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WS-12-570Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172825 Permit Number: WS -4 -12 -570 Scheduled Inspection Date: May 08, 2012 Inspector: Bruhn, Norman Owner: PERIKLES, JOHN & MARIE Job Address: 1248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: GARY BERNHARDT CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050090330 Phone: (305)259 -7575 Building Department Comments REPLACE ENTRANCE DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171874. Complete exterior sealing. NB ec_ May 07, 2012 For Inspections please call: (305)762 -4949 Page 18 of 24 Mia Sho es Village Building Department 10050 , N..E.2nd Avenue, NMI Shores, Florida 33138 Tel: (305) 795.2204 • (305) 756.8972 6:0407t INSPE N'S PHONE 1 (305) 762.4 9 B 3' Sj 3 STATitAt— �., Permit No. PE T APPLICATION n'vi7 BC 20 Permit .. BUILDING Alai? fele rlc( S OWNER: Name (Fee Simple Titleholder): . < 3, , : : (p 3� C'25' A . Q, : 1.,2 ,245 Pte" r City Aleezmei e.. RECEIVED APR 032012 BY.. Tenant/ Lessee Name: Zip: 3 .31P' Phone#: — Email: a- 1 4 * JOB ADD S: City: I4ami Shores Cony: Foiio/P'srcel##: C)5" — Is the Iftstorically Designated: Yes . Na CONTRACTOR: Company Nang: Address: Wet, sc) City: Qualifier Name: Value of Work for Permit Type of W • CiAddition ❑Alteration Repair/Replace -. Description of Wow Paae /= ,-2-- '47,y41-- F elf Work: O13eu:olition eo e* *tee * * * *e Submittal Fee .'- '� P Fee 64 CCF $ i CO /CC $ Scanning Fee $, Radon Fee $ DBPR $ I Bond $ Notary $ Training/Education Fee $.. T Double Fee $ Structural Review $ ., Bo r ; , ��� Company's Name (if appli le) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Application is hereby made to obtain a permit to do the work and inatullations 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 ratist be secured for ELEECI RICAL WORK„ PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO S, HEATERS, TANKS .mR,s; AIR CONDITIONERS, ETC.,... OWNER'S A I certify that all the foregoing i : "_ >:. is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TOOWNER: YO ' : TO RECORD A NOTICE OF COMMENCEMENT MAY T YOUR ___ A G TWICE FO RO S TO U INTEND TO OBT;. FINANCING, CONSULT WITH YOUR E - ER OR AN ATTO Y BEFORE RECO G YOUR NOTICE OF CO C ' Notice to Applicant: As condition to the issuance of a building permit with an estimated value exceeding $2500, the al promise in, good fatly that a copy of the notice of contmencmnent ".e commotion ction lien law brochure will be del ere whose property is subject to attachment. Also, a certified copy of die recorded notice o ' "commencement m,' b for the *first inspection which occurs seven (7) days after the b permit is is , <d In the absenc Inspection will not be approved and a reinspection fee will be L person eb The foregoing instrument was acknowledged before the this £ The forego day of 1 ,rt. h 20,11 , by, . t-1 Q- Pe tZ t k1 e,,.5 , day who is personally known to me or who has produced As identification and who did take an o NOTARY PUBLIC: ent was acknowledged before 20,by known to me or who h��aced who is personally kno p as identification and who did take an o NOTARY PUBLIC: // 441 t Si -et AI ft My Commission EE 12579$ Expires 09/14/2015 Sign: Print My Commissi� f lJ * * APPROVED BY = l �%� Plans Ex Zoning Structural view MIN TER ' OF FLORIDA DE ARTMENT +OP FINANCIAL __ iVIC S. DIVISION OF WORKERS* CO SATION Q TO BE Ei 'I' ti0M. FLORIDA VV CTiVE DATE: 02/1012M1 PERSON: SER ARD ?INESS ME AND • D' T BEi3T if Std 1't Tii i CiPES OF B �ttT ala t~.s. ati ftiaet at s totatatt ttaa toy- et bolt ito 44 mu aaaer tbls- s tar, , P�€ oat tot a taE --seapo ol;t btsaataoss of too It od oo tbtf utl al lnt�tatr to 4to uxaa+bt :#0 tuont #tor a to bo o altt t b 1 t- tD t V b*1 0 ilA dt 00 ti p ittot tho iliacmrttli0ata• 00 ta04or tad0a (*0 I01t1W00ats /it tiito tta ttoo fat itsariittaatta saamad on the hottitleote to 'taoat ibo tetutthitittts at Ws stiti ttntt. S CERTIFICATE c T1llht TO E EXEMPT REVISED 01 11 6atytiti�S:;.tta� ^. ce for q It t3 .3 ntrr t saltit � s on�kiti AT DE:= RTi= C 7._t ;» rr I kc d , r . -.. 'r'� 1... CEO " • ; n r the prra��7.signv_ 0,11'::Chattoke . 4 p ration date"; AUG 31: } 2012 BER- ,GARY GARY WE, 131" TLt - C'E F FLORtDA., .?Ri, S C. AL .TIE ION USTR1' LICENSING EOARD SE 2# LlOC`a04015R1 G; - . PLAY A > RE LCCA ='0N CONSTRUCTION 051.4::. 12c) r EEW. "3 1g6':tr'E 1'', D tE COt 7PNHARWI GARY COUSTRUC1 rO %t INC !r, tai ,.5pA#. ='U LIIINc CON 'OR .. Eti E N E ECEJPT rso_ . STATE# CCCO25? 9 QQ Q75. Eia: . SMOTHER OT$ SIDE BERNHARDT GARY CONSTRUCT' fh INC OARS' SEEiNR ikE'► ` R R:ES- 7TQti SW 114; ST MIAMI EL 33156 ACORD. CERTIFICATE OF LIABILITY INSURANCE mamma Emanuel Insurance Agency Semi 2370 A 8 Axe Hialeah Fi. 33013 Phone: 305- 693 -0003 Fax: 305-691-4381 DATE (assonwrn 03/30/12 Tin CERTIFICATE IS SUED AS A NIATDER OF riFORRATKIN ONLY AND CONFERS NORD3HTS UPON THE CERTIFICATh HOLDER. . mIS CE.RimFICA'E DOES NOT AMEND, WOO OR ALTER THE COVESAGE AFFORDED BY THE POLICIESSELOW. INSURERS AFFORDING COVERAGE NAM* fA: Accident Ins. Co. INSURER B c INSURER 0: tt e COVERAGES MR-POLICIES OF AIRED t3 YE orsottssusovonts INSURM) MAIM move Ratite POLICY ANY GRGOPERRONOF ANY �Cf OR O f R Pm Respect T 3 WHICH THE3 MATS' OR MAY PFRTA St EME� SCE' t3YTIM PORGIES osscRERED tit is sussa TO ALL THERMS. MU/MOM CONDMOMSOF i POURER ACCREGMEARSTSEMCMINMAY HAY€ SEEN RIEDUCEOEREMOCiASSEL VotNam maim, rescFeammes WOW GENERAL MERRY X COMMERCIAL GENERAL MERRY 1 CAMS WiDE Fin Occs.* GDMACIMMOMELMffAMMESPER 1f fLCC AUM OMUEUSURY ANY AUTO MICRO= AUTOS SCHEDULED AUTOS PEREDAUTOS NONAUTOS AGL9221 06/17/11 seat osciARENCE s1,O00 /000. 06/17/12 ' i 450,000 SEED EGP *Nam $X000 PERSONALS, MAMMY $1,000x000 GOMM AOORROATE 3 2,000,000. PR TS -SPA $ 2,000,000 COMENIEIMINRE $ BOOLY ARMY $Oc LY sl1R/OEL1A611 AMY AUTO AUTO .Y. SW= AGO OCCUR D cuwaswee E General Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 armssismossassossommiescsmcsuouscossuroissorm C'MULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) �y PROPERTY OWNER: J 0 IQ 11 Al2-.)117-. l 'Q.1 t PERMIT # tir W S I.2% • S 7 O ADDRESS: I L 1.)c. _` t 31 FOLIO NUMBER: 1 1 3205 -oo9 -03 OOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: $41194 . (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appra• • 2411 -732. OWNERS SIGNATURE: �. DATE: // 02. PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 vJ/Icttd Aylord • com Miami -Dade My Home My Home miamicla de. r0V Show Me: Property Information Search By: Select Item • ® Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: (Folio No.: 1l-3205-Q09-033Q Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,456 Lot Size: 8,175 SO FT Year Built: 1950 $25,000/ $230,083 EARLETON SHORES PB 43-80 LOT 6 BLK 3 Legal LOT SIZE 75.000 X 109 Description: OR 18779 - 3323 08 1999 1 OR 18779 -3323 0899 00 Assessment Information: Year: 2011 2010 Land Value: $118,364 $98,636 Building Value: $241,732 $243,117 Market Value: $360,096 $341,753 Assessed Value: $258,909 $255,083 Exemption Information: Taxable Value Information: Year: 2011 2010 r : , :. ! $25,000 $25,000 Regional: $50,000/ $208,909 $50,000/ $205,083 $50,000/ $205,083 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $208,909 $50,000/ $205,083 $50,000/ $205,083 County: $50,000/ $208,909 City: $50,000/ $208,909 $50,000/ $205,083 School Board: $25,000/ $233,909 $25,000/ $230,083 Sale Information: Sale Date: 8/1999 Sale Amount: $235,000 Sale O/R: 18779 -3323 Sales Qualification Sales which are qualified Description: Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 111ft My Home 1 Pro2erty Intormatlon 1 Prone Taxes 1 My Nelahborhood [ Property An • raiser o e 1 Using Our Site 1 Phone Directory 1 Privacv 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Wgbmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water w40e S http: / /gisims2. miamidade .gov /MyHome /propmap.asp 4/3/2012 r BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE Off' ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F133138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by A1- Farooq Corporation, dated 06-10 -04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1. for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov/buildingcode MIAMI.DADE COUNTY APPROVED NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by AI- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS Test reports on 1) Air Tri ltration 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 marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. . 2. Glazing complies w/ ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for. their "DuPont Sentry Glass® Interlayer", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by A1- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September.16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. � • L i 0+ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 E -1 4 (4) ANCHORS AT MTG. STILES AND MULLION ENDS 146 3/8' FRAME WIDTH 73' FRAME HEAD & SILL 8' MAX. HEAD /SILL CORNERS 28 5/18' D L OPG. 33 5/18' PANEL WIDTH 38 13/18' 33 11/16' FR. HEAD & SILL I III II \ LOCK OMONS SEE SHEET, 2 FOR CAPACITY /2 \ LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION 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 IS 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 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. / -z / INACTNE 12' MAX. HEAD SILL ( OXXO ) - ---11-- 11 II 11 28 5/16' D.L. OPG. 33 5/16' PANEL WIDTH INSTRUCTIONS; USE CHARTS AS FOLLOWS. SURFACE APPLIED FALSE MUNTINS MAY BE USED 1e (4) ANCHORS AT MTG. STILES 8' MAX. HEAD /SILL CORNERS W 76' FRAME WIDTH 73' FRAME HEAD & SILL 3 -01 6" 3•. LOCK OPTIONS SEE SHEET 2 FOR CAPAO1 Y / \ / I I1 fI 28 3/18' D.L. OPG. ( xx ) BUTT HINGES SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS TESTED UNITS 151. .510_'f, STEP 3 STEP 4 DETERMINE. DEMON WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT. RIND ZONE USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (101) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME SILL OPTIONS USED. FOR 5100.06 PANEI. (0) CAPACITY SEE SHEET 2.1. FOR =ELITE COMBINATION B1TH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 AND 4 BNLL AV TO 2. 3 APPLY TO SYSTEM. ACTNE INACTIVE PIVOT HINGES SEE SHEET 2 FOR CAPACITY I 12, MAX. HEAD SILL NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL 0 ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAM AIOVO CIVIL ' TUC h � 2 94. 201 PRODUCT REVISED Ca19,1243 With BBCmo�001fQ8 Asosptano4 No ExpkationDaw BY Miami Daa& 4yy DT. . 7 $ 1 $ u drowing no. W04 -51 sheet 1 of 7 X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) MIL HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES :'"HINGES TACKS 'A', '8 & 'D' 'C' & ,,,t. 'E' OPTION II' OPTION '2' OPTION/41' OPTION '2' EXT. (+) NT. (-) EAT. (+)/60. (-) EXT. ( +) ANT. ( -) E70. (+) NT. (-) EXT. ( +) INT. ( -) EXT. ( +) . (-) EXT. ( +) ANT. ( -) 89-3/4 37 -1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 ( 90.0 100.0 120.0 70.0 H0.0 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. FRAME WIDTH 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) i / \ o-- //0_ \\ & A. 'B 'D' / 1 \ OPTION '1' ; / i W ■ OPTION "2' \ / EXT. ( +) ••.:ec.,.\ Amuu,,L• 'XX' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS & A. 'B 'D' 'C' & 'F' '8' OPTION '1' OPTION '2' OPTION 'I' OPTION "2' EXT. ( +) INT. ( -) EXT. ( +) ANT. ( -) EXT. ( +) ENT. ( -) EXT. ( +) INT. ( -) EM. ( +) INT. ( -) EXT. ( +) INT. (-) EXr. ( +) INT. ( -) 99-3/4 71 -3/4 70.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 78 - - 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 HINGES; OFDON Y1; THREE PIECE ALUM BUTT HINGE BY E.S. ' WINDOWS' (3) HINGES PER LEAF AT 11" FROM TOP & BOTTOM AND AT UIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH 910 X 1" FH SMS (6) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION 47; FACE MOUNT 2 WING PIVOT HINGE 8Y 'MASTER ACCESSORIES YATN EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES, 5T. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS F2ASTENED TO DOOR FRAME AND 0� WITH BOTTOM 5/18 -24 X 1" PH MS (2) PER WING D.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875° (STD. BOT. RAIL) D.LO. HEIGHT LEAF HEIGHT - 11.9375° (HI RISE BOT. RAIL) D.L.O. WIDTH w LEAF WIDTH - 8.625" WIDTHS: 801tlNN. WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPO. 2/8 (X) 31 -1/2" 28- 11 /18" 20 -1/18" 3/0 (X) 37 -1/2" 34- 11/16" 28 -1/18" 3/4 (X) 39 -5/8" 38- 13/18" 28 -3/18" 5/0 (XX) 59 -3/4" 28- 11/18' 20 -1/18 8/0 (XX) 71 -3/4' 34- 11/15' 28 -1/18" 8/4 (109) 78" 38- 13/18" 28 -3/18' NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYLTTE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL N1- PROFILE BOTTOM RAIL 8/8 79 -3/4' 77 -1/4' 89- 1/18" 85 -5/18" 8/0 95 -3/4" 93 -1/4' 85 -1/18' 81 -5/18' LOCKING HARDWARE; ACTIVE LEAF: OPTION A1• SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45' FROM BO1T0M. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' 011 MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED 70 ACTIVE LEAF LOCK 511LE WITH (2) 98 -32 X 1 -3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON 511LE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 98 X 3/4" FH SAS (2) SCREWS PER BOLT OPTION Ay 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 98 -32 9 2' OH MS INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 98 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 MATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UNIT EXTERIOR LOADS FOR ALL GASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX DOORS) HI -RISE SILL o +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) 1.500 En9 44.40 0161.0 awL FLA. PE / 70592 CLAN. 389 �Th LIAR 2 5 2010 11I -RISE 440.1, PRODUCTREVISED B Bidldiv8Cade OmFludde EsphatioaDatap By iasalDab Ibia Castral Divlsim z 8 0 mG CV g8 drawing no. W04 -51 (sheet 2of 7 (sheet 2.1 of 7 ) (o) STATIONARY PANEL (0) OR SIDELITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT. /IN. FRAME WIDTH INCHES GLASS TYPES 'A'. 'W. '0 ' 'C'. 'E• 7 EXT. ( +) INT. ( —) EXT. ( +) . ( —) EXT. ( +) WT. ( —) 6/8 42 70.0 80.0 90.0 90.0 - 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 38 70.0 80.0 87.8 87.8 90.0 90.0 D.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE ROT. RAIL) 0.40. WIDTH = PANEL WIDTH - 4.000" 3/16" H.5. GLASS .090' INTERLAYER 'DUPONT SENTRYGLAS PLUS•^ 3/18" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" H.S. GLASS .090' INTERIAYER ' DUPONT' BUTACITE PV8' 1/8' H.S. GLASS SILICONE OOW CORNING 795 WATER INFILTRATION LIMITATIONS' WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL _ +70.0 PSF HI —RISE SILL = +90.0 PSF STD. SILL GLASS TYPE 'E' GLAZING OPTIONS GLASS TYPE 'C' 1/8" HS. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32' H.S. GLASS SILICONE 00W CORNING 795 RI -RISE SILL, GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 E.9. JAVAD *WAD RA. PE 1 70592 C.A.N. 3538 MAR 2 5 2010 PAODUCTREVLSFD secoreplying with t3 F1odda AmceptanceNoM ExphationDate BY Miami Control Mildew Ri ce C 01V0 8 1 gm K R gPOSE YP a rho i 0 u 'oo drawing no. W04-51 MULLION DESIGN LOAD CAPACITY - PSF SIDEUTE WIDTH INCHES FRAME HEIGHT FT. 118. DOOR TO SIDELITE MULLION SIDELITE TO SIDELITE MULL UNREINFORCED REINFORCED REINFORCED ERT.( +) /0T.( -) EXT.( +) /INT.( -) EXT.( +) /INT.( -) 24 / 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 8/8 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.0 80.0 90.0 42 80.0 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 7/0 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.0 80.0 90.0 18 78.9 80.0 90.0 21 749 80.0 90.0 24 71.1 80.0 90.0 27 8/0 87.9 80.0 90.0 30 85.0 80.0 90.0 33 82.4 78.9 90.0 38 80.1 78.0 90.0 UNREINFORCED RE9UORCED DOOR TO SIDELITE MULLION (E0 (0X3 61 --_ -i / \ o\ / \ \ \ _ ; \I / / / / 61 rico 0 / \ \ \ _ ; \I / / / / ii, i; '. p %i; qc \4 REINFORCED SIDELDE TO SIDELRE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MUWON CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDEUTE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 080 ) I / / 1/, \ \ O\\ \ /h \ / / // /i�- - / /� / 55. .5 4 \\ ii, i; '. p %i; qc '( fo / / 1/, \ \ O\\ \ /h \ / / // 5; / %; 'ii \ ____' _ t 4 ' i '( ii\ \ / \ / \ / \ 4 / S )i (0078) Env: AA�MAIM FLA. C.A.N S8 6741U PRODUCT REVISED RAtonPI*N8 with IWIadda 13855h2g Coda By Mani Dade Ptodu4CCom Mid= Z g ce iG o L' o Oliio W y� O I drawing no. W04 -51 O 1 1 (sheet2.2ef 7 ____' _ t 4 -0 / -0// / / 45 \ \ \ f 0\ \ O \\ \ / / / / S )i (0078) Env: AA�MAIM FLA. C.A.N S8 6741U PRODUCT REVISED RAtonPI*N8 with IWIadda 13855h2g Coda By Mani Dade Ptodu4CCom Mid= Z g ce iG o L' o Oliio W y� O I drawing no. W04 -51 O 1 1 (sheet2.2ef 7 t EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 1BY WOOD BUCK TRIM 3/18' X 1 -1/2' WEEP SLOT 1 /SILL AT SIOELRES EDGE DST. . STATIONARY UNITS MICA!. ANCHORS SEE ELEV. FOR SPACING • 3/18' X 1 -1/2' WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS EDGE DIST.DIST. OPERABLE UNITS v • • • TYPICAL ANCHORS SEE ELEV. FOR SPADING RI—RTSE FRAME S APPLICABLE TO STATIONARY AND OPERABLE UNITS R — PROFILE BOTTOM RA11 APPLICABLE TO STATIONARY AND OPERABLE UNITS Eng.:.LwAD AHYAD CIVIL FLA PE / 70592 C.U. 3SSH M 2 5 MO PRODUCTRBVSED Code doPlmide Building Acaspteace M* Expiration By Mend In Coned Misfile itiy.0 z ac afrcl o 4g io .P m a vi c" a a • k Growing no. W04 -51 sheet 3 of 7 • • MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA gg WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 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' (Fu•177 KSI. Fy.1SS KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 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 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY w 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS re . 3000 PSI MIN. C -90 HOLLOW/RUED BLOCK AT JAMBS I'm 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. Engr. JAVAD *MAD CIVIL FLA. PE CAN. / as MAR 2 5 2010 PRODUCT REVISED Building Code Accepts= No Explosion Dato By gql�a•�9- L3►�•t3 Miami Mduq : V d 1. O LL O • ; R MIO a na INS vo O4 ag S a0 a drawing no. W04 -51 (sheet 4 of - 7 • 110 X 3/4' SUS 0 6. FROM ENDS & 14. O.C. MAX. 0 INTERIOR EXPOSED FLUSH BOLTS AT 10• FROM EACH END CONCEALED FLUSH BOLTS AT 10' FROM EACH END LEAF (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) • EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD SUCH OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY .98• x 2• x .99• x 1 /B• FULL LENGTH 5TL CHANNEL (STEEL TO BE PANTED OR PLATED) 1/4• MAX. as OPTIONAL TRIM ( 0xx0 ) ( 0-0 ) 1/4• MAX. SHIM OPTIONAL REINFORCING SEE SKEET 2.2 FOR CAPACITY 9s' X TH Y X .99' X 1 B• FULL LENG STL. C (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING ( x —o ) TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE Exgr: JAYAO •HMAO OWL CAN 135 RautE WIDTH EXTERIOR (x) LIAR fi 2010 PRODUCTRINISED to complying whh Oro Florida Building Codo Expiration �J No m -0 DadeP0 0� Division drawing no. W04 -51 (sheet 5 of 7 ar;y Q ��� i�' [ �I ill f €= t TYPICAL ANCHORS SEE ELEV. FOR SPACING ( x —o ) TYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE Exgr: JAYAO •HMAO OWL CAN 135 RautE WIDTH EXTERIOR (x) LIAR fi 2010 PRODUCTRINISED to complying whh Oro Florida Building Codo Expiration �J No m -0 DadeP0 0� Division drawing no. W04 -51 (sheet 5 of 7 shoat 6 ot 7 ) • ITEM / PART I QUANTITY DESCRIPfON MATERIAL MANF. /BUPPLLBR/REMARKS 1 ES3001 -1 1 FRAME HEM 6063 -76' - 2 653001 -2 2 DOOR FRAME JAMB 8083 -78 - 3 653002 -1 1 FRAME SILL (STANDARD) 8083 -T5 - 3A 653025 1 FRAME SILL (10 -RSE) 8063 -TS - 4 ES3003 -t AS RE00. SIDEUTE ADAPTER 8083 -T8 - 5 653004 AS REOD. SHEAR PLATE 0 ANCHOR LOCATIONS 6083 -T6 3' LONG 6 653009 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -1'5 - 6A 653024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -75 - 7 653008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 8063 -75 — 6 853007 -1 1/ LEAF 000R LEAF - LOCK 510E 8083 -T6 - 9 ES3007 -2 1/ LEAF 0008 LEAF - KEEPER SIDE 8063 -76 - 10 653008 -1 AS REOD. SIDEUTE STILE 6083 -75 - 1t F8- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 F8 -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 853011 AS RE00. JAMB TRW 8083 -19 OPTIONAL 14 653012 1 SILL COVER 6083 -T6 - 15 653013 2/ LEAF WEATHERSTRIP ADAPTER 8063 -T5 - 18 853014 -1 4/ PANEL PANEL CLAMP 6083 -TB - 17 653003 -3 3/ LEAF HINGE ASSEMBLY 6063 -T8 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 2015L) - YALE 20 - - DEAD 801.T LOCK (PREMIER) - YALE 21 W22321NG AS RECD. FIN -SEAL PILE 11/STRIPPING - ULTRAFAB 2? 653020 AS REOD. BULB WEATHERSTRIPPING ■NYL AT 51DEU7E PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4'%1/8'X4 -1/4' LONG 24 - AS RE00. HINGE REINFORCING BAR ALUMINUM 1/8' THK. X 7 -7/8' LONG 25 - 2/ LEAF 3/6' DIA. THREADED ROD W/ NUTS STEEL - 28 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEM WAS 27 - AS RECD. MULLION REINFORCING CHANNEL A38 STEEL - 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 654019 AS REDO. PANEL SILICONE STOP NEOPRENE - 30 - AS RE00. 3/8' DIA. X 1/8' HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 854013 AS RE00. WEDGE GASKET - - 32 653022 2/ STOE FLUSH BOLT BRACKET 8083 -T5 - 33 - 2/ 8117. BRACKET INSTALLATION SCREWS - #10 X 1' FH 5MS 34 O/LON AS REOD. DOOR PANEL W STRIPPING - SCHLEGEL Engr: JA681 AHEAD FLA. PE 10592 CAN. ]536 ‘p 9 f1 2O10 eanafdym6 wOL *Okada Wein Coda Acceptance FDA= MIMI Dada Coe4o( UiYldoa u m SZ 81 Q Dap o• 8 110 g I.z I 4! U Infek 0 9 8 S y3 ■ 1 ti drawing no. W04 -51 1 .381 F°- 1 I rm. 225 .10$� 37 WEDGE GASKET (SOU 1:1) 2.125 0.375 nt V\ - ' COMP- ANL \W04 -51 ESW1 t.S00 1 i_ 4.000 r-1.779�•I II II I 2.250 ENGINEERS & PRODUCT DEVELOPMENT 1916 S.W_ B7 AVE .888 0.312 ®® .078 . FRAME HEAD + .688 2.016 - /JAMB L2.125 P x - I 2.000 J n 3.350 78 15 WEATHERSTRIP p1.6008�{ I -Co } 395 1.*-- 2.674 ® SHEAR PLATE .388 �I1 ADAPTER S • Rr1 I O o 3.375 4.000 t3 JAMB TRIM .852 (OPTIONAL) g }q a 1 V E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 824 -7775 FAX. (305) 624 -7777 v .078 1500 T 2.000 9II.�. 6 © l Ill n 3 PIECE HINGE .913 f .250 1.112 4 .590 ® TOP /BOTTOM RAIL - .125 - .960 1.531 2.674 078 395 j I - 2.000 1 (__. 16 PANEL CLAMP description REV. PER BCCO couutrns BUS 17 8 Bon. RAIL MBED i Q REINF. MULLION CHANNEL 750 2.000 - .913 - .621 3.350 .490{1 • 1.145 I 2.163 ,078 ® SIDELITE ADAPTER 1.750 7.zso 078 .913 '00 .062J O1a -�j 1.145 d 7.750 .094 10 SIDE LITE STILE J. I .475 .9271 -- SILL COVER _`o. '$' g,--• $ 8 >$ i a.�o ® FRAME SILL (STO.) W 1.954 4.000 .--, �---� • , .ti * 4.625 094 - .913 .590 1.750 --�{ 1.984 1.145 .062 ; 4WD MOD Fl PE 70592 RA. CAN. < 14� 5 2010 REVISED ® a8htbaFloods Nopq•12!? g3pbad0eDM • :al.;c ° Division .ate .583 � j,_ F-5 n I� 2.000 1.750 .590 1 drawing no.-, W04-51 .094 ® HINGE STILE .913 .078 I ---�i ® HI- PROFILE 4.000__ ® ® LOCK STILE /KEEPER STILE 1.750 - BOTTOM RAIL 4.000 ® FRAME SILL (HI -RISE) (sheet 8.101 7 ) • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIDELITE CORNER Env: APIMAD FlA/ 39 c.wPEe. as complying w�Flattda Wading Code Asaverasa No EsphationDase `S Dada PFoduacamad Division r �2SL. a O n 2 1 4 Yf a 1 drawing no. W04 -51 sheet 7 of 7