Loading...
CC-12-269 (2)X1121 II Z �Z-�1- Y� C, -LAI U, ING Miami Shores Village Building Department I SEP 0 6 2012 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 �} Permit No. eCl2 "e� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: f - r-791 91 W. e57 2A.,oeI- &!�: City: Miami Shores County: Miami Dade Zip: 11-2-Z06 Folio/Parcelff: �,�+2 06 ^a/y -2.6 J® Is the Building Historically Designated: Yes NO A-01 Flood Zone: OWNER: Name (Fee Simple zzlic Address: ,d,, -�? City: ef&d&±j State: Zip: 73 219 Tenantl xssee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 4-1- 61 1-4 City: State: Zip: Qualifier Name: State Certification or Registration #: e6C1a14!:J Z__ Certificate of Competency #: A.r "2Xy7 Contact Phone#: Email Address: JWw,4 DESIGNER: Architect/Engineer ww e4 ,Vv Phone#: a6 Value of Work for this Permit: $ ® ® J Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: -- 6�,r-� wa op�„�* Submittal Fee Scanning Fee $ Color thru tile: Permit Fee $ Radon Fee $ Notary $ 2�- Training/Education Fee $ Double Fee $ �KTStructural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ M - t') IS() l 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $250,0; 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 b approved and a reinspection fee will be charged. Signature r� Signature(LJI-4E,,04 — Owner or Agent ' Contractor The foregoing instrument was acknowledged before me thisd4 The fo goins as ackno edge before me s day of 20 by (�� , day o 20, by who iserson�knowna or has produced w o is per onally known to me or who has prod 4 AA id fication and who did take an oath. cation and who did take an oath. NOTARY PUB & -J' -J' - N ARY PUBLIC: Sign: Print: My Commission APPROVED BY MY COWMON # MM794 ��g;29,2013 Plans Examiner Structural Review Sign: '�(lt�ttp�1p State of Flon Print ,.`o4P" std-, Notary Public - 3 2015 My Commiss' A • My commission # EE 128810 Ff Bonded ��•Through ,atiooai Notary Assn. Zoning Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09XRevised 7/10/2007) MIAMW7�ADE FEB 6 �E MIAMI—DADS COUNTY, FLORIDA ® METRO—DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCTCONTROL DIVISION 133130-1563 (305) 37 K )t 39 NOTICE,OF ACCEPTANCE OA www.m ' � d `` v ` ' ode Sunshine Windows Manufacturing, Inc.q' 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: e This NOA is being issued under the applicable rules and regulations governing th on materials. The documentation submitted has been reviewed by Miami—Dade County u Con 1 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 approval as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ,,swNu 9000" 910" A/E Outswing Glazed French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-91, titled "Series — 9000 Alum. Outswing French Door (L.M.I.)"'shads 1 through 10 of 10, dated 11/11/08, prepared by Al—Farooq Corporation, dated 03/18/09, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: The Single Door with Transom is limited to Maximum Design Pressure DP = ± 90 PSF. 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 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 Jaime D. Gasgon, P.E. NOA No. 09-#413.09 Expiration Date: October 40,L013 �� Approval Date: July 01,L009 ";l"'A Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (TRANSFERRED FROM FILE NO. 08- 0813.04). 2. Drawing No W08-91, titled "Series - 9000 Alum. Outswing French Door (L.M.I.)", sheets 1 through 10 of 10, dated 11/11/08, prepared by Al-Farooq Corporation, dated 03/18/09, signed and sealed by Humayoun Farooq, P. E. B. TESTS (TRANSFERRED FROM FILE NO.08-0813.04) 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) Ford Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5554, dated 05/10/08, signets and soled by Carlos S. Rionda, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5556, dated 04/27/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS (TRANSFERRED FROM FILE NO. 034813.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by Al Farooq Corporation, dated 06/09/2008, with the latest revision dated 09/15/2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09-0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09-0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaeiteO PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. Jafine D. Gasgon, P.E. Chief, Product Control Division NOA No. 09-0413.09 Expiration Date: October 30, 2013 Approval Date: July 01, 2009 E-1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS (TRANSFERRED FROM FILE NO.08-0813.04) 1. Statement letter of conformance, dated June 09, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Statement letter of no financial interest, dated June 09, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. 3. Laboratory compliance letter for Test Report No. FTL-5554 and. FTL--5556, issued by Fenestration Testing Laboratory, Inc., dated April 27, 2008 and May 10, 2008, signed and sear by Carlos S. Rionda, P. E. 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nunez. G. OTHERS 1. None. H. LIMITATIONS: 1. The Single Door with Transom is limited to Maximum Design Pressure DP = + 90 PSF. C Yea Jaime D. Gaston, P.E. Chief, Product Control Division NOA No. 09-0413.09 Expiration Date: October 30,.2013 Approval Date: July 01, 2009 E -2 THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. —� SERIES 9000 AI.MNUM OUTSWING ENTRANCE DOOR SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON MEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH SERIES 8000 OR SERIES 9300 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR DOOR MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THISPRODUCT HAS OUMEN£NTS OF THEFL N DESIGNED AND TESTED TO COMPLY WITH THE REORIDA BLUM CODE 2004/21107 EDITION INCLUDING HICK VELOCITY HURRICANE ZONE (HVHZ). TBY OR 28Y W000 SUCKS BY OTTERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE AND REVIEWED BY AUTHORITY HAVING JURISDICTION. 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 IN ALLOWABLE STRESS 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 SMALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TABLE NF1 DOORS LOAD CAPACITY - PSF SINGLE DOOM WITHOUT TRANSOM (X) OR WITH TRANSOM (G/X) ANCHORS LOAD CAPACITY - PHP SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) G I IACXB HINGES DOOR DIMS. TYPE 'A' TYPE 'B' OPTION 91 OPTION #21 OPTION 83 OPTION 01 OPTION #2 FRAME FRAME WIDTH HEIGHT EXT. (+) EXT. (+) INT. -) INT. - EXT. (+) ETT. (+) EXT. (+) EXT. (+) INT. - INT. (- I INT. -) INT. - EXT. (r) IM. (- 47• 98-1/2• 80.0 120.0 80,0 1 120A 80.0 120.0 4T tto-+/2• eo.0 120.0 80.a 90.0 120.0 80.0 120.0 SEE SHEET 2 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HOMES DESCRIPTION u:+ .: W 3MV'I.SJC• . TABLE #2 ANCHORS LOAD CAPACITY - PHP SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) 1/4 SHIN SPACE 1/27 SHIM SPACE DOOR DORS. ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'BB TYPE 'C' TYPE 'D' TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'BB' TYPE 'C' FRAME FRAME WIDTH HEIGHT EXT. (+) W. (-) EXT. (+) EXi. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (-) INT. IPIT. (-) INT. ( q" 110-t/2' 89.0 89.0 109.0 108.0 120.0 12).0 75.0 79.0 108.0 108.0 120,0 F7� �=�:iyYtii�;a �; ��: r.,: W .�.�:;i11tL•L'] rjflPICAL ELEVATION (O/X) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA08-DEC-219 S!NOLF fWO� MnTN 6RLOWWITLtOL7 TRANSOMS � tItES TS STRLKT USE CHARAS FOLS TLC . 19'.x7 FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2- FOR ANCHORS TYPE/SHIMSPACE OBTAIN I LOAD CAPACITIES FROM TABLE 2. 1 3- TRANSOMS FOR SINGLE DOORS ARE LIMITED THE 4, STP uuES FROM STEPS 1. 2 AND 3 MAR 18 2009 1 WILL GOVERN. no. ODORS WITH 6R WITHOUT TRANSOMS USE RTC AQ FOLLOWS FOR THE OORRERPOEIO111X: .DOOR SME 1- FOR CLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LCA) CAPACITIES FROM TABLE 3. 2- FOR JAMB ANCHORS. TWVSHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 3- FOR HEA) ANCHOR$ TYPE/SMMSPACE OBTAIN LOAD CAPACITIES FROM TABLE S. THE LOWEST VALUES FROM STEPS 1, 2 AND 3 WILL GOVERN. TABLE #3 1/4' HEAT STREN'D CLASS 1/4- HEAT STREN'D GLASS 090" INTERLAYER 090" INTERLAYER DOOR DIMS. BUTACITE PVB SENTRYGLAS PLUS FRAME FRAME WIDTH HEIGHT BY 'DUPONT' BY 'DUPONT' 89" 98-1/2- 1/4' HEAT STREN'D GLASS HEAT STREN'D GLASS LL F' 80.0 80.0 SRJCONE pp F C1/4" I SILICONE �§ TYPE 'AA' TYPE 'B' TYPE 'BB' TYPE 'C' DOW COMING 982 DOW CORNING 795 EXT. (+} I DOW CORNING 982 DOW CORNING 795 ODORS WITH 6R WITHOUT TRANSOMS USE RTC AQ FOLLOWS FOR THE OORRERPOEIO111X: .DOOR SME 1- FOR CLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LCA) CAPACITIES FROM TABLE 3. 2- FOR JAMB ANCHORS. TWVSHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 4. 3- FOR HEA) ANCHOR$ TYPE/SMMSPACE OBTAIN LOAD CAPACITIES FROM TABLE S. THE LOWEST VALUES FROM STEPS 1, 2 AND 3 WILL GOVERN. TABLE #3 FRAME WIDTH DOORS LOAD CAPACITY - PBF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) GLASS i LOCKS RINGES DOOR DIMS. TYPE 'A' TYPE '8' OPTION 011 OPTION d2 OPTION 68 OPTION 01 OPTION 02 FRAME FRAME WIDTH HEIGHT EXT. (+) EXT. (+) INT. (-) INT. (- EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. -) 1M. -) INT. - INT. -) W. - 89" 98-1/2- 80.0 90.0 80.0 1 80.0 90.0 80.0 90.0 89' 110-1/2' 80.0 80.0 80.0 1 80.0 1 90.0 80.0 90.0 SEE SHEET 8 FOR LOCKS AND HINGES DESCRIPRON TABLE #4 FRAME WIDTH JAMB ANCHORS )AAD CAPACITY - PSP CLUSTER OF 4 OR 8 1/4- SHIM SPACE I I/2" SHIM SPACE ANCHOR TYPE 'A' DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX) DOOR DWS. 4 1/2' MAX. AT 3" O.C. SEE CHART FOR CAPACITY 1/4' SHIM SPACE 1/2- SHIM SPACE A - - SO -1/2' ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DOOR DNS. TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'BB TYPE 'C' TYPE 'D' TYPE 'A' TYPE 'AA' TYPE 'B' TYPE 'BB' TYPE 'C' 1 to -1/x' EXT. (+} EXT. (+) EXT. (+} EXT. (+) EXT. (+) EXT. (+} EXT. (+) EXT. (+) EXT. (+) EXT. (+} EXT. (+) 88.0 90.0 INT. - INT. - INT. -} INT. -) INT. - INT. -) I", (-) INT. (-) INT. - IMT. - INT. (-) M891 80.0 90.0 90.0 W. 80.0 80.0 90.0 90.0 90A 90.0 90.0 90.0 90.0 190.0 90.0 90.0 90.0 79.0 79.0 90.0 90.0 90.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION c 89' TABLE #5 FRAME WIDTH HEAD ANCHORS LOAD CAPACITY - FTRANSOM (0/1IX) DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH CLUSTER OF 4 OR 8 1/4- SHIM SPACE I I/2" SHIM SPACE ANCHOR TYPE 'A' ANCHORS AT HEAD DOOR DWS. 4 1/2' MAX. AT 3" O.C. SEE CHART FOR CAPACITY FRAME HEIGHT Hm� A - - SO -1/2' GORIERS .` .y 89' 78.0 90.0 90.090.0 �.0 90.0 90.0 84.0 90.0 54.0 W.0 90.0 90.0 90.0 75" 1 to -1/x' 90.0 90.0 Sao 90.0 90.0 90.0 90.0 97.0 90.0 57.0 90.0 90.0 - 90.0 90.0 89' 88.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 57.0 88.0 97.0 88A 82.0 80.0 90.0 90.0 BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 $ UN raw STWXTURES i PE 17 CAN. 7938-Aanved as= do Flumag droW ng no. Mand ro ` WOB-91 LIAR 1 S 2009 sheet 2 of 10 : --- IIr E / i. pNACTNE ACTNE �I t�r ' JRFACE FALSE MPPLIED 32 1S/18' - 32 15/19' I MAY 13E USED D.LOPO. O.L. OPO. l 41 13/18' 41 13/18' TABLE #5 HEAD ANCHORS LOAD CAPACITY - FTRANSOM (0/1IX) DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH 1/4- SHIM SPACE I I/2" SHIM SPACE ANCHOR TYPE 'A' 4NCHOR ANCHOR ANCHOR ANCHOR ANC109 ANCHOR ANCHOR ANCHORANCROR ANCHOR 'AA TYPE R' '88 TYPE 'C' TYPE' TYPE 'A' TYPE 'AA' TYPE R' 88 TYPE 'C' DOOR DWS. CLUSTER I CLUSTER CLUSTER CW8TO CASTER CLUSTER CWBTER CLUB= CLUSTER CLUSTER I CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER OF 4 OF 8 OF 4 OF 4 OF 4 OP 4 OF 4 OF 4 OF S OF 4 OF 8 OF 4 OF 8 OF 4 OF 4 FRAME WIDTH FRAME HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. {+) EXT. (+) EXT. (+) EXT. (+) EM. (+) EKT. (+) EXT. (+) EXT. {+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) INT. (- SIT. - INT. (- INT. - INT. -) INT. - OIT. - INT. (-) INT. (-) INT. -) INT. -) INT. - INT. (-) W. -) INT. -) 75- SO -1/2' 90.0 - 90.0 90.0 90.0 90.0 90.0 78.0 90.0 78.0 90.0 90.0 - 90.0 90.0 89' 78.0 90.0 90.090.0 �.0 90.0 90.0 84.0 90.0 54.0 W.0 90.0 90.0 90.0 75" 1 to -1/x' 90.0 90.0 Sao 90.0 90.0 90.0 90.0 97.0 90.0 57.0 90.0 90.0 - 90.0 90.0 89' 88.0 90.0 90.0 1 90.0 90.0 1 90.0 90.0 57.0 88.0 97.0 88A 82.0 80.0 90.0 90.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION CLUSTER OF 4 ANCHORS ATS TYPICAL ELEVATION ALL � g TMP. (XX) SEE SHEET 3 FOR ELEVATION (O/XX) NOTE: m GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 $ UN raw STWXTURES i PE 17 CAN. 7938-Aanved as= do Flumag droW ng no. Mand ro ` WOB-91 LIAR 1 S 2009 sheet 2 of 10 TYPICAL ANCHORS: SEE ELEV. FOR SPACING �v — — — — — — — — FRAME WIDTH M I ,fIA 11LTRACOM BY 'ELCO' (Fu -177 KSI, Fy-199 KSI) O.L. OPG, z A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 3• WITH 1-3/8" MIN. PENETRATIONJ.O. -HOOD 4 1/2" M. AX I t BY �wpoD BLOW INTO CONCREX I /S CORN F CLWUSTER OF 4. I ti>4Tta ALL CASES 8 I pIRECTIY INTO C90 FILLED BLOCK I WITH 1-1/4" MIN. EMBED INTO MASONRY AA: DIRECTLY INTO CONCRETE WITH 1-3/8" MIN. EMBED INTO CONC. AN ANCHOR EWE n H -1 o INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 9" MIN. d — — — — 1/4" DIA HILT! HWIK CON nl BY 'MV (Fu -183 KSI, Fy-187 KSI) B: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH t-3/8' MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MW. EMBED INTO CONCRETE DIRECTLY INTO COO FILLED BLOCK WITH 1-1/2" MIN. EMBED INTO MASONRY (Y BB: DIRECTLY INTO CONCRETE WITH 1-3/8" MIN. EMBED INTO CONC. I a5 p INTO CONCRETE AND MASONRY - 2-1/2" MIN. m \\--- ir----- INTO W000 STRUCTURE _1' MIN. if -� Tr 25 cor a RY Ecee� (Fu -177 951. Fy-185 KSI) C: DIRECTIl�----.t I WITH 1-3/8" MIN. EMBED INTO CONC. I Eec� elsrANCEs / ANCHDR INTO CONCRETE AND MASONRY - 2-1/2" MIN, I uuaCTNE ACME c -- INT14 O WOOD STRUCTURE - 1" MIN. J ' Ili — — — — — — — — — — — — - 'e' - SURFACE APPUED 32 15/18' 32 18/18' 8ELF 14 SMS OR SDRILLING SCREWS (Fu -92 NSI, Fy-120 KSI) MUNTINS FMA BE USED D.L. OPO. D.L. OPO. D: INTO METAL STRUCTURES I 41 13/18' 41 13/18' STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) LEAF LEAF WIDTH C ALUMINUM : 1/8' THK. MIN. (8083 -TS MIN.) I CLUSTER OF 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHORS AT SILL TYPICAL NATION I I ALL CASA (O/XX) INTO METAL STRUCTURE - 1/2" MIN. L— — _ — — — — — — — — J SEE cHARrs ON SHEET a FOR DOOR AND TRANSOM LOAD CAPACITY m CONCRETE t'o - 3000 PSI MIN. MASONRY t'rn . t5DO PSI MIN. FLA.PE f � 7 CAM 3538 a,oe>I�ti'!ne wt9a Ole Y3 8 WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WOW. a MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND rW—TRANSFER THEM TO THE BUILDING STRUCTURE. MARIS ZO09 COUNTY APPROVE[ MULLION ANCHORS A LEG DOOR READ SERIES -6000 FRAME OPTION a DOORS SHOWN WITH SERIES -9500 FRAMES CAN ALSO BE USED WITH SERIES -8000 FRAMES. g� EDW' ----- T •, CURES w CAN. 3638 AWrwad6s.op -i 1T 16%'91A26004 8 9 18 2009 cawing no. WOB-91 Is y y r %2 j$ 4 ® Ilr rho C:1Li/.•1 .. TYPICAL ANCHORS TYPtCAL ANCHORS ,Sll ELEVA=NS SEE ELEVATIONS FOR SPACING /-FOR SPACING 15 3H UTI 12 UO3 UT2 LOAD BEARING SKINS I SEE CHARTS ALTERNATE T. HOS EXTERIOR SEE a ©o FOR SPACING U5 FRAME WIDTH TRANSOM ®SEECHARTS _ oSERMS-95GO FRAMES LOAD SEARING il.. ALTERNATE rye) \I -ALTERNATE- ® n•FOR SPACING 1�® MrYPICAL ANCHORS�74­ mIA EXTERIORX11111 - - m JA TRANS � i3Zyk :A' is 1 I,FRAM : A !'w 'i'1: OPTWN1 .090 IYP. F.190FE a.soo Ia- 4.970 I 2.900 a� I3.998 IA 1.f to E3 DOOR JAMB z.soo .190 •110m II l- Ets JAMB .394 aw FILLER 1.953 z 090 t.9s3 1.083 4.970 T1 TRANSOM HEADER 4� .070 azo E2t DOOR STOP p--4.988 `im [� F $ J ie�A a I� q $I 1.750 0 2.790 078 TMP. _3.984 TRANSOM HEAD S-8000 soos.= z.aes E1 DOOR HEADER 22o�j .off .900 t.00 DOOR STOP COVER �za3a ifo TYP. 3.1137 2.as7 nF .320 E4 TOP RAIL 4.874 3.9" - 994 127 2.790 .147 ole 4.988 TB HORIZONTAL AT DOOR S-8000 289 060 1.118 rs HEAD COVER 2.032 .200 1.881 ala .829 Eto CORNER BLOCK 1.117 .999 � f_ t.� TRANSOM Tt0 GLAZING ADAPTER 1.790 � 3.383 .320 z.1 L 3.500 a.aaz EB HINGE/LOCK STILE _ V W n P AS n 1.000 1.000 �' 2.909 1.3t7 -� .070 r2 TRANSOM ADAPTER 1.810 .070 TMP• t.zso I I -2400 E18 CLOSURE DOOR STOP .578 094 3.738 Typ.3.228 5.000 re JAMB FILLER S-8000 n TRANSOM p-1.790 .208 trP 3.750 9.900 Sao 7 4.374 3.438 .340 a.aso .las 190 y4 E7 MEETING STILE - INACTIVE LEAF 9.000 Irm T- .880 1,000 'm 1.aoo T3 TRANSOM GLASS STOP o o •� .250 1.427 •283 GLASS STOP .208 JAMB S-8000 1.788 62 --� �- 1.1000 17 ?•6 T9 TRANSOM GLASS STOP S-8000 RIM CAM. '. 7 �w8ht6a ; iuAns ) / MAR 18 2009 By 1.748 903 060 1.972 DOOR SWEEP •854 1.950 1.332 Eu.CORNER PLATE 2.232 RAIL 4.374 3.439 .i 10 .320 2.250_ .125 90 L -503.436---J J.438 O MEETING STILE - ACTIVE LEAF BOTTOM 1.141 .las 1.950 % / 1.203 Et4 LOCK BACK UP TE y^ , 2.4a3 Am .122 4.933 E2 THRESHOLD �rtaa = ' 4.500 � EaA ALTERNATE THRESHOLD -y` `. drawing no. WOS-91 sheet 7 of 10 ma 18 2009 ftwade 'b� 07 , drawing no. WOS-91 oL CKS: OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1289 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) 014 X i" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4- FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END lam oj'..o OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #2088 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1- HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2. OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR—O—MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 9/8" MS )R 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP OPTION #3: ACTM LEAF J KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & $$ BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) 012-24 X 1/2" FH MACHINE SCREWS INACTNE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY g Q 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & 4 BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40- FROM BOTTOM OF PANEL FASTENED WITH 3/8" HEX STEEL TIP (2) #8-32 X 1/4" PH MACHINE SCREWS ROL BOLT WIDE STEEL ROD YATH THREADED ENDS Q. a n en M THRESHOLD BaLr FLA. PE 6M tm Vfttw WNeml Hod �tra1 drawing no. Divl�_ MAR 18 2009 1 r 91 �Y 810-24 % 1/2'TOP RAIL FH TKRPD -� WELDED TO CUTTING SCREWS I 1+ VERT. STILE I 1 M2 / I n �0. a 110 -24 X1/2 - FH THRE4D CUTTING SCREWS M4 Or PNOT THRESHOLD CORNER 1m FRAME TOP CORNER N Ma nL I' �I YI �� 02 d //tII BOTTOM RAL WELDED STO TILE VERT. STW.THRESHOLD CORNER 1� . WS= mm A PE If CAN. AH Ma dmwing no. THRESHOLD CORNER LIAR 18 2009 � WOB-91 ghost 1 o of 1 1TZM" !BANE./SUPPUU/REMARKS 93 -TB 93-79 - %w laJ Z 63 -TS 63-T9 - OS -T5 r 09 -TS - 09 -TS - OS -T9 - a B3 -TS - 63 -TB - M. AUVWM FAM rus7 •� C,an. mm Tse ea rorY6ttio � � 8 tdI®tDt Pr mT drawing no. IAR 16 2009"` W08-91 LOCKS OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1288 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X t- HH SELF DRILLING SCREW AT ONE ENO AND (2) #12-24 X 1/2. OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4- FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END I OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' #2086 LOCATED AT 41 - FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1.- HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR—O—MA,nc' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 012-24 X 1/2- FH MACHINE SCREWS AT ONE END OPTION #1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH 010-24 X 1/2- FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 9/8- MS )R OPTION #2: 4 X 4-1/2- ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2- FH MACHINE SCREWS PER HASP OPTION #3: ACTIVE LEAF: KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE* WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2- FH MACHINE SCREWS INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH 3/0' HEX STEEL TIP (2) #8-32 X 1/4- PH MACHINE SCREWS BOLT OWDE STEEL Roo WITH THREADED ENDS THRESHOLD BOLT MAR 18 2009 O h� drawing no. W08-91 currwc o� "T 4rV r /10-2244 x 1/2- TWM CUTTM sews H W N MR -1 0 LIAR 18 2009 drawing no. WOB-91 FEB MIAM"DE . 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375:.29QL FA?U30) W-6339 Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governin materials. The documentation submitted has been reviewed by Miami -Dade 1 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 the High Velocity Hurricane Zone. DESCRIPTION: Series 8000 Aluminum Window Wall System — L. M. L APPROVAL DOCUMENT: Drawing No. W08-90, titled "Series 8000 Alum. Window Wall System (L.M.L)", sheets 1 through 12 of 12, dated 11/11/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09-0413.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturees die drawings and sections. 2. Drawing No W08-90, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 12 of 12, dated 11/11/08, prepared by AI-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS (TRANSFERRED FROM FILE NO. 08-1114.16) 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 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS (TRANSFERRED FROM FILE NO. 08-1114-16) 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, prepared by Al—Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, P. E. Complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated. 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite PVB, Interlayer" dated 01/05/06, expiring on 12/11A0. F. STATEMENTS (TRANSFERRED FROM FILE No. 08-1114.16) 1. Statement letter of conformance, dated September 02, 2008, signed and sealed by Humayoun Farooq, P. E. 2. Statement letter of no financial interest, dated September 02, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Michael R. Wenzel, P.E. 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signal by Jose Nuftez. G. OTHERS 1. None. J/10 lol 1,0 MarnP.E. Product Con(-"".-ofExplainer NOA No. 13.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 E-1 4' 11 11 '--_DOOR MULLION ANCHORS ANCHORS TYPE A, S. C OR ANCHORS TYPE A. S. C OR SEE SHEETS 8 & 7 2, 3 OR 4 AT EACH JAMB--� 2. 3 OR 4 AT EACH SIDE OF MUWON--� SEE SHEET 8 SEE SHEET 8 SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. TPRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY HIS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION THE REQINCLUDING HIGH VELOCITY HURRICANE ZONE (H*M. 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 WRENS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FOLLOWS. DETERMNE DESIGN WOO= ftWRBMNT BASED STEP ,' ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. CU SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. S>EP 3 CHECK MUUJON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEETS 8 & 7 SELECT ANCHOR OPTION STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. .Sgyp B THE LOWEST VALUE RESULTING FROM 5IEP3 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z87.1. LAMINATED GLASS LARGE MISSISTRUCTURM LE IMPACT q r. N.YD NN F tl� FIA. PE IV057 CAK 38 � Browing no. l�AR 18 2009 W08-90 ALP --WIDTH- r SEE CHART WIDTH SEE CHART SHEET 2 �v II SHEET 2 II _ D.L.IL OPO. WIDTH SHE D.L. OPO. WIDTH SHEET 2�! i m ei c� c ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z87.1. LAMINATED GLASS LARGE MISSISTRUCTURM LE IMPACT q r. N.YD NN F tl� FIA. PE IV057 CAK 38 � Browing no. l�AR 18 2009 W08-90 ALP I GLASS LOAD CAPACTT'Y - PSF I 28' 32' 38' 40' 44-1/4' 48' 52' 84-1/2, 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 1304 _ 80.0 1304 J 28' 32' 38' 40' 44-1/4' 48" 52" 90-1/2' B.0 1304 SO.o 1304 80.0 1304 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32' 38" 40" 44-1/4' 48' 52' 98-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28' 32' 38' 40' 44-1/4• 48' 102-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 28' 32' 38' 40" 44-1/4' 108-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28' 32' 38' 40' 114-1/2' 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS). D.L.. _ O�WIDTH� D.L. LID. WIDTH ALTERNATE BUTTON BUMPER U IN LIEU OF VINYL SPACER® DOW CORNING 982 �e DOW CORNMG 798 1/4' HEAT STREH'D GLASS 080" INTERLAYER SUTACTTE PVS BY 'DUPONT' 1/4' HEAT STREH'D GLASS 795 HEAT STREN'D GLASS SEM RTGIMAS�PLULUS BY 'DUPONr r1/4- HEAT STREWD GLASS iml 1,77 -ft GLASS mm 18 2009 of - drowina no. I ; ' J �i 0 ALTERNATE BUTTON BUMPER U IN LIEU OF VINYL SPACER® DOW CORNING 982 �e DOW CORNMG 798 1/4' HEAT STREH'D GLASS 080" INTERLAYER SUTACTTE PVS BY 'DUPONT' 1/4' HEAT STREH'D GLASS 795 HEAT STREN'D GLASS SEM RTGIMAS�PLULUS BY 'DUPONr r1/4- HEAT STREWD GLASS iml 1,77 -ft GLASS mm 18 2009 of - drowina no. NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCRORED 1AMB OPTIONS ou OPTIONS WIDTH (W) m W1 AT FRAME JAMB WIDTH (M) . W1 + W2 AT FRAME MILLION 2 i mm 18 2009 mn Z u N t� ii=- Li:! drowina none. MULLION LOAD CAPACITY - P9F MULLIONS WITHOUT INTERIMLATE HORIZONTALS NOMINAL. DIMS. JAMB 'JI' JAMB 'JI' JAMB 'JB' JANE 'J9' JAMB 'JS' MULI. 'MI' MULL 'MI' MULL 'M9' MULL 'M4. WIDTH (W) FRW HE49U Ew. (+) W. (-) Ev. (+) W. (-) E1R. (+) W. (-) ER (+) OJT. (-) 30' 39' 42' 48° 94' -..,a---- - 88-1/2• --- - 130.0 1304 130.0 130A 130.0 1304 1304 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1304 1304 130.0 130.0 130.0 -- 0 - 130.0 30' 39• 42' 48' s4' 90' go. 130A 130A 13D.0 13D.0 130.0 134 130.0 130.0 130.0 13OA 130.0 130.0 1304 130.0 1304 130.0 121.7 13o.0 13.0 130.0 113.7 130.0 130.0 130.0 30' 38' 42• 49' se 90' w 1304 130.0 130A 130.0 130.0 130.0 130.0 130.0 119.9 13MO 130.0 130.0 1074 130.0 130.0 130.0 9&4 1300 127.9 130.0 919 130.0 1 11&4 13pA 30' 38° 42' 48' s4° 58° w1l. 130.0 130.0 130.0 130A 126.4 130.0 130.0 1304 1104 130.0 130.0 130.0 99.0 130.0 130.0 130.0 909 1304 120.8 130.0 88.9 130.0 114.4 130.0 30' 38' 42' 48° &P as. 104' 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 99.0 130.0 100.0 130.0 89.8 130.0 1231 130.0 80.7 129.9 111.8 130.0 7&8 128.4 1011.7 129.9 30' 38' 42' 48' 93• 108' 112.4 130.0 130.0 1304 984 1311.0 130.0 130.0 82.8 130.0 1228 130.0 739 1111.8 10&8 130.0 88.1 100.8 1001 119.7 30' 36' Q. 48' s2' 110-1/2' 104.8 130,0 130.0 1304 88.8 131L0 130.0 130.0 77.1 123.9 1189 13DA 8&7 1104 103.7 124.0 84.3 103.4 98.9 1199 X' 38' 42' 48• so' 114' 98.3 130.0 130.0 130.0 80.4 128.3 12&1 1304 88.9 112.5 109.4 130.0 NJ 100.1 97.1 11&O 80.1 99.7 93.7 112,0 �• 38' 42' 48' 120' 919 130.0 130.0 130.0 8&9 110.4 113$ 130.0 89.8 984 99.5 10.5 83.0 891 87.1 104.1 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCRORED 1AMB OPTIONS ou OPTIONS WIDTH (W) m W1 AT FRAME JAMB WIDTH (M) . W1 + W2 AT FRAME MILLION 2 i mm 18 2009 mn Z u N t� ii=- Li:! drowina none. UNANCHOR® WIS OP7[ONS am am= WIDTH (W) . W1 AT FRAME JAMS WIDTH (W) m W1 + W2 AT FRAME MULLION 2 ti IV _ I4j f`j_ r MMON 'KI' MUILION V, mull= ma, MIJUION 14' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. MAR 18 2009 MULUION LOM CAPACITY - PSF MULLIONS WH I14TL`RMUTR HORIZONTALS NOMINAL DIMS. JAMB 'JI' JAMB '11' JAMB 'J8' JAMB 'J9' JAMB 73' MULL 'Mt MULL 'M2' MULL 'MS' MULL 4. 810TH (0) FRAYS HMW EXT. (77 W. (-) EM. +) Mr. -) EXT. (+) W. (-) OD. (+) MT. (_) 30• 38° 42' 48' 84' 80' �. 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1304 130.0 1300 1 130.0 130.0 1309 1304 130.0 130.0 130.0 130.0 130.0 130.0 i�A 130.0 130.0 1so.0 30' 36' 42•89-1/2' 48' 84' �• 130.0 13DA 130.0 130.0 130A -� 130.0 130.0 130A 130.0 130.0 130.0 1304 1'.4.0 1304 130.0 130.0 11&1 139.0 170.0 130.0 1063 130A 1273 13.0 30' M• 40.• 48' 64' 60' 90• 130.0 130.0 130.0 130.0 1394 130.0 139.0 UILA 130.0 130.0 130.0 130.0 118.0 130.0 13U 130.0 1044 130.0 130.0 130.0 130.0 1174 130.0 30' 36' 42° 46' 64° 80' 88' 170.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 170.0 120.0 130.0 130.0 114.7 130.0 128.1 103.2 P.74.5 173.4 30' 78• 4:r 48' 84° BB' 98-1/2° 1309 130.0 130.0 130.0 130.0 1304 1309 130.0 130.0 130.0 122.9 130.0 12&7 ,9&0 130.0 119.6 101.4 121J 30• 36' 42• 48•81.0 64' Be. 102° M7 130.0 130.0 130.0 108.1 1304 130A 130.0 02.6 136.0 130.0 139.0 130.0 1142 130.0 70..0 1189 1019 121.4 699 111.7 96.0 117.1 30• 39' 42• 48' 63' 108° 1093 130.0 130.0 130.0 91.0 130.0 130.0 136.0 78.0 1289 116.6 130.0 682 1099 192.0 121.9 619 989 923 110.4 30' 36' 42' 48' 82' 110-1/2- 1024 130.0 130.0 130.0 88.0 130.0 128.9 130.0 729 1175 1112 130.0 63.7 1029 97.4 11&4 88.8 94.6 8&9 107.4 39' 3• 40.• 48' 60' 114° 90..9 130.0 130.0 13M 77.4 1249 122.0 130.0 66.3 106.7 104.6 121L0 68.0 93.4 919 109.4 68.7 89.6 879 10&0 70' 38'��. 40.' 48' 79.6 128.1 130.0 130.0 86.4 108.7 110.1 170.0 8&9 91.8 94.4 11x9 499 80.1 829 1 98.7 UNANCHOR® WIS OP7[ONS am am= WIDTH (W) . W1 AT FRAME JAMS WIDTH (W) m W1 + W2 AT FRAME MULLION 2 ti IV _ I4j f`j_ r MMON 'KI' MUILION V, mull= ma, MIJUION 14' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. MAR 18 2009 SUNWINE WNDM 43 1/2' MAX. DOOR DOOR WIDTH SEE SEPARATE NOA D oR X08 tl it i 0' OR/, I 12 �---\ \ 43 3/4°ox INTERMEDIATE nv f h° uex DOOR MULLION IAAD CAPACTPY-PSF SMELITE 9H= WCHFS FRAME HOW WERE JAMB JAMB 'JDI' JAMB IV JAMB IN' JAMB 'JDD' MULL 'MDL' MULL 1M02 MULL 'M3'M= 'MD4 W. (+ EXT. (+) E1f1'. (+) EXT. (+) INT. (-3 INT. (-} Kr. (-) WT. (-) 32 36 42 48 84 60 e9-1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ,20.0 120.0 120.0 120.0 120.0 120.0 120.0 119.4 120.0 120.0 120.0 32 36 42 48 84 98-1/2 109.8 120.0 120.0 120.0 104.2 120.0 120.0 120.0 87.2 120.0 120.0 120.0 91.1 120.0 120.0 120.0 88.7 1240 118.6 120.0 32 36 42689 481 110-1/2 1 77.8 120.0 118.4 120.0 73'8 114.4 112.7 120.0 106.7 108.1 120.0 644 1040 96.8 117.7 SUNWINE WNDM 43 1/2' MAX. DOOR DOOR WIDTH SEE SEPARATE NOA D oR X08 tl it i 0' OR/, I 12 �---\ \ 43 3/4°ox INTERMEDIATE nv f h° uex u f /o° may �,•�°•� -60'N SEE SEPARATE NOA DOO-Rr�WrID-T-H- SWELHE FRAME 8ffiGHT WCHBS IN' JAMB 'JD1' JAMB 'JDI' 'JOS' JAMB MULL 'MDL' MOLL '!ID9' 'MD6'MULL'MoaimTH pR, (+) FM. {+) (+) EXT. (+jR4CHES INT. (-) INT. (-) (-) OJT. (-}32 10.0 36 42 48 84 98-1/2 90.0 80.0 0.0 940 90.0 940 -eOR/ 90.0 10.0 90.0 90.0 90.0 80.0 80.0 90.0 _ 88.7 90.0 90.0 90.0 32 38 42 48 110-1/2 77.1 90.0 tl1A 90.0 73.8 90.0 90.0 90.0 88.8 90.0 80.9 90.0 649 90.0 90.0 90.0 32 36 42 46 114 P /U 90.0 F OS 872 90.0 90.0 90.0 82.7 940 90.0 90.0 89.7 90.0 90.0 90.0 32 120 848 90.0 1 90.0 87.8 89.4 940 839 93.3 691 !'-Oo 80 4 781 839 43 3/4° SIDEILTE WIOTH 88 3/4' MAX. u f /o° may �,•�°•� -60'N SEE SEPARATE NOA DOOR MULLION Loan CAPACITY-PSF SWELHE FRAME 8ffiGHT WCHBS IN' JAMB 'JD1' JAMB 'JDI' 'JOS' JAMB MULL 'MDL' MOLL '!ID9' 'MD6'MULL'MoaimTH pR, (+) FM. {+) (+) EXT. (+jR4CHES INT. (-) INT. (-) (-) OJT. (-}32 10.0 36 42 48 84 98-1/2 90.0 80.0 0.0 940 90.0 940 90.0 90.0 10.0 90.0 90.0 90.0 80.0 80.0 90.0 _ 88.7 90.0 90.0 90.0 32 38 42 48 110-1/2 77.1 90.0 90.0 90.0 73.8 90.0 90.0 90.0 88.8 90.0 80.9 90.0 649 90.0 90.0 90.0 32 36 42 46 114 70.8 90.0 90.0 90.0 872 90.0 90.0 90.0 82.7 940 90.0 90.0 89.7 90.0 90.0 90.0 32 120 848 90.0 1 90.0 87.8 89.4 940 839 93.3 691 !'-Oo 80 4 781 839 u f /o° may �,•�°•� -60'N SEE SEPARATE NOA DOOR WIDTH - maaa / U D OR q E � / �• p �nm � � 121 q \ 1 \ y 43 3/4° SIDEIJTE WIDTH MAX. 111 11"• 1 1� i �7f1 i rl Lae 1 LI Il �a n Co4 M drawing no. W08-90 sheat 5 of U INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES I I �o I i ava d � ANCHOR LOAD CAPACITY - PSF W.(+) & 9HT.(-) OR 0/ II10 0 p % n II j NOMO(AL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'D' ANCHORS TYPE 'C' 18DTH (W) FRAME NMW A2 A3 A4 132/D2 B3/D3 84/D4 C2 C3 C4 30° 36° 42'° 46" 54' 60' 130.0 1 130.0 130.0 130.0 13MO 130.0 130.0 130.0 130.0 108.4 1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 83.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 65.1 97.6 t30.o 85.8 128.4 130.0 98.7 130.0 130.0 30' 36' 42" 46" 54" 60° �" 120.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 859 128.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 75.1 112.6 130.0 98.8 130.0 130.0 113.8 130.0 130.0 66.7 100.1 130.0 97.8 130.0 130.0 101.2 130.0 130.0 80.1 90.1 120.1 79.0 1189 130.0 91.1 130.0 130.0 30' 36' 4Y86-1/2' 46° 94° 80° 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 90.3 130A 130.0 1188 130.0 130.0 130.0 1730.0 130.0 77.4 118.1 130.0 101.8 130.0 130.0 117.3 130.0 130.0 67.7 1019 130.0 a.t 130A tsoo to2.7 131Lo 130.0 60.2 90.3 120.4 79.2 1188 130.0 91J 130.0 130.0 $4.2 81.2 108.1 71.3 1089 130.0 82.1 123.2 130.0 30' 38" 42' 48' 54' 80" Sw 104.1 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 88.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 74.4 111.5 130.0 978 130.0 130.0 1128 130.0 13 0.0 85.1 97.6 130.0 85.6 12&4 130.0 98.7 130.0 130.0 57.8 869 115.7 78.1 114.1 130.0 87.7 130.0 130.0 52.1 78.1 104.1 66.5 102.7 130.0 78.9 118.4 130.0 30" 36' 42 48° 54° 80' �• 97.6 130.0 130.0 126.4 130.0 130.0 1730.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123J 130.0 130.0 69.7 104.8 130.0 91.7 130.0 130.0 105.7 130.0 130.0 61.0 919 122.0 80.3 120.4 130.0 92.5 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 48.8 73.2 97.6 64.2 96.3 128.4 74.0 111.0 130.0 30" 36° 42' 48" Be 95-1/2' 95.1 130.0 130.0 128.1 130.0 130.0 130.0 130.0 130.0 79.3 118.9 130.0 104.3 130.0 130.0 120.2 130.0 130.0 879 101.9 130.0 89.4 130.0 130.0 103.0 130.0 130.0 59.5 89.2 1 t89 78.2 117.3 130.0 90.2 130.0 130.0 529 79.3 105.7 693 104.3 130.0 80.1 120.2 130.0 30" 36° 42° 48" 54" 102" 81.9 130.0 1 130.0 120.8 130.0 130.0 130.0 130.0 130.0 789 114.8 130.0 100.7 130.0 130.0 118.1 130.0 130.0 65.6 9&4 130.0 88.3 1293 130.0 1 999 130.0 130.0 57.4 56.1 1149 759 113.0 130.0 87.1 130.0 130.0 51.0 783 102.1 67.1 100.7 130.0 77.4 116.1 130.0 X. 36" 42" 44r 1o° 888 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 109.8 130.0 130.0 82.0 93.0 1238 81.5 122.3 130.0 94.0 130.0 55- $4.2 81.3 1 108.4 71.3 107.0 130.0 822 123.3 130.0 30' 38° 4Y 48" 110-1/2• 848 1273 130.0 111.6 1 130.0 130.0 12&8 130.0 130.0 70.7 106.0 130.0 93.0 130.0 130.0 107.1 130.0 130.0 60.8 9" 121.1 79.7 1t93 130.0 918 130.0 130.0 63.0 793 108.0 69.7 104.8 130.0 80.4 1209 130.0 30" 30' 42" 48" 114' 62.2 123.3 130.0 /08.1 130.0 130.0 124.6 130.0 130.0 68.5 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 58.7 68.1 117.4 773 1159 130.0 89.0 130.0 130.0 51.4 1027 87.6 101.4 130.0 77.9 1189 130.0 30" 36" 42' 48" 120" 78.1 130.0 1027 130.0 130.0 11&4 130.0 130.0 BS.1 130.0 65.6 128.4 130.0 98.7 130.0 n732 130.0 558 111.5 73.4 110.1 130.0 84.8 128.9 130.0 488 97.8 843 96.3 125.4 74.0 71 t.0 130.0 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES I I �o I i ava d � 9m /Illq\ p OR 0/ II10 0 p % n II j i �'//• n1tl -i•il I q n r p q \ti 0 9\ III /d wt w2 0 \ 11 0 \ U u \ II 12AN C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION 1•. SUNSHINE WINDOWS SEPARATE NOA �o I i ava d IIFSEEEE 9m /Illq\ p OR 0/ II10 0 p % n E i �'//• n1tl -i•il I q n r p q \ti 0 9\ III /d wt w2 1 W1 W2 W/ W2 VIM (w W1 + W2 Wm1H (9f) . wt + W2 31 �.3 3. .,� 4• 3. a° I e 8 h T w16BH (ilf) +" 2 + W4_2 y�Lg DOOR & TWiNsolA Ed SEESUNSH`NE "W" SHPAWATE^ �o I i ava d D OR 9m /Illq\ p OR 0/ II10 0 p % n E i �'//• n1tl -i•il r p u / u u �• n 0 9\ III /d wt w2 8 h T w16BH (ilf) +" 2 + W4_2 y�Lg DOOR & TWiNsolA Ed SEESUNSH`NE "W" SHPAWATE^ A2. B2, C2 AS, B9. C9 A4, B4. C4 W4 W2 ° / d u / u u �• n cs= A2 CHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 2 0 \ 11 0 \ U u \ II A2. B2, C2 AS, B9. C9 A4, B4. C4 W4 W2 ANCHORS TYPES: SFE SHEET 8 FOR DESCRIPTION WIDTH (W) W1 + W2 A2 CHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 2 B2 2 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 12AN C2 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 m 2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A3 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLIONB3 e 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMBAND MULLION 133 C3 - ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORS D3 - 3 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 ® 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION W H4 - ANCHORS TYPE °8' AT EACH SIDE OF JAMB AND MULLION F C4 - 1'. ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLIONlAppwc%d*nl11M018D4 - 4 ANCHORS TYPE 'D" AT EACH SIDE OF JAMB AND MULLION F cPE j ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION.D/D drowina no. NOTE:I iw 16 2009 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. MULLION 'MDI' MULLION Inv MULLION '1013' MULLION `MD4' DOOR-WINDOWALL TRANSITION MULLION ANCHOR TOAD CAPACITY - PSY lam. W SUNSHINE WINDOWS EXT.(+) & WT.(-) 1� 1 FAM ANCHORS ANCHORS ANCHORS �,_,--- NOMINAL DIMS. TYPE 'A' TYPE '8' & 'D' TYPE 'C'� WIDTH (W) FRAME WONT A3 A4 B3/D3 C3 0 J0 79.8 90.0 90.0 90.0 6 I !� 36 78S 90.0 90.0 90.0 e u % I 42 96 71.8 90.0 90.0 90.0 a OR � 48 ee.a 90.0 90.0 90.0 � / \ 54 89.4 88.0 88.0 90A \ 1 I 60 62.6 92.3 92.3 90.0 � Q '\ h 7-7 30 7&4 90.0 90.0 BOA 0 19 i, D _ _ ' I 38 72.4 90.0 90.0 90A PII I -' oz 102 e8.a �.a 90.0 �.o a 48 86.8 88.2 88.2 90.0 54 823 82 3 82 3 90.0 733 90.0 90.0 -90--0- So 0A LL Pi gg 69.8 90.0 90.0 90.0 eMi 1 -n- 108 le� _-.-- tk� .---- 42 89.0 88.9 88.9 90A 48 82.9 82.7 827 90.0 LITE WIDTH 85 3/4• MAX. 30 70.8 �A 90.0 BOA E CHART DSR WIDTH +,Ig 97.0 HI 9&1 90.0 42 114 833 83.8 83.8 90.0 48 80.4 783 783 90A 30 88.3 89.8 89.9 90A 36 120 613 84.9 84.9 90.0 W 42 61.2 80.5 80.8 90.0 48 98.1 783 783 8&1 (L c4 3. II II � M I I I I r 8" =� 3] s' s' s• 3" O ALM -0 A& ANOWRS TYPES: SEE SHEET 8 FOR DESCRIPTION A3 3 ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MIULLION B3 m f3 ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MUWON C3 (3ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 m 3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MUWON A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION 0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORSFF g 1 W.- AR AOptawd as wo dw 3' 'CAN. I v id✓u - 1 kjf_�� I I A �. drawing no. Zoos W08 -so DOOR MULLION LOAD CAPACM-PSP SDIELTTE *mTR INCHES FRAME HEIGHT INCHES JAMB 'JW JAMB 'JDL' JAMB 'JDI' JAMA 'JDW JAMB 'JD3' MULL'MDI MULL 'HD9' MULL 'MDI' HULL '04 EXT. (+> EKE (+j EXT. (+) W. (+) INT. (-) W. (-) W. (-) Kr. ( ) 30 36 42 48 54 80 96 90.0 90.0 90.0 90.0 00.0 90.0 90.0 90.0 90.0 90.0 90.0 90A 90.0 90.0 90.0 _ 85.4 90.0 90A _90.0 90.0 81.0 90.0 90.0 80.0 30 36 42 48 54 102 86.3 90.0 90.0 90.0 80.9 90.0 90.0 90.0 _ 76.2 90.0 90.0 90.0 71.9 90.0 90.0 90.0 68.2 90.0 1 90.0 90.0 30 38 42 48 108 69.8 90.0 1 90.0 90.0 65.4 90.0 90.0 90.0-- 61.7 90.0 90.0 90.0 58.5 90.0 88.3 90.0 30 38 42 48 114 57.2 9&7 90.0 90.0 53.9 83.8 95.3 9&0 51.0 79.0 80.7 90.0 48.3 74.9 76.6 90.0 30 38 . 42 48 120 47.8 74.1 78.7 1 45.1 88.9 74.4 88.8 42.7 66.2 703 84.2 40.8 62.8 67.0 80.1 MULLION 'MDI' MULLION Inv MULLION '1013' MULLION `MD4' DOOR-WINDOWALL TRANSITION MULLION ANCHOR TOAD CAPACITY - PSY lam. W SUNSHINE WINDOWS EXT.(+) & WT.(-) 1� 1 FAM ANCHORS ANCHORS ANCHORS �,_,--- NOMINAL DIMS. TYPE 'A' TYPE '8' & 'D' TYPE 'C'� WIDTH (W) FRAME WONT A3 A4 B3/D3 C3 0 J0 79.8 90.0 90.0 90.0 6 I !� 36 78S 90.0 90.0 90.0 e u % I 42 96 71.8 90.0 90.0 90.0 a OR � 48 ee.a 90.0 90.0 90.0 � / \ 54 89.4 88.0 88.0 90A \ 1 I 60 62.6 92.3 92.3 90.0 � Q '\ h 7-7 30 7&4 90.0 90.0 BOA 0 19 i, D _ _ ' I 38 72.4 90.0 90.0 90A PII I -' oz 102 e8.a �.a 90.0 �.o a 48 86.8 88.2 88.2 90.0 54 823 82 3 82 3 90.0 733 90.0 90.0 -90--0- So 0A LL Pi gg 69.8 90.0 90.0 90.0 eMi 1 -n- 108 le� _-.-- tk� .---- 42 89.0 88.9 88.9 90A 48 82.9 82.7 827 90.0 LITE WIDTH 85 3/4• MAX. 30 70.8 �A 90.0 BOA E CHART DSR WIDTH +,Ig 97.0 HI 9&1 90.0 42 114 833 83.8 83.8 90.0 48 80.4 783 783 90A 30 88.3 89.8 89.9 90A 36 120 613 84.9 84.9 90.0 W 42 61.2 80.5 80.8 90.0 48 98.1 783 783 8&1 (L c4 3. II II � M I I I I r 8" =� 3] s' s' s• 3" O ALM -0 A& ANOWRS TYPES: SEE SHEET 8 FOR DESCRIPTION A3 3 ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MIULLION B3 m f3 ANCHORS TYPE 'B' AT EACH SIDE OF DOOR MUWON C3 (3ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 m 3 ANCHORS TYPE '0' AT EACH SIDE OF DOOR MUWON A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION 0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORSFF g 1 W.- AR AOptawd as wo dw 3' 'CAN. I v id✓u - 1 kjf_�� I I A �. drawing no. Zoos W08 -so `III � tl ,1 I I 1 11 fi/i II � II � j m A/" M PLA � / rn BENT TO MATCH JOINT SECURED Wmi is SMS (3) PER SIDE OF JOINT / S/18 % 1 % 1/8° ALUM ANGLE t� BENT TO MATCH JOINT M SECURED WITH 88 SMS (3) PER SIDE OF JOINT xx �/1 3 U, CIRCULAR OR ANGLED CORNERS tt Q12 % 1/2° y�� FlNi SMS 012 % 1" PH SMS /-/ HORIZONTAL CORNER II / I T Stgr OK U ZOWN WRUCTURIM A *ago i � a � RECT. OR SQUARE CORNERS 5 drawing no. DOOR W08-90 MULLJON CORNER BAR 1 $ 2009 sheet Z of 1 4.988--� U-1 1.750 .188 Z ^i ,.750 F 2.750 i.123 TYP. ..0778 I IYP. 4.000 6a' 4 f 5.000 3.750 5.000 3.750 3.984 a OO HOLLOW FRAME HEAD/SILL } 4.9ea 3.750 in 2.750 ® FRAME JAMB/MULUON ® DOOR MULLION 078 1.472 1 Lu jyp,-"j.878 3.984 I 7 CL oN 23 M to OPEN BACK FRAME HEAD/SILL 1�094 4.988 3.38838 4.534 .124 3.790 © MULLION SNAP-IN MATE 12 STIFFENER .078 TYP. 1.000 -�j 3.984 .578 .,88 I oo ® INTERMEDIATE HORIZONTAL ( 156- 1.786 58 ,.788 ol 3.739 094 3.228 4.500 4.000 f4 082 TP. T 7YP. 11I R MW=M 9 A 119> m WaftFLA. PE Imo" 1.117 1.000 CAN. 7838 ®9 drowi,lg no. 13 STEEL REINFORCING 1a MAR 18 2009 was-90 ® GLASS STOP © SHEAR CUP 36 KSI MIN. sheet 110112 I1'8M N0. PART NUMBER BUAN1TfY DE9CAD'170N MATSRIaL MANF. 8,1PPL18S _ , E58008 AS REOD. HOLLOW FRAME HEAD/SU.I. 8009-TS - - IA ES8007 AS REOD. OPEN BACK FRAME HEAD/SILL _ eo53-T9 - .----.--. 2 _. _.. ES8004 _ AS REOD. INTERMEDIATE HORIZONTAL 8083-T8 - _ ----' 3 _ ESB, AS Ro:OO. FRAME JAMB/MUWON JA - AS READ. DOOR MULLION 8005-TS - 4 E58008 AS READ. CLASS STOP 8089 tTS S ES8002 AS READ. MULLION SNAP-IN MATE 800.4-TS - 8 ESB003 as REDO. SHEAR CUP 8005-T8 - 7 - as ItEQD. INTERIOR BULB GASKET_ veaTL 8 ES8008 AS REDD. SPACER/SIUCONE STOP VDJYL - ^`.---- M AS REQ0. BUTTON BUMPER ...._. SILICONE - 9 - 10 READ. SETTING BLOCK AT i/4' POMSS NEOPRENE 3/18' X 1/2' X 2' LONC ii at2 X 1-1/2' 4/ CORNER ASSEMBLY SCREkS PHSMS STEEL - ,a - As RECD. MULLION STFFFF.NER STEEL - 13 - A9 REOD. MLRUON REINFORdND STEEL - 14 A9 RECD. MULLION REINFORCING BAR STEEL t~w Aarwn SEE ELEV. FOR SPACING 17 TYPICAL ANCHORS SEE ELEV, FOR SPACING F"STRUUCTURES :141 i!« I SILL 11 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 DIA BY 'ELCO' le ULTRACON_ INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 0 WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WTTN 1-1/4- MIN. EMBED INTO CONIC. < ANCHOR EDGE DWANCES INTO CONCRETE AND MASONRY . 2-1/2' MIN. LMTO WOOD STRUCTURE m 1' MIN. — — — ,u4" DIA HILTI KWIK CAN II BY 'HILTI' INTO 20Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONCRETE in m DIRECTLY INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONIC. g L INTO CONCRETE AND MASONRY m 3" MIN. O WOOD STRUCTURE = 1' MIN. INTTRU i— — — — —S �]� 5/18' DVS ttlTRsCON BY 'ELCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 19Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE - DIRECTLY INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONIC. A n Ll ANCHOR EDGE INTO CONCRETE AND MASONRY a 3" MIN. INTO WOOD STRUCTURE o 1" MIN. — — — — — J14 SMS OR SELF DRILLING SCRIEWS STM INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR MOE DISTANCES L INTO METAL STRUCTURE` 1/2' MILAN. — — — SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT BY SUNSHINE WDW. III MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. mu 18 2089 do � drawing no. /4° h . a e ' e. 1/2" ANCHORS 'B' & 'C' MAX SHAM SPACE 1/44' FOR ANCHOR 'A' 1BY I (�f1/; O WITHOUT REWF. SEE SHEETS 3 & 4 1/2° ANCHORS '8' & 'C' WOOD SUCKS FOR CAPACITY a 4. • a ' MOANCHORS a e QPtIONAL g 3 SEES ELEVATIONS >. 4 I FOR SPACING 0 L e. �e a a • '9 a a e e a a e 8a 3 D.L OPG, D.L OST. e. a a EXTERIOR ' .. FRAME WIDTH JAMB ANCHORS _OPTIONAL SEE ELEVATIONS FOR SPACING /4° h . a e ' e. ALUM ROW. O SEE SHM75 3 & 4 FOR CAPACITY a. 4 d n d a e a 4. a d =lL a e NNISH OT BY SUNSHINE WINDOWS 1/4' DIA BOLTS WITH NUTS AT r FROM ENDS ALUM REINF AND 18-1/2' O.C. MAX. E1 SEE SHRii 3 & 4 O FOR CAPACITY MAX SHAM SPACE 1%4° FOR ANCHOR 'D' — STEL REINF. \EJ SEE SHEER 3 & 4 mo rAPANN 18203 I v m OpTam JAMB ANCHORS SEE FOR SPACING W M N PTt ;Q'd R7�ap TR drawing no. W08-90 U - MIAMI -RADE COUNTYAPPROVED LARGE MISSILE IMPACr RESISTANT y TRANSOM I P I t1 jl �=i P I I D.L OPG. WITH= REINF.© ---------_.I FOR S & 7 - 1 i J i MIAMI-DAOE COUNTY APPROVED S ------ LARGE MISSILE IMPACT RESWANT DOOR r--------------{ I"/ J L______ it -�---1 L----------- ---------------------- ____J _ I I �. SEE 8 & 7 . ------ -4 (^ 9EE ' ��•--.----- r .. 1J FOR CAPACITY / / I ZiI. � I DADE COUNTY APPROVED, IARfiE MISSILE IMPACT RESISTANT-------------- OOOft ; JI '-----------moi I 1 • I 1 � __ --------- __ _ -, �c77 �� - __- `--- -=----------=-- - --- i' ii I I I I l I a4 I i tl� ANCHORS TYPE ANS TYPESEE SHEETS 7 & S SEE SHEETS 7 & B ALUM REINF. ___---___--� SEE SEPARATE NOA FOR DESIGN LOAD O SE g & 7 i CAPACITY OF DOORS AND DOOR ANCHORS. 1 .. LOWER VALUES FROM DOORS NOA -------- i -------------j OR STOREFRONT SYSTEM CAPACITY CHARTS MIMp-OADE COUNTY APPROVED WILL. APPLY TO ENTIRE SYSTEM. _ LARGE WWS IMPACT RESISTANT DOOR __ J, UJI I Q �po L -------------'-y M M in m ` o --o- I 1 /' T p¢maama=mmd I I I I tl I ll i F�yyS I d -71L 11--.__ J Lam_ — -� ____� •- - -11 =__ =_-= __-------------- nrn-rrr ®SEE SHEETS 8 & 7 STEEL REINIF. '----------- FOR CAPACITY I i I 1 i I ' MIAIG-DARE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR --------------- I L_ -_-____-___-.- I I I I I I STRUCTURES 1 jJ mam=====; APP�Od R CAIN. 6557 I� I r lyAO 4-L----------- UI L -_J! _-J ---------- ----- --------- ==4 (71 LFAF WIDTHll�� BEAR 18 2009 dmwfng no. ,NOS -90 CMI rexA (r- 4 rz, %47 SUBMISSION # JOB # Reviewed No exceptions (]4 Rejected 0 Reyiewed "Exceptions Noted []5 Information Only Q 3 Revise & Resubmit Reviewed only for general conformance with the project requirements indicated in Contract Documents and for consistency with the project design concept. This review does not relieve the Contractor from responsibility, for errors or ommissions in designs for which the contractor is resp®nsible for compliance with all requirements of the Contract :Documents, and for the safe and successful constriction of the work. This review does not consider the means, methods, techniques, sequences, and operations of consftetion, or satol, precautions or programs incidental thereto, which are On sole responsibility of the Contract JSFAKIUL $ ASSOCATM. ILC Ctie6kild Bp; Signature: Imo(. �1 LA* C o 5- 5 ( C4 NOTE; ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way), • Miami, Florida 33175-2474 • (786) 315-2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT Y:tPmmsW0102-Mun4cipal Pamir ApplicWM4a PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address sw N L Zy C Contractor No. S- I o° o z Folio 1 i eco .. � l3 .. 2G 3 ® o o Last four (4) digits of Qualifier No. 02 v Contractor Name 5� ['e` t 5 `'� id'°1% @ r Lot Block o a J Subdivision PBpg z 0 ? Qualifier Name Address 4 Co f`&,' Metes and bounds City State 14-r— Zip 3 i 1 8 [ ] New Construction on [ j Demolish [ ] Shell Only Current use of property 73, a �• S F z Vacant Land [� Alteration InteriorU. [ ]Addition Attached Description of Work o 2[ teration Exterior j Addition Detached [ j Alteration o' [ j Relocation of Structure [ j Re -Roof g [ ] Enclosure [ ]Foundation Only Sq. Ft Li Units Floors 1 J Repair _� [ ] Repair Due to Fire Value of Work. :]� e C)L:LJ [�] MBLD * [ ] Chg. Contractor Owner L Q ®c-A%ac, L cLC Address > ® 3 ® 71, '$ 1 7 0 3 W Category y [ ] Re -Issue W City V� j "'r State ` Trp 3 3 F [ ] MELE F [ ] Re -stamp z 2 [ ] MLPG a [ ] MMEC " [ ]Revision W Phone 3 ° S' -75� [ ] FIRE [ J Not Applicable for Last four (4) digits of 7--b 4 7 32 3 16 Fire Owner's Social Security No. W Name ® s9� L*--- -j �� Name C. �d Z2 a Address 4& --43,— % I. db ►?,13� c [.-1 _ Address t c,® 13^1 Dr 2 M City Jut �, State ` zip ig 7 Y P i �� B� City ` "4 -State F Trp 33 I It I w a s Phone 3 o 5-3 oo c# ��� ° de' m Phone 3 °s 12-6 7 313 ! am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and z a $65 per each addition hour in addition to the review fees. Minimum charge one-hour. g aaw w g 1a Request: Date: a'a 2rtd Request: Date: a � 3rd Request: Date: z g 1 am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional aa review fees may apply. o0 2' j I't Request: Date: 0,5 2"d Request: Date: 0 3rd Request: Date: Y:tPmmsW0102-Mun4cipal Pamir ApplicWM4a BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MELD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 ..METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS)WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD 'ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELS LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 A LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS / PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Y:�Faa�`080102-Muoi�od Pmmt Appiicmioadac dog&kx FANJUL a•. �.�:. ;.-...tip.• : ASSOCIATES9 LLC ••OOP +y►, i �ii�ARCHITECTURE, PLANNING • INTERIOR DESIGN Miami Shores Village Building Department Plan'Review Comments Response Report I Process No.: 12-269 Project Name: LEOCAVA - Violation Remediation Response -Date: Thursday, March 22, 2012 Project Address: 9538 NE 2nd Ave. Process No: 12-269 Type: TENANT IMPROVEMENTS & VIOLATION REMEDIATION Dear Plan Reviewer, For your convenience, the following table has been coordinated with the latest plan review comments received from Miami Shores Building Department dated 3/7/2012. The new items have been clouded and revised drawings listed as MSV Bldg. Dept. 3/8/12. Please read the responses below and revisit the drawings as noted in the response report. My client is very eager *^ *I,a An" review. If any further clarification is needed please contact me immediately to schedule a meeting with the plan Thanking you in advanced for your continued cooperation. Arturo G. Fanjul, RA Fanjul & Associates, LLC Ph.: 305.726.8313 Fax: 305.356.3686 Thank you. 900 BAY DRIVE SUITE 208 MIAMI BEACH, FL 33141 ess: 9538 NE 2nd Ave 11pe: TENANT IMPROVEMENTS & VIOLATION REMEDIATION Permit No. 12-269 Page 2 of 2 Item No. Title/Description' Corrections description Sheet Detail Completed ZONING DIVISION - APPROVED 317112 REAM - BUILDING DEPARTMENT Provide letter of acknowledgment from-Bullding Owner. Owner to furnish. P Provide approval from Miami Dade County Fire Plans will be routed by owner. MSV Bldg Dept to stamp revised sheets prior to submittal P Provide approval from Miami Dade County DERM Plans will be routed to DERM by owner P The Permit application Is for window work but the violation is for a Additional scope items added to permit description. tenant build out as we spoke about. Provide all permit applications prior to any further work. The Plan shows that this is an existing B occupancy and that it will Future to be Mercantile per Owner's request. stay a B. The plans say this will be an M occupancy. The existing Table space is a B occupancy, if It will remain then no change of use is Al Notes X required but if it is going to be an M then a change of use is required. The plans do not show the work that was done. The new electrical Additional field inspection conducted by Architect and notes Installed etc. The items shown as existing did not exist before the added to plans. work was done without a permit. Provide plans showing the new Al 1 X electrical and other new work. The window details shows that this will be a separate permit with Wind pressures added to plans. wind loads later but the permit is for the new windows. Provide Window shop drawings reviewed and approved by Architect wind load design criteria. Provide the design wind loads for each of Record and stamped with shop drawing stamp. A2 1 X opening. The product approvals must be reviewed and signed approved by the designer of record. C:\UamVtblla\i l-PROJECMI1-1204-9339M\B12-269-Response Rgwl.doac Arturo Ci. Fagjul, RA AR17585