Loading...
WS-12-1209Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175326 Permit Number: WS -7 -12 -1209 Scheduled Inspection Date: July 26, 2012 Inspector: Rodriguez, Jorge Owner: GROPPER, ADAM Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: PAMSCO INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050090480 Phone: (305)887 -3090 Building Department Comments FRONT DOOR REPLACEMENT Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 25, 2012 For Inspections please call: (305)762 -4949 Page 9 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _ co n it INSPECTION'S PHONE NUMBER: (305) 762.4949 BU DING PERMIT APPLICATION Permit Type: JOB ADDRESS: �� `' M©,77, 0 2612 Illi! BY: FBC 2010 Permit No. 'MP, —4 Master Permit No. ROOFING 970/ NNE /3 t E City: Miami Shores Folio/Parcel #: /i_ ..0..66 County: ®5- C9p Miami Dade zip: x3/39 Is the Building Historically Designated: Yes NO � Flood Zone: Y OWNER: Name ((Fee Simple Titleholder): /4 04 m 4- A/AR1 ‘ 40 Pie, Phone# SQ3 -S'O5�— `7 �!t7r Address: 990/ . ro (, / 3 4j 'E 7 City: I4 A Ai i s/Aga £ 5 State: / �r t Zip: 3-1V3 Tenant/Lessee Name: Phone#: Email: 6'1a// z /ems 3a5= yS-0- Ws- CONTRACTOR: Company Name: tJ 4194.ccc //&C Phone #: JO 5 _997 309 G Address: �6 ® V. uj. el 3 6-71 ° /�- City: 41 C' C 7' State: A 4- Zip: ?� i‘ Qualifier Name: R' d E d 7 ‘&05-S / Phone #: J7 e'6'7 °30 9a State Certification or Registration #: C4C 4 ° CJ.?a 96 Certificate of Competency #: Contact Phone #: .30s2-e, 9 7 -3G ra Email Address: era SS/ CJ / ,aA7M57O C. ( ti r 7 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 259O. Square/Linear Footage of Work: Type of Work: OAddition Description of Work: OAlteration l]New ORepair/Replace ODemolition No 11 F ,L BloS zf de ,_4 w ° /10 me 7 € 47£ 120 tO da 00 Color thru tile: ******* ***+ x**w **********+x************** Fees* Tex***** ***+ x****+ x******+x+x*+n*************** Submittal Fee $ Permit Fee $ (e' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ '71 a Cf 0 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 ET.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A} }DAVIT: 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 commenc ant must be p ed at the job site for the first inspe 'o hick occurs seven (7) days after the building permit is issued. In absence of s posted notice, the inspection will no lr /. 11 pro ed and a reinspection fee will be charged. al Signature V . \• wner or Agent Contractor The fore oing instrument was acknowledged before me this / The foregoin instrument was acknowl ged before / me this day of , 20&-, by 6j?Pt .,✓ day of O , 20 /2 , by VC" 7 ASS, S, who is personally known to me or who has produced who is personally known to me or w has produced As identification and who did take an oath. as identific o and who did take an oath. NOTARY PUBLIC: Sign: Prin M C ssion Ex ***************** APPROVED BY �••= MY COMMISSION # EE032278 ��. EXPIRES Oclob•' . 05, 2014 ( 407) 393 -01 53 Floridallotn,>l _r'ire.com ( 1/4,1 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) . My COMMISSON#DD947604 EXPIRES: April 18, 2014 Zbru Notary Public Undennr(ters Zoning Clerk Client#: 1441739 ACORDT. CERTIFICATE OF LIABILITY INSURANCE I DATE(MM/DDIYYY) 5/23/2012 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 POUCIES 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condltlons 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 BB &T- Oswald Trappe and Company 2200 N Commerce Pkwy, Ste 204 Weston, FL 33326 954 389 -1289 CONS CT rat, ExO: 954 389 -1289 (a, No): 8664024684 (EADDREss. gCLAIMS. 05/15/2013 INSURER(S) AFFORDING COVERAGE NAIC 0 INSURERA: Hartford Casualty Insurance Com 29424 INSURED PAMSCO Inc 8160 NW 93rd Street Medley, FL 33166 INSuRERB: Hartford Underwriters Insurance 30104 INSURER c: Phoenix Insurance Company 25623 INSURER D: INSURERS. PERSONAL & ADV INJURY INSURER F : COVERAGES CERTIFICATE 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 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 BYQ PAID tTR TYPE INSURANCE INSR WVO POLICY NUMBER 21SBABM5323 DIYYYID;ASI►rYr) 05/15/2012 gCLAIMS. 05/15/2013 LIMA EACH $ 1,000,000 A GENERAL X LIA&LnY COMMERCIAL GENERAL LIABILITY ppGGOCCURRENCE no ISES (Ee occurrence) PRE $ 300,000 $10,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER —1 POLICY n as- n LOC PRODUCTS - COMP/OP AGO $ 2,000,000 $ C AUTOMOBILE X _ X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ X SCHEDULED AUTOS AUTOSED BA2B056424 12/06/2011 12/06/2012 (EM dent) E uMlr $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROP DAMAGE (Per accident) $ $ UMBRELLA IJAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' IJABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YI N OFFICER/MEMBER EXCLUDED? N (mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N 1 A 21WECGH4202 05/15/2012 05/15/2013 X OrRVTUMMITS I IERH- EL EACH ACCIDENT $500,000 EL. DISEASE - EA EMPLOYEE $500,000 $500,000 El. DISEASE - POLICY UMIT DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE FAX 305 756 8972 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r' " .4.44{0 © 1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #58649577/M8634526 LIGO STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSICtTAL REGULATION CONSTr JCTION II;DUSTRY LICENSING BOARD (85 0) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ROSSI, ROBERT J PAMSCO INC 13020 N W 3RD ST PLANTATION FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yncht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better For info rmatbn about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learr• more about the C. partment's initiatives Oui mission et the Depaitmer:t Li.ense Efficiently, Regulate Fairly. We - -istantly strive to serve yc,: getter so that you ran serve y. :.ur customers. you for doing h.:skit:at, in Flordr , and ^ ^nnratulations on your new license! keit .4.993987. ACH HEpE STATE OF FLORIDA AC# 499398 DOARTMEN'I.. O BUSINESS.. M D.:: "- :'7120l BS; IONA +..+REGULATTO1 '.,CGCAO307.O , 0614:449 .`0:904823' 6 CF,RTI FI,ED " GENERAL .CONTRACTOR RQS'`SI R k3 : ": :� ..,. P71'NS CQ I AtG r.... -, • ; IS . CERTIFIED under the provisions of Ch. 489 F. bat 4e11. on 8nz:., ADV4 ..37,.. - ,12.93.2 " 1+1.00¢3.400606;' STATE_ OF FLCaIDA_ :DEPARTMENT sOF BVS ?NE 'S ,AND • PROFES IbNAL REGULATIai MN c"RUOTION TRY nLTCM SIN._ li#OAD SEA# Li00 6140 06 9 E DATE BATCH NUMBER LICENSE NBR • 06714/2.0110 096482316 CGCA.0,3070 The GENERAL CONTRACTOR Named below IS CER.TIF.IED` • Urilder the provieion.s of Chapter. ° 48°9. Expiration date: AUG 31, 2012' ROSSI, ' :ROBERT J PAMSCO 'INC . 1302'0 N W 3RD 'ST PLANTATION CHARLIE CRIGT GOVERNOR. L'6 209^ Obis t +ARt E `'tkIEM I34Ti R:IM - :SZcR.ETAR : ,��� j iAgo j d917:90 01. 61. u MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. - 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A'- ART. 9 & 10 ;. 422119 -8 BUS11�(F,S$eI,AME J,OCA11ON FI''AA811115a61100uNWWW1IVVll93 ST 33166 MEDLEY - THIS IS NOT A BILL - DO NOT PAY °Mt:1ISC° INC sec1T,yge% DA BUILDING THIS IS ONLY A LOCAL RUSNESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- *DONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR409 /20/2011 60000000157 000045.00 SEE OTHER SIDE CONTRACTOR FIRST -F" ' SS U.S. PO TAGE PAI MIAM! FL PERMIT '0.231 RENEWAL STATEWC I& %%3070 440833 -2 WORKER /S 3 DO NOT FORWARD PAMSCO INC JORGE GARCIA PRES 8160 NW 93 ST MEDLEY FL 33166 felleMt dt,„ii nit 1itfffffllillff ffl1lf21 • ()° Permit No: 12 -1209 Job Name: July 3, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide substantial improvement verification worksheet. Available at www.miamishoresvillage.com or at the front counter. 2) Provide a plan that does not have other work on it. Provide the wind Toad design criteria and the design wind load for the door. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 3 1iL4 Permit No: 12 -1209 Job Name: July 9, 2012 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide the wind Toad design criteria and the design wind load for the door. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from tte plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 FA 3 _ 1"19 RIFI S ET in accorciance'with FEMA regulation and- Miami'ShorQS.Village Flood Damage P vention Ordinance the costs of all vements:must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be s'ain ott-the worksheet. The cost of improvements must include demolition, raw and finished: Materials (Wilde those donated), labor (including volunteer and self-performed), Consiruc ion supervision and itlantTeninnt, and overhead and profit. A list aim= the costs of which are to be included as well as those excluded is your reference- (A Copy of the Ccn tract _must be attached) OPPRTY 0 PP BASE FL QD.RI +NATION: ( FREEBOARD: EAST OF FL.CCCL: Otte FLOOD ZONE i/ ONTHS): COST OF PROPOSED IM PRO (ATTACH DOPY OF CONTRAC VAL[JE:OF OWNERS SIGNATUl DATE:, PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: :lone 19, 2012:.. Proposal Submitted To: Dr. and .Mrs, Adam and Karl Gropper 9901 NE 13th Avenue; Miami, FL 33138 305-505-4909 Work: New Front Door Installation F W RK nfit Cost Total Cost 12 New storefront door with; sidelight to resemble design by .B ALA. White aluminum finish with fr ®. LL Mass b ; ;Doralurn $,1,328.94: Door: bandle hardware: Architectural Doors Hialeah to match existing in house. Stainless Steel style 23: passage function 2- 318» back set 1. 0000A US32D Qrr�r is au�c l ary deadbolt for 1 3/4” door 2 -318. back set.. 1111111111111111.11111111M Removal of 'existing door And installation of new door. Removal of .e stiir g. precast door surround and new raised stucco banding by Owner's stucco and : ®aint.contra or, to client at direct cost. $ 4 .00 NIC Subtotal Coordination ., overhead an ,ofiit at 20% Total ost .At cost $ 2,010.99 $ 402.20 $ 2,413.19 Mr. Charles Llewellyn, President S / 32 Court - Miami, Florida 33145 CharleallEe rail ill bcglobaln st 305 -490- 9895. 1. Client 2. Project Name 3. Project Address 4. County 5. Building Height : .25 FT. 6. Building Dimensions : Length 73 FT. Width 4,9 FT. 7. Building Roof Slope 0 Flat 14 Slope ( See Figure 1 below 8. Risk Category 0 I x'11 0 III & IV IREC qE JUL 3 AL,IFAROOQ CORPORATI CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SI'T'E SPECIFIC: WIND LOADS q-/t3/1z WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION rre 11-1022i (Based on data supplied by client) 5 A/C grOpifier- : 990 / N, E. i. Ave Mi £1tor&s F1 t idei 33 (3 8 • CITY Mi�-�n I � r� STATE ZIP 441-tiSA- Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Client Representative Figure 1: Flat roof ei/rt 3o'- ° - ?89S" r Sloped roof 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com 1 atfaroociPafceng.com AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :PAMSCO INC. PROJECT :DR. GROPPER WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 175 MPH RISK CATEGORY FCT. I : 2 (Table 1.5 -1, p2) EXPOSURE CATEGORY : D ( Sct. 26.7.3, p251) MEAN ROOF ELEVATION H : 25 FT. TRIBUTARY LOAD AREA A : 10 FT ^2 Kh = 1.13 Kd = 0.85 Kzt= 1.0 07 -13 -2012 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"'2 = 75.30 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FBC 1609.1.5) 1''1(C LQDe Pik '4 oij L -! LOUVST 'v- ZONE 4 = + 53.3 PSF - 57.8 PSF ZONE 5 = + 53.3 PSF - 71.4 PSF L, 1'-8" 4' 8" 4" 3'-Q" FRONT ENTRY DOOR SCALE:3 /01' -O" FROSTED GLASS PANELS WOUISEIM WHITE 49Pt egiligait ALUMINUM DOOR FRAME RAISED STUCCO SURROUND 4S) (s) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.m iamidade,aov /sera/ Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 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: Series "100" Aluminum Out swing Doors w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites ", sheets through 6 of 6, prepared by Al Farooq Corp., dated 01 -24 -02 Last revised on FEB 22, 012, signed and sealed by Javad Ahmed, 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 Limitation: See Design Pressure ratings Vs size & glass types per chart A or B in sheet 2, as applicable LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number 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 o_ r its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07- 0109.08 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishag I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No 12- 0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0109.08) 2. Drawing No.W01 -20, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 6 of 6, prepared by Al Farooq Corp., dated 01 -24 -02 last revised on FEB 22, 012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 08- 0418.02) Original test conducted per SFBC, PA 201, 202 & 203 -94 now termed as FBC, TAS 201, 202 & 203 -94 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing. Laboratory Inc, dated March 21, 2001 Test Report No.1 (FTL- 2811), signed and sealed by Antonio Acevedo, P.E and revised by addendum letter, issued by FTL, signed and sealed by Luis Figueredo, P. E. C. CALCULATIONS - 1. Anchor'verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 02/22/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.11 issued to Safe -glas L.L.C. for "SAF GLASS — polycarbonate interlayer ", expiring on 12/16/12. 2. Notice of Acceptance No. 08- 0709.04 issued to Nebula Glass International Inc dba Glasslam. for "Safety -Plus II Laminated Glass ", expiring on 08/07/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/20/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Statement letter dated April 17, 2012, issued by Fenestration Testing Lab (FTL) for upcoming test schedule, signed by Jose sanchez. G. OTHER 1. This NOA revises & renews NOA # 07- 0109.08, expiring on April 12, 2013. 2. One year conditional approval subjected to successful verification test. E -1 CAAC1 • atk IA- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 12- 0305.03 Expiration Date: April 12, 2013 Approval Date: April 26, 2012 m HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED 0 lo W ■ 2 444" 12" MAX Tl'P AT HEAD /SILL FRAME WIDTH 3 ANCHORS REGD. AT MTG. STILE . LOCATION _ 2 1/2" 14" 2 1/2" `11 ly�ti/ I. Ns it J 0 ,3.(. it II II H II II 1 11 e / I! { 12" 24 3/4" 13.1 OPG. 34 11/16° LEAF WIDTH 71 3/4" SERIES —I00 ALUMINUM SWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR - WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 32 1/4° D.L OPG. _ADOt. ANCHOR REOD. AT DOORS WITH SIDELITES TYPICAL ELEVATION ( XXOO ) TESTED UNIT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONORIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 1S USED IN 'DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 32 1/4" D.L. OPG. 0 J 0 J a z O ix 0 MOM' R cI'Vi 8D u7 • lbrlU 0< R. tiz -oho s 03 sa �bkrIM16 - I3&_ 7613 0 k w 3/16" ANN. GLASS .015` URETHANE ADHE5WE .070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015' URETHANE ADHESIVE 3/16" ANN. GLASS 3/16" HEAT STRENV GLASS 0.10" INTER1AYER SAFETY -PLUS 14 BY 'GIASSLAM' 3/16" HEAT STREN'0 GLASS 3/16" HEAT STREW(' GLASS GLASS TYPE 'C' GLAZJNG. bN$`'• 4;90.. kavA& Almako 000RS /SIOEUTES ARE RATED FOR LARGE MISSILE IMPACT. MUTTERS ARE NOT REQUIRED. Fes. ''. C 38 ■ 2 c 0 E S6 a 0 0 a g 8 • 6 drawing no. W01-20 sheet_ 1 of 6 ) • CHART A (FOR X & XX DOORS) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PEW NOMINAL DIMS. GLASS TYPES '8', '8' OR 'C' PANEL WIDTH 0008 HEIGHT 87 -5/8° FT./IN. 00,46. EXT.(+) IM. { -) 2/6 59 -3/4' 62.D 81.0 3/0 8/8 82.0 81.0 2/6 78.3 62.0 81.0 3/0 8/0 62.0 81.0 FRAME WIDTH x ) HEIGHTS: FRAME WIDTH ( XX ) NOMINAL HEIGHT FRAME HEIGHT LEAF 1010 t7 DAYLUTE OPG. 6/8 79 -7/8' 77 -3/8" 87 -5/8° 8/0 95 -7/8° 93 -3/8" 83 -5/8' WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF 610618 DAYLITE GPO. 2/6 (X) 31 -1/2' 28- 11/16° 18-15/16` 3/0 (X) 37 -1/2° 34- 11/18' 24- 15/16" 5/0 (XX) 59 -3/4' 29- 11/18° 18 -15/16 6/0 (XX) 71 -3/4' 34- 11/18° 24- 15/16" 04•0017INEwNktite 0110606 16WWa6,o NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 5 x CHART B STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF WIDTH (W) FRAM HeOHT GLASS TYPE 'A' GLASS TYPE '8' & 'C' INCHES FT. /1N. EXT. (+) INT. ( -) EXT. ( +I 1M. ( -) 32 \\ 62.0 81.0 82.0 81.0 3.3 \ 62.0 78.3 82.0 . 81.0 34 7/0 62.0 69.8 62.0 81.0 39 _ 62.0 88.5 62.0 81.0 36 / 82.0 63.1 62.0 81.0 32 / 62.0 81.0 62.0 81.0 33 62.0 78.3 62.0 79.2 34 8/0 -,62.0 89.8 62.0 78.3 35 - 62.0 66.5 62.0 77.8 36 62.0 63.1 62.0 76.5 ( OX ) ( XO ) o- 441 82 • W7 -- ar \ 0X0 ) WIDTH (W) _ W1 + W2 (FOR DOORS WITH Sh=ELITES) 2 W1 if W2 ( xxOX ) WI ( OXX ) ( XXO ) / t / \ \ \ \ / i / \ \, 7' \ \\ / / / \ / ( OX ) ( XO ) o- 441 82 • W7 -- ar \ 0X0 ) WIDTH (W) _ W1 + W2 (FOR DOORS WITH Sh=ELITES) 2 W1 if W2 ( xxOX ) WI ( OXX ) ( XXO ) ( x00 ) ( 0ox ) WIDTH (W) (0) / t / \ \ \ / i / \ / \ \\ ( x00 ) ( 0ox ) WIDTH (W) (0) ( OXXO ) W1 / t / \ \ \ / i i / ( OXXO ) W1 Xx00 ) 00XX ) COMP - ANL \WO1 -20 P 9 ffi a a9 8 drawing no. WO 1 -20 (sheet .2 of 6 ) / \ / \ / \ /\ 1\ \ / \ / \ / \ / Xx00 ) 00XX ) COMP - ANL \WO1 -20 P 9 ffi a a9 8 drawing no. WO 1 -20 (sheet .2 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPA RO3 18Y .WOOD BUCK METAL \STRUCTURE SEE ELEV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING \28Y WOOD_ OR WOOD RUCTURE 2 #8 X ° FH SMS AT 6' C.C. - TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING H SNS WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4° DIA. ULTRACON BY 'ELCO' (FN -177 KSI, Fy =755 RSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FR SMS FH SMS .C. N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EOM _DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 5/8° MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOU.OW /PILLED BOCK AT JAMBS I'm . 2000 PSI MIN. NOR METALLIC GROUT 3 KSI MIN. 'TYPICAL ANCHORS NON METAWC GROUT '$EE ELEV. FOR SPACING 3 KSI MIN. OPERABLE UNITS • TYPICAL ANCHORS SEE ELEV. FOR SPACING marsh Migaitor lam ma* Asiirkrat -0 6 .03 SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. 70392 CAN. 85, . .,STATIONARY UNITS • FLUSH BOLT OPERATOR ON ACTIVE LEAF • FLUSH BOLT OPERATOR ON INACTIVE LEAF (CONCEALED) D.LO. D.L.O. EXTERIOR I/4" MAX SHIM TYP I/4° MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIM SPACE 1 /4° MAX. SHIM SPACE METAL STRUCTURE D.L. OPG. 1 SIDEUTE WIDTH #8 X 1° ER SUS AT 8° O.C. WOOD BUG TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH DOOR WIDTH drawing no. W01-20 sheet 4 of 6 f 2.125 4.000 078 TYP. �- _ •203 a-.548� _� '265 AL- FAROOQ CORPORATION II a ENGINEERS & PRODUCT DEVELOPMENT II 1235 S.W. 87 AYE MIAMI, FLORIDA 33174 •� C TEL (3023) 2848100 FAX. (308) 2624918 iL £FEM J7 BART RECD. D15CRIPTION MATERIAL MANE. /SUPPUERJREh16RBS I 2 SW-2 99 SW -28900 3 /00014 FRAME H068 /16138 6063 -T6 6061 -76 - �� 1.500 2 /LEAF DOOR TOP/BOTTOM RAIL - ' I —1F .272 --�-�! GLAZING VINYL (SCALE 1:1) 3 -- 4 4 ST1-28804 �_.. 98 SW -28898 AS REOD. WEATHERSTRIP ADAPTER 6083 -T8 6083 -18 - 1 ODOR .THRESHOLD f 6 SW -28896 1 /LEAF HINGE STILE 6083 -18 = 2.015 --- FRAME HEAD/JAMES 7 SW -26601 1 /LEAF LOCK STILE 8083-76 - S26 - - - .0 8 SW -28897 AS REDD. SIOELITE JAMB 8083 -16 - 9 SW -28903 1 /CORNER ASSEMBLY STIFFENER 8083 -16 0 SW -29244 3 /LEAF- HINGE DOOR PORTION 8083 -16 - .726 - 062 WEATHERSTRIP 9- -1.5941 363 I TYP. -I ADAPTER ' .334i 1.058 GLASS STOP 11 SW -29245 3 /LEAF HINGE FRAME PORTION 6063 -16 STEEL 12 2 /LEAF 3/8" X 18 X 32" LONG THREADED 1400 =. 13 -' 2/LEAF 3 /8 "X 10 NUT - STEEL NYLON 14 - L /HINGE 5/16" X 6" ROD PLATED STEEL 15 16 �.._ 17 - - PW -101 8 /LEAF AS REDO. AS REM. 1/4" SETTING BLOCK GLAZING VINYL - '�- 8�^ .466-1 GLAZING 1214 A ADAPTER .250 If --- "- 499 (DOOR) VINYL BULB WEATHERSTRIPPING VINYL - h-- 1.750 -ry 1 - .078 TYP. 15 28 -8400 AS REOD. PILE WEATHERSTRIPPING - 5CHLEGEL . 19 SILICONE PLUS - SIUCONE DOW CORNING DORALUM CORPORATION 7040 N.W. 77 TERRACE MIAMI, FL. 33166 TEL (305) 884 -3922 FAX (303) 884 -1464 20 21 5025 AS RM. FLUSH BOLTS DELTA 1145. 4.060 - CP -8111 - ENTRY LOCKSET TACO OR WESTLOCX 22 #8X3/4" PHSMS AS REDO. ASSEMBLY SCREWS AT ALL FRAME JOINTS j-- 6 I -1.985 1.57 ( A70 23 00R -018 AS REGD. GLAZING ADAPTER (DOOR) 6063 -16 - - 24 00R -017 AS HEM. GLAZING ADAPTER (SIDELITE) , GLASS STOP 6083 -18 - ! -375 1000 1- 1 25 0014 -019 AS RE00. 6063 -16 LOCKS; 1 -1.823 GLAZING ADAPTER (SIDELITE) TOP /BOTTOM RAIL STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 45° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 36° FROM BOTTOM 174011/ et WNW* I4—ea771 1.37S -2 .62 TYP. 1 .058 -"" 944 1.547- ASSEMBLY STIFFENER 5 q�0 27125 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE eF4i.1 p� (FLUSH BOLTS AT TOP & 60110M OF ACTIVE AND INACTIVE LEAFS �°` _31 y'ij TO BE EN0AGE0 DURING PERIL OF HURRICANE WARNING) ` HINGES; 1 '_ 0 g SS Si - P R IWg 1 .f_ THRESHOLD r- -24393 I I .69s .in i.82`7 � 52g EXTRUDED ALUMINUM BUTT HINGE 1 /8" THICK ANO 7 -1/2° LONG WITH 5/16° PLATED STEEL ROD AT EACH LEAF JAMB STILE ONE EACH AT 10" FROM TOP & BOTTOM AND ONE AT MIDSPAN • 1.656 1^---4156 .062 TYP. ezei —� .718 0 o ll�l .o f SIDE LITE 0371 GLAZING BEAD °.� ° SIDE LITE JAMS ° 0 o 0 :s el 078 TYR .078 TYP. 1 " a 1.750 1.750 1/OltI a F110SELF DRB.LMG .3 PIECE SCREWS HINGE Engr. -64YAD CNL ' '1 j. ! 1 Al6MD {� 9+'4 c0 4687 I drawing n0. WO 1 -20 3.999 HINGE STILE LOCK STILE [sheet 5of 6 ) FRAME TOP CORNER drowing no. WO1 -20