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WS-14-2382Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222531 Permit Number: WS -10-14-2382 Scheduled Inspection Date: November 26, 2014 Inspector: Rodriguez, Jorge Owner: GONZALEZ, CLAUDIO Job Address: 1178 NE 98 Street Miami Shores, FL 33138-2508 Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050180400 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 lsunaing uepanment comments REPALCE 1 IMPACT DOOR INSPECTOR COMMENTS False November 25, 2014 For Inspections please call: (305)762-4949 Page 14 of 48 Inspector Comments Passed JRU- Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 25, 2014 For Inspections please call: (305)762-4949 Page 14 of 48 kd6c)I',-I �) Nt (-�� . BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING SID OCT 29 2014 I7y: FBC 201 b Master Permit No. W3 I 1 `•"1 r 23S2' Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I. 1 -' —6 �J%E 91 5 r City: Miami Shores Countv: Miami Dade Zip: 31'aa C_ Folio/Parcel#: Q - 32,05 -0 91 • Q A 00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):, � 610A A Phone#: -'8(-O ')q-) Address: 6 F) '-)t:5 5'z ST _ City: KULAa W -S State: '(` Zip: 0 � Tenant/Lessee Name: Email: CONTRACTOR: Company Name: '� ik" piOQrP.vv`Q/7-T a��. Phone#: 9&"-1 1 + d' S Address o SL'Lj t® cve DOS 700& ��31Z City: � State: � Zip: Qualifier Name: t 0 r, "'-Q $ Phone#: State Certification or Registration #: C C 0Qe119`3 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Add r� State: Value of Work for this Permit: $ (�� Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New go Repair/Replace ❑ Demolition Description of Work: (� lCt (� Y t �' ®6r— Specify color o color thru tile: Submittal Fee $ V a LI-) Permit Fee $CCF CCF $ 1 - CO/CC $ SCY canning Fee $ 01 - � _Radon Fee $ DBPR $ Notary $ Technology Fee ' 40 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 117) TOTAL FEE NOW DUE $��_ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 charged. T Signature Signature OWNER or AGENT 4CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of (11 C_ 120 by a i day of n Q -t , 20.1 by �9 r% who is personally known to L'V t • Q? ,L)rALk 0, who is personally known to me or who has produced ,'tea e or who has produced as`a identification and o did t ke an oath. �.,PE�`�220�6 ntification and o id take an o C� �eE�3,2` i�e�s NOTARY G�`pMSS\�� bo<�`�o0ece� � PSS, `a NOTA LIC• �;....• �,. 'NP .a ,SSiON �r MV Get Oe�ett` rbc andz . ,ASS. Q° `-�'� Sign: Sig Print: CaZ_',G Y46xal Print: t2U I WCA ih Seal: Seal: APPROVED BY IO"� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Information Folio: Property Address: Owner 11-3205-018-0400 1178 NE 98 ST CLAUDIO A GONZALEZ Mailing Address 1178 NE 98 ST MIAMI SHORES, FL 33138-2508 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,169 Sq.Ft Living Area 1,419 Sq.Ft Adjusted Area 1,726 Sq.Ft Lot Size Year Built 10,781.33 Sq.Ft 1951 Assessment Information Year 2014 2013 2012 Land Value $291,352 $197,196 $186,536 Building Value $119,968 $120,988 $140,361 XF Value $202 Market Value ��$411,522 $204 $318,388 $249 $327,146 Assessed Value $293,594 $289,256 $284,421 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment $117,928 $29,132 $42,725 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 23 BLK 180 LOT SIZE IRREGULAR OR 18996-2775 02 2000 1 Generated On : 10/15/2014 Taxable Value Information Previous 1 County 2014 20131 2012 Exemption Value $50,000 $50,000 $50,000 Taxable Value School Board $243,594 $239,256 $234,4211 Exemption Value $25,000 $25,000 $25,000 Taxable Value City $268,594 $264,256 $259,421 Exemption Value $50,000 $50,000 $50,000 Taxable Value Regional $243,594 $239,256 $234,4211 Exemption Value $50,0001 $50,000 $50,000 Taxable Value $243,594 $239,256 $234,421 Sales Information Previous OR Book - Price Description Sale PageQualification 2008 and prior year sales; Qua[ by 07/01/2005 $590,000 23649-2439 exam of deed 2008 and prior year sales; Qua] by 02/01/2000 $199,500 18996-2775 exam of deed 2008 and prior year sales; Qual by 07/01/1983 $106,000 11874-1571 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version http://www.miamidade.gov/propertysearch/ 10/15/2014 ©!h v%pw 175 1620 Fm forHVH& atFtg 26.S -1e RiskCatcM H T"1.5-1,pw2 i C 5odion 26.7 Kd SA T" 26.6-I. pago 250 KH 1 Flpm26A-1,pap252 OCpi 0.18 .0.18 Us pM afrod 3112 14.Oftm 0mm 14.0 dop m . 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Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 391/4 x 821/4 NO NO YES ••• • •• •• Osseo 0000• o ••••so • FHA - DIAGRAM SHEET 7 .:0 :0 *: 0.0 .:. :0 : .. .. . . . .. .. • DEPARTNIENT OF REGULATORY AND ECONOMIC RftOUVQES.(RE1J) s ; • '; BOARD AND CODE ADMINISTRATION DIVISION • • •o NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 .. . . . .. ... Scarf: 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 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 Count),) 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. RER 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: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., hearing the Miami -Dade County Product Control Renewal 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. 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", 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. TERAUNATION 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 andsha11 be inspection at the job site at the request of the Building Official. is NOA renews NOA # 12-0208, consists of this page I and evidence pages E-1, as tivell as approval document men ione a ove. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ... ' iViiAL4•II-DADE COUNTY PRODUCT CONTROL SECTION 11505 SW 26 Street, Room 208 Miami, Florida 33175-2474 %(q86) 315-2590 F (756) 315-2590 -*v%r» .mia midade.aov/economy MIAMMADE COUt�i rY _ NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2014 Page 1 • ... Eurotech Industries, Inc. i • NOTICE OF ACCEPTAACE. 'V'IbENCE SU-WTTED A. DRAWINGS. 1. Manufacturer's die drawings and sectiols (3iiinAtte4;1;0r f!lcs #12:0208.03/#09-0310.05) 2. Drawing No. W04-01 Rev C, titled "A�remVi im OOt%viltg'Entrpjje Boor", sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. .. • 0 0 s e • • o B. TESTS (Submitted under files #12-0208.03492-OW.45} • • 1. Test reports on 1) Air Infiltration Telt. peCF�d, TAV201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagrarn of aluminum outswing door, prepared by Hurricane Engineefing Testing hic., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Fant, P.E. 2. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Sella, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS (Submitted under file #12-0208.03) 1. Anchor Calculations and structural analysis, dated 02/01/2012, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Seutry Glass ® Plus", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Dupont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010, prepared by Al Farooq Corporation, dated 02/14/2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conforhnance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. (Submitted under file #12- 0208.03). 3. Statement letter dated o2/14/I4, issued by EuroTeeh for renewal with "No Change". 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 12-0208.03, expiring on June 10, 2014, 2. Test proposal # 07-3527 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0303.09 Expiration Date: June 10, 2019 Approval Date: May 15, 2014 E-1 SEE SEPARATE NOAFDEUTE Fi �s /NE RRAATING AND DETAILS �; I / 1 m m M 24 I 11 \ 11 11 1 m GS 31 3/4" D.L QPO. M 39 1/8' ALUMINUM OUTSMNG ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH StDEUTES USING MWMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 5 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. SEE SEPARATE NOA ]�YPICAL F,6 EVATIONS 73 3/4" FRAME WIDTH Z f? 13" MAX. 8" MAX. 0 HEAD/SILL HEAD/SILL ; 1 COMERS O FLL ACfLVE IN-AirrvE \\ LEWF LEAF . O II II J M] m n / U C) 1ItI Ir V W M .,� • Z •N� • • • owWo_ z O { J • ••• • Wali �" •••• 29"I"DL ).L OPO. OPO. '• S• • • O • • 38 3/8" 38 3/8' • • • • • EAF WADTH LEAF WIDTH • • • • • • 0 • • • • • R • •••• �+Yt .14 PB9AU�SY .0 vp : • • R • * • Lteedd�� X4t'y - $.03 • • • • • ����yy�,,.��__`` -o.3n3•� Almy u u/y • +aryrnw�q L fP %� • • THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. KOmlAHIM i SHUTTERS ARE NOT REQUIRED. FN Bea o drm�ing no. rp 2 tz W04-01 (2) ADD. ANCHORS SEE SEI/ARATE NOA it 1 I FOR II I j RATBlG�DETARS 42' FRAME WIDTH 13' MAX. AT MTG. STILE ENDS REO. FOR WOOD OR MOD BUCK INSTALLATIONS ONLDOOR I� 1 't I ------------+\ I I HEAD/SILL 8' HEAD/SILL n HINGES SURFACE APPLIED SEE SHEET 2.� FALSE MUNTINS FOR QUANTITIES MAY BE USED & CAPACITY SEE SEPARATE NOAFDEUTE Fi �s /NE RRAATING AND DETAILS �; I / 1 m m M 24 I 11 \ 11 11 1 m GS 31 3/4" D.L QPO. M 39 1/8' ALUMINUM OUTSMNG ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH StDEUTES USING MWMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 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 CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 5 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. SEE SEPARATE NOA ]�YPICAL F,6 EVATIONS 73 3/4" FRAME WIDTH Z f? 13" MAX. 8" MAX. 0 HEAD/SILL HEAD/SILL ; 1 COMERS O FLL ACfLVE IN-AirrvE \\ LEWF LEAF . O II II J M] m n / U C) 1ItI Ir V W M .,� • Z •N� • • • owWo_ z O { J • ••• • Wali �" •••• 29"I"DL ).L OPO. OPO. '• S• • • O • • 38 3/8" 38 3/8' • • • • • EAF WADTH LEAF WIDTH • • • • • • 0 • • • • • R • •••• �+Yt .14 PB9AU�SY .0 vp : • • R • * • Lteedd�� X4t'y - $.03 • • • • • ����yy�,,.��__`` -o.3n3•� Almy u u/y • +aryrnw�q L fP %� • • THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. KOmlAHIM i SHUTTERS ARE NOT REQUIRED. FN Bea o drm�ing no. rp 2 tz W04-01 LOCKS _SINGLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATEO ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG ATTACHED MTN (2) B8 X 3/4' WAS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PEN LEAF .1 8", 12', 3S", 63-1/2' AND 92-1/2' FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'Er WIDTH HEIGHT EXr. (+) I INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 140.0 IMO 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. - LOCKS SINGLE DOORS-. MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART802181 ATTACHED WITH (4) 810 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LANG ATTACHED WITH (2) 88 X 3/4' SMS SING TWO-HANDED COMB ZING EXTRUOEO ALUMINUM BRIDGE 2 BY 'GIESSE' AT)SP-. ' AND 26ER LEAF AT -3/8' FRO0 AND MO DOORS TOP AND BOTTOM, ONE AT WDSPAN A) PER AND 26EAF $3/8DO TFROOM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR '8' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 76.0 ER008 6/8 6/4 75.0 75.0 5/0 75.0 75.0 ER012 7/0 6/4 75.0 75.0 8/0 76.0 75.0 VZ1588 8/1 6/4 78.0 75.0 LOADS SHOW ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXIERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. rm ® PART 8 RBQD. DESCRIPTION MATERIAL MANF./SUPPIArR/RBHARKS 1 ER008 AS READ. DOOR FRAME 6063-T6 - 2 ER012 AS REDD. DOOR LEAF 6083-T6 - 3 VZ1588 1/ LEAF DOOR BASE BOARD 6063 -TB 4 VZ -1483 1/ DOOR FRAME Sill 8083 -TB - 5 - I/ DOOR SRL BASE 8083 -TB - 6 VZ -1481 AS REDD. ASTRAGAL STILE 6063 -TB 7 VZ -1335 4/ LEAF GLAZING BEAD 6083 -TB - 8 2801 AS REDD. OLAZINO GASKET EPOM OUROMETER 7516 SHORE A 10 1001/60 1/ CORNER CORNER KEY ALUMINUM MONTICELLO �• 11 OOBOOX 4/ LEAF HINGES ALUMINUM OIESSE 12 810 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS READ, BULB WV'STRIPPNG - - 14 810 >< 2" AS RECD. ASSEMBLY SCREWS - RH SELF DRUM IB 812 X 1-1/4 FRAME ASSEMBLY SCREWS SMS LOW DOUBLE DOORS: ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 88 X 1-1/2" SMS, 3 POINT LOCK SYSTEM AT ACTIVE LACK STILE 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 802168 ATTACHED WITH (4) 88 X 1-1/2' SMS. HINGESDOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'MESSE' (5) PER LEAF AT 67, 12", 35', 83-1/2' AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HEAT STREN'D GLASS INTERLAYER ITE PV8 BY 'DUPONT' 3/16' HEAT STREN'D CLASS HEAT STREN'D CLASS Lmltl-j z9 ® 1 90 G O �0 h CYRV 0W ��� i 411110 .100' INTERLAYER ..1 SENTRYGLAS BY 'DUPONT' z I T-3/16' HEAT STREN'0 -LASS Fn SIUCONE����� s iotniEzp o0 •1%urt+Boo • •••• 1 B I � B II • i M •• ••• i II I GLASS TYPE 'A' GLASS TYW-e • • LAZING OPTIONS rEAfl ll lwft PRODUCT uhawEN go,, �!, � wmpgiDg MIA ITn P�hb �Fn -CaZp IDu BE CO& 6 p • Aoee�aua Ne G3o3,6�( p B>1PIr61Ioli ben-� St.� f. - BjSCe e. t_ . �5.��, -�" • • i NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 CML FLA C. $ 70892 A.NM FSB � 2 12 o drawing o W04-01 IDLES as 1/2" S tom ENDS 10' O.C. MAX. WOOD low -W" Y'A ornow ■ 2 X 1' SmS D.C. MAX. ITER OF SILL AT i (XX) DOORS FOR SPACING TYPIC -Al ANf`HnQC WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. CML FLA. CA.N. J8 P A 7091;'2 F��' a 11201 z s ht! Ith drawing no. W04-01 Y SEE ELEV. FOR SPACING u=177 KSI. FY -155 KSI) INTO 2 S OR WOOD STRUCTURES 1-3/8" MIN, P RATION I D i • • • RU 1 B BUCKS INTO CONC. OR MASONRY • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •• SSSS• DIREC • PRvoucr 4Sti" 1-1/4" MIN. EMBED INTO CONIC. OR MASONRT • • • • • nsaemp!)ivEalMdl� X14 SMS OR SELF DRILLING SCREWS (OWE CRsj••• of 1� . INTO MIAMI -DAD£ COUNTY APPROVED MULLIONS• • • • • M►�,,� INTO METAL STRUCTURES • • • • STEEL : 1/8" THK. MIN. (F • 0 •• ALUMINUM/ 1/8" THK. MIN (6063-T5 MIN.)•• •• (STEEL IN CONTACT WITH ALUMINUM TO BE P6/V4%% PAINTED) TYPICAL EDGE DISTANCE • • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. • 0 • P6t{#BU'QYRJgvluD ReAk INTO WOOD STRUCTURE - 1" MIN. • • • •s • z :"" INTO METAL STRUCTURE = 3/4" MIN. A+>dysAvwlN 2-4126 •• ytrNM•�M-� CONCRETE AT HEAD. SILL OR JAMBS re a 3000 PSI MIN. S ti �c C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MW. SEALANTS: ALL FRAME AND LEAF CiORNERS AND JOINTS SEALED WITH ADSEL OR T€KNA 50729 SEALANTS. CML FLA. CA.N. J8 P A 7091;'2 F��' a 11201 z s ht! Ith drawing no. W04-01 SINGLE DOOR l ANCHORS J. CINO P�tOpU¢T 3fcM1&WE1D +� �* co ft to tlx rr•,� I'.c aor FOR SPACKO i • s • • • • • • • • 10I�i 1 DOUBLE DOQR En .wvaa A Ao rv."Ucr tUiYlS®B FIA PE 9 70$92 {. a d � Z d• � G 0000• N� V ••••• k �{1JI W O a I�Z�� • g v O 0900• • *W, ••0• • Soso • 0000 0 • o_ • • • •••• • All•••: g r o Jul I drawing no. W04-01 DOOR FRAME 3. DOOR LEAF DOOR BASE BOARD .138�j 0S9 1.417 .57, jj T—b 1.772 FRAME SILL E.094 ,.000 SILL BASE 2.402-1- I! 1.7 .063 ' m .744 .591 ASTRAGAL STILE 43201 000 .8pp 6 GLAZING BEAD d'"Ovef mts wlU as cawwas wNA t.k pbrlds � A, CML i nA. FE CAM 3S3B16b92 0 3S3B � F : g 12012 droving no. W04-01 sheat 5 of 5 10 r;i i 0 I 4 3 a�r� L M 4 • • � 14 �WO NWz ••1 •••• • �o •• ••• •• •• •• • • p wllfi�j the FTaldr. c • z • • Ae.n. 2•G20 ,. tj LW��wla •eh �nNE D,20TT � A, CML i nA. FE CAM 3S3B16b92 0 3S3B � F : g 12012 droving no. W04-01 sheat 5 of 5