18' SEC. = 2' x101/2' ATTACHED W/ (4) 1/4' x 21' SEC. a 2' x 13 1/2' 3/4' HEX HEAD SCREWS A PER BRACKE 7/16' BOLT RETAINER 2 5/8' x 3 1/2' x 186A BACKER PLATE LOCATED BEHIND EA. 24 GA. MIN EXTERIOR SKIN TYPICAL TOP FIXTURES Dsi _ CENTER HINGE W/BAKED ON POLYESTER FINISH N.T.S, TYPICAL DURASAFE CENTER HINGE S1 N.T.S. 2 2• a A�-- 19' s 3/4'W x 5 1%2'H X 18 GA. (5' ] ' R-TRUSS) GALV. STEEL R-TRUSS 2• ATTACHED W/ (4) 1/4' x 3/4' 4' x 1 7/8' x 14 GA HEX HEAD SCREWS AT EACH END STEEL PLATE 1 ' STILE AND (2) 1/4' x 3/4' HEX 2. HEAD SCREWS AT EACH SEC. 1 STRAP 2. INSTALLED AT THE 27 GA. MIN ACH C 1 INTERIOR SKIN ENDSTILE ONOF ETHE O l INSIDE USING (4) 1/8' RIVETS I9� 2' 2' 0 2' CFC-FREE EXPANDED POLYSTYRENE INSULATION TYPICAL DOUBLER PLATE $1 1 LB DENSITY R-5.73, U■0.17 N.T.S. rj MAX 16'0 SECTION HEIGHT - INSIDE ELEVATION SECTION HEIGHT — R-TRUSS SPACING LIFT HANDLE BOTTOM BRACKET N.T.S. ATTACHED R-TRUSS SPACING 130A BOTTOM BRACKET W/(3) 1/4" x 3/4" (1) RI ROLLER CARRIER PER SIDEATTACHEII V/<3) 1/4' X 3/4' HEX HEAD SCREWS ATTACHED WITH (3) 1/4' x 3/4' HEX HEAD SCREWS 12 GA. DURASAFE HEX HEAD SCREW REY DESMPTION OF REHSIONS DATE 8Y END HINGE ATTACHED dp W/ (2) 1/4' x 3/4' o A UPDATE OF JAYS ATTACHlIENTS TO STRUCTURE 4/3/07 SKW HEX HEAD SCREWS � e • �• 0 B RENSED NOTE 8 12/ts/OB CBI 0 o C REMSO NOTE 8 TO INCLUDE FDC 2007 05/15/09 MT ���� LIDE LOCK ENGAGES INTO VERTICAL O O o •o• CANT. ALUM. EXTRUSION / BOLT7RETAINER TRACK ON BOTH SIDES 5/8' MIN W/ CONT, VINYL ASTRAGAL D RMSED IO ASCE 7-10 AND RIC 2010 07/25/11 BfIG ENGAGEMENT COMFORMING TO SFBC 3603-2. (SNAP LATCH, OR SECURE 10 BALL STEEL SECTIQfd A_A (SIDE VIEW) 2) 146A, DURASAFE LOCK OPTIONAL) ROLLER W/9' STEM ®[199!8!®&00 • R��Gd#ORRI)IA4'ATTACHED 6/4' N.T.S. MAX SIZE pp 0�,6 A sFlr tfp ••••• HEX HEAD SCVWS PER•914RRI•ER TYPICAL BTM BKT W/ FLAT LEAF HINGE Sl 16' x 14' tipp � �•""'••���" *:so* . . •TYPIC:AL DURASAFE END HINGE S1 M s . • ;•I�r�r� 3 STOP MOULDING DESIGN LqAD . (` • W/ FLEXIBLE SEAL 5/16' x 1 5/8' LAG •r •• ••••• • •• •• •• (SUPPLIED BY INSTALLER) SCREW (1) PE +46.0 SF �+ . ./rte moo* 0' • • • • • JAMB BRACKET —55.0-PSF p � A. //""• • 3 3/4' MIN. LARGE MISSLE sees •• • so*** SIIIEROOM �` 20 GA, GALV. STEEL END IMPACT RATED ` ° "" • • • • ! 5/8' x 4 3/8' x I8GA STILE ATTACHED TO F:'`� a Trk F_ OE •••• • •• sees BACKER PLATES PANEL (2) LANCES `a��, � •`�mmm • • ••*00& 5/8' x 3 1/2' x I8GA BACKE LARGE M y�®�•� •• r • PLATE LOCATED BEHTND.EA, d 1 ••,,,...° ••••• • •• •••••• CENTER HINGE • • • • �Oeldp�y('F946®0® • • • IMPACT RATED ..... ....so* . . POLYSTYRENE CORE PRODU CTREVIBT® 165 CARRIAGE COURT WINSTON-SALEM, NC. 87105 WWWAMAIMCOH 2" GALV. STEEL TRACK DWI Fla" MOD #1200 ea er uar Plus w Dura afe 7/10' DIA TRACK THICKNESS 3• 8 7 RETAINER .09Avwpftq.M j"j2� Heritage 3000 Short. Long. Flush. Ribbed. /4-20 x 5/81TRACK CONT VERTICAL JAMB 2X8 and Oak Summit Panels SPLICE SDLT AND NUT SOUTHERN YELLOW PINE Siff DRAYII BY DU DATE 06/21/01 DRAWING WAM TRACK MOUNTING DETAIL (No. 2 OR BETTER) N.T.S. FlyB CNECKm BY DAN SFC-590-010 ERGO B: THOMAS L 510M P.E.UC,k W079 STif 7 1 OF 3 3 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 3/16 DIA, X 1-3/8' LAG BOLTS AND TO ' TRACK W/ (4) 1/4'-20 TRACK SPLICE BOLTS AND NUTS JAMB BRACKET LOCATIONS DOOR TRACK ATTACHMENT SPLICE HEIGHT AB C D E F G H ! J K L M N S - SPLICE TRACKS AT THIS LOCATION a W/(4) 1/4-20 TRACK SPLICE BOLTS & NUTS SECURE TO JAMB WITH (3) 5/16" DIA. x 1-5/8" 7' 3" 1411 27" 38" 46" 56" 6811 76" LAG BOLTS •:{ i t EY' •5 t 8' 3" 14" 27"910 7"` 38" 4611 56" 68" 78" 88" BOL (1} 5DIA. x I LAG BOLT ATTACHED TO TO TO JAMB H AT EA. JAMB BRACKET 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 1 100" 12 GA. GALV. STEEL a ? N : :,K ( . r JAMB BRACKETS ATTACHED W/ 1 1/4--20 4"-•20 10' 3" 14" 27" 38" 46" 56" 68" 78" '8811 11OUl 1 112" TRACK SPLICE BOLT & NUT CSP ICE) OR (2) RIVETS €4 ' "> (THROUGH) • 11' 311 141' 27" 38" 46" 56" 68" 78" 88" 1091 110" 124" 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 109' 110" 122" 136" Y 13' V 3" 14" 2T' 38" 4611 56" 681178" 88" 100" 114" 122" 134" 148" MA fE APRODUCTRIEVLMD . as am oyms wilb Ike l whk 141 3" 14" 27j1 38" 4611 56" 68" 78" 88" 100" 114" 122" 134" 146" 16Q" TRACK CONFIGURATION FOR fi'6" UP TO 14' TALL DOORS 8l11111d*c4& N.T.S. Accepw"No lZ •o ALL TRACK ATTACHMENT SPACING +/-1" ALLOWED WITH SYP N0. 2 OR BETTER ONLY �"'� . e Plro4)ct CownB1- • INTERIOR OF GARAGE REV DESCRIPTION OF REVISIONS DATE BY MAX. WIDTH 18.0' A UPDATE OF JAMB ATTACHMENTS TO STRUCTURE 4/3/07 SKW B REVISED NOTE 8 12/16/08 CBT DESIGN LOADS C REVISED NOTE 8 TO INCLUDE FBC 2007 05/15/09 CBT WOOD JAMB ATTACHMENT TO STRUCTURE ±'moo/FT oslnVE PRES�SUREE D REVISED TO ASCE 7-10 AND FBC 2010 07/25/11 E1HG 1,�QQ6lilEppdps 9 X B VERi1CA, JAMR ATTACHY Nf TO W000 F Auciw u�nl ��Q' +� l�jjBtOB� • • ' • 8/16'X 3 LAG SCREWS STARTING 6'FROM ENDS THEN 12'O.C. (1 1/2•EMSEOMENn MAX SIZE QQs�:-"e°�+ "f°•e•!; n�Si ••••• • 2 X B VERTICAL JAMB ATTACH FNT TO 2.00D PSI CONCRETE 4. '\'e'° F TSI `i" •s • • HOLT kWIK BOLT 3/8'X 4 STARING 8' FROM ENDS THEN 24'O.C. (2 1/2'EMBEDMENT) SPECIFICATIONS AND NOTES a°; G' '• \. ��"_;A SO ••••• • • HILI SLEEVE ANCHOR 3/8'X 2-3/4'STARING 6' FROM ENDS THEN 10.O.C. ti 1/4- EMBEDMENT) Z� . - .0 • • IIW/RAMSET REDHEAD(TRU-BOLT) 3/8' % 4"STARING W FROM ENDS THEN 22 O.C. (2 1/2" EMBEDMENT) 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. rm o° imn `..i(1C+E3rJ7� • m ' ••• _ FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. DESIGN LOAD •• • r 0:0• •• SIMPSON 1/4' X 3'TREN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3'APART)A7 8'O.0 THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD +4fi.0 PSF TRANOFERRE0 FROM THE DOR E O . ," T , y • r• ••• • • 000 • (1 1/2'EMBEDMENT) 2 EAC{yE��CAL JAM8S RECEIVES MAXIMUM DESIGN LOADS OR -56.0 PSF ° I +i • • ,a ••• HILI 1/4'X 2-3/4'KWIK-OON II+ SCREWS STARTING 0'FROM ENDS. USE PAIRS OF FASTENERS(3'APART) +30&0 18S/FT 6 -448 0 LBS/FT ••• _ . ••• AT 8.O.C. (1 1/4' EMBEDMENT) 3. DOORS AND HARDWARE WILL BE DESIGNED.MANUFACTURED LARGE NIBBLE " �;,� � �� • - AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. IMPACT RATED 0/44 •••• • D HILI SLEEVE ANCHOR 3/e'X 2-3 4-STARTING S• FROM ENDS THEN 12.O.C. (1 1/4• EMBEDMENT) 4. DOOR SECTIONS SHALL BE 27 GA.(.018)MIN.INTERIOR AND 24 GA. r a•�•Q`; • q • • _ (OR. USE FASTENERS FOR HOLLOW C-00 BLOCK) 4042)MIN.EXTERIOR ROLLED FORMED, W/BAKED ON @ i STET FIHNSH eb+lg`° e°°�•o o> ��@@ •••• 1 • • •LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 8.DOORS UPTO 7W HIGH CONSIST OF(4)SECTIONS AS SHOWN. • •• • *PREPARATION OF WOOD JAMBS BY OTHERS USE(1)8'R-TRUSS PER SECTION • •• 1 0.DOORS TALLER THAN 7'0-HIGH SHALL HAVE SECTIONS NOT GREATER THAN pff G 9 S 9 A 06® •••• •• • WOOD CONCRETE HOLLOW BLOCK GROUTED BLOCK 21-WADE AND USE(1) 8' R-TRVSS PER SECTION • STRUCTURE STRUCTURE STRUCTURE STRUCTURE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGNSTIED PROFESSIONAL.ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS H 8.THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESINQ OF ALL 165 CARRIAGE COURT WINSTON-SALEM, N.C. 87103 WWW.AMARRCOM COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. 1:j—� F -� A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE eat er uar us n DuraSafe TESTED ACCORDING TO ASTM E-8 BY A OWE COUNTY APPROVED LAB a Herita 3000 Short, LoII SELECTED AND PAD BY THE MANUFACTURER. EVERY'3 MONTHS 4 TIMES A $ $, Flush, Bibbed, 1/8' NDN 8-3/4' MIN 1-1/0 'MIN 4' YEAR.THE MANUFACTURER SWILL MAL TO THIS.OFFICE:A COPY OF THE TEST and Oak Summit Panels REPORTS WITH CONFL AATION THAT THE SPECIMENS WERE SELECTED FROM AVAILABLE TRACK CONFIGURATIONS 2X8 JAMB COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED SIZE DRAWN BY DLJ DATE 06/21/01 DRAW NUMBER N.T.S. TYP• 3' MIN STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32.000 PSI OR MORE SWILL BE USED TO MAKE DOOR PANELS FOR DMEman BY DALE SF�-S�Q���O COUNTY UNDER THIS NOTICE OF ACCEPTANCE ENGINEER: THOMAS L SIEIMERDK P.E.UC.k ODW9 SHEET 2 OF 3 TABLE 1 Center Stile Locations Section (Measured from Left Section Center Stile Locations P (Measured from Leat Edge) anel Type Edge) Panel Type Width Width Helght(s) 1st 2nd Width Width Heights) 1st 2nd 3rd 4th (ft) (in) (in) (in) (in) (ft) (In) (in) (in) (in) (in) (in) 92 11(0► 18&yy2�]1 Short 55.000 r y12'8 1{5;2} 18&21 Short 51.87(0�t 100.330 k1•F, :3h?, Y °�'rY� 31a '.:x 3-�'t� :C3'�.Y. ALUMS 1," .�R�-'L1.}rr.- 1 9'4 112 18&21 Short 56.000 1210 1 154 18&21 Short 52.ry25/0101.750 1 s: .,f. . ..a• •T �tp Y j :r[�• .355.'4. , ,.yx i y.a r;�:...J 4`rf�`j-� V11 i 9B 114 18&21 Short 57.000 13'0 156 18&21 Short 53.000 103.000 t r rA 9'8 118 18&29 Short 58,000 13'2 158y 18&g 21 Short 54.0008 104.000 s''a 4 �iyG�{ lr4yt a� 4�.4rSTi- 9'1 D 118 18&21 Short 59.000 r 13 4 8`& 54.400 ; ` 13'6 162 18&21 Short 55.400 108.800 10'0. 120 18&21 Short 46.406- 71.694 _° }� � •: ,),, w�� . 13'8 164 18&21 Short 56.400 107.600 102 122 18&21 Short 49.318 72.882 = Vis;s °.' h ( igSEW, Vii, `t"w1, ' L.. �: .�4i : '•5.� it•*sem 13'10 166 18&21 Short 57.163 82.938 108.713 P1t01DUCI'AUV!IIED 10'4 124 18&21 Short 50. ar"Moyms w66 dw rb" Rulilldi%C06 „ 14'0 168 18&21 Short 57.763 83.938 110.113 ANo •0 coCplenpe Expirm Dale T 10'6 126 18&21 Short 50.835 75.165 "•"• �������'sR�`� '�-� ��� .�' E!'`� , � '1� s $.t��`; :fir. ::. ?' •:'%�. .-� t...•. +� :+'.`i «} i._. - _i"t�:^y 4'E s`=. .. By 14'2 170 18&21 Short 58.846 84.938 111.413 l�xy etw! 108 128 18&21 Short - - 2 1 17 59.163 4'4 7 18&21 Short 85.938 112.713 10'10 130 18&21 Short 52.500 77.500 REV DESCRIPTION OF REVISIONS DATE BY A UPDATE OF JAY$ATTACHMENTS TO STRUCTURE 4/3/07 SKV 11'0 932 18&21 Short 53 500 78.600 14'8 174 18&21 Short 59.86 86.938 114.013 MEMOf i u.. ' ty t,T: y• xf.- 8 REVISED NOTE 8 12/16/08 CBT ,�fi1-E�x�,;1:3�%ti ;a>� ,�, .,�L: 1 ° „a$��. ' 9 � C REVISED NOTE 8 TO INCLUDE FBC 2007 05/15/09 CBT 11�2 ry 134 18&21 Short 54.200 79.800 �� 14'8 178 18&21 Short 80.563 87.938 115.313 D REVISED TO ASCE 7-10 AND FBC 2010 07/25/11 ON :1i�i£ ,k. xrt at • "k. s-i: • 5 r,5 it. Nf`v:0 Al , r i.� r } .� ' v t +'''J'@.t' i• .,; " - y :_} ,T { 4 48. 0 1•. 2 Y ,� 11'4 136 18&21 Short 55.200 84.800a$s z ` 14'10 178 18&21 Short 61.263 88,938 0e t18l !} yy • •• i�,j -yr� 21�SS ffi„ � -'h4l''t .(y�(�� •i ry�ii,r i t, ': r t3t. •c�r MAX SIZEW138 Short 56,200 81.800 15'0 180 18&21 Short 61 938 89 938 117.938 16' x 1' � �'� �a^�q �;p•e I-lot?�itr • �A ��� :tsk it (i�: ! V .,x4 'ri "`r•Lx'2!k 3 �1x rp°; ,Pp ,_r r x c "r Y j :..a' ,n,r 5 • }...+, m, , v • 18 140 • 421 Short 57.200 82.800 157 &182 18&211 Short 62.663 90.938 119.221DESIGN LOADS 0 9' j'f� 9, }: kS ;{I ' : �.:<, .; d•-s, y�c1,s „`s , +48.0 PSF 4 0 01114 142 • 18 21 Short 47.812 94.188 15'4 184 18&21 Short 53.600 79.200 104.800 130 400 -56.0 PSF • :• :#:.: ',:t. 7x'`.;7¢ � �:,.f. x1I3Ky L. emery s 'I a e r 0 a�� , LARGE MISSLE STAT � D 144 . 8.21 Short 48.812 85.188 1516 186 18&21 Short 48.624 93.0 139.376 PACT RATE ��� ry _ pp X •s• Short 49 638.•• • 1518 188 18&21 Short 47.624 94.0 140.376 s L� Lam' 1 a: 146 21 96.364 • X ,S ta:tx h .� ,.;°Y ' �'�a t °� �; �+' �N r r s a g ,., .} •;- r �, �rw,� ey �G G G tim a� ••••• "'' '� '0 :' s�:�,.�1 � " ,Q., ,q' '��. ?„y !r r: � ;I<_ •�, t. j�k.;4� � �:� � .Q�tl° �3; /�/y� a. s +It,• ..k.-. a r- i4o.7n aI • 1 ' 148 18&21 Short 50.636 97.3134 15'10 190 18&21 Short 48.82Q4 85.000 141.376 ''fv .:. :'S ., :...., iY Ei 1: ,. , f r -4 t. '�' - b•'rir- .Li 4"...." �., ,r-,Y S .r VIA- � � ... ... .• 'a I65 CARRIAGE COURT WINSTOH-SALEM, N.C. 27105 WWV,AMARR:COM MODEL #1200 WeatherGuard Plus w/ urnSafe 12'6 150 18&21 Short50.670 99.330 160 192 18&21 Short 49.824 98.004 142.376 Heritage 3000 Short,, Long, Flush, Ribbed, k a and Oak Summit Panels Siff DRATIN BY DLJ DATE 06/21/01 DRATING NUMBER B CHECKED BY DATE SFC-590-01 ENW R THOMAS L SHE1JAEMK P.L Lit Na 0016579 SNEEr 3 OF 3 W,- t--*� r CA Cr ED cr 4M MIML S o aLU .. ... . . . . .. ': . . . . . . . . —INC IF u .. . . . . . z ®LUA- C) LL, -� ••• i • ••• •• • •.i i i t?� (} (] U ••• • •.• • •• • z C" w L I ° ... . . . . ... . M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pern/ 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 (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 WeatherGuard Plus &Heritage 3000 Steel Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SFC-590-010,titled"Model#1200 WeatherGuard Plus w/ DuraSafe&Heritage 3000 Short,Long,Flush,Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001,with revision D dated 07/25/2011,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,3 800 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. R:EI\VWAL of this NOA shall be considered after a renewal application has been filed and there has been no change .... inIAS a�plicabll bullbing code negatively affecting the performance of this product. T%]MVIINATJON pf this NOA will occur after the expiration date or if there has been a revision or change in the •• materials,use,Mor,manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for •%•••• saiesa advertisinp or any other purposes shall automatically terminate this NOA.Failure to comply with any section of ••••• this-NOA shall bevnee for termination and removal of NOA. • Ar) 4S ME TISENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the •••••• expigation date,pu pp displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done ••.•.• 1nitS e,4t1I•ety• ••.••• • IN�PECTIO:NtiA%opy of this entire NOA shall be provided to the user by the manufacturer or its distributors and 000000 "'• AgIf 11e gvailable for inspection at the job site at the request of the Building Official. This MA revises and renews NOA#09-0604.02 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. 12-0228.09 MWA couExpiration Date: May 16,2017 • , Zp12 Approval Date:May 3,2012 40 4'f�`� Page 1 Amarr Garase Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC-590-010,titled"Model 41200 WeatherGuard Plus w/DuraSafe& Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011,prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Amarr 16'x 7', 24 ga. steel garage door Model 1200 Heritage 3000,prepared by American Test Lab,Inc., Test Report No. ATLNC 0912.01-11, dated 10/13/2011, signed:and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 &ASTM B 117, prepared by Architectural Testing, Inc., Test Report#A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) • E. 101ATTRIAL CERTIFICATIONS • ....1: 'fest Teport on Surface Burning Characteristics on the expanded polystyrene UL file # .;... J9.12. ...... .. .. .. ••;•• F. .:• S�TAA%11►1'ENTS •'•" .••.1: •SfWment letter of code conformance to 2010 FBC and no financial interest issued by ••••; •• •• .S{44ural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. •••••• •• -Aelmerdine, P.E. •....• D¢ ?,Olt Carlos M.Utrera,P.E. Product Control Examiner NOA No. 12-0228.09 Expiration Date: May 16,2017 Approval Date: May 3,2012 E-1 JUVABLE REL.— AT RL@ GRRIER ATTACHED V/E7 VA•x 1/2' 1<W GRASAFE IS GA.GALV.COMMERCIAL BELT L TUT PER MRAC%ET CENTER HINGE ATTACHED TDP ROLLER BRAG(E V/let 1/41 x 9/4' M GA FMLV.STEEL SECTION STRAPS I • HE%HEAD SCREVS LG:A.I AT EA C_SR _ULE �I 2- .IT V/BOI LE SIDED TAPE • I ID'SEC.•2'x10 Ih' ATTACHED V/14)1/4•x 21'SEL B'x 19 1/P' 9/Y HEX HEAD SC­ PER DRAW ]/16•BRI RETAINEIR 1 B S/0'x 9 1/C x IDEA TACKER PLATE LOCATED BEHIND EA 24 W MH EXTERIOR SqN TYPICAL TW FIXTURES CENTER HINGE V/BM(ED GH POLYESTER IHISH NTS 1 TYPICAL DURASAFE CENTER HINGE N.T.4 A 2 x 9 1-H X ID GA.a. -TAUSS>GALV,STEEL R-TRUSS tA TTATAEp pV/t4)f/4•x 9/Y x 1 71B'x 14 GA 1, NEK HEADSCREVS AT EACH END TESL PLATE STILE AND ftU VM x 9/e•NEX 1• D. READ SCREVS AT EACH SEC. S1RAI 1 D 27 GA.NIN TMTALLED AT 11[ INTERIOt SKIN TDP OF ERC, O • ENDSTILE m THE MStDC It NO(4) A'pVE 3 CFC; iREE E%PANBED I LJ DEREK MSRATIdI 1 Ll DENSITY TYPICAL DOUBLED PLATE 51 R•S7'U,U 7 MA%16 SECTOR,HEIGHT INSIDE ELEVATION SECTRN HEKBIT R-TRUSS SPACING 1pilGl WCET N.T.S. LIFT IG 1 ATTACHED —ALMS S—IND 11)Rl HOLLER CNRIER PER SIRE 190A BOTTON DRACKET Hbt�HEA6 BCIIEN54' TIAGED_N(D 1/4'x 3/Y V/l9)ATTACHED 1/4'%3/1' E W➢labK HEX KID SORE NEX HEAD SEM_ I" GSD.Im E wmm DOI a ENO MNGE ATTACHED V4'x 9/4• 1E%HEAT sCREVs � A 1•Mh G 1•E ATRIUM 70 5•CIRf E° p B Em IMIR OAR OI IN LOEX ENDAOE3 INTO VERTICAL E^• C NEM RDE R D ICIR FIC IDR7 R/IR/BB Of T//TT6 OLL TRACK W WTH SIDES S/Y MDI yWT.ALUM E%TRUSION B IDL40 D A52}D A•FEE 4DM RI 1 BOLT HE1`KNER LOM.VINYL ASTRAGAL In ENGAGEMENT CGHFGMMG TO STBC 3609-2.(SNAP LATCH,W SECUIE Ip TALL STEEL lM]4W AIIRA" LOCI(RPTIGAL) NOLL[R V//'STEN -$�FGTIDN A—A(SIDE VIE1 •RIITIe Pe RRLER V/RN(1)RI/N A31:U ITS. 1�,tBt SH elejlA MAX SIZE L' l4? , HEX NERD SCREVS PER CARRIER TYPICAL BTM HKT V/FLAT LEAF HINGE $1 18'M 14' J••"""^ F _ -NLS �'J ""W •'Yc�q,�•'•p90' TYPICAL DIMASAFE END HINGE $1 ..0� WIS. 3 w/ BY 1115 9116'x 1 S/D'LAG DESIGN LOADSw eS; O .na0571R,:yam: ISUPPIED BY INSTALLER) SCR[V tb PE +IB.D PSF 7 .NB BRACKET -Sp.O PSF w*• �i�.S �Y3 YY NINI-� GO Q.FML V.STEEL END LARGE MISSILE • R .q•, ��"�I 'J/e•x 4 9/B•,IBCA S71LE ATTACHED TO 7aTE OF I BACKER PLATES PANEL 12)LANCES IMPACT RATED ' (.• :4m SA BARGE MISSILEP:z� PLATE•LINIVIED BEMND[A CENttR MME • •• IMPACT RATED eeeee RIRD• •••••• • ,PRYSTYRENE CORE PROMICEYEVINED, 10.1 CANUMIE CGA"VWTpN-BALEN.M. 17MR VVVJAIMRGIA • • • • �/1 p Y DKV.ST6EL TRACK � A~�"�"�" eA w w •••••• BOLI REfAAMfiI RA_MI�w•M- t Eerl .9DDo short r A4YM�a LaE ort,Loa`,Flush,RtDbed. •••••• • • /4-E•x S B'TR.1• oGRT.wtncK JAMB Rxa And Oek ummlt P•aels •• • sPLD:E,tAI�• ••TRACK MOUNTING D TAI sou(NoN2 OR BE'TTTER) •)' HE CA•1 ar aN D1h aR/a7M EMT•M REBIR H.T.S B aDbD E GME SFC-590-010 • ER:HIMS L BEIMEN IE P.E.DE NA••R79W 1 E J ••••• ••• • •••••• ••••• •• • •••• DO 6 • •••••• • •• •••••• • • • ••OR•6• 41••• • • 3 OA FLAG D—KET ATTACHED i0 WOOD JAMB V/IL S/l6➢10.%1-3/Y LAD DaT1 AND TO TRALK V/U>]/.'-2D TRACK SPLa.E BDLTS OND NUTS JAMB BRACKET LOCATIONS DOOR TRACK ATTACHMENT ISPLICE HEIGHT A B C D E F I G I H I J K L M N S SPLICE TR/AOIS AT THIS LOCAnDN T., 3" 14"127- 38" 48" 58" 88" T8" LA//D BaT/SA•-m_.M SPLICE ears a NUTS SfCIr1E TO JAMB WITH(>)B/IC OUL.1-S/e• B' 3"1 14"I 2T' 38" 48" 58" 88" 78" 88" (1)5/1e•M0..1-s/r LAD B0.T ATTACN[O TO ku• AT EA A SWIIET 9 3" 14" 2T 38 48" 58` 88 76" 88" 100 12 DA DALV.STEEL JAMB BRA m ATTACHED W/(1)t/A•-20 10' 3" 14 27- 38" 46" 58" 88" 78" 88" 100" 112" s ,�, TRACK S WE DOLT A NUT OA(2)•wn - ITHROUGN> 14" 27' 38" 46" 58" 88" 78" 88" 100"110" 124" 17 3" 14" 27"138-146'1 58" 88" 78" 88' 100"110"122' 138" 13' 3 14" 2T38" 48" 58" 88" 78" 88" 100 114"122"134 146" JJA PRouucr&EvL"D •rt••IBi e.16Ib r_w 14' 3" 14" 27" 36" 48" 56' 88° 78"188-1100 114"122"134"146" 160" TRACK coNFlauRAnoN FOR W6'UP TO 14'TALL DOORS •dwftc.d. •� N.T.S. ALL TRACK ATTACHMENT SPAGNG+/-1" ALLOWED WITH SYP NO. 2 OR BETTER ONLY E• BY DFE DLgWIDK OF K11= OAx oy WMIE OF M ATFADI S W SMUCMF 4/7/el —�--� D IEvxo xDx a reAFIEe®r meal LOAo. Niu uI C ww wex a m Ewa nc mW •/Iw mT WOOD JAMB ATTACHMENT TO STRUCTURE '�^^"^ �^^�P^^ � D mY4DA dQ1WMD RC IDm m/Gnl BK 4eeo..B1...... ^♦s B t4% u0 cBOB rtARneB r nolL wo[T1WK t:as h t/r v[DMwO a E 49 MAX 924 �v J (� ♦♦ H[n T A/B' mArtw .RDu wm Tx[x a•'oa 12 teeaOutRre ANo Kmw 18' 14' w'L��''^'\f',F_W& !�j,♦i naa2 rnldl W a-2/••crAlmxo a•rAw wre Txw to/ue.(t t/i•wa[DuwG �TC:'\, F•K'r$S in/RWIB[*BwHUD DtKI-eaT)s/r%c BFNmxD a•Faw om"no1 u as 0+/:•[IUFwaxr) AnL t eBBagl t a 111.1 ATNDwC B fADM tBAx'Wm.lwwT^iiT.yn'^qi¶1^^Wi%^Wan ^' DESIGN LOA ••A•'= (! ; C8579 .9 DEW(SAPAROAr [� TM oao0. +46.0 PSF • ��.* L1 r ix n/ Ile AFB i -wH Na Mann mNmMD•"mDM na m[Aaa or EAaaaa, " ""n"Iu ornw Lowe m -56.0 PSF l urz �y/ U'^"'� zMBO LIM t 1/''wiw[NO rnoro01w ANp xAwWna twL e[of ^Aw.AmAlw LARGE M155LE �ME OF 8cla H�� sTiAlwe s Aa1 Lros niw t wttAum WM rtwDAws w en n A IMPACT RATE �..�^^• 4(/w� E 5��y fes. nw aU w x.(1 v.•D1e[➢Ilem w^m t1pNfwaBimum W�/1Br^^'iIm"D'nwiaA F t-, • •PuwOfA/l1u°nouOE WaaDrt �aum w w T v(4) me A ^-rsi [Mown s�'i SS"�••• •��1�,�� N-11-2 w[(fit"ems xIw � D�I�B�i�I, • • mr TNrt eLacK 1Bou1[➢eueeK , x�A •cWMe N01 aulw naM J'��`'_/B • • •• • Bnuc10.AL awwv sNu.[ — y� nAUC1URE DnuKTIKW at•1croK[ •• •• • • 9 L A1•m°a1°mita""DW m Pa.w14"0tntos • • • • • 999 ^^^"p1"L" 11R w^"a"T1"�b D"�I^1D a %S cMMKf CdAF Vee1—AUDL NL STe9..1—P, aI1M°uM ro.I—MI II rulK Wmw TIa Nrtle a •• • ar[.r[aMos aANL•➢pr EKDW rAa1 ax AWp TTIa.[ a. r v ve Tr v a e f I I ' swap Ac➢aBaw ro Aaa o-e^'"D1a atL•Wr wABaTn w Hari a 9000 Short,Lon •• • • • -�1- �1- -(--I- I {-� sGfDIFO Nq MD e[M NINVI TwP. _11eNlle,4 1A6[A [.FT h,wrohed, • • • Ire•Ia a-vr wH 1-ve•nx l ax'w"�""c"�"°'rwr4al➢II°VllTw^I"^% Ao m 'm and Oak Summit Panels AVAILABLE MACK CONFIGURATIONS -1-�- • N.T.S • ••• B°gnnolAT artiApi ww^^'("iur u^^0° 1'�1°"iw•Ar�^^^m1U wWOiIIA^nap Dw � MAW W DU Mx m/tl/01 WMU R (KW BY Mrz SFC-590-010 • •• •• .011 RRWS L 940dmR(P.E III w OD•91 xaF 2 a ••••• ••• • •••••• ••••• •• • •••• 000 • •••••• • •• •••••• 0000 • • • • • oma®�� m��E�®���■� mIla KaM9MAN REYANfia'.:EPKI�"� 3 &�sL�VavmR1.R!-iH -i MO 0 i. tn1V x4{8a!Mild FANKIMMAN MJ?+1m!R;9Mfw,-V,'-!� MEN +i�iLgII7� ®�®E .�� mcl mom MRA Fa fxkJA Al°. L,3 1'WEL sL .FTr avr a. �" ®®®®�� L�Tb;'',r!b"ST?Ftak�ct.,+._�'�E.•+ r�?'if'�'.Ha vE [M� r.._.�.n.�R!�>9 ®�!®Eu..a•�® 7aC�C.�1 rC�°9 wi�,�T.x?:gnr.° P-�k.,�, t �+>t.�.Di�': IrL �"L� f�Esa"�'a.�ik`P3k•?��� kFxMldTi'q�: �s . .� ,. MELIAMIUM NM EMMOLUMMMUM M&NOMP-1 Flag Wim ® m�m��-� a�.aa�®� &th++�'+k�o-u4sEskr'Xu��YF,a°� ESUMMMMO KMMMUEEA0 �Si OMMrAT ;G7mFr,�..�., �'iha' �e,:'�r�r.•��v:�. �1 .����bs �: r���a �*x'�>!r�a,L�r�.s�����:�,:�re rA�,���ir W.-YRCAW10,404��.�a��...��.tt.4'�±�, E77 e3' ` 1.Mm$r, WIP.Ci 2 4IBk3!Gd4u'v tlEk9f.lsl33�F SIE . _ ALN FAR.Qpa-CORPOR ON ®• CONSU jl4d 3z-NSIN � EV5 & PRODUCT DE ' EL �P T 4 too 000 0 `�Z o WIND LOAD TABLES FOR COMPONENTS&CLADDING •• • • • •• •H• •• _ •WINi S�ANbA ASCE 7-10 FBC 2010 EDITION '.GAYUdLJ)QC'RS ONLY County: Miami Dade Fiu� re 1' Wind Speed : 175 MPH h Risk Category : II Exposure Category : D e 1. Client J k `,�L CQO t7i.ClI-('. QDQ CS TOC. 2.Project Name: (Residential Projects Only) 3.Project Address: V N \Ag61h.0(k 3� CITY STATE ZI 4. Building Height: t'� - (See Figure 1 above) 5.Door Size: t6\/ MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. MEAN ,FOR.BUI IDINaWYTW6OF SLOPE,10 DEGREE FOR BULIDING WITH ROOF SLOPE<10 DEGREE ROOF DOOR WIDTH DOOR WIDTH HT. 8 FT. 9 FT. 12 FT. X16 FT.. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) X15_; 46.1 60.3 45.5 58.8 43.6 55. ", ,8 '5 41.1 50.0 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 16 46.7 60.9 45.9 59.4 44.1 55.7 42.2 52.0 41.5 50.5 42.7 55.5 42.1 54.2 40.4 50.9 38.8 47.6 38.1 46.2 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 573 43.4 53.5 42.7 52.0 44.0 57.1 43.3 55.7 41.6 52.3 39.9 48.9 39.2 47.6 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 44.4 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58.4 44.3E55.O43.9 .5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 49.3 64.4 48.5 62.8 46.6 58.9 44.7 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0 50.3 40.3 48.9 23 49.8 65.0 49.0 63.4 47.0 59.4 45.1 .3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41.4 50.8 40.6 49.3 24 50.2 65.6 49.4 63.9 47.5 60.0 4.5 .7 54.4 46.0 59.8 45.3 583 43.5 54.8 41.7 51.2 41.0 49.8 25 50.7 66.1 49.3 64.5 47.9 605 45.9 .1 54.9 46.4L60.3 1 45.7 158.91 43.9 155.31 42.1 151.7141.4 50.2 Notes :- -h =Eave height for roof slope_<10 degree. -Table above shows maximum design load for shown building height in end zone. For any other conditions/zones, design loads to be evaluated on project basis Disclaimer:- - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation -No portion of this document may be used or reproduced in any manner. JAVAD AHMAD,P.E. (except, however,for that portion of ASCE 7-10 set forth herein). FL#70592 EB CAN#3538 1235 SW 87th Avenue I Miami,FL 33174 1 T: 305.264.8100 1 F:305.262.6978 1 www.afeeng.com I alfarooq@afceng.com