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WS-15-939 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246183 Permit Number: WS-4-15-939 Scheduled Inspection Date: October 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Garage Door Job Address:5 NE 107 Street Miami Shores, FL 33161-7029 Phone Number Parcel Number 1121360070330 Project: <NONE> Contractor: JB GARAGE DOORS INC Phone: (305)751-3642 Building Department Comments GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Z9/_ Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 21,2015 For Inspections please call: (305)762-4949 Page 31 of 55 1y W°Wp oMiami Shores Village k 10050 N.E.2nd Avenue NE - - Miami Shores,FL 33138-0000 a a Phone: (305)795-2204 \� R�pA .. " 3v Expiration: 10/25!2015 Project Address Parcel Number Applicant 5 NE 107 Street 1121360070330 Miami Shores, FL 33161-7029 Block: Lot: EAST WEST PROPERTIES HOLE Owner Information Address Phone Cell L!EAST WEST PROPERTIES HOLDINGS 3900 NW 2 Avenue - MIAMI FL 33127- 3900 NW 2 Avenue MIAMI FL 33127- Contractor(s) Phone Cell Phone Valuation: $ 1,499.00 JB GARAGE DOORS INC (305)751-3642 Total Sq Feet: 00 Type of Work: Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-4-15-55270 DBPR Fee $2.00 DCA Fee $2.00 04/21/2015 Credit Card $50.00 $76.20 Education Surcharge $0.40 04/28/2015 Credit Card $76.20 $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 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 zoning. Futher ore,I authorize the abo a-named contractor to do the work stated. April 28, 2015 Authorized Signature:Owner / NApplicant / Contractor / Agent Date Building Department Copy April 28, 2015 1 CEIVED VS Miami Shores Village APR 21 2015 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FJB`C 2_01 BUILDING Master Permit No.1/lU �✓� " �J PERMIT APPLICATION Sub Permit No. U4I1-DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S N E t o►'1 A ' '@-R ewe+ City: Miami Shores 2 County: Miami Dade Zip: 33 1 lO Folio/Parcel#: k1 z).k-61,0 W-7 ©-370 ___ Js wke 5!i° 'sng INstasicaiRy Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): E15r ST (U F ST 1 !r S I PFior�e#` 3oS 'Z M -3y k4 8 Address: 3'105 �- City: (Y\' Am% State: 47-L Zip: 3 31 2 Tl Tenant/Lessee Name: Phone#: Email: CONTRACTOR:`Company Name:�n l✓O ma'a'_'bn2 i Phone#:66,5 D� -757 Address: , \�J U� "11 1 (� City: 1 �-� h rarr� A)S State:, Zip: 'S3 Qualifier Name: ,rT (�'p �,(� Phone#: 7Z.y.:S11 State Certification or Registration M Certificate of Competency M 06 j 9 bl_�_ DESIGNER:Architect/Engineer: Phone#: Address: C4 /: State: Zip: Value of Work for this Permit:$ q Skluzre,'Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: r���Y(� C-'7, 6r1a= U ''� -P_ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 lbsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature r - OWNER or AGENT —CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this G day of AAD r1 1 120 IS- ,by P)day of f ,20 by G,�I`AUN.A LLI 046%DD 7 who ersonally know C�?eVv\ k3 F='('119<,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification nd who did take an oath. NOTARY PUBLIC: NOTARY PU Ut: Sign: tiC` Sign: Print: ����'*� Print: T Seal: Seal: ,gNotary Public State of Florida Matybel Mustelier My Commission EE 182564 RONNI ANN BLANK orw Expires 03/25/2016 ' MV COMMISSInN #FFFF pr�'d '•'Ear s` EXPIRES October 1,2018 (407)398.0153 Flvnq;flotaryService.com Plans Examiner Zoning Structural Review Clerk \ (Revised02/24/2014) ® DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 04/15/2015 THIS CERTIFICATE IS ISSUED ASA 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 Risk Transfer Insurance Agency,LLC PHONE IFAx 707 East Washington Street (A1C, AIC No Ext: 866 481-9363 A/C No): Orlando,FL 32801 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Tachnology Insurance Company,Inc. 42376 INSURED INSURER B: Stafflink Outsourcing,II,III,IV,V&VI Inc. 1776 N.Pine Island Road INSURER C Suite 108 Plantation,FL 33322 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:SZ7LEHH7 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE 11NISURANCE 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR IN WVD POLICY NUMBER MM/DD/YYYY W MM/DD/YY GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE 1-1 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PE OT- El LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTo AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION TWC3464905 03/01/2015 03/01/2016 X WC STATU- OTH- AND EMPLOYERS'LIABILITYY/N TORY LIMITS I ER ANY PROPRIETOR/PARTNER/EXECUTIVE F--1 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states(ND,OH,WA,WY)and other states(AK,HI,ID,OK): J.B. Garage Doors.Inc.#4010(Effective 03/01/14 This certificate only applies to License#000018962. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Miami Shores Building&Zoning Department AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue Miami Shores,FL 33138 Page 1 of 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 4/16/2015 Detail by Entity Name Detail by Entity Name Florida Limited Liability Company EAST WEST PROPERTIES HOLDING, LLC Filing_Information Document Number L09000027055 FEI/EIN Number 900452327 Date Filed 03/19/2009 Effective Date 03/19/2009 State FL Status ACTIVE Principal Address 3900 NW 2ND AVENUE MIAMI, FL 33127 Mailing Address 3900 NW 2ND AVENUE MIAMI, FL 33127 Registered Agent Name & Address STEADY MANAGEMENT, LLC 3900 NW 2ND AVE MIAMI, FL 33127 Name Changed: 03/15/2011 Address Changed: 03/15/2011 Authorized Person(s) Detail Name & Address Title Managing Member STEADY MANAGEMENT, L.L.C. 3900 NW 2ND AVENUE MIAMI, FL 33127 Title Managing Member A.L. Trust 3900 NW 2ND AVENUE MIAMI, FL 33127 http://search.surbiz.org/Inquiry/CorporationSearctVSearchResUts?InquiryType=En*Name&IngLiryDirectionType=ForwardRecord&SearchTerm=east%2Ow... 1/2 4/16(2015 Detail by Errtity Name Detail by Entity Name Florida Limited Liability Company STEADY MANAGEMENT, L.L.C. Filing Information Document Number L09000025849 FEI/EIN Number 611592847 Date Filed 03/16/2009 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 08/22/2013 Event Effective Date NONE Principal Address 3900 NW 2ND AVE MIAMI, FL 33127 Mailing Address 3900 NW 2ND AVE MIAMI, FL 33127 Registered Agent Name & Address LEIDESDORF, EDMOND H 3900 NW 2ND AVE MIAMI, FL 33127 Name Changed: 02/01/2011 Address Changed: 02/01/2011 Authorized Person(s) Detail Name & Address Title MGR LEIDESDORF, EDMOND H 3900 NW 2ND AVENUE MIAMI, FL 33127 Title MGR MARULLI, NICOLE httpJ/search.strbz.orglInquiry/CorporabonSearctVSearchResLAtDetail Nngwrytype=EntityName&directionType=lNbal&searchNameOrder=STEADYMANAG... 1/2 TOP FIXTURE 5-1/2' 4" X 0.1" m END ROLLER HINGE -STEEL PLATE WITH ONE 5/16-18 MS W/ NUT rn W/ (6) #14 X 5/8" SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER of WITHOUT DELRON SLEEVE (STD.) O \`�� (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT 0 WITH DELRON SLEEVE (OPTIONAL) �� CENTER STILE Z ph w j 0 0 1 CENTER STILE O Q 2 A I• W00 0 Oil m Q IL -- O w l - O � I p I / V --- `f V 1X >M G I1t 7-1/2" X 2-1/4" X .071" 0 IL < ,1 ----- - - - Q Ti t p GALV. STEEL CENTER HINGE 100 0 n \\ Yl/ (4) #14 X 5/8" SMS ' L` B i c0 o z o Q w 3 H \ WITH DELRON SLEEVE (OPTIONAL) B / '� _ 0 0 0 (L Z to o LOCK ---- --- - - - z z z M g j 2/ DOOR --- I 0 0 00 Q w `� o r= 0 H w o w 0 to oto 0 • •• +/ a a I 1" W X .15" THK. LATCH /' —= V _ --- - __ 1'r J °° LL i••••i ••• • i •••• STANDARD LOCK -___--=-- _ - 00 • • ' ' ' \ 00 SPRING LOADED SLIDE BOLT (BOTH SIDES) •••••• \ •••••• • • • • �, FASTENED Y1/ (4) #14 X 1/2" S.M.S. --- r�J T- J O to • • :•:••: �� to 5/8" MIN. LOCK ENGAGEMENT j V J O L j V) ••••• • •• •• -CONFORMS TO SECTION 1008 REGARDING GARAGI` DOORS I Q J .... ...... E •••o•. •• • •••• - ---------- Q Z N • • • • • __ _ / ---- I < _ z 00 Ltj • • DOOR HtIGHT ••FCA9ISTS OF Q (n O I ••"'• 6'-6'8•• 2 SECTICINS'1'8' 2 SECTIONS 21' .158 DIA. GALV. AIRCRAFT TYPE /� \\ // p \� \� If L y O D_' Q '0 •• 6'e-Ob• f SECTION #Sr 3 SECTIONS 21' CABLE & NICO-PRESS SLEEVE t / �� OPTIONAL VENT A F- O 2 O to W/ MIN. 5 TO 1 SAFETY FACTOR r tl I (3) 5" WIDE AT 7" Q.C. MAX. OPTIONAL FLUSH 'FACE U O _ , •�••• 7i••• 4 SECTIO 21• - I ( O I f p I i OPENING AREA NOT TO EXCEED Y/00D GRAIN DESIGN w Q o t 120 SQ. 1N. COLONIAL DESIGN m J 7'-6" 5 SECTIONS 18' - 6" X 3" X 0.1" t /t / �' Q N Q 7'-9" 4 SECTIONS 18' 1 SECTION 21' STEEL PLATE \ �) \\ ��' 0 *-_ H 8' 3 SECTIONS 18" 2 SECTIONS 21" \ p , 1 ® , MAX, DOOR V11DTH -_ WITH (2) #14 X 5/8" SMS �\ �\ ' 9'-4" 2 SECTIONS 18' 3 SECTIONS 21" 8'-6' 1 SECTION 18" 4 SECTIONS 21" W-9. 5 SECTIONS 21' - BRACKET BRACKET INSIDE ELEVATION s' 6 SECTIONS 18' — STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 9'-3' 5 SECTIONS 18' 1 SECTION 21' DOOR OPTION 4= ta i W-6' 4 SECTIONS 18' 2 SECTIONS 21' o Z O1 A 9'-9' 3 SECTIONS 18' 3 SECTIONS 21 N " 7-7/8" X 3-1/8" X .010" c � Ln m 1 10 2 SECTIONS 18" 4 SECTIONS 21' STEEL PLATE DAB DOORS INC. o o W W 4TI1 t0'-3" 1 SECTION i8" 5 SECTIONS 21' CENTER SLE WITH ( } #14 X 34" SDS/ Hurricane Master® Model 824/811 _ 10'-6" 6 SECTIONS 21" - 10'-9' 6 SECTIONS 18' t SECTION 21' OUTSIDE #14 X 3/4" SELF DRILLING SCREWS MAYAY BE USED Max. Size 9'-4'' X 16'-0" High N o Z t tf' S SECTIONS 18" 2 SECTIONS 21' HANDLE END STILE IN LIEU OF #14 X 5/8" SMS With Window lite Option °' ; z Z 11'-3' 4 s£cnoNs i&' 3 sEcnoNs 21' DESIGN PRESSURE RATING = + 50.0 PSF 11'-6' 3 SECTIONS 18" 4 SECTIONS 21" u THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT a a 11'-9' 2 SECTIONS 18' S SECTIONS 21" 1 LOCK BAR GUIDES - 6�'a PSF 12' 1 SECTIONS 18' 6 SECTIONS 21" INSTALLED ON END STILE a v o ^ o 12'-3' 17 SECTIONS 21' - WITH (4) #14 x 5/8" SMS GENERAL NOTES > ' 12'-6' 6 SECTIONS 18' 2 SECTIONS 2f" 4 c co x 42'-9' 5 SECTIONS 18" 3 SECTIONS 21" o .18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 13' 4 SECTIONS 18' 4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) 13'-3' 3 SECTIONS 18' 5 SECTIONS 21" ON EACH SIDE OF ODOR INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 13'-6" 2 SECTIONS 18" 6 SECTIONS 21' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr, JAVAD AHMAD FRORUCTREVtSM a j o 13'-9" 1 SECTION 18' 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL 0OvI p10%Widktheflwi& I � �d 14' 8 SECTIONS 2t' - LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.. PE 70592 � �,� 0 14'-3' 6 SECTIONS 18' 3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT CAN. 38 ; 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aoougttnvel3o � 14'-6' 5 SECTIONS 18" 4 SECTIONS 21' LOCKS SHOWN ABOVE $ 14'-9" 4 SECTIONS 18' 5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWty IN +q� t $ h I 15' 3 SECTIONS 18` 6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. LQr� BY 15'-3" 2 SECTIONS 18" 7 SECTIONS 21" S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 11661090i&prO&KII tbfi� drawing no. i 15'-6' 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01 -09 9 SECTIONS 21" - BUILDING CODE, TAS-202, TAS-201 do TAS-203 FOR HVHZ AND 16' 16 SECTIONS 18" 4 SECTIONS 211" ASTM E1885-05/ASTM E1996-09. sheet 1 of i f Q 24 6A. S;FEE+ FIANEE: 0 ~ 3/16" ALUM RIVETS ! Z16 o o �P Q FLAPS BENT OVER PANEL I ° a E N ° ifl ° 0J ° J a jx c IL ,f 0 h [.024" STL. PANEL 1/2" PUNCHED HOLES J (j It ® 4" O.C. cy I w cM� OUTSIDE OF DOOR 0 a ¢p g 0 I N c t Q w30 LL z to 2 M J �mQ Q Lu�� I � 1 � STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER ° .. TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' • ••• •• .000 • (PULLEY THREADED}LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE END STILE w •••••• . .....; ' ONE PER BRACKET POSITIONED AT EYE LEVEL O ...... . . . . ANCHORS AT TRACK BRACKET: o � •• • •••••• OPTIONAL STOP MOULDING A) 3/8' DIAPOWER-BOLT 8Y 'POWERS' W M BY DOOR INSTALLER 2" MIN. EA18E0 INTO CONCRETE C9 > Ld •••••• FQQR Cii��l!NECTION d •MOOD BUCK Q ..... tQ A tNRY S � G ON SHEET 4 1-7/8" MIN. EDGE DISTANCE of LL •••*•• •• • •••• #14 X 5/8' SMS V • • • • 3/4" X 2" X 2-1/2" X. 18 GA. STEEL Z • • • •• • •• 6 PER HINGE B) 3/8' DIA. HLC SLEEVE BY HILTI — Z co END STILE, CONNECT TO PANELS WITH i•••• ••• • 1/2- X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK -J m rn 0p 1 SOOTHERN PINY • GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z (E Q •�•••• *:V.55 S.(? a •• a EDG DIST. O O � END STILE WITH 3/16" POP RIVETS ® 12" O.C. 4' MIN. EDGE DISTANCE INTO FILLED BLOCK 0 Ln • •••• • s• : e h- Q z • �' • C) a = N •••••• •.•• a a.' 1LI O CONCRETE f'c = 3000 PSI LAIN. u7 • e"e a 1-7/8" X 2-5/8* X .045' STEEL aa r� CENTER STILE, GLUED AND RIVETED DISTANCEEDGE C-90 GROUT FILLED BLOCK f'm = 2000 PSI LAIN. m 1 TO PANEL 1V/ (4) 3/16" RIVETS Q N Q w y0 = f- POP RIVETS ,• 1 1/2" MIN. �o s en --aj1_::3/16 X14 X 5/8" S.M.S. 4/ HINGE 1-3/16" � I = z = N N m fA p N f/l C F=- N F 1=- ANCHOR TYPE A OR B w m w 1.9" X 2.19' X 3.3" X .102" /(I) PER BRACKETSTEEL TRACK BRACKETSSESHEET 3 FOR BRACKET SPACING SEE SHEET 3 FOR SPACING zCW7 z z 1 i 1 I 1/4-20 SS BOLT & NUT 1 n !d » ° N O n/ Lj/ O .0 " GAV. ST foo 7-1/2" X 71 L EEL - CENTER HINGE 7-1/2" X 3" X .071" _ - END ROLLER HINGE 7/16" us Nu SECTION B—B / P H T INSTALLED ON ROLLER SHAFT o Engr: JAVAD AHMAD 1 0 INTERIOR SIDE 1.82" DIA. x .50" STEEL ROLLERS (STD.) CML PRUL)UL-1 REVIsa) RA PE f 70592 ms C4 _ STEEL TRACK 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) CAN. 3538 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) Ac epftft Pio L4. 8 o n FASTENED TO TRACK PLATES 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) ; G _ WITH 5" STEM qtt S SLOTTED M.S. LOCKRNUT HD �� •LUrdrawing no. NG Product C'.a- 01 -09 sheet 2of 5 I POP RIVETS 2 X 2 X 1/8" HORIZ. ANGLE m 9 2° 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT Q + 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH TWO WELDS AT 1-1/2' APART rn GALV. STEEL o _ TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT FIRST AT 3" O.C. 1 FASTENED W _ 3 PER BRACKET REST AT 9" O.C. / (6) # 14 X 5/8" S.M.S. _ / j A + o CONNECTED TO FLAG BRACKET ANGLE Z ? .090 THK. GALV. STEEL ADJUSTABLE Y1/ 3/8-16 X 3/4- BOLT & NUT 0 0 SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES . AND TO SPRING SHAFT GUIDE WITH z N Y!/ 5/16-18 X 3/4" HEX HEAD - - MELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A J (2) 1/4-20 X 5/8" BOLT & NUT a 2 N � M. SCREWS & NUTS. FASTENED TO TRACK - -- a WITH (4) 1/4-20 SS. BOLT & NUTS + TOP BRACKET -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 0 0 M (STANDARD) - x TOP BRACKET ILa (OPTIONAL) I VERTICAL TRACK 0 t '0 = LOW HEADROOM DOOR 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X .080 V p N w HORIZONTAL REINFORCEMENT SECTION A—A 0'a>Q $ W J 1/2' X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104" 0 a h o e1 W GLUED TO PANEL AND FASTENED TO GALV. STEEL 0 ao 0: ao z VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8' S.M.S. N N (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR Q 3 u1 LOW HEADROOM DOOR OPTION {� Z to M HORIZONTAL REINFORCEMENT DOOR * SECTION HEIGHTS BRACKET PLACEMENTS J 5 Q -1 1/2" X 1-3/4" X .059" FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 57H B1 B2 B3 B4 85 86 67 88 m GLUED TO PANEL AND FASTENED TO - VERTICAL STILES WITH ` 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - �� (2) 3/16" POP RIVETS 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67- -. >_ z - • +Ao 5/16" MEETING RIB7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67"7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45" 5S" 67" 78-1/4" 1.82" DIA. X .50" ROLLERS F 8'-0" 21 ' 18" 18" 18" 21" 1 TO 2 11-3/4" 23" 34" 45 56 67" 78-1/4" 0 03 -W/ .44 DIA. X 4-1/4" STEM w 0 *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O• • FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 0 w r 0 000 OPTIONAL INSULATIONS:••• BY 'DYPLAST PRODUCTS LLC' z o m Q LL•�•i• • EPS-EXPANDED POLYSTYRENE d0 m / a' U = 't � 1.9" X2.19" X3.3" X .090'•••• •• DENSITY = 1.05 PCF O / Q Z �• STEEL TRACK BRACKETS• N.OA 11-0926.07 00Li7_ # n 2-3/16" HIGH / �••0• N • • OR m CONNECTED TO TRACK YlITH Q � rnm 1 ISO-25 POLY-ISOCYANURATE / Z of ••••• x z •••• ) 1/4" BOLTS & NUTS. / _ Q DENSITY = 2.0 PCF / O O �0 ,n • w••• ="- " N.O.A. #11-0926.06 m r j F-- O Z •i••• ¢ •• - �• • OR Ld O Q o o • :-�-- --- rn Lil BY `CELLOFOAM NORTH AMERICA' / •• `......... DENSITY = 1.03 PCF ul % < -� - N.O.A. #10-1 129.04 m % 2 r OR BY 'INSULFOAM LLC' j DENSITY = 0.92 PCF m j / N.O.A. #14-0311.08 / / m 14 GA. GALV. STEEL LI L ROLLER HINGES FASTENED m i i cn W/ (4) #14 X 5/8" SMS m y o a O r y ~ MIN. .024" ROLL FORMED STEEL PANEL u � a W DRAWING QUALITY G-40 _ z MIN. YIELD STRENGTH = 34 K51 TRACK CONFIGURATION N o ? o o WITH PRIMER AND BAKED-ON POLYSTER PAINTED TOP COAT z " z LL f APPLIED TO BOTH SIDES OF STEEL W _ OC M tU e7 �0 z VERTICAL LIFT HIGH LIFT STANDARD LIFTLOW HEADROOM N DOUBLE TRACK L AVAILABLE TRACK OPTIONS s 12 GA. GALV, STEEL Engr. JAVAD AHMAD PRODUCi'REVMD C3 CIVIL Wftv'0%with dwfiww BOTTOM BRACKET FASTENED FLA PE 170592 j W/ (4) #14 X 5/8" SMS CAN. 3538 AcccptmmN. Jf�XPlrtt ( 0 s . V n 7 V O BOTTOM SEAL ��� �bs� Wcxl,c VAw&a4 drawing no. .058 ALUM PLATE Yin 1/8' X 1" S.M.S. @ 48" O.C. 01 -09( -09 SECTION A—A AND RUBBER WEATHERSTRIPPING sheet 3 of 5 i i ( 3�4 m DGE o F Z 1-1/2" MIN. 1 F I fl 'E DIST. o /11IJDIST_ m Zwom ` ` _�3N I m3 �•\ � IL o 28Y I 1/4" DIA. LAG SCREWS 28Y XFROM ENDS WOOD BU L I 1/4" DIA. LAG SCREWS WOODBU I AT 6" I "—AT 6" FROM ENDS O: 1 AND 19" O.C. MAX. I AND 19" O.C. MAX. Q V h I\ [ vi C° Wm o �CO � 0 0 Nj a LLI �. z M tf) 2 �I i .� � MQ wz — I 0.0. OPTION 'A'' OPTION . 0 �•••• •�•••� WOOD QVCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVr7Y SG=0.55 MIN.) 0 0 0 •• • THEifiJ fAkATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT L j In • TO WQQD eWRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Ld Q_i 1 0000• • � •••••• WL • •f�F�QUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. LL 0••,0 • • FOR aR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHOR SPACING � 0i •••• 0000 VERM*AW APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. < Z I_-V) EOI :0006 000• • •• •••• 3/8" HLC SLEEVE BY HILTI' CONC. 1-1 4 8" 1-5/8" 00 LLd U3 • • •••••• 3/8 HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4' 8" 4" Q V) 0)O 1 0000• 0000 0000•• 3/8- DYNABOLT BY 'ITW' CONC. 1-1 2 3/8" DYNABOLT BY '[TW' FILLED BLOCK 1-1/2- • •••• : •••• 5/16- X 1-5 8" STEEL STRUCTURE BY OTHERS / 8" 2-1 4' � O Z / / 3/8" POWER-BOLT BY 'POWERS' CONC. 2' g" 1-7 8" 0 01000 0000 • • LAG SCREWS - MUST SUPPORT THE LOADS IMPOSED / 6 a • • BY DOOR SYSTEM 3/8" SLEEVE-ALL BY 'SIMPSONS'1 CONC. 1-1/2' 8" 1-7/8" V) �� M 0000 AT 12" O.C. CONCRETE f'c = 3000 PSI MIN. Q N Q J _ 5/16' DIA BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. z WOOD BUCK CONNECTION TO MASONRY 'n' WITH WASHER & NUT AT 12" O.C. MAX. EDGE DIST. PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH I 1/4" ULTRACON BY 'ELCO' WITH SPACING OF I �, z 16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED \ •d m 16' O.C. INTO 3000 PSI CONCRETE, PATH 1-3/4" MIN. EMBED mow v 2-1/2' MIN. EDGE DISTANCE I 1-1 4" X 2-1/2" X 14 GA I c 'r' / CONT. STEEL ANGLE 1-i/2" 0 W � ' 1/4' TAPPER BY 'POWERS' WITH SPACING OF 14" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED --- 12 GA. GALY. STEEL v V, a 16" Q.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED FLAT BRACKETS t3" LONG 2-1/8' X 1" X 14 GA. N " z v I 3' MIN. EDGE DISTANCE 1/16' X 2-1/2' GALV. STEEL TRACK °� z R 1 FILLET WELDS AT 12' O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES i 3/8' CONFLEX BY 'ELCO' OR AT I2' O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-20X5/8" TRUSS HD. > ' 3/8" LDT BY '[TW' WITH SPACING OF CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE Tri 2' MIN. EDGE DISTANCEn c ri CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 3/B" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •5 o 0 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 0) c 18" Q.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2' MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION 0 PREPARATION OF JAMBS BY OTHERS Engr. JAVAO AHMJkO PRODIJCTREVISFD 1 0 CML o FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA PE ¢ 70592 05 l� da fie" o = ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NQV_N. 3538 A de 1 T BY DOOR SYSTEM. rV Y e a FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WfTH NO ENGINEER OF ?014 Etat ; $ RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY 8Y BUILDING OFFICIAL UPON INSPECTION. 1► r[Y�Ptoducq{�a drowing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (9.33' X 50 PSF)/2 = 233.3 Lbs per Ft. 01 -09 1 --09 MAXIMUM INTERIOR(-) LOAD PER JAMB = (9.33' X 60 PSF)/2 = 279.9 Lbs per Ft. sheet ¢ Of tj a e c IV D of %1.2 CITY 13Y PERMIT#: COPY Mian;ShCres ZOMNG D ' BLDG DEPT (s- (73 SUWECT io CrIMPLINCE WM ALL,FEDERAL -.� STATE AN) (,Y Wl V r*'L;�APJ�REGULATIONS ...... . . . . ..... . . ...... ..... .. . .... ...... .... ...... ...... .... . . fLl A r. 1 J), 2015 U: j4AM No. �d9� Y. 1 . . ... . . . ... . . . . . . . . . . • moo. • • • . , -_ 11k1k. AL4:"4W�ZOOQ CORPORATION V4'�SLTti Q*.•ENG [ NEERS & PRODUCT 4,=. . . •..E 'l• DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS&CLADDING •. ;•. ;•%iIM STANDARD:ASCE 7-10.FBC 2010 EDITION •• V - GARAGE DOORS ONLY County: Miami Dade Fieur I Wind Speed ; 175 MPH h Risk Category : II Exposure Category; C IN 1. Client 2.Project Name: (Residential Projects Only) 3.Project Address: _ �' ' F 7 ' CITYSTATE ZIP 4.Building Height: 16' (See Figure 1 above) 5.Do6r Size: MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. SEAN FOR BULIDIIYG NY[TH ROOF SLOPE>10 DEGREE FOR BULIDIHG 1VITH ROOF SLOPE<10 DEGREE ..}ROOF ---~ DOOR WIDTH DOOR\ViDTH HT, m;�$_.FT9 FT. 1 12 FT. 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. (FT) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+)ILF(-1 PSF(+) ASF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) 15 38.1 49.7 37.5 48.5 36.0 45.5 34.5 42.5 33.9 41.3 34.9 45.4 34.4 44.3 33.0 41.6 31.7 38.9 31.1 37.8 38:6-"5U"3' 38.0 49.1 36.4 46.1 34.9 43.0 34.3 41.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5 38.2 17 '7311r. '30-.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 38.8 50.2 37.3 47.1 35.7 44.0 35.1 42.8 136.2 147.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47-71 36.1 44.51 35.5 43.2 36.6 47.5 36.0 46.41 34.6 T45,534-7 40.7 32.6 39.6 20 40.4 52.7 39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 41.2 33.0 40.0 21 40.8 53.3 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37.4 48.6 36.8 47.4 35.4 41.6 33.3 40.4 22 41.3 53.8 40.6 52.5 39.0 49.3 37.4 46.0 36.7 44.7 37.8 49.1 37.2' 47.9 35.7 42.1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 42.5 34.1 41.3 24 42.2 55.0 41.5 53.7 39.8 50.3 38.2 47.0 375 45.7 38.6 50.2 38.0 49.0 36.5 43.0 34.4 41.8 25 42.6 55.6 41.9 54.2 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 46.5 35.4 43.5 34.8 42.2 Notes oes • -h=Eave heightf&roof slope<_10 degree. -Table above shows maximum design load for shown building height in end zone. For any other conditions/=ones, design loads to be evaluated on project basis 201 Disclaimer :- -This document is not valid without the embossed seal of an engineer employed by Al FaroogCotporation SL -No-portion of this document ntay be used or reproduced in any manner. JAVAD AHMAD,P.E. (except, however,for that portion of ASCE 7-10 setforth herein). FL#70592 EB CAN#3538 1235 SW 87th Avenue I Miami,FL 33174 1 T:305.264.81001 F:305.262.6978 1 www.afeeng.com f aifaroogcafceng.com MIAMI•DADP INIIA'MI-DADE COUNTY low PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTAIENT OF REGULATORY AND ECONOW11C RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE AD]1IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecanomv DAB Doom Company,Inc. 12195 NW 98`h Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable piles and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-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 ••••: s*Xproduc for r.kterial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined • 1; Mlami-Da¢e Cotmty Product Control Section that this product or material fails to meet the requirements of the •••••• •�pplim le building Bode. • TDis product jC j&oved as described herein, and has been designed to comply with the Florida Building Code, • including the Ijigh.Velocity Hurricane Zone. ..... 013MRIPtICNP Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4" Wide w/ ••• •• V1' i(low L4e"�tion(DP+50.0,-60.0 PSF) •••• APMOV4>�.*&CUMENT: Drawing No.01-09,titled "Sectional Garage Door",sheets 1 through 5 of 5, •••••• datge 1.02/014?.l ],.with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation,signed and .wAed by Jwad.Ahrnad,P.E., bearing the Miami-Dade County Product Control revision stamp with the .:.... Vc4ice of Aceeptance 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 narne or logo,manufacturing address,model number, the positive.and negative design pressure rating, indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been Fled 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 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 NOA#12-0110.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MOA No. 14-0814.04 MIAMR)ADECOUNTY /rr Expiration Date:August 9,2016 �/ Approval Date:February 5,2015 Page 1 orj2�I�G15 g DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMHTTED A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5,_dated 02/01/2001, with last revision I dated 11/03/2014,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitter!underNOA#09-0128.04" 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 24113.2.1,TAS 202-94 •;•••• ,alohg with marked-up drawings and installation diagram of a DAB 824 24 GA ••Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& ...... . .. .. ••••• •;•••; :•:9 Laing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008, signed and .. .scealed by Candido F. Font,P.E. ..:&Minitted under NOA#09-0128.04" •;•••• •:••2. ••'•Pest report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by ••• 0000•• : H-8iit7cane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by •••• Candido F.Font,P.E. "Suhnnitted ruinerNOA #01-05X6.03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No. HET101-974A, dated 01/29/2001, signed and sealed by Hector M. Medina,P.E. 4. Test report of Uniform Static Air-Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering &Testing,Inc.,Report No. HETI 01-969, dated 01/18/2001,signed and sealed by Hector M.Medina,P.E. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation,Test Report No.258592, dated 08/17/1998, signed by W.A. Jackson,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 14-0814.04 Expiration Date:August 9,2016 Approval Date:February 5,2015 E-1 ' DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. -- CALCULATIONS 1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Sribmitted under NOA#09-0-128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS . .. 1. . Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics for their ••• •• 'hexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018 ... . • 0:690: -2. • Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC, for their •;•••• jnsolfoarn Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 1' • •" 1929/2017. . g **:3. .'notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded .P4ystyrene Block Type Insulation approved oil 11/10/2011 and expiring on 01/11/2017. • •. .;4. NQdce of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their .."yplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on ...... .... ..N01/2017. • ••• 5. ;•IfCgce of Acceptance No.10-1129.04, issued to Cellofoam North America Inc,for their ••. Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA #05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J. L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5'h edition(2014)FBC and of no financial interest issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahpad,P.E. e,7 Carlos M.Utrera,P.E. Product Control Examiner NOA No.14-0814.04 Expiration Date:August 9,2016 E Approval Date: February 5,2015 -2