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REV-17-2398BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED OCT 10.2017 FBC 20 N Master Permit No. L1`-) 1`- `` Sub Permit No. 12 -IC v 11 — ❑ EXTENSION ❑ RENEWAL ❑ ROOFING ❑ REVISION ❑ PUBLIC WORKS ❑ CHANGE OF CO TRACTOR (0 2 Soize ❑ CANCELLATION ❑ SHOP DRAWINGS City: Folio/Parcel#: Occupancy Type: Miami Shores I f 37D60 County: Load: Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): — Address: 261 itE ft7 Z 'nP.'ee' City: M-%°11'1 Tenant/Lessee Name: Email: IfctirtLt State: An dfctd e 9ptAc4 BFE: FFE: Phone#: j Ms en Zip: r -SCh Phone#: CONTRACTOR: Company Name: Com' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: 'Phone#: State: Address: City: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Altera ion ❑ New aCtj Descriptiory,of Wgrk: b,� 1 © It' I Cn 2 3.o ❑.Repair/Replace w ❑ Demolition 5 Specify color of col r thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s .Jett to ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp: tion hit occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will . t be . pp ov d and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of 1 V , 20 1-1 , by ' rsonally known to CAAILWS me or who has produced identification and who did talW.pn, • NOTARY PUBLIC: Sign: Print: Seal: vY IRES OE • YOTAFI`�Q � as APPROVED BY /" 17 The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk T� stf, HR. CAS Framer calor' G asy Color: (t4 Nor.) 'reelect No Colonial ,...� Job Name, rl Address. window systems -. _... Tel. otls:}c. Cell__~ 440445e,„It 33tiii 4 MINIM 44141 4l (UT s • • • •-" • • • • • • f;* • •t • • • • • 41 305 8«&1'i W99 p0 305.885.5298 tx Scanned �y Cam Scanner ullt!lillll9 I � IIIInI "�M° Iaal Idyl ��>rw �Iu4ulIl� illllu^ll I�I�IIrP° III � ,,,V.11 11111 1116 11111h N uu' 1'IIn IIrI:M. • • +• r • • r • _••••• • • • • • ti • • .' . • . . . • . COUNTY ?E.lk.LT # APPROVED M a^ii Shores Vi It ;e ZON'NG DEPT BY t. DATE DEPARTMENT OF REGULATORY AND-ECQNOMIC R BOARD AND CODE ADMINISTR iTION:DIViSIbN_ ER) PRODUCT 11805 T (786) 315-2 NOTICE OF ACCEPTANCET TOA)ANCE WI rH ALL FEDERAL ES Windows, LLC I ST4rr AND co -`,TY RULES AND REGU' AT'ONS 10653 N.E. Quaybridge Ct. Miami, FL 33138 • SCOPE: RECEIVE OCT 1 0 2m7e/' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and ;yam: - . Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and o Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below Section (In Miami -Dade County) and/ or the AHJ (in areas other than to have this product or material tested for quality assurance purposes. If this product or material ' ail' to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 3eCtjQ>v that this pj'oduct or material fails to meet the requirements of the applicable building code. This Foducf is' approved as described herein, and has been designed to comply with the Florida Building Code, mcludln& the High Velocity Hurricane Zone. DtSCRIP17ON Series "1500" Aluminum Fixed Window - L.M.I. • POVA..b►OCUMENT: Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (1,4t,t)", sleets •Q1 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al- F•araoq Cor?&alion, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product CgrjtJol Revis>!on stamp with the Notice of Acceptance number and expiration date by the Miami -Dade tauaty Productjontrol Section. JI$ILE INIPArCT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, America Latina, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0617.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI•DADE COUNTY APPROVED 2150' NOA No. 14-0923.08 Expiration Date: November 06, 2018 Approval Date: February 12, 2015 .Page l ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Series -1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by AI---Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 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 fixed • • ' • • . . window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • . •'F'IC-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. • • • . • :.:(Sid binitted under NOA No. 08-0417.06) •• • •. 2. ..TW 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 • •• • • : • a+4ng with marked up drawings and installation diagram of an aluminum fixed ' window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 3. 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM -3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14--0923.08 Expiration Date: November 06, 2018 Approval Date: February 12, 2015 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010, and with FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. .. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. • • • • • • : fare Their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. . . • •• F... STAt NTS • •• •• •• •• 1. • Statement letter of conformance to, complying with FBC 5th Edition (2014), and of • . • • • • • • • Ytv financial interest, dated 08/14/14, signed and sealed by Javad Ahmad, P. E. • ..2. •• * Statement letter of conformance to, complying with FBC-2010, and of no financial • ...ipt@rest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P. E. . • • • •. • • :(9nbt»itted partially under previous NOA No. 12-0223.41) • . •••• 3. :.Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted partially under previous NOA No. 12-0223.41) 4. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under previous NOA No. 12-0223.41) 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No.08-0417 06) 7. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.06-0308.05) • Jaime D. Gascon„P:FF. Product Control Section Supervisor NOA No. 14-0923.08 Expiration Date: November 06, 2018 Approval Date: February 12, 2015 E-2 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 8. Laboratory compliance letter for Test Reports No.'s FTL-3810, FTL-3819 and FTL-3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500' Aluminum Fixed Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. .. •. • • • ... • .' • • • •• . • .. • • • • .. • .•.• .... • . . . • •. • • • • • ...• • . •••• ..•. • • .. • • • • .• .. • E-3 Jaime D. Gascon, E Product Control Section Supervisor NOA No. 14-0923.08 Expiration Dater November 06, 2018 Approval Date: February 12, 2015 Q z • • J •• ••• • • • • •• ••• • ••• • • • ••• • • •• ••• • • • • • • • • •• •••• • ••• z • z J W. LENGTH • WINDOW `•• • • • 3 • o • •z •••� • • • • •••• • • WID• I�I; • -010 • w J L WINDOW WIDTH r WINDOW WIDTH W. LENGTH ....WINDOW WIDTH 1 r WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH. L_ WINDOW WIDTH 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. 6" MAX. FROM ENDS SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (IiVHZ). 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 THE FLORIDA BLDG. CODE. 12" MAX. HEAD/SILL r -n i L--/i� 1----- r- �_71----- 1. r 44 3/8" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED N D.L. OPG. 48" WINDOW WIDTH TYPICAL ELEVATION io PRODUCT REVISED as complying with the Florida Accoptanco No "J., Building Code A , .. � . 08• Mi Product Control FROM ENOS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT. REQUIRED. Engr. .lAVADAHMAD ML FlA Pt\ 70592 CAI . 533 ��V � SERXA 2014 0 z 0 w x u. J 0 0 u, w w 0) COMP—ANL\W03-57ESW FAX. (305) 624-7777 revisions: 0 m 4 8 c 0 C31.' 'c 0 m a� 0 0 r z ALT. GLAZING OPTION ADDED UPDATED TO 2014 F8C G) 0 73 0 8 0 1 0 0 0 0 c m 0 �) 0 0 CNI ii °v n a .]L drawing no. W03-57 sheet 1 of 7 . z CO 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" ANN. GLASS SILICONE DOW CORNING 795 m 0 11111 jjlijOPTIO 0 GLASS TYPE 'A' .• • . • • • • • •. I••• •` •• • • • 11•• ADHESIVE FOAM TAPE 3/16" ANN. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' • .• • X3/116" ANN. GLASS • • SILICONE • DOW CORNING 795 n3 • •••• • • • �•. •••• •.. . •. : 1 •• c� OPT�O 7.:4 ME .n11111 w li f •• . • • .• • •. • • •• •.• ADHESIVE FOAM TAPE GLASS TYPE 'B' 3/16" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'O. GLASS SILICONE DOW CORNING 795 ADHESIVE �t ii ! I III_ FOAM TAPE OPT10 11111Iirn w w GLASS TYPE 'C' m 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" ANN. GLASS � OPTIO NM I 77-40o IL' O IY w Id SILICONE DOW CORNING 795 GLASS TYPE 'B1' ADHESIVE FOAM TAPE 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS z 0 OPTIO SILICONE DOW CORNING 795 ADHESIVE FOAM TAPE GLASS TYPE 'Cl' SIUCONE DOW CORNING 795/983 re ifE0 8 5/16" LAM. GLASS 5/32" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' 1/4" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 m OPT10 ADHESIVE FOAM TAPE GLASS TYPE 'C2' SILICONE DOW CORNING 795/983 7/16" LAM. GLASS ALT. GLAZING OPTIONS SQUARE GLAZING STOP CAN BE USED WITH ALL GLASS TYPES SHOWN ON THIS SHEET. PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex 'orate 23.08 Zo28 Miami Dada Product Control Engr. JAVAD AHMAD CML FLA. PE j 70592 C.A.N. 3538. 0 0 z -3- c.73 0 Id X Ii D z O O In I I�1 a_' W rn c 0 y .5 0 c 0 a U 4) v SHAPES ADDED GLASS TYPE C2 ADDED ALT, GLAZING OPTION ADDED 8 W 2 Vl 9 IdId T 4) Y 0 0 8 0 2 0 0 7-7 0 t0 0 0 c m O W 0 n 0 n • drawing no. W03-57 sheet 2 of 7 • •' • •• • • •• •' • • • ••I • • ••i • DESIGN LOAD CAPACITY - PSF WINDOW ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'A' & 'C' ANCHOR TYPES 'B' & 'C' DIMS, GLASS TYPE 'A' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C', 'CI & `C2' GLASS TYPE 'A' GLASS TYPES 'B' & 'BI' GLASS TYPES 'C', 'C1 & 'C2' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 18" 24". 30" 36" 42" 48" 54" 60" 70.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 36" 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 57.6 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 18" 24" 30' 36" 42' 48" 54" 60" 70.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 90.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 48" 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 18" 24" • • •:30" ' •36" • ••• 42'• •••48" •••54' . "'SO" • • • •• • . ' ' 69" r••• ••••• ,•••; 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 :57•.8 • • 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 t8.0 ' 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 4 • • 4 - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 •: •• - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 ••ri •• • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING e • a • Ed 4 e • 4.° a v 1 BY WOOD BUCK o. • • • • ••• • • • • • • • .••• • •. •� ••• T • •••• • f4•••• • • ••, ••• ll�'=•• •,.<3^•••• • • • 0 h�R1 ••••.. 3 J N • �••. • .o • 3 E' •14 • • ><• • 4rr 161J OPTIONAL 1 iJ • •• • • • • • • • • • • • •• •• • I•n 0 �1 © OPTIONAL Ed 44 4 x 4 a. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. METAL TYPICAL ANCHORS: SEE ELEV. FOR SPACING STRUCTURE TYPE 'A'— 3/16" DIA. ULTRACON_ BY 'ELQO'(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1rN TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION Sc MULLION ANCHORS SEE SEPARATE NOA Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPE '8'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'C'— #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") E�1 = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUM COLOR SILICONE. PRODUCE' REVISED as complying with the Florida Building Acceptance cG Aoceptanc Na No Atiamf ade Ptoditrol Engr: JAVAD AHMAD CIVIL FLA PE 1 70592 C L. 3538 2014 Z o� N � F o re u. O g ✓ A Caagt 8 o to- • md E eggaZ� w w N 1 0 <1 0 0 0 0 w X w J 0 w w 1n revisions FAX. (305) 624-7777 c 0 a 0 y tO 0 0 w 0 Z 0 ZU UPDATED TO 2014 FBC O 4) 0 ri 8 0 0 enc nS cV a m O 0-c m 0 O W 4 0 1 M 0 0 ` b 0 •0 f .0 U drawing no. W03-57 (sheet 4 of 7 • • • • • • ••s ••• ,••• •� ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 0 0 r w U �• • D U • ••8 0 • • o • • t 0• >- g • • • ... ; 1.000 .8113 .621 2.330 1� FRAME .500 .803 1 x .329 .050 .837 F�- SQUARE GLAZING STOP 147 .803 .062 .837 .837 L GLAZING STOP (OPTIONAL) �j .203 .80 3 - .050 .837 L SQUARE GLAZING STOP •• • • • • • oil ••o••• a e ' • .577 . • • •i ..• . . 011••• • • •....� . .733 •• • • • • .37 • •••• ... • .868 •••• • • • • •• FRAtM ��AVER �a� l6r AL) . • • ` .224 .3i8 .115 �-- b GLAZING WEDGE (OPTIONAL) SCALE 1;1 2.190-.1 nn �A 'l 1 .770 in t li�fj.500 2.268 --del( FLUSH FRAME ADAPTER 1.788 0.142 .125 -f ALUM CORNER LOCK - (6063-T5) TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEVS. FOR SPACING ALT. Ed %-/-/-/AAI/�/) METAL STRUCTURE PRODUCT REVISBD or complying with the Florida BuldingCodc if_ o Ac xDtanco No onbate 5 1/4" MAX. . SHIMS MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Ed TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER TYPICAL ANCHORS SEE ELEV. FOR SPACING £ngr. JAVAD AHMAD CIVIL FLA. P / 70592 CAN. . 5.58 SEP 1 ON J 0 F a. a a o }ir Q ✓ Q M ciC M o aQa < Po .551' < V42 8 Lai 10 M n. 0 0 O 0 ALUMINUM FIXED O 0 10 w to in c O N .5 L. c 0 47.U 0) N 73 0 0 a 1 0 w NO CHANGE THIS SHEET O 0 NO CHANGE THIS MEET .0 N 0 O 0 8 0 40 (0`' tst 2 of N O c m U Co W date: 07-31-03 1 0 0 ••1 v drawing no. W03-57 sheet 6 of 7 • •• • •• • • •• • •• • •• • •• • •• • • • • • • • • • ••• ••• • ••• ••• ••• • ••• • • • • • •• • • • • • • ••• •••• . • •••• ••• • ALUM CORNER LOCI< W/ (4) SCREWS AT EACH SIDE 2 X 2 X 3/16" ALUM ANGLE 1-1/16" LONG W/ (2) SCREWS AT EACH LEG RECT. OR SQUARE WINDOWS 3/8" X 1/4" BENT ALUM BARS W/ (4) SCREWS AT EACH BAR CIRCULAR OR ANGULAR WINDOWS PRODUCT REVISED as complying with the Florida Building Codc Acceptanco No • 'onpato • ;1y Miami As do, dr 11. uctControl��.� ado Pro 23.E 3/8" X 1 /4" BENT ALUM BARS W/ (4) SCREWS AT EACH BAR TYPICAL CORNER DETAILS Eng r: JAVAD AHI.IAD CIVIL FLA. PE i 70592 C.A.N. 3 : 8 92015 in J a 0 N C 0 N .> G) L 0 U y C) B 1 0 in 0 0 O 2 N REV. PER RER COMMENTS T .0 d) O N 0 O (.I N O h C O 0 c 0 W 4 ( ) O 1 n n 0 O a 0 ) drowing no. W03-57 sheet 7 of 7