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WS-15-2500 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253694 Permit Number: WS-10-15-2500 Scheduled Inspection Date: March 04,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PAGE, MARCIA Work Classification: Window/Door Replacement Job Address:975 NE 92 Street Miami Shores, FL Phone Number Parcel Number 1132060060030 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACEMENT OF 9 WINDOWS& 1 DOOR WITH Infractio Passed Comments IMPACT RESISTANT INSPECTOR COMMENTS False 12-28-2015 9:20AM Spoke to Jesus at product control, N.O.A 15-1103.03 is under review, pending additional calculation's. The permit has been approved subject to owner providing Miami Dade approved NOA for the 2 bathroom windows under the above NOA Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244634. No access Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 03,2016 For Inspections please call: (305)762-4949 Page 23 of 36 MIAMI•DADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RM) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Florida Window Systems,Corp. 6860 NW 75 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AI3J). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product I Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION:Series`TWS-300"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-80,titled"Series FWS-300 Alum.Horiz.Sliding Wdw. (L.M.1.)",sheets 1 through 7 of 7,dated 10/15/07,with revision C dated 12/30/15,prepared by Al Farooq Corporation,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 Section. 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, model/series, and following statement: 'Mami 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#13-0402.01 and 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 Manuel Perez,P.E. } a� NOA No May 1,2018 JAPPR� � Expiration Date: May Ol,2018 Approval Date: January 21,2016 F/1-511 �O Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#07-1025.09) 2. Drawing No W07- 80, Sheets 1 through 7 of 7,titled"Series FWS-300 Alum.Horiz. Sliding Wdw. (L.M.I.)",dated 10/15/07,with revision C dated 12/30/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 i along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417,dated 12/13/07,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#07-1025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1944, dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#071025.09) 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1439,dated 12/13/07,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#07-1025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/21/15 and 12/09/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300.09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel re P.E. Product Control E miner NOA No.15-1103.03 Expiration Date: May 01,2018 Approval Date: January 21,2016 E-1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 2. Notice of Acceptance No. 14-042117 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014),and of no financial interest,dated July 21,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 13-0402.01,issued to Florida Window Systems, Corp.,for their Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I.,approved on 05/16/13 and expiring on 05/01/18. ManuC11 Pe Product Control E 7! e.r NOA No.15- Expiration Date: May 01,2018 Approval Date: January 21,2016 );-2 74' 111 1/4' 4 V WINDOW WIDTH WINDOW WIDTH 13 1/2'MAX. np 13 1/2'MAX Z i HEAD/SU 9 MAX / 0 9'MAX. W MAX. MNG.SILK (SM ML APP_, 8'" 4Mr0. STILES d t� W-,/301 MAY USW HEAD/SILL �i CORNERS 4 CORNERS It - __��-___ 0 +=IJ eo� H12 m SS GG LL Ml 24 ====aF==== II II It II 4 ii N - Q v A � 3S 1/2' m D4 33 �. 35 1/2' 33 1/2" D 33 to/PD. py gyp; Tn OL OPO. D.L.OPO. D.L.OPO. 3o " 37 1/B' 37 1/B' 37 1/8' tl M VENT WIDTH VENT WIDTH ENT WIDTH � $n�' TYPICAL ELEVATIONS 4 SERIES FWS-300 0 ALUMINUM HORIZONTAL SLIDING WINDOW MMGN LOAD RATINGS FOR THESE WIDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE R COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER 8 R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. n TINS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o REWIREMENTS OF THE 2014(STH EDITION)FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1AIRRICANE 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 DEEMS,ANCHORS .am PRODUCTREVISTD EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 70592 as cemplyluu wbh do Fto" OS OOR LOADING F THIS APPROVAL NOT {OWN IN THESE DETAILS ARE SIRS ARE NOT REWMRED CAN: ACAN NOT Pyg A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS 70 BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE e IK eee Prat ou drawing n0. MATERIALS INCLUDING BUT NOT LIMITED 1a STIWMETAL SCREWS.THAT W07-80 COME INTO CONTACT WITH OTHER OISSIILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUI.OINO CODE DESIGN LOAD CAPACITY - PSF(XO OR OX SIZES) GLUE TYPE'A' GLASS'TYPE'B' �Y n 11ITHODT REINFORCING 111TH rda"ORCING Zr WINDOtf DINS. A S/O SBBAR cups MTe SBSAa a/6 SMR cues 6171 MtUR CLIPS O 1VID11L HL�#R ExG(+) W.(-) W.(+) INT.(-) off.(+) wr.() Ear.(+) Nrd-) F 1 26-1/2' 4 66.7 73.0 68.7 73.0 80.0 100.0 80.0 100.0 3Y 26• 4 66.7 75.0 68.7 79.0 80.0 IODA 80.0 IOU 53-1/e' (3) 6 867 75A 66.7 75.0 80.0 100.0 60.0 100.0 74- 6 6&7 79.0 88.7 79.0 80.0 100.0 60.0 )GOA 26-1/2' 4 8&7 78.0 68.7 78.0 60.0 100.0 SMO 100A 1` 37' 36-3/6' 4 88.7 754 88.7 75.0 80.0 100.0 80.0 10010 93-1/e• (4) 6 BMJ 754 88.7 75.0 80.0 100.0 sa0 100.0 74• 6 6&7 754 06.7 73.0 80.0 e21 60.0 100.0 26-1/2- 4 86.7 76.0 68.7 7&0 80.0 100.0 80.0 1W.0 37• 80-5/8' 4 667 7S.0 88.7 7&0 60.0 62.8 804 100.0 �C 53-1/8' (5) 6 64$ 64.5 88.7 7&0 64.8 64.5 60.0 100.0 DOW 789 DOW COMM 799 a Z 74- 6 54.9 SCII 68.7 7&0 94.9 54.6 60.0 100.0 W Clio L- 26-1/2• 4 68.T 75.0 66.7 75.0 80.0 62.6 604 IOU 1/9•NEAT SIREMO GLASS 1/8-HEAT STREMD GLASS 3Y or 4 82.3 623 03 TSA 623 62.3 60.0 100.0 =1 Intatkow .075- 33' (S) 8 472 47.2 867 760 472 473 80.0 08.7 Sd(ex C And Color filaev Sa0ex1CP with PET Core N 74' 6 362 31.2 68.7 70.1 38.2 362 71.8 71.6 By'Eaetmon Chemkol CO.' By'Eadwn Chomkd CO. 8 24' 4 667 754 61.7 7&0 804 100.0 60.0 100.0 1/8-NEAT STREMD GLASS 1/8•NEAT STREN'D GLASS 3B' 4 6&7 754 68.7 75.0 8&0 100,0 0&0 100. 4l 48' � 4 667 794 60.7 75.0 80.0 100.0 80.0 100.0 SAICOM OSILJCOw CQRNwG 795 v or 6 667 78A 66.7 75.0 80.0 100.0 660 100.0 � DOW CORNING m � 72• 6 68.7 7" 65.7 754 60.0 100.0 660 t00.Q 24' 4 68.7 784 66.7 7&0 80.0 100.0 80.0 100.0 36' 4 68.7 73.0 68.7 73.0 BOA 100.0 80.0 10.00 i Z tin 41' 4 68.7 75A 68.7. 75.0 804 100.0 80A 1004 j l�. • [. n �' 6 88.7 7" 86.7 75.0 MO 100.0 804 100.0 <$, 72- 8 86.7 TSA 68.7 7" 80.0 899 BOA 100.0 24• 4 66.7 754 66.7 79.0 804 1004 804 100.0 AT 1/4 POINTS ON LIES AT 1/4 POwLS ON UTES OC OSI 38' 4 867 784 88.7 75.0 804 90$ 80,0 100.0 WIDER THAN 38'ONLY wm THAN 36.ONLY O m 48' (8* 4 867 74.4 86.7 75A 74.4 74.4 604 100.0 GLASS TYPE 'A' GLASS TYPE 'H' 00' 8 86.8 86.8 88.7 75.0 8&6 65A 804 100.0 72- 5 61.0 61.0 56.7 794 61.0 81.0 B0.0 1040 GLAZING OPTIONS 24• 4 667 79.0 667 760 860 988 su 1o0.0 36' 4 66.7 87.7 68.7 780 67.7 87.7 WO 100.0 0 46' BO' 4 542 542 66.7 754 54.2 54.2 80.0 10&0 R R �- (5) 8 46.8 48.5 . 6&7 754 48S 46S 860 67.5 S 6 7Y 6 41A 41$ 66.7 7&0 412 41$ 78.6 78S A-NO.OF ANCILORS PER HEAD &SILL m () m NO.OF ANCHORS PER JAMB ll�� 86� emu ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL an LAK PRODILCT REV1SW ' FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF I'm 92 0sompiftwith The FIXMI d �' dming owe. SEE DETAIL ON SHEET 4. CAI. am 1rdwa DOW p� NOTE: GLASS CAPACITIES ON THIS SHEET ARE Sam., MwwdrowIng no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1+N07--80 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Sheet of 7 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) 4my $ GLASS TYPE'A' GLASS TYPE'B' GLASS TYPE'A' GLASS TYPE'8' I WITHOUT REINFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING Z WINDOW DIMS. A 1/0 mm CUPS WITS MMR CLIPS W/O SITYAR NPS LITH 8MMAR CGPO WINDOW DIMS. In MWAR NPS LITH SHEAR CLIPS W/O l799AR CLAPS MM SBPAR CUPS W rH H=Hr EXT.(+) OR.(-) EXT.(+) INT.(-) EXT.(+) Wi.(-) EXT.(+) IHL(-) WLOTH HEIGHT E04+) KrA-) EXT.(+) INT(-) EXT.(+) MT4-) EXTA+) �(-) 74' 6 85.7 7&0 B&7 7&0 80.0 100.0 80.0 100.0 74' 26- 7 88.7 75.0 6&7 75.0 80.0 100.0 BOA 100.0 106-1/4' (3 _ 9 66.7 7&0 68.7 75A 80.0 10&0 80.0 100.0 108-1/4' (3) 9 6&7 78.0 88.7 76.0 80.0 100.0 BOA 100.0 Q 111' 8 66.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 111' 9 88.7 75.0 68.7 73.0 80A 100.0 804 100.0 74• 6 66.7 7&0 66.7 75.0 60.0 100.0 0&0 100.0 74' 7 8&7 75.0 66.7 75.0 80.0 87.6 80A 100.0 �. 38-5/8' 38-3/8' 108-1/4' (4) 8 88.7 780 8&7 73.8 77b 77.5 80.0 100.0 108-1/4' (4) 9 6&7 73.0 86.7 7J.2 80.0 82.9 80.0 100.0 111' 9 66.7 7&O 66.7 71.8 80.0 81.7 80.0 IOOA 111' 9 68.7 760 6&7 72.0 80.0 885 80A 100.0 yVry,0 74• S/8, 6 66.7 67.8 88.7 73A 67.8 87.6 80.0 100.0 74' `50-5/8• 7 B6A 88.0 86.7 75.0 8&0 8&0 80A iWA v O 108-1/4• (s) 9 35A 36.8 6&7 73.0 53.8 55.8 80.0 100.0 (5) � t 11" 9 54.9 54.9 88.7 7&0 549 54.9 80.0 1000 53• _ 74' 7 47.4 47.4 66.7 76.0 47.4 47.4 BOA 89.0 as 74• 6 49A 49.6 65.7 75.0 49.8 49.0 60.0 93.8 (5) _ 108-1/4' 83' 8 39.1 39.1 88.7 71.9 39.1 39.1 73.6 73.8 72' 7 �.7 7&0 6&7 T8A 600 100.0 80.0 100.0 a M= (5) 9 3&2 3&2 66.7 70.1 38.2 3&2 71.8 71.8 84• 24' 9 88.7 750 68.7 75.0 80.0 100.0 80.0 1000 72• 7 88.7 75A 66.7 73.0 60.0 100.0 50.0 1OOA 98" (3) 9 65.7 75A 85.7 75.0 60.0 100.0 410.0 100.0 84' 24• 9 6&7 7&0 88.7 75.0 80.0 100.0 50.0 100-0 106' 9 6&7 75.0 66.7 76A 80.0 100.0 804 100.0 98' (3) 9 66.7 73.0 68.7 7&0 80.0 100.0 50.0 100.0 7Z' 7 6&7 73.0 66.7 78.0 80.0 83.7 804 100.0 A X NN 108• 8 88.7 741.0 66.7 75.0 80.0 100.0 80.0 100.0 84• 36' 9 66.7 75.0 68.7 75.0 80.0 92.6 80.0 1000 72' 7 88.7 75.0 88.7 76A 80.0 100.0 80.0 100.0 88' (3) 8 66.7 78.0 68.7 76.0 80.0 800 EGA 100.0 558t 84' 38' 9 6&7 73.0 88.7 75.0 Boo I000 80.o 1004 108' 8 66.7 75.0 85.7 75.0 80.0 95.8 800 lOOA � 98' (3) 9 66.7 750 6&7 78.0 80.0 92.0 mo 100.0 72" 7 66.7 72.9 8&7 75.0 72.9 729 ODA 100.0 108' 9 66.7 730 6&7 7&0 80.0 a" mo 100.0 64' 9 65.7 6&4 8&7 75.0 88.4 8&4 800 t00A 72' 7 86.7 74.1 8&7780 74.4 74.4 80.0 100.0 98' (4) 9 618 618 88.7 7&0 81.3 81.3 410.0 100.0 e4' 48' 9 88.7 68.0 65.7 78.0 68.0 680 80.0 100.0 80' 96' (4) 9 63.7 85.7 6&7 7&0 83.7 63a BO.o 1a0.o 72• (5) 7 51.7 51.7 5&7 75.0 51.7 31.7 Bob410.0 97z Z g M' 108• a 61.0 610 86.7 7&0 610 814 80.0 100.0 A e NO. OF ANCHORS PER HEAD&SILL. t'43 72• 7 34.2 64.2 06.7 75.0 $42 542 60.0 1004 () o N0.OF ANCHORS PER JAMB Q 3 84' 60' 9 4&7 48.7 66.7 7&0 48.7 4&7 80.0 918 oJ z g 08• (5) 9 44.7 44.7 6&7 75.0 44.7 44.7 80.0 84.1 47 fob' 9 41.8 41.6 61L7 75.0 41.8 41.8 7&8 7&6 LL A- NO. OF ANCHORS PER HEAD&SILL () = NO. OF ABHORS PER JAWM (1/410 (1/2w) (1/4110 o�R BRA (1/3w) (t/3W) (1/391) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH <m u ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE g 7� FOR WINDOWS WITH APPLIED RISER AT FRAME SILL Ewn AVAD AHMO d FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF ruCmL wi6,OmRod& b SEE DETAIL ON SHEET 4. 0 Aeeaptance •17� y A NOTE: 20% BY GLASS CAPACITIES ON THIS SHEET ARE NRa>nL drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 07_80 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheat of TMICAL TYPTAL ABHORS TYPICAL ANCHORS SEE ELM FORANCHORS M�� WOOD BUley CK SEE ELEV.FOR SF'AGNG SEE QEVS.FOR SPACWG -- a , a•; \.; EDGE DIST. METAL �iMWHI—DADS COUfflY APPROVED �, _ °. :a ••' SiRUCTIyBE I IMLIAM&MULLION ANCHORS •,.e. .....�g° 7. ,,e d° I 2'LO CLIPS EDGE ''SEE SEPARATE NOA 8 6 I 11 ANCHOR LOCIU[ONS 11 SEE SHL'EIS 2&3 i7; F R ,o I FOR CAPACRY I -- ---- --- I N i ij 7 n °T�rc TYPWO ANCHONE �r p 9 I I: is SEE ELEV.FOR VACNG ! I iii WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i! AND TRANSFER THEM TO THE BUILDING STRUCTURE. i. (L ge CS o $�),A�; �FICAL ANCHORS: SEE ELEv FOR sPAaND U ALL JOINTS AND FRAME CONNECTIONS SEALED WITH J/4" DL4. ULTRAC-ON BY 'ELCO' (FU=177 KSI,Fy®155 KSI) N SEALANT. INTO 20Y WOW BUCKS OR WOOD STRUCTURES i �YEEPHOLES: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY pG W1 = EACH END WEEPHOLES AT 5" FROM 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 5+p' FW 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) pz In In DIRECTLY INTO CONC. OR MASONRY �¢ W r ii i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) � 3�`_ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ' Z ,§12 TFKS OR SELF DRILLING SC-NEWS (GRADE 5 CRS) �B IF ,*mi ULJ i I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8' II I •! INTO METAL STRUCTURES ! 'I I/%x 1•RtsER STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) !! AG v sl�i SU ALUMINUM 1/8" 1HK. MIN. (6063-TS MMI.) I�lo x ,FN SNS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i� I• j5 x 1-1/2•PH SNS PER TYPIC EDGE DlsraNrr R�+ 2 PER CLIP REDiF.WDWS.ONLY) -- '! ! 7 REM.WOWS.ONLY) R€ INTO CONCRETE AND MASONRY= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. is !! to INTO METAL STRUCTURE = 3/4" MIN. 14 WOOD AT HEAD.SILL OR JAMBS SO=0.55 MIN. WOOD BI SY N ' CONCRETE AT HEAD. SELL OR JAMBS f e m 3000 PSI IMN. o 2 I n C-90 HOLLOW/RULED BLOCK AT JAMBS I'm - 2000 PSI MIN. o d 6 d B ppJ � p e JAIIPD AFf6fA0 PRODUCT REVISIID •• ° FHA.PE�7t 2 m amplfMy wide dw Mai& CAN. mmin, No d, � •y ;- Codt •DIST. .r• AJ TYPK)V.ANCHORS B •,..o••' '° .a .'• �•" .I ° EDGE 015E^ ° SEE �� n 8 M drawing no. FOR TrPtcAL ANCHORS W07-80 .° SEE MV.►OR SPACMREINFORCED SILL INSERT SEE SHEER 2&3 FOR CAPACRY sheet of 3/10-MAX. SHRI VENT„IDTH � TYPICAL AHdIORS ' TYPICAL ANCHORS O Z SEE 1CKO © 13 OD O SEE afl. O '� FOR SPACD70 B FOR SPACING B �, . jvsm -- ---- -- --sC1,EEN GPT. F -__ - -_= - ---_ , ---- --------- -- - - .gg SIF>a1gURE 21 B rs �� K SS x 1- jC 3 WOOD BU= 4 AT 3" R SNE s AT FROM ENS J a EXTERIOR v AND e'OC NAX a T� WINDON,nDTH , X 2 x IN At UTA TUBE ACCESS HOLE NO LAYOUT Vm PURI N OX OPPOSITE REINFORCED MTG STILF.Si O SEE SHEETS 2&3 FOR CAPACITY N 3/SH 1f4.SKIM VENT WIDTH NNL TYPICAL ANCHORS i SEE E".FOR SPACARI VENT OPTIONAL TO o�o TYPICAL AMC"OW 8 SPRING LATCHSEE Em. III G M FOR SPACING z M 07 9 - - �l8 w� R . METAL B W66D, STRUCTURE MRU B 3 EXTERIOR o R ,Yu+oow WIDTH XOX LAYOUT MIAMI-DARE COUNTY •TYPICIU.ANCHORS APPROVED MULLION SEE ELEV.FOR SPACINO e SEE SEPARATE HOA I � --- Ew.JAVA AAD Ca Y EVISEDPlelid� •� 1 1 FLA PE IM2 .- - I, i t CLAN. No WHOM- i I ---------- 1q 8 2016 n, T» s ' _ j rrwmt P�alxT drawing no. W07-80 WINDOW wam WINDGw wrong _ sheet of 7 z�s ISBM FART A QUAN7M DEBCRIPPION MATMAL UW.19MURRIREMAUS J1sz 1 Fws-o22 I FRAME HFAS �-T6 -TO - z A62 2 FIS-026 1 FRAME Bu Sm-T6.414 3 tV7S-018 1 FRAME JAMB PENT 1.xS0 '' 4 FWS- t FRAME JAMA}FOL - tJ375 t 5 FWS-02S t!VEM' SM RMI. Go93-75 - a Em— 6 FWS-024. t/VENT VEW MEONG RAL 6003-75 - .. 7 FVIS-018 2/VENT 70P AND BOTTOM WVL 6063-75 - 1=0 Q VENT TOP/BDTTOM RAIL s Furs-023 1/VENT J"STILE 6063-75 ° a FS-oma As FZW. (imm� NO-76 - Qi FRAME HEAD 1.735 10 FWS-015A 1 8'LON SILL TRACK MW 6053-T5 AT FIXED RMS ONLY Bill l l 11 - As READ.. SHEAR CLIP 2'LONG 6083-T6 AT ANCHOR 122AlI0N5 1.188 1.�3 .062 12 FWS-016 2/VENC VINE LAM 6003-76 AT 1G-t/Y FRU ENDS 1y, _ 2/VINT CAM 1TPE SWEEP LOCK VMW AT 1r7/e•FROM EHDs 1.613 - 13 74-8010 1/WTCH PENT LA7CH SPR6VG �'S1EEL .625 1' 14 RN-25M VENT ROLLER HOU9INO&GUIDE PLASTIC Mkti F4ASR45 Q 17 FWS-075 AS REO. BAFFLE NYLON M&M PLASTICS .67ff 18 $8 X 1-1/4' AS READ. FRAME/KW ASSFAISLY SCREWS CRS P.H.SMS 3. 57 1.756 2,260 1.280 .628 19 i8 x y 2/VENT FDL RML ALL SCRM(SILL END) t✓RRS P.H.SMS 062 © JAMB STILE 20 - AS REQO. GtAZ24G GASKET - 21 E-205 As REED. BULB 11SIRIPPiNO FLEX POC 1.785 22 W33211N0 AS REQD. WJOLPILH WSiWPP61G - UL7RAF'AB OR EANV. .052 23 As READ. SETTING BLOCKS EPOM DUROMEFER 80*5 SHDRE A 28 1/VENT 5116'B5K SCREEN OPTIONAL L4 2.095 L-1 F t.675 to O FRAME SILL I m 1 O too 1.454 1.180 �g Q MEE M RAIL � 1.645 zO6s .asa .o6z t.lao� 10 SILL TRACK 43s t 2so .250 0� R .912 1.440 ® FIXED MTG. RAIL SHEAR CUP VI = .780 o<m� ,2 VENT LATCH •. . .ose Engn JI M AMD gm$y �� db .416 2.7M2.7N - .. .050 CAX 7-7 �SsePuk Pr70'"z B NO 1 !103.03 8 1.250 p 216 .694 BY Pra�t1• dm" no. Sze 1.376 tm5 W07-80 0 CAMIFIG BEAD 0 FRAME JAMB (VENT) O FRAME JAMB (FIX) Ohset Q o4 ,8 ,e ro4u o P i 0 i ! 8 N 19 FRAME TOP CORNER N VENT TOP/B MM CORNERS y^� aZ�� lI�� 0 . l .AA W b oo�n gem FLA.PEE 70592an es snv. ,set b C ,e �15.1l03. FRlsyE 8OTfOM CORNER CPN t�Aain , drawing na. FIXED MTC. Rat- CORNER W07'—'80 sheet 7of 7 j Miami Shores Village , Building Department OCT Z015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 IZ 28' ls FBC204� BUILDING Master Permit NOIV_� Z 17 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP � { CONTRACTOR DRAWINGS JOB ADDRESS: 75 l \+re 9�0 `�U C CL City: Miami Shores County: Miami Dade Zip: c73 138 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: �Q 5'd. Load: Construction Type: Flood Zone: BFE: FFE: 11-21 OWNER:Name(Fee Simple Titleholder): NAjzCt Phone#: ��q' 1) Address: q76 l vG q� W"e e� City: R[0,d �5tfbOES State: 1?'� Zip: Tenant/Lessee Name: Phone#: Email qc0e ° CONTRACTOR:Company Name: e O '" `� Phone#: �`d ' 7 0A) Address: oil-IS abDq e, City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#:} DESIGNER:Architect/Engineer: " I0 i P® Nftf-) X_1— Phone#: qtw- X36` Address: V 1�A �ffe e+ City: State: L-Zip: ) °' Value of Work for this Permit:$ 7 Oo 0 • Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration I❑ New Repair/Replace El Demolition Description of Work: QebiaCe ;,eg m W W\ o otco s k dow e_s i -94 . Specify color of color thru tile: Submittal Fee$ ( L Permit Fee$.OkOD'<'13 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 19:5.2.0 (Revised02/24/2014) e 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 subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and spection fee will be charged. Signature Signature OWNER o ENT CONTRACTOR The foregoi instrument was acknowledged before me this The foregoing instrument was acknowledged before me this '3C3 day of d 20 t G by day of ,20 by ,who is personally known to who is personally known to me or who has producedT—t It>9A x;121 U—C-1E as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB : NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: ��® Notary Public Mate of Florida Seal: Sindia Alvarez y any commission FF 156750 "e®Fpoe Expires 09,03/2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 ��-- OWNER BUILDER DISCLOSURE STATEMENT NAME: Hf'//���cl k ?�(7C; DATE: 9`• `1- ;1D ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initis 2. 1 understand that building permits are not required to be signed by a property owner unless her she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I under tand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name inste d of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on perm?anontracts. Initial 4. 1 understand that I may build or improve a one family ortwo-family residence or a farm outbuily also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that i built or substantially improved it for sale or lease, hich violates the exemption. Initial AO S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise per ns working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required bylaw and y county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial — 4�513 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contraor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my dire supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the In rnal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/*lndex.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understa ds that I am the party legally and financially responsible for the proposed construction activity at the following address: 875- Ng &�. Initial l4Q 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any oth i ation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a perso who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of"E ' � cy20 I By 0,C -SGC_ who was personally known to me or who has Produced there License or. 'rL—__bZ as identification. WO:' ,Vff py" NotsN?,i�zic State of Florida OWN NOTARY Sindia Alvarez a My Corrmission FF 158750 of FExpires 09,'0312018 Permit wo.;WS-10-15-2500 1y�oRes ter Miami Shores VillagePermit Type:Windows/Shutters q�M 10050 N.E.2nd Avenue NE tork Cla siltation Window/Door Replacem Miami Shores,FL 33138-0000 Pe rm"Mr'�' i Permit Sfejus.APPROVED Phone: (305)795-2204 �coR< Ex 'ration: 06/28/2016 Issue Date:1213112015. p Project Address Parcel Number Applicant 975 NE 92 Street 1132060060030 M _ MARCIA PAGE Miami Shores FL Block: Lot: Owner Information Address Phone Cell MARCIA PAGE 975 NE 92 Street MIAMI SHORES FL 33138- 975 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 7,000.00 HOME OWNER Total Sq Feet: 00 Type of Work:REPLACEMENT OF 9 WINDOWS&1 DOOR W Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:6 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-10-15-57273 DBPR Fee $3.00 12/31/2015 Credit Card $ 185.20 $50.00 DCA Fee $3.00 Education Surcharge $1.40 10/01/2015 Credit Card $50.00 $0.00 Permit Fee $200.00 Scanning Fee $18.00 Technology Fee $5.60 Total: $235.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: - all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon)lg Fu er ore I authorize the above-named contractor to do the work stated. December 31, 2015 AutZag ed Signatur . er / Applicant / Contractor / Agent ate Buildi Department Copy December 31,2015 1 r . . •:0 . . . 0: .. .. . . .. .. . . ... . . . . ... ... .. so* . . .. .. . . . . . . . . . . .. RATIONAL ANALYSIS AND DINIGN CALCULATIONS .. . . . .. ... .. . . . . . TR Florida Building ® :5.: :.. E:dition 2014 PER ASCE 7-10 PAGE RESIDENCE WINDOWS AND DOOR RETROFIT AT 975 NORTHEAST 92ND STREET MIAMI SHORESYL. 33138 CARL G.FORBES-CONSULTING ENGINEER ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G.FORBES-CONSULTING ENGINEER CARL G.FORBES P.E.#20699rt C.A.#000028792 555 SOUTH POMPANO PARKWAY .a7 61 POMPANO BEACH,FLORIDA 33069 'er fi 8; 1 TOTAL PAGES:(08 �I IV��" `0111111111111 G F6 20699 r ` A .. OR � . •� ,' ss�O N A;1`� 11111 .. .. % .. . . . . . . . . . ... . . . . ... NECAWind VersXon:2.a: 2: 2. $fir:.ASCE 7-10 Developed by MECA Enterpri4s,:Ir::% 4,vP;ri;2t 2015 wwN.mecaenterprises.com •.. • • ... •.. . Date 9/1/2015 Project No. Company Name : Designed By :Carl Forbes Address 975 NE 92ND ST .• . .Desotriltion•••: •• City MIAMI SHORES •• :o: 4t:m%r:Nan* :•- StateFL. • • •Prtj•LQc%titn : : File Location: C:\Program Files (x86)\MECAWinc�49f4lC.wn4o . . ... •. Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.31 : 12 Slope of Roof(Theta) = 15.40 Deg Ht: Mean Roof Ht = 10.58 ft Type of Roof = Hipped RHt: Ridge Ht = 12.83 ft Eht: Eave Height = 8.33 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2311.00 ft^ 2 Bldg Length Along Ridge = 65.16 ft Bldg Width Across Ridge= 28.67 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0.94 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 3.49 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt (0.33*z) ] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 28.67 ft wall L/B = 2.27 ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.55 psf pl: Leeward wall pressure acting uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.58 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.58 psf .. .. % .. . . ... . . . . ... MWFRS-Wall Pressures for Windprimal to. 65 A6 ft•wale]i0 L/B : : : * : : : " : 0 . = 0.44 ph: Net Pressure at top of wall;.(cS-.ndwars' -1.:1eewezci)•o = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting * ph = 20.90 psf pl: Leeward wall pressure actings llf:ofim:?;.dutftard'e .38 * ph= 14.71 psf pwh: Windward wall pressure acting gntftF7 .0oltVare = ph-pl = 23. 99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23. 99 psf See Fig 27.6-2 for Parapet wind Roof Pressures Pressures See Table 27.6-2 Mean roof ht. Ph Wall Pressures W 0 See Table 27.6=1 h � Man Po l I I Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -33.38 6. 69 2 -24.07 -8.16 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. d 1 Wind 1114 . 7Nmtd . . ... . . . ... . . ... . . . . ... H�ipped�Roof • Vo . Roof OverJ-pn4.toaAO(Bagure•47*603) : Load Case 1• Povhl: Overhang pressure for zo r�E••l: ; .•. ;•� ;•• ." _ -25.03 psf Povh3: Overhang pressure for zone* :•: ; ;�• ;• '. _ -27.03 psf Load Case 2: .. ' ' • • • •�• •• Povh1: Overhang pressure for zone 1 = 5.02 psf Povh3: Overhang pressure for zone 3 = .00 psf Ro,of udge pressure from table - X,bfles G or 3 as applicable PV Or PT VVon 9 . . .•. • . . ... •. •. .. .. MECAWind Verq�op.2 . �-,%:2 AJC]•-7-10 Developed by MECA Enterprises,•Inc! ;oftys:.g:t 4015•wwtj.metlgnterprises.com Date 9/1/2015 i * BrojeOt iVo.• • • • Company Name ••• 9)esignLPd B¢•• ••• • Address Description City Customer Name State •• Pro§ Location :••• •• File Location: C:\PROJECTS\2015\MEFARCH\WINfl�O 9:�•N4.wtd: % •• •• • • • • • ••• •• 2 Roof not shomm 1 Z2; 1 ; 22; 1 ;2 4 u Af a 3; 2t----- 2 - Falls a Hip Roof 7<0<=27 a Wind Pressure on Components and Cladding (Ch 30 Part 3) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf WINDOW A 2.20 3.16 7.0 4 1.00 -1.10 40.05 -43.45 WINDOW B 2.94 3.16 9.3 4 1.00 -1.10 40.05 -43.45 WINDOW C 3.08 3.16 9.7 4 1.00 -1.10 40.05 -43.45 WINDOW D 2.20 3.16 7.0 4 1.00 -1.10 40.05 -43.45 WINDOW E 2.20 3.16 7.0 4 1.00 -1.10 40.05 -43.45 WINDOW F 3.08 3.16 9.7 4 1.00 -1.10 40.05 -43.45 WINDOW G 1.54 3.16 4.9 4 1.00 -1.10 40.05 -43.45 WINDOW H 3.08 3.16 9.7 4 1.00 -1.10 40.05 -43.45 WINDOW I 2.20 3.16 7.0 4 1.00 -1.10 40.05 -43.45 DOOR 1 3.00 6.67 20.0 4 0.95 -1.05 38.25 -41.64 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf e 0 � MECAWind Version 2 . 1 . 1 . 2 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 c^m Date 10/6/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\PROJECTS\2015\MEFARCH\WIND10 975 NE.wnd • • • • 4 • •••• •••• •••••• • 1 •••••• Roof not ,r ( • • shomm s I ••j'••' r '••'•: ••••�• • • �• t •••••• 15 a t Wells f Hip Roof,<0= Department of Permitting,Environment,and Regulatory Affairs Board and Code Administration Division M11�ID Product Control section • 11805 S.W. 26 Street- Room 208 a ., Miami, Florida 33175-2474 ' 1 T(786) 315-2590 F(786)315-2599 Ax miamidede.govitwilding 14 f 4 July 23, 2015 {r $� .. Mr. Federlco Ogly Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 $ OCT 13 2015 Reference: BY _... .- File Number ; Description _ _ _ Current NOA.' 15-0603.13 Series 600 Aluminum Outswing t=rench Door-LMI _ 12-0402.03 .1570603.14 . Series 400 Aluminum Window Wall System With Window insert- SMI 12-0801.03 15-0612.04 Series 700 Aluminum Sliding Glass Door wl Reinforcements-SMI 13-1217.23 15-0612.05 Series 700 Aluminum Sliding Glass Door wi Reinforcements-LMI 13-0912.02 ___._._._.. ._.. . _ 15-0715.10 Series"Eco-Guard 300"Aluminum Fixed Window-L.M.E. _ 14-0317.03 90t Assigned Yet Series "Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.I.J. 940317.01 Dear Mr. Ogly: We are in receipt of your above mentioned applications to Renew and Revise your NOAs. The files are. currently assigned for Technical Review,with exception of the revision for 14-0317.01 which will be logged into our system shortly. .606.9 Should our office be of further assistance, please do not hesitate to contact our offeipt(766)315-259ff . 6666.. 6666 6666.. Yours very truly, •••••• 6666 6666.. 6666 Product Control Section "'• •••• ••••• 6666.. 6666.. 6666. 6666 6666.. 6666.. • J sus D.Gu rr •••••• _ 1 • t.3:' }.<.:6<.� .� fy:• ; ':?;`�f3`t t ' �i-? st?5'Pt° i-s.� •6666• Product Con#ro1 Specialist 1 =.. ; ._;�.�; _{._.. : _...`T.:,., ., Encl: CADocumew end Se1dngA}eays045Wy Dommm*iSow Imer dot Internet mall address: Hemepge:mlamMadLigovtbuilding qlwh6 MIAMaDADE v ' MIAMI-DADE COUNTY Q I- I -'PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/Dera/ ECO Windows Systems,LLC 9114 N.W. 106t"Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.city, s1Rte and series . •••. • and following statement: "Miami-Dade County Product Control Approved",noted herein,• .• RENEWAL of this NOA shall be considered after a renewal application has been filet Rd there hV 158en no •••• • change in the applicable building code negatively affecting the performance of this prj cti• .... TERMINATION of this NOA will occur after the expiration date or if there has been a gvvision or.ohar►ge in td4 materials,use, and/or manufacture of the product or process. Misuse of this NOA as ail bbtlbrseme:,pJ.py --:--o product,for sales, advertising or any other purposes shall automatically terminate this NOA•.Failufe 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 Courtly,Florida,an�fo�lowed by 000000 ..0 .. the expiration date may be displayed in advertising literature. If airy portion of the N(?A isYiisplgv,v%then it shall . be done in its entirety. 00 0 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 MtAMH16DE caunm Expiration Date:July 19,2017 '-� pi Approval Date: July 19,2012 `'`o Page 1 - ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.i.y',sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,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 6)Forced.Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-124003 and HETI-12-4027dated 03/16-26/12,all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS G 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeXenxoVs& Co.,enc. for...of a •• their`Butacite®PVB interlayer",expiring on 12/11/16. .so*** 00*0 .Goof. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color intel;layer"issued,to • • Solutia Inc.,expiring on 05/21/16. ""•• .... .... :0909: 3. XL Edge seal System 201 SS spacer by Cardinal IG. "" .*so* ••••• 0006:0GGGGG F. STATEMENTS •• •• 0 9900:6 1. Statement letter of conformance and letter of no financial intere ••••eG aced b Al Faroo Corporation,dated 03/30/12, signed and sealed by Javad Ahmad P.E. *Goofs••••• • 2. Addendum letter dated June 29,2012, issued by Hurricane Engmee irrg&jestgxg, Inc,, signed and sealed by Rafael E. Droz-Seda, P. E. •• • 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved bPERA. �S�� l• a6 Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E- 1 0 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER c� BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT` z n 3 O J 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS F W Na. K-' SILICONE ' SILICONE 2 z m DOW CORNING 899 z m DOW CORNING 899 O o v En� a 26 � a 26 a (jj toU. e C (n iii 8 a I l 34 Q aQ0 a SETTING B�AT LAM. GLASS a Lu �7( ` _ l / W _ / REOD. FOR WIDTHS EXCEEDING 36" ONLY. LL ? 101 9 NOTCH GLAZING BEAD LEG TO J ca CLEAR BLOCKS Q w 2 GLASS TYPE 'G1' GLASS TYPE 'G2' Ju • o � !�J sees � 1/8" TEMP. GLASS •.•' g� t •••.•. 5/16" AIR SPACE s6eoo �i • e••• •• • (Ases • sees•• 1/8" HEAT STREN'D. GLASS •sees• 2 • 09•••• ••• v •.•.: o .090" INTERLAYER •"' w (&"ao •••• sees•• SAFLEX IIIG BY 'SOLUTIA' sees•• 6 o C-0 �gp t'' 069.0000 • •e e• = 4%tIlI\ N�— rn 1/8" HEAT STREN'D. GLASS o s o O O-tD •. • SILICONE • .• a 010 ,� •••:• z m DOW CORNING 899 000 0 = Z L J J o • ss •.••• g 26 ST. STEEL a 0 Zv} n • \ METAL SPACER O ^J D ,5 i e i W rn� j SILICONE SERIES 600 \ ALUMINUM OUTSWING ENTRANCE DOOR W SETTING BLOCKS AT INSUL. LAM. GLASS o SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS a g SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. ° LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' 91 U a APPLY TO ENTIRE SYSTEM. rn sr1!!!!Qe DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1 y ° REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY S� x 1 > o HURRICANE ZONE (HVHZ). c a 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. N Engr. JA AD AHMAD r 1 0 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA. PE # 70592 o M ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N. 3538 • 9 O U i 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 / i q 1 drawing no. COME INTO CONTACT NTH OTHER DISSIMILAR MATERIALS SHALL MEET THE t`/ L C W1 2—�8 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of g u 39 3/4" MAX. 76" MAX. W FRAME WIDTH FRAME WIDTH p I N HEAD & SILL ANCHORS AT STILE ENDS Z n (4) AT 3" O.C. Z 12" 12" N W a 5" MAX. MAX' 5" MAX. MAX. Q IL 2 HEAD HEAD O O HEAD/SILL A SILL HEAD/SILL `!, SILL CORNERS CORNERSLL 0. I II Q ILQQ "q Q C vi_ o z M m LOCK OPTIONS F /__�'__= LOCK50EET 7S a W ei SEE SHEET 7 SEE� \ x co = M z a ii /w _ v � ° ✓� %� � m U o O1 I I// co M a W c0 -i I I W c0 t0 -� I I ® N • • rY ...• uI Of co Of OD p -_-_-Ll.-_-- • • O Gp •.•..• a -�----- X to �.` --rr---- •• Ocli a0 • NOS 0 • •...• Li 00 fee" II II •..• __� ___ / • .. ay•'i.-- rn II \ II \ / per, • • Vii..•. S ADM N •...• amommll ES *16U ndftcimk v( I Z • j a.•.tom pulp •• ACTIVE I INACTIVE I I ACTIVE low *Mk ••• $ �•7i • } c •..• O.. � to �_�WJ v • LU N x m� .'7 U � .j SURFACE APPLIED a W SURFACE APPLIED a W W rn FALSE MUNTINS OR 26 15/16" a FALSE MUNTINS OR 26 15/16" 26 15/16" �6 DECORATIVE GRILLD.L. OPG. 0 DECORATIVE GRILL D.L. OPG. D.L. OPG. '� L)i MAY BE USED MAY BE USED NOTE: 37" MAX. 37" MAX. EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. o (X) (XX) o � IL DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF v SINGLE DOORS (X) DOUBLE (XX) NOTE: a DOOR DIMS. LAMINATED GLASS DOOR DIMS. L&MINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE FRAME LEAF FRAME FRAME LEAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) ExT.(+) INT.(-) EXT.(+) INT.(-) AND FLORIDA BUILDING COMMISSION WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT DECLARATORY STATEMENT DCA05—DEC-219 0 39-3/4" 37" 98" 70.0 75.0 76" 37" 98" 70.0 75.0 2 C o c N O GLASS D.L.O. DIMS, J D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr. JdVAO AFiMAD n o CIVIL D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. PE70592 c D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 C'A'N' 538 � m drawing no. JUN 2012 W12--08 sheet 2 of g i 0 DESIGN LOAD CAPACITY - PSF 148" � ! w SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS FRAME WIDTH °0 (SEE NOTE BELOW) HEAD & SILL ANCHORS cI SIDELITE SIDEUTEAT STILE ENDS FRAME FRAME WITHOUT WITH CLUSTER OF (4) AT 3" O.C. Z ti 3 WIDTH HEIGHT REINFORCING REINFORCING 12" INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) (T) HEAD/SILL 12" W m '� MAX. 2 24 70.0 75.0 70.0 75.0 5" MAX. TYP. HEAD p N p 30 70.0 75.0 70.0 75.0 HEAD/SILL _, _ L p I, F T A SILL U 36 82 70.0 75.0 70.0 75.0 CORNERS �� Q. 37 70.0 75.0 70.0 75.0 a H 42 61.7 66.1 61.7 66.1 I i IY v 24 70.0 75.0 70.0 75.0 pr . S 30 70.0 75.0 70.0 75.0 I I I I I I p a a a vi 36 86 70.0 75.0 70.0 75.0 i i i i I I \ p a'1 � 37 70.0 75.070.0 75.0 ==== ¢ 66.1 61.7 66.142 61.7 WN_ Z y LL 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 H i i i i I i \ Q w �i 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 � 24 63.3 63.3 70.0 75.0 _ o IA i i i i M �� 70.0 75.0 00 o 57.8 30 57.8 98 /i a . +� ••••• aoj rn q a0 1 ••••.• 36 53.1 53.1 70.0 75.0 ==---Ii----- \---- ----- I I • •�• ••.' 2 . 37 52.4 52.4 • .••••• 70.0 75.0 I I \ i I • •.• • II II REINFORCING r i \ I I I I "• �•�►• •....• AS REOD. ___� ____ ___ ___= I I .•.... } Ld 11 II I I LO K PTION SEE CHART I I I I\ I I SE SHEET 7 • .• 11 II I I ones.• M CM4 00 • II II I I • • • I I I .'• Z�U W • • q'I s . '*see. I I INACTIVE I I ACTIVEni ' L L1 G SURFACE APPLIED a mw w W m SIDEUTE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" ( �+ DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. 'v MAY BE USED 37" NOTE: SIDEUTE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. Max. 7s" MAX. 8 FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH oig LOWER VALUES FROM DOOR OR SIDELITE CHART Ell, (OXXO) � WILL APPLY TO ENTIRE SYSTEM. o d s, ut X91 Z 0 vsk !4'l�ri f1Mds head Cartel GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" � N ° o D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" a55i o a c N O I Engr. JAVAO AHMAD hi n a CIVIL. N FLA. PE # 70592. c C.A.N. 3538 �+ ci ;u NOTE: 0 : c GLASS CAPACITIES ON THIS SHEET ARE ' ABASED ON ASTM Odrawing no. AND FLORIDA BUILDING COMMISSION GUSTS) � 2Q12 DECLARATORY STATEMENT DCA05-DEC-219 Wl 2-08 sheet 3 of g 9/16" MIN. TYPICAL ANCHORS 18Y OR WOOD BUCK V V THROW BOLT EDGE DIST. SEE ELEVATIONS EDGE DIST, WOOD BUCK W to PENETRATION FOR SPACING WOOD STRUCTURE METAL 0j SEE NOTE SHEET 1 ! e° STRUCTURE N EDGE D EDGE DIST. Cc Z Imm a a e. I a o• > I � � � (4 W w W o p� o X U U x U X U C W lv! U (2j)5 --" 5 I , � � o 2N o o � N d � I I 1 d W d LJ uj Ir O LL 8 N w \ vxi w \ cn \ cn V rNMMI 33 28 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q' c7 g I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS G IL Q n .I 7 i I FOR SPACING FOR SPACING FOR SPACING O 0 °Q N O �$ -------- ----------- MIAMI-DADE COUNTY APPROVEDI I IA I !CUPPED MULLION I I J 0 M -i :!SEE SEPARATE N A j i Q UUzi k I II II ---------- ------_-_� Im _}.... tn • • ..I I •.•••• 0 see W ••••• t•••s a0 • •••••• U N •••••• W L}1 • GLAZING OPTIONS • •'• .0�e•• • ••••• SEE SHEET 1 TYPICAL ANCHORS W V}A w � 00000 SEE ELEVATIONS •••••• = F FOR SPACING �••••• �� •:•.• U Cx7 C� Qi cf)it W W p• 0 �••:•• OtpM N g• x W a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS •• Q; i' ...:. o W i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM eggs Z u- AND TRANSFER THEM TO THE BUILDING STRUCTURE. W i cn O p W V W ..i I tW LL,I d7� TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD o i �G THRU 1 BY BUCKS INTO CONC. OR MASONRY o Lu 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �i o a D DIRECTLY INTO CONC. OR MASONRY 1� Li�fOZ»nom 7A 7 I IW�h1e1 ook Ttvd"d contw 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c 33 i i 2s 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) `g o N r INTO METAL STRUCTURES °c a s I i 1 a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 25 I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N Engn JAVAD AHMAD J ZYPICAL EDGE DISTANCE CIVIL TPE # 70592 n A. o FLINTO CONCRETE AND MASONRY = 2-1/2" MIN. CAN, 3538 o n p Bi .o INTO WOOD STRUCTURE = 1" MIN. o g s INTO METAL STRUCTURE = 3/4" MIN. a °' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS JUN 2 drawing no. 1/2" MIN THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 2-08 sheet 4 of 9 y,. 00 W 1/4" MAX. 1/4- MAX. CONCEALED FLUSH BOLTS SHIM C LEVERS AT STILE FACE DO SHIM Z n 3 1BY Q '� TYPICAL ANCHORS ,WOOD BUCK �.. W SEE ELEV. 16 ACTIVE LEAF IL fp m FOR SPACING 0 p U 26 13 24 V O � � 7 v Md TYPICAL ANCHORS .M 8 I Q SEE ELEV. Q a Q C H w "Ell FOR SPACING 0 0 s Q W LL. U) 25 23 EXTERIOR 19 9 D.L.O. Q W g METAL LEAF WIDTH STRUCTURE ^ N LOCK OPTIONS -3 �� •0 SINGLE DOOR FRAME WIDTH SEE SHEET 7 ;•.•• . • •••• •�•.• 11 � •• ' • • 1/4" MAX. •••..• �• •••••• • LOCK OPTIONS SHIM ••'..• ,�� ••••• SEE SHEET 7 S $•e N ••••• l�F/► • • • SHIM ° 3 CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS • ' .�-•M °i • 2BY WOOD Bli K • M d••• A '•••• LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE -� TYPICAL ANCHORS OR • • Z L °� . SEE ELEV.°' ° WOOD STRU TdFk ' §A. o •••• ACTIVE LEAF EE NOTE HEET 1 8 •• t,� FOR SPACING 16 INACTIVE LEAF y 00 In `=' U w _j 26 13 26 _ ti W ;; a• 24 O ° N WIn U w $ c � 0 W .4 23 - ILIL 25 TYPICAL ANCHORS a 9 11 10 SEE ELEV. vi 19 D.L.O. D.L.O. FOR SPACING v LEAF WIDTH EXTERIOR y N C � LEAF WIDTH .2 o � o DOUBLE ODOR FRAME WIDTH c a N u Ijj� tI11�1�1/ Engr: JAVAD AHMAD n CIVIL N I%114)1241 FLA. PE # 70592 e n C.A.N. 538 • v h aldeprefto't°01 b9! v° 8 -` u drawing no. W12-08 DOOR DETAILS JUN 2 8 Z i2 sheet 5 of g TYPICAL ANCHORS w SEE ELEVATIONS FOR SPACING �I EDGE IST. 04 e. e' O z r _7�.(`yf M 1-0 ■ W QK I W d o 22 X U 0 M U a Im 0 U. 4 \ t=!f 0 = Q 2 cy 0 a4a 1 LmL zbi= 2 aWW I ^ � eN • d • • o: J I •6666. .. O 6666 N • r .I 6666. •• 1 M • W C 6666.• 6666. V C VI GLAZING OPTIONS REINFORCING •0 0 0 0 ••• :0•••1 SEE SHEET 1 #12 SMS 18 AS READ. 0004 �.Ci•• � • 6666. H SEE SHEET 3 •••••. w . • 1/4" M•AX. ' , AT 5" FROM ENDS •.�•.� :.Q:� 0.0• F- SHIM ° AND 11" O.C. MAX. . N ai a 5 11.161 600.1 Q Q h 6 3 Ln • . O m� N • z ix aQ. a' • •• ® 1 00.00 so z zi LL W I f I i00 �y.Z o • 26 13 N O It J .. 24 U w I cn W cn M H TC' ° ITYPICAL ANCHORS j L_ SEE ELEV. FOR SPACING 23 14 15 3 25 a I h 14 D.L.O. 19 9 D.L.O. C w u a 4 + EXTERIOR LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH o Q N 2 UNIT FRAME WIDTH a��i o c a Engr: JAVAD AHRAD n g N SMR U/ CML + + - FLA. PE 70592 c- mm"m�Q��� C.A.N. 536 ai.:•. :•itiii8i:• 'N v m 'O t) O {�) �: C c o a v a drawing no. a TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS N � 2�1 W12-08 FOR SPACING SIDELITE DETAILS sheet 6 of g ITEM # S PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKw 1 E601 - DOOR FRAME HEAD/SILL6063-T6 - o 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - Z t j o 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - a rE a a 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - O p M v 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 0. 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 0 v 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - V p M 9 E609 - LEAF HINGE STILE 6063-T6 0' a >p g 10 E610 - LEAF LOCK STILE 6063-T6 - O h C 11 tv E611 - LEAF ASTRAGAL STILE 6063-T6 - N O N 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - Z H 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG tp 13A E613 - HINGE BACK-UP PLATE 6083-T6 12" LONG Q W ci 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - I; N 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - ,✓ o 16 E616 - SNAP COVER 6063-T6 - � I •••••• 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN •• �••• 18 - AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 - ••'i �`' •• • *see:* in 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. • „� • 20 F81202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. ••• •CST ••• i 4J KKK}���• W •••• LOCKS: 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. ••••• sell" OPTION #1: 22 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS - - ' r (n ����• 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS •••• S 3�O-n N • ACTIVE LEAF: • o Q C) ,n • 24 - - 3/8- DIA. THREADED ROD STEEL - ' m 4 ,: • 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' • = Z•• ••••• (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB • • • ¢ • 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM oo �9r y- ,n • AT HEAD AND SILL 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB `� � J THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS W O LOCK LOCATED AT 42-1/2" FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 62 U W � INACTIVE LEAF: 29 E622 - FLUSH BOLT CUP NYLON - v' W rn g ~ 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLO 1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL 33 #10 X 3/4" 2/ ADAPTER1 FH SELF DRILLING SCREWS - - THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM IAT 6" FROM EACH END, DUROMETER 65t5 LOCK LOCATED AT 42-1/2 FROM BOTTOM 35 - 2/ LITE SETTING BLOCK, 1/4- X 3/4" X 4" LONG EPDM IAT 6" FROM EACH END, DUROMETER 6515 � OPTION 12: a ACTIVE LEAF "' U IL CONVENTIONAL DOOR LOCKSET WITH HANDLE aNi DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM SEALANTS: KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N c � CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' .° o 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE HINGES: LOCATED AT 10-5/8" FROM TOP AND BOTTOM 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE , LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS PART #FD-107 BY SULLIVAN & ASSOC. INACTIVE LEAF: 3 HINGES PER LEAF R ✓1 Z Engr: JAVAD AHMAD M CIVIL N CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' BOTTOM HINGE AT 10-1/4" FROM BOTTOM NOS 1/2- X 2" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP F C.A.N. 3838592 HEAD AND SILL o r' a CENTER HINGE AT MIOSPAN (38" O.C. MAX.) ' G� o Y MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1" FH SMS $ `09 v OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM (5) SCREWS AT HINGE STILE r LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB `dArawinng no. NOTE: LOCKS MUST BE ENGAGED DURING �Y 1 2-08 PERIODS OF HURRICANE WARNING. sheet 7 of g 4.000 1.750-1 V I All � U 078 .394 1 .130 /� co0 r.625 L 803 045 .803 .050 .803 .045 a n 3 .078 O / 4L 4.031 1.625 �1.047 L 1.047 L1.172 Imo- 1- W N J 4.750 I _2.062 -�i-S O W p 14 GLAZING BEAD taA GLAZING BEAD t5 GLAZING BEAD 0. 5/16" GLASS 7/16" GLASS INSUL. GLASS O a t DOOR FRAME HEAD/SILL G7 r` 1.507 4.000- -1 1.5070 a Q Q g o 7� LEAF TOP/BOTTOM RAIL 1.625 Q W 3 W a 4.719 IL Z t9rJ 078 H7J z 3.719 .078 a W �+ 4.781 078 1.750 1.507 (J • o 8.250 1.500 � •• � F r,1•.•• � 7.531 .. 4.000---moi �312 $ •••• c'� • •••••• o • • oo �• (/�••• •..:.. � g o ..... 9 LEAF HINGE STILE .062 IW•• 1.507 �t 5.344 • 1350 4.000 e LEAF W'STRIP ADAPTER 6J#t4"• N�° •:..' So 0 ••... .094 ' 30opo 1 ••:• a. SIDELITE TOP & BOTTOM FRAME t.75o � I I - �� : / •�. � Z � 2.081 1.507 I _1.750-moi 312 .442 t�, l� -� • - �• ••.• �►► F L ' .329 • M F.078 I L111 .078 7A 9" BOTTOM RAIL t2 1.584 U �t o -- � N w 0)m jjJ L1.812 to LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 281 2 FRAME COVER 5.344 71 y.078 375 W .687 n I I 125 c 'E 050 1.197 1.50 1.750 2.081 1.574 .125 3.781 ° � 3.719 j3 .078 � U I aNi o .154 �_ -4.000 Z t3 LEAF CLAMP 11 is SNAP COVER LEAF ASTRAGAL STILE 9.000 HINGE BACK-UP PLATE y N 8.281 18 0 ° 0 1.500 1.5001.250 8 625 - 719 - 719SIDELITE MULLION REINFORCING °c a H 0 078 Engr. JAVAO AHMA6 n GIv1gL N 4.000L 4.000 1625 7 2.097 4.188 C..N. 3538592 o M .078 � 1.507 I 078 ��Z 4.000 �L Browing no. ,LUN � � W12-08 3) DOOR FRAME JAMB s) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s) SIDELITE SLIP ON JAMB sheet 8 of g U 22 22 W O 22 � N Z % Z N Q IL � V Ia IA / O 0'05 C adc m g �O Q W �- N Z_ U) •J aMg_Q �jW Q W �g F N in • • • J 0000•• •• • O 0000 9 • 0000.• C] •�0y • 00 • • 0/r•• •00.00 U 00•• N DOOR FRAME CORNER GOGOO }�• 0000.. W 0000 00'00• z u)�.�� 0000 — m 0000. 0000•• �� M � • SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER • � � N • • • • z U- 0 oft • •• • '� � 00 0000 W 0 �� � a U �w W W rnm rn 12 U Cao 4 (- a w iii T� ff a v i f � (itis aNi � u if4u � f�fia a tO .0 v of •� o 0 , eve Engr. JAVAO AHMAD M p o CML N FLA. PE f 70592 0 CAN. 3536 fii m v° U $ v drawing no. LEAF CORNER N 982012 W12-08 sheet g of g _ OVOID MIAMI-DADE COUNTY I' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 {EGULATORY AND ECONOMIC RESOURCES(RER) T(786}3 LS-2590 F(786)315-2599 ADMllYI3TRATION DIVISION NACCEPTANC ND www.miamidadt.ggy/econom Eco Window Systems,LLC - - 9114 NW 106 Street Rpt;,�j or) �• 1 r edley,FL 33178 COPE: ® his NOA is being issued under the applicable rules and regulations governing the use of construction l aterials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - roduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority aving Jurisdiction(AHJ). ® his NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control ection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right o have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Teo-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-12,titled"Eco-Guard Series-200 Alum. Horiz.Rolling Wdw.(L.M.I.)" sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15,prepared by Al- V� Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product C% Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name ot.Wg4 city, state, model/series, and following statement: "Miami-Dade County Product ContrahAppioved'T,��t�less otherwise . noted herein. *'*:so se•••• RENEWAL of this NOA shall be considered after a renewal application hag%tn filed and`there ha ss gejt no change in the applicable building code negatively affecting the performance oftus prodkau% 00000 TERMINATION of this NOA will occur after the expiration date or if thera lw.been a revision or c44age in the materials, use, and/or manufacture of the.product or process. Misuse of+tlris INOA m-It endorsment of any product, for sales, advertising or any other purposes shall automaticaDJnNiinate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal o£NON...:. •'0 ADVERTISEMENT: The NOA number preceded by the words MiaiAXa& CouatX,.Floris'*Atid followed by the expiration date may be displayed in advertising literature. If any pot aen o;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# 14-0317.01 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 Manuel Perez,P.E. NOA No. 15-0728.05 r IAMt-naoe eoulvnr Expiration Date: May 27,2019 Approval Date: September 03,2015 yg).144115 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets I through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7535, dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) :•••:• "' 3. Test reports on: 1)Large Missile Impact Test per FBC,TSS a4 i-94 ' 0:' 2 )Cyclic Wind Pressure Loading per FBQ:IAS 203'14..' 0 0 0 0:. along with marked-up drawings and installation diagram ofa:X®X aluminum horizontal sliding window,prepared by Hurricane Enginep.Mlr&TeSki 9:Inc.,`kelt Report No. HETI-08-2226B,dated 01/15/09, signed and jjj'� d by Candido F.Fontj:• P.E. .. .. .. .. 0000:9 (Submitted under NOA#09-0312.08) """ ' ' 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading p8r FBL JAS 202'94"' along with marked-up drawings and installation diagram of a'Y'OX arg4pPm horizontal sliding window, prepared by Hurricane Engineering&Tegtin�,7nc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E- 1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing,Inc.,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201- �� 2) Cyclic Wind Pressure Loading per FBS,T.A$ 24394 along with marked-up drawings and installation diagram of a XOX ATM= •• ...... .... ...�t... horizontal sliding window,prepared by Hurricane Enginee44&Testing,Inc.,T� Report No. HETI-08-2230A, dated 01/15/09, signed and�ea4e4 by{3a;}c ido F. MAf, • .... . ..... P.E. ' ...... . . ..... (Submitted under NOA#09-0312.08) ' .. .. .. .. ...... 9. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2"l-94 •' 2) Cyclic Wind Pressure Loading per FB;-',TAS 203:-P.4.:. •••••• along with marked-up drawings and installation diagram of aAOX aluminum •••• horizontal sliding window, prepared by Hurricane Engineering& TeS�iug,enc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) Manuel P e71P.E. Product Control xa finer NOA No. 15- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC Stn Edition (2014),dated 07/08/15,prepared by Al-Farooq Corporation, signed and- sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5t'Edition (2014), and of no , financial interest,July 8,2015,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27/14. •000.0 0000.• 0000 0000•• • 0000•• • • • 0000•• 0000 • • • • • • 0000•• 0000 • ••••J 0000•• • • 0000• •• •• •• •• 0000•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• •• J Manuel a z,P.E. Product Contr I aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72" 111 (2) ANCHORS AT MTG. STILE ENDS TYP. U w WINDOW WIDTH WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS a MARKED WITH '+' ON SHEET 2 ONLY I 10 5/8" MAX. 4" Z n 8 3 1/2" MAX. 4" In 3 1/2" MAX. HEAD/SILL 3" m fI Q J COR/ z HEAD/SILL p CORNERS a ERS 3 3" _ 0 CORNERS 3 �,_� _ E a tit /t t\, /I t`} 1 q 9O 2 - - -� it Ii t°� t � 4 �I Ii D ;I I� 4 a a 4 rt C9 a s I t /' 11 4 I I /. 11 a �, o I I I 4 I I I I O 4 h O ° _ `�` © \, 0 __11 .GSI — 1� �� 11 = a a \ 1 \ p o r) z n = I G== _ =1 �—= r7 a n - it "�' � t I I I �' zof' G] tri p II �I! II II p tl �II II II z 5 II II 11 II 11 II IIIt 11 II z��y II II I1 I� II II II II I I I I I I I I •• 3 3 '..• : U � • FALSE MUNTINS 31 1/4- 32 3/4" FALSE MUNTINS 32 3/4" 32 3/4" •••••• •g • (SURFACE APPLIED) (SURFACE APPLIED) •••••• • • •• D.L OPG. DAL OPG. MAY BE USED D.L. OPG. Q.L. OPG. • • MAY BE USED .• .• 35 3/8" 36 7/8" ECO—GUARD SERIES--200 ;••;•; ?" • .• VENT vwDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW (n t.••• •• TYPICAL ELEVATIONS :••000 o M; } •; DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER to CHARTS SHOWN ON SHEETS 2. r_j is THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, 0.APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE � SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 *a �• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU 7 u MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'0. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o B HURRICANE ZONE (HVHZ). S s 090" Interlayer I)90" Interlayer .090" Interloyer p a z "t WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o 0 0 Butacite PVB SentryGlas Butocite PVB u LOADS TO THE STRUCTURE. By `Kuraray America, Inc.' BY `Kuraray America. Inc.' By 'Kuraroy Americo, Inc.' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS v g 1/8 HEAT STREN D. GLASS 1/8 HEAT STREN'Q. GLASS 1/8" HEAT STREN`D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. o GE SCS 2000 GE SCS 2000 ST. STEEL c a> 4 ni A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o „ z °D z m z SILICONE rn 9 6 6 0 0 i I i i ii DOW 899 I ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. D a m u ! m i0 3 22 i 2 I !I 22 ! I. I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT I. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ' i t REQUIREMENTS OF THE FLORIDA BUILDING CODE. � it ii i i i ii I ! ' Engr. JAVAD AHMAo 23 23 23 I' I CML as 1 comply ng with Ow FlInift �y N F CJIN �5 0 2 Building Code 0 10 O Acceplance No U ' 2$. 10 29 E lion Date AT LU 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT By 29 WIDER THAN 36 ONLY WIDER THAN 36 ONLY 29 ALL SIZES LAM. GLASS AND INSUL. LAM. GLASS Miam"Dade Product Cm drawing no. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 205 109-12 GUZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) • �� N W/O REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE 0 WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' 0 � J WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q g a 37" 25" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 IL C 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 1 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 Qd M U 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8" 38-3/8" c . a 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 C t d 37" 38-3/8" 4 - 70.0 80.0 80.0 90.0 70.0 80.0 1 11" 12 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 - - 80.0 90.0 70.0 80.0 v A 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8- a M 50-5/8" - 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 {5} t', fl 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 9 70A 70.0 60.0 90.0 70.0 80.0 �O 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q W U. Ej 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" Vis) 12 70.0 70.0 80.0 82.6* 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 J Z - I 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 ill" 12 70.0 70.0 80.0 80.4 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 Q W 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 8D.0 80.0 90.0 70.0 80.0 Iu 37' 63" 4 68.9 77.5 80.0 90.0 76.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 84.0 80.0 90.0 70.0 80.0 53-1/8- 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 .80.0, :1.0 em •• * • rn • 74" 8 70.0 70.4 80.0 80.4 70.0 80.0 108" 12 70.6 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 94.0 74.0 •841.0 • -,P ur • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 •88.:r ' I '• • 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36- 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - ~ 80.0 90.0 70.0 $$ • .z-� (/} • •• 48" 4 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 •80.0 em W • 6a" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 8D.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 •09.9* �.; 1F-• •• 0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 •6 As � Y.•Ld Li � ;• W 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72' 60" •'•" 1- 00 • 9 70.0 70.0 80.0 90.0 70.0 80.fl V) .� .• 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) •• •�• i r3 rn 48" 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL •••• : 08, i pro I (4) so" 6 70.0 80.0 00.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 94.0 70.0 80.0 ( } = NO. OF ANCHORS PER JAMB Z• LL. co 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 _80.0 90.0* 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6* 70.0 80.0 o U Lu -7 Co. (D 48" is) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL `'' 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 94.0 70_0 80.0 MAX. LOAD FOR THESE SIZES IS -90.0 PSF (1/4W) (1/2W) (1/4W) 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 38" 4 70.0 80.0 80.0 90.0 70.0 80.0 _ W 48" 60" 6 Y 70.0 70.0 80.0 90.0 70.0 80.0 (6) � o � v 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 {1/3W) (1/3W) (1/3W) o N N 72" 8 70.0 70.0 80.0 87.6 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v 0 M w ( ) 0 IL = NO. OF ANCHORS PER JAMB Z ' " 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS o "' "' a °1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE. y GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ;u °cam " o W 'XOX' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAp PRODUCT REVISED N o CML 8s complying with the Florida cI FLA PE # 70592 C.A. 3538 Building Code O Acceplance1 15-03 W 4 m LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex imlionDale Rpf FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 0 20 %y 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i adc+ roduct drawing no. SEE SHEET 3 FOR DETAIL. W09-12 �- street 2 0f 7 TYPICAL ANCHORS SEE ELEV. w 1 BY FOR SPACING EDG DIST. tj N WOOD BUCK METAL D F i STRUCTURE MIAMI—RADE COUNTY APPROVED m o 4, ; v 4. a` a S b EDGE. DIST: EDGE DIST. MULLION & MULLION ANCHORS c 0 W Z e . , v Q e .' d . ° 4" SEE SEPARATE NOA � I $ o H .777. . . . : EDGE 01ST. m Q Q g I 0 a v 17 CC 0 >L o � _ �-- C � � 19 M 4r°9 g 1 0 CL rl 1 9 TYPICAL ANCHORS TYPICAL ANCHORS 0 to~ TYPICAL ANCHORS it to�� SEE ELEV. SEE ELEV. SEE ELEV. w 3 FOR SPACING FOR SPACING Q w FOR SPACING Z N = Lu MMN Q t1d F II WOOD BUCKS AND METAL STRUCTURE NOT BY EGO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM .ti •:• V . AND TRANSFER THEM TO THE BUILDING STRUCTURE. . . 1 o � •• Im saij 906.8• .'•� N •• • WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING •.966 a • t, 90*: 9 W R ' W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) •• 6 W e; • � AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •9.66• a O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) N woo w SEALANT CL 9 W ALL JOINTS •ANp FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY g 3'ca • E" 'I II ' PO 12 JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) �00. 0 C)I •1 • win ' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) _Z•�LJ,.. DIRECTLY INTO CONC. OR MASONRY o ,I II I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O d o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W �, w I + w a I II J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ,I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") + I I I INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o II II IALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) c N cbi II II 14 15 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2" o a o + i I ' TYPICAL EDGE DISTANCE 5 5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. Z E 0 � 2 n"' J� INTO WOOD STRUCTURE = 1" MIN. 18 ` W ag 0 a INTO METAL STRUCTURE = 3/4" MIN. �, 13 MSN �owQ c �n W,0 (n WOOD AT HEAD, SILL OR JAMBS SG =� 0.55 MIN. 10N o ao 0 0 0 0 3 to N = CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. (n N� O Q Q) U O W rn "+ C-90 HOLLOW/FILLED NORMAL. WEIGHT CMU AT JAMBS f'rn = 2000 PSI MIN. c 0 Engn JAVAD AHMADCIVIL o PRODUCT REVISED a ° ° 44 4 a FLA PE 70592 as complying with the Florida o ° ' :o d. ' C N. 3538 Building Code i. v° v Acceplaace No 6 g a .Q ^/0K 11t Ex irate Date ° ° 9 0 2 v a 4 \ $ I TYPICAL ANCHORS I TYPICAL ANCHORS Iiy ° a ! SEE ELEV. ° 1BY SEE ELEV. Mi ado Product' drawing no. W1 FOR SPACING WOOD BUCK I FOR SPACING W09-12 EDGE DIST. J EDGE DIST. sheet 3 of 7 1/4° MAX. �V W 1/4" MAX. SHIMS a SHIM L, J O I t BY 5 WOOD BUCKS Z 2, S C TYPICAL ANCHORS 8 2 TYPICAL ANCHORS 17T ° P. SEE ELEV. 12 N o SEE ELEV. o.- FOR SPACING tL f4 2 FOR SPACING _ _ -_ -_= 25 M V In h ram 17 20 — — — 1 1f4- � O d Uj -----SCREEN OPT. C3 0ILa 20 27 - - _ - -__ 0C3[C-0 � 4 STEEL REINFORCING } 12 o METAL AS READ. a �' STRUCTURE SEE SHEET 2 FOR CAPACITY ZZ WINDOW WIDTH Q W e XO LAYOUT ••. fl. to 1/4- MAX. •• • • W •• VENT WIDTH VENT WIDTH SHIMS • : • • z •• ••• 1/4" MAX. 0000•• c� • SHIM D.L. OPG. O D.L. OPG. layWO • C D 0000 WOOD BUCKS �••e*0 & �J• n. •• k17 7 0000•• N ••• 152 4TYPICAL ANCHORS •• ••• >04W ••• � U 17o.DSEE ELEV OR SPACING 0�••�0 � � V~'1� � �• 25 0 p ut • • • �� O O M �• ••� a _ _ _ •• • °uo? • _i IV 0 4 — - - — — �• Li—CO N O$ 20 1 1f4" o � 2 W o SC - v v~i f ----SCREEN OPT - =-_ __-_ REEN 0 ------ W ---- i J 20 27 w W rn M c c� is 17 4 >> 12 D.L. OPG. STEEL REINFORCING n AS READ. EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH o x W U p d Qq 41 � 4 O TYPICAL ANCHORS XOX LAYOUT SEE v a a o SPACING FOR SPACING n c CL u = IV A IV MIAMI-DADE COUNTY 10 APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING O O 'n' N1 tV ifI •� 0 0 0 0 0 04 M U O W O! O - - - -- - Engr. JAVAD AHMAD PRODUCT REVISED N FLA. PE I 70592 as complying with On Mod& C.A.N. 538 Building Code a AcceptancelVo a ' o LzJ — —SCREEN OPT. €x kation mate jaj W dljB Miam adeprodad drawing no. 12 WINDOW WIDTH WINDOW WIDTH W09- sheet 4 of 7 [� o EDGE DIST. METAL 04 STRUCTURE EDGE TYPICAL ANCHORS MIAMI--DADE COUNTY APPROVED a) LOR EE ELEV. DIST' MULLION & MULUON ANCHORS Z N SPACING � SEE SEPARATE NOAEOGfa V DIST. W 4 a IL 26 I . En A/ 28 X 28 , z 28 L ril 9 q v = ri ALT. O Q G vi L—JUIL— it �G TYPICAL ANCHORS TYPIGAL ANCHORS SEE ELEV. SEE ELEV. L4 z i9j FOR SPACING FOR SPACING ] W Q W • N • %n • L0 • c�) n 44 •••• �• • • • (!}• M v 00 •••••• Li • r� •• • • � to � •• •• R• tjmm • •:• •••••• VV• NIS • • • • 0) • • • ,,s•,, ��pp a•• •• • • obi �10, ' • p .. �. �. J 1/4- MAX. SHIMS �T' Z o 25 O J TYPICAL ANCHORS " U �w .1 SEE ELEV. w W FOR SPACING a rd 1 •1/4" marc In � F- .40 0 N N - p iv o w ,,, omFo TYPICAL ANCHORS �+► SEE ELEV. FOR SPACING w D MCI e a .q a1 0 0 o a 10 z z z Z3 A _ O1 cV P7 d 4/ ALT. � � amvow tn ' 28 e = 01 e N INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVMLAHMAD pRODUCT REVISED a FLA. PE 74582 as complying%vith dte Florida N C.A. . 3538 Building Cade c Accepo d a v , E isalion Delo •-t $ $ \ BY p v LjU 2015 Mimi drawing no. O 7 9�. W09-121 EDGE DIST. sheet 5 0 7 • r 2.750 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �V LU 1 FY201 1 FRAME HEAD 6063-T6to 3/16' y.. 2 FY202 1 FRAME SILL 6063-T6 - o 500 .71 - 3 FY203 1 SILL TRACK INSERT 6063-T6 Z r j 813 1.434 iv 4 FY205 AS READ. MOV. FRAME JAMS 6063-T6 - 0 Q 11.140_� 0 62 � � � ® 5 FY1OI AS REOD. FIXED FRAME JAMB 6063-T6 - Q 2 n a 1.718 6 FY104 1/ VENT FIXED MTG. RAIL 6463-T6 - O o O 3.249 .062 J7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - �+I 8 FY206 I/ VENT JAMB STILE 6063-T6 It c L9 O VENT TOP/BOTTOM RAIL STEEL REINFORCING g FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - C ep .813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - v p M 2'095 .519 130 10A FYI AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - �'&!a1 M rl 1.250 11 - AS READ. REINFORCING BAR STEEL - tL Qa C 1.140 1.610 K-P.045 0310-02 •703 .045 83 12 - AS REQO. REINFORCING BAR STEEL -FRAME HEAD -1.047 I 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. Q fn IL 2.246 1 047 �I y 047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON 46 E La� S 1.140 .062 15 FY209 2/ VENT ROLLER BRASS - Q W e�l g 1.1401.610 yp GLAZING BEADS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - .219 17 #8 X ," AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMSA• • o .813 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB : ••• j W ••:• I ® JAMB STILE 20 0300T190 AS REOD. BULB SEAL O-LON SCHLEGfL • �+ •• & •. 1.058 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETZ M1 �•• ,y •••• 2.063 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER,65*5 �a I,y`+j• 0, •••: 3.876 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE •••• ^� �+•• • ••• 078 2.501 •••••• N La i••• T 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. . . �- YI 25 #8 X 1/8- 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS )r- • ••:• 1.140 062 1.340 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRQDUMS� o•A M •• • 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL • • 1• d I• • 500 •• • E2 ••. J ••i 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL �' I,_ 00 l L1.344-129 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A �i` Z ,n Fes--2.754 1 O 7� MEETING RAIL U _j Q FRAME SILL W 11 WM � 2.188 1.314 U) r. V m 250 1.422 1.202 u o ot n p .340 .312 .062 0 0 ' a o 0 Z41 N - R 062go � 1.375 o a �3 SILL TRACK FIXED MTG. RAIL .500 1.1871 � .7560 � C d _ _7rT KI O O O O 062 2 a m o o w 082 o o r 2.750 2.812 2.812 2.750 2.688 Engr JAVAD CIVIL PRODUCT RBVIS33D e 8 0 as complying with ilte Florida FLA. PE # 70592N _ t3uilding Cbde o r.062 LC 38 Acceptance No is i?r. iration Date Y.500 $ -` vL769 874 I�.969 $YIv1i�u i Dade Product CositrdW09-12 r�owing nrod. 1.687 ,.688 2.61, 1a 09-1 L O MOV. FRAME JAMB O FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet 6 of 7J I O 17 17 �2 I rn Z 0j o_ � Q F•a51 ` t � N a � ' �. o 0 -1 � e U. t- p49 9 ada S o �W� aW3 9 J gin Z5 FRAME • N U•• O FRAME TOP CORNER •• • �. ••. •. z VENT TOP/BOTTOM CORNERS •••••• (n �••• ...... >V W .8 ... 17 • • • Cn •• �y Z} v7 W O 0 -ta U w �U LL, QI T T !'i x Z l=am V! (!1 K V) VI !a LA Vl V/ VI Q , r r :ynQ ZZd zZa 6 U U j ' CL O O O O 3 Z Z Z Z y $i N M �t n r �i vi } u 0 0 0 0 E Q m U 4 w •_ 01 O Engr. JAVAD AHMAD PRODUCT REVISED 4 tl CIVIL eq as complying with the Florida iv a FRAME BOTTOM CORNER FLAGA E # 70592 UuildingCode o 3:C . 3538 Acceptance No tS-0 28.405 ax ifationDate j9 ro to 18 E sY 2d1� PcoQtut drawing no. W09--12 FIXED MTG. RAIL CORNER sheet 7 of 7 4f1 t" IBJ E I �� ` MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DE AR 1}` FGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 4D,1A COD MINISTRATION DIVISION T(786)315-2590 F(786)315-2599 � OT-1 OF CCEPTANCE (NOA) wiviy.miamidade.aov/economy Florida Window Systems,Corp. 7191 NW 77 Terr. (iL �0Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W07-80,titled"Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 10/15/07,with revision A dated 03/05/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. �j 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, (� model/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 I�i 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. �+ J INSPECTION: A copy of this entire MA sbltlr Jt �rOvtddd:to the user by the manufacturer or its distributors and shall be available for inspegrrena t the Jeb side Wfie laquest of the Building Official. This NOA renews NOA#12-0315.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was revie,,yed by1Iangei ec ez,F4h .. % . . % . . . . . . . . .. ... . ... . . . NOA No.13-0402.01 MIAMbDADE CQUNTY ; Expiration Date: May 01,2018 Approval Date: May 16,2013 1 Pagel Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-80, Sheets 1 through 7 of 7,titled"Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)", dated 10/15/07,with revision A dated 03/05/12,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0315.08) B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417,dated 12/13/07,signed and sealed by Candida F. Font, P.E. (Submitted under NOA#O7-1025.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-05-1944,dated 12/13/07, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#07-1025.09) 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)Forced Entry Test, per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1439,dated 12/13/07,signed and sealed by Candida F. Font,P.E. (Submitted under NOA#07-1025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation,dated 10/17/07, signed and sealed by Humayoun Farooq,P.E. (Submitted under NOA#071025.09) 2. glazing complies with ASTM E1300-04 .. ... . . . . . .. D. QUALITY ASSURANCE 1. Miami-Dade Department afto littc yVnd•�'P: mic Resources(RER) • Manuel Pee11'P E. ' •' Product Control E" cr ... . ... . . . NOA No. 13-0402.01 Expiration Date: May 01,2018 Approval Date: May 16,2013 ... . . . ... . . Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastern Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite GIass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.14 issued to Eastern Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,exphing on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 01,2013, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 12-0315.08, issued to Florida Window Systems, Corp.,for their Series"FWS-300"Aluminum Horizontal Sliding Window—L.M.I., approved on 06/07/12 and expiring on 05/01/13. . .. . . . . ... . rr , • • Manuel Perez, ' ' ' ' ' • ' ' Product Control Exa • •• • •• • • •• "' '" • NOA No.13-0402.01 Expiration Date: May 01,2018 ... . • .. . Approval Date: May 16,2013 ••• • • • ••• • • } Ill 1/4" 4ftu 74" WINDOW WIDTH WINDOW WIDTH -J 13 1/2" MAX. z n 13 i/2 A4AX. HEAD/SILL G HEAD/S1i L g" fox, N � 0. 9" MAX. FALSE MUNTINS 8" MAX. MTG. STILES 2 � 6„ MAX. MTG. STILES (SURFACE APPLIED) O 9`� HEAD/SILL MAY 13E USED HEAD/SILL A CORNERS A CORNERSit II tI n ti 11 h Cf •Qd ll 19 — II II +I \ 0 R n \ 9 \ — -- Q M x 6+to of q I! v tO yg �j II z tt" Ii 3 +1 �i It t It..._ .. � Q. 11 N Il If 1t O 0)i II 11 � 8 n cI q A � N Ii II L rp Lu y " " pD 33 t/2" 33 1/2" 33 1/2" � V 33 1/2 33 7/8 D.L. OPG. n D.L. OPG. D.L. OPG. ;� n D.L. OPO. D.L. OPG. c� _ co 37 1/8" 37 1/8" p to 37 1/8 VENT WIDTH VENT WIDTH VENT WIDTHQ TYPICAL ELEVATIONS SSSS• 0012 .... • {•• SSSS•• SSSS• re fa m • • Soso •0600• • • SERIES FLYS--300 SSSS• • ALUMINUM HORIZONTAL SLIDING WINDOiY '• •' �' •••••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER56.6• • • • a CHARTS SHOWN ON SHEETS 2 & 3. te .• -6 so: . • r ..... APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • • COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING i;ontlCr i with(Ie pl as rompil3ng►vltti the 1�Iot�.. MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. 'tuidingCode LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Acceptance No ,c;I N WILL APPLY TO ENTIRE SYSTEM. F.xiratiott>2ate '/ o g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � Afia-Mr. e P�dlteto � � a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY I•� HURRICANE ZONE (HVHZ). r. a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCTRi3VISED LOADS TO THE STRUCTURE. Engrs„ VAD AF+MAD with the AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. "mi. as complying a ANCHORS SHALL BE L , SHUTTERS ARE NOT REQUIRED. Edit PE C582, Bnitdiii$owe1l4 EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. d4 iV.13538 ' ACCCptalloB No UJIM ii.s� gx iratimtDate ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ,f ' 1 Dq NOT PART OF THIS APPROVAL. .` 1� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. PrwSuct�Cct Browing no. W07-80 MATERIALSMATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT V COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I�Y��.� 2 1Z s11eeE 1 of 7 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DESIGN LOAD CAPACITY -- PSF XO OR OX SIZES GLASS TYPE 'A' GLASS TYPE 'I1' o WITHOUT REINFORCING WITH REINFORCING z ] WINDOW DIMS. A 14/0 SHEAR CLIPS WITH SHEAR CLIPS if/0 SHEAR CLIPS WITH SHEAR CLIPS Q_ � z WIDTH HEIGHT EXT.(+) INT.(--) EXT.(+) INT.(-) EXT.(+) WT.(-) EXT.(+) INT,(--) f•' sac 26-1/2" 4 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 � � g� 2 37" 26" 4 66.7 75,0 66.7 75.0 80.0 100.0 80.0 100.0 �+ v 53-1/8" (2) 6 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 74" 6 86.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 A 26-1/2' 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 $ 4 37" 38--3/8" 4 66.7 75.0 66,7 75.0 80.0 10010 80.0 100.0 a 00 53--1/8" (3) 6 66.7 7510 66.7 75.0 80.0 100.0 80.0 100.0 Q 0 Q 74" 6 $6.7 76.0 66.7 75.0 80.0 82.1 80.0 100.0 0 00 O 26-1/2' 4 66.7 75.0 66.7 75.0 80.0 100.0 60.0 i 00.0 37" 50--5/8° 4 66.7 75.0 66.7 75.0 80.0 82.8 80.0 100.0 Q --1 8" (4) 6 64.5 64,5 66.7 75.0 64.5 64.5 80.0 100.0 SILICONE 53SILICONE i 0 / 001Y CORNING 798 0014 CORNING 795 J 0 � 1 74" 6 54.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 L Q 61. 26-1/2" 4 86.7 75,0 66.7 75.0 80.0 82.6 80.0 100.0 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 37" 63" 4 62.3 62.3 66.7 75.0 62.3 62.3 80.0 100.0 53" (5) 6 1 47.2 47.2 86.7 75.0 47,2 47.2 8010 10010 .090" INTERLAYER .075" INTERLAYER N SAFLEX WS BY 'SOLUTIA' VANLU CEVA STORM COMPOSITE BY 'SOT 74" IA' 6 38.2 38.2 66.7 70.1 38.2 38.2 80.0 92,8 24" 4 86.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 1/8" HEAT STREN D GLASS 1/8" HEAT STREN'D GLASS V) 36" 4 66.7 7510 66.7 75.0 80.0 100.0 80.0 100.0 a 't 48" 24" 4 66.7 75.0 66,7 75.0 80.0 100.0 80.0 100.0 SILICONE SILICONE W (2) �'' DOW CORNING 795 DOW CORNING 795 U 60" 6 66.7 75,0 66.7 75.0 80.0 100.0 80.0 100.0 tm 72" 6 66.7 75.0 66.7 73.0 80.0 100.0 80.0 100.0 z z cfl 24" 4 66.7 75.0 $8.7 75.0 80.0100.0 80.0 iv j M N 36" 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 I� �-' i t I :� z M 48" (3) 4 66.7 75.0 66.7 75.0 $0.0 100.0 8010 100.0 60" 6 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 • I a• •••••• o� • 8 88.7 75.0 86.7 75.0 80.0 8$.9 SO.fl 10.0 •� � 72" 0 0 . �. ....•. 24" 4 86 2 ••: .7 75.0 8$.7 75.0 80.0 ]00.0 80.0 100.0 20 36" 4 66,7 75.0 66,7 75.0 80.0 90.8 80.0 100.0 + u- 4 } 48" 48° k 66.7 74.10 66.7 75.0 74.4 7k.4 50.0 100.0 GLASS TYPE 'A' GLASS TYPE 'I3' ••••• I' (`� �- •••• 00041 6V' 6 65.6 85.6 66.7 75.0 65.6 65.6 80.0 100.0 • • GLAZING OPTIONS •'••• 72" 6 61,0 61.0 66.7 75.0 61.0 61.0 80.0 100.0 ••�•• .�•: ....•. 24" 4 66.7 75.0 66.7 75.0 80.0 95.5 80.0 100.0 ••0:0 • 36" 4 66.7 67.7 66.7 75.0 67.7 67.7 80.0 100.0 ' • • 0 ...... 48" 80 4 54.2 54.2 66.7 75.0 54.2 54.2 80.0 100.0 : •• C�+ • g0" (5) 6 46,5 46.5 66.7 75.0 46.5 48.5 80.0 100.0so •••••• �q 72" 6 41.8 41.8 66.7 75.0 41.8 41.8 80.0 100.0 t{3 q 1tOI}UC'r FIEN[;tt'�iP ;� A N0. OF ANCHORS PER HEAD & SILL as complying with the Fiorw. ( ) Code - NO. OF ANCHORS PER JAMB Acceptancee No 1y plratton to i ♦"r 0 N v � ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL E„ ��AO• 0 PRODUCrREVIMD a e '� _ FOR STD. SILL (NO RISER) LIMIT {EXTERIOR(+) LOADS TO 66.7 PSF SGML B ildingCode tt't1re(t b F,& As PE 70592L Building Code SEE DETAIL ON SHEET 4. t:J►N, R�19 AcceplanoeNo -� ' t" MI10 Date �. $ �. �� NOTE: ' `•i �Y GLASS CAPACITIES ON THIS SHEET ARE � � ;', Mia I ado Product t"o of drawingi;6 BASED ON ASTM E1300-04 (3 SEC. GUSTS) %Ar -I AND FLORIDA BUILDING COMMISSION ;M�Y��� � jz DECLARATORY STATEMENT OCA05�DEC-279 sheet 20f 7-11 In DESIGN LOAD CAPACITY - PSF (XOX SIZISS) DESIGN LOAD CAPACITY -- PS)* (XOX SIZES) GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'I3' � I WITHOUT REINFORCING IYITH REINFORCING IYITHOUT REINFORCING IYITH REINFORCING � c IYINDOW DIALS. A W/0 MAR CLIPS WITH SHEAR CLIPS W/0 S}i1;Att CLIPS WITH SMEAR CLIPS VINDOIV DIMS. A tY/0 9H13AR CLi9S t4lTfi SHEAR CLIPS lY/0 SHf3AR CLIPS 111TH 3fiSAR CLIPS O �` WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.{-} 1=XT.(4) 1NT.{-) EXT.(+) INT.(--) EXT.{+) INT.(-} ia 74" " 4 66,7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 74" 4 66.7 75A 66.7 75.0 60.0 100.0 80.0 100.0 � 106-1/4" (2) 4 66.7 75.0 $8.7 75.0 80.0 100.0 80.0 100.0 106--1/4" 26" 4 66.7 75.0 66.7 75,0 80.0 100.0 60.0 100.0 U 1110 6 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 111" (2) 6 66.7 750 66.7 75.0 80.0 10010 80.0 100.0 If � 74" 4 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 74" 4 66.7 75.0 66.7 75.0 $0.0 87,6 80.0 100.0 u; 106-�1/4" 38-3j8" 4 86.7 75.0 66.7 75.0 77.5 77.5 80.0 100.0 106-1/4" 3e--3/8 4 66.7 75.0 66.7 790 80.0 92.9 80.0 100.0 0 � N 3 N 111! (3) 6 66.7 1 75.0 66.7 75.0 80.0 81.7 80.0 100.0 111" { ) 8 66.7 750 66.7 750 80.0 88.5 80.0 100.0 v 00 M 74" " $0-5j8" 4 68.7 87.6 68.7 75.0 67.6 67.8 80.0 100.0 74" 50-5/8" 4 68.0 86.0 86.7 75.0 68.0 660 80.0 100.0 0 a f4 106-1/4 (4) 4 55.8 55.8 66.7 75.0 55.8 55.8 80.0 T 00.0 (4) 0 � �0 6 64.9 54.9 66.7 75.0 54.9 54.9 80.0 100.0 63" J 74 4 47.4 47.4 66.7 75.0 47.4 47.4 80.0 100.0 u, 74" " 4 49.8 49.8 66.7 75.0 49.8 49.8 80.0 100.0 {5} {L z N 106-t/4" 63 4 39.1 39.1 66.7 71.9 39.1 39.1 80.0 95.1 72" 7 68.7 75.0 86.7 79.0 800 100.0 80.0 100.0 w to 38.2 38.2 66.7 70.1 38.2 38.2 80.0 92.8 84" 24" 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 12 72" 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 96" (2) 9 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 84" 24" 9 66.7 750 66.7 75.0 80.0 100.0 80.0 100.0 l08" 9 $6.7 75.0 66.7 75.0 800 100.0 80.0 100.0 86" (2) 9 66.7 75.0 88.7 75.0 $0.0 100.0 80.0 100.0 72' 7 66.7 75,0 66.7 75.0 80.0 95.7 80.0 100.0 O 108" 9 66.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 840 36" 9 66.7 750 66.7 75.0 $0.0 92.6 800 100.0 U ,s 72" 7 66.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 96" (3) 9 66.7 75.0 66.7 75.0 80.0 $0.0 80.0 100.0 N 84" 38" 9 65.7 750 66.7 75.0 80.0 100.0 80.0 100.0 108" 9 66.7 750 66.7 75.0 80.0 9616 80.0 100.0 g 96' (3) 9 66.7 75.0 66.7 75.0 80.0 92.0 80.0 100.0 72" " 7 66.7 72.9 66.7 75.0 72.9 72.9 $0.0 100.0 108" 9 88.7 75.0 66.7 75.0 80.0 80.0 80.0 100.0 84" 46 9 66.7 68.4 66.7 75.0 88.4 68.4 80.0 100.0 N w U 72" 7 86.7 74.4 88.7 75.0 74.4 T4.4 80.0 1040 96" (4) 9 61.5 61.5 66.7 75.0 61.5 61.5 80.0 100.0 x W�to 84" 48" 9 66.7 68.0 66.7 75.0 68.0 68.0 800 100.0 72" Bon 7 51.7 51.7 88.7 75.d 51.7 5T.7 80.0 100.4 Q I-- 96' (4) 9 63.7 83.7 86.7 75.0 83,7 63.7 80.0 100.0 (5) at z ^t7 108" 9 61.0 61.0 66.7 75.0 81.0 1 61.0 80.0 100.0 0 A ; NO. OF ANCHORS PER HEAD & SILL �+�• • ' 72" 7 54.2 54.2 66.7 75.0 54.2 54.2 80.0 100.0 ( } NO. OF ANCHORS PER JAMB �..• •t O�'`r, •••g:• 84" 80" 9 48.7 48.7 1 66.7 1 75.0 48.7 48.7 80.0 100.0 98" (5) 9 44.7 44.7 66.7 75.0 44.7 44.7 80.0 100.0 •,•• 108" 9 41.8 41.8 86.7 75.0 41.8 41.8 800 100.0 • • �•r-L y •••• atn •s••• A - NO. OF ANCHORS PER HEAD & SILL �: • • = NO. OF ANCHORS PER JAMB •s • . • •••••• (1/4W) (1/2W) (1/4W) • o s • • • • • • s (1/31+1) (1/3W) 0Am) Lj 1400VCt'RENExvLfp cc 0 OPERATING VENTS TO 8E 1/4 OF THE WINDOW WIDTH 4s Complying with the Flvr dl,'tnldingCode a. Acceptance No )z xplratiaa Date is L-JL IL-- BN OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH Item Ide IPrAdttct!Lro S v~ P a ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE 'g FOR WINDOWS WITH APPLIED RISER AT FRAME SILLE .syr � Q ' PliODUCrRUVISED a g FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF XML. as complying with tiveFiffi ac"i N f ^ti.a.• 09 . re oe5?3AtPimiNSEE DETAIL ON SHEET 4. tix irioDateetn •� a \ ,t ui NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E 1300--04 (3 SEC. GUSTS) . W07-80 AND FLORIDA BUILDING COMMISSION AY44.'2412-' DECLARATORY STATEMENT DCA05--DEC-219 "�t = sheet3of 7 TYPICAL ANCHORS 'TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR C{ G 000 SEE ELEVS. FOR SPACING rJ O rri I MIAMI--DARE COUNTY APPROVED- -WOOD �+ a a: d W00D BUGK METAL MULLION & IdULLtON ANCHORS o 0 d Q STRUCTURE SEE SEPARATE NOA I SHEAR CLIPS A LONG AT �, Q i 1 ANCHOR LOCATIONS `_- " SfiE SHEETS 2 & 3 U I FOR CAPACITY Q, _ — Q; C1 li 11 7 TYPICAL ANCHORS � � SEE ELEV. FOR SPACING x if �i II II it TYPICAL ANCHORS: SEE ELEV. FOR SPACING t: I: 114" TARE NS BY 'ELCO' a: WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES O 01 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-3/8" MIN. PENETRATION INTO WOOD U <n ao AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1BY BUCKS INTO CONC. OR MASONRY 11 1[ {I jl ca !i !i ii ti 1--1/4" MIN. EMBED INTO -CONC. OR MASONRY � N I� I� ji ji i1j DIRECTLY INTO CONC. OR MASONRY I: : 0 ii it j! j! � 1-1/4" MIN. EMBED INTO CONT. OR MASONRY a O �� tE o W 912 SMS OR SELF DBILLING SCREWS D M 01 j j, !� I� !i INTO METAL STRUCTURES -, Q l' I% (• I• • • •• 'd 0000•0 W i! i! I! I! STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) o i! i! fi ij ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) •• �•z••!. • li ii II !1 • (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINT�IIX' �•� '•'••' I I I I 0000• Q CI� i••••i I: !: 0000 • • 02 SMSOR SELF DRILLING SCREWS to �•��•� I! 11 I! II 0000 0000• ij ij tj !j INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090Z')�•• ••%••• i' l' •• •• • • 0.00•• 1= I' I •I jt jl (NO SHIM SPACE) is �= MINIMUM EDGE DISTANCE • it ii !i !i INTO CONCRETE AND MASONRY n 1-5/8" MIN. ' %.••.; INTO WOOD STRUCTURE 1" MIN. •• 2 E • 7 1/16" X 1" RISER INTO METAL STRUCTURE 3/4" MIN. • jj jj Ij li ADHERED t'0 SILL v ij Ij z2 is !s WITH SILICONE SEALANT: j! i! ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ►! I! 14 SEALANT. N o 9 F z ' WEE HOLES• `� 17 10 1O a W1 R 1" X 1/4" WEEPHOLES AT 5" FROM C i� EACH END B Egti,J/VtJYLAH' •PRODUCT RUVISED S g �A 1► PE�iVvj x7 592 a complying%villt the A a � t20oilcT 1jENE%vL C.A.N),, i s 11�:iding Coda �tt222 da ° 10 X 3/4" FH SMS ,Acceptance No 4 " / " 2 PER CLIP aS complying Stith the 81ori& a t S X 1- 1 2 PH 5A13 °. 2 PER CLIP REINF. VlOWS� ONLY} RsildinrOodc ti ,�-piratiot Data A ° REINF. WOWS. ONLY} Accepta"re No 6 I ` F.x Irolio Urtte /��; By adePradtsl¢A drawing no. 4 Q a ° REINFORCED SILL INSERT ,fp i' I 77"'U Qo TYPICAL ANCHORS fiy `v�� �`- •. W O/ SEE SHEETS 2 & 3 FOR CAPACITY SEE ELEV. FOR SPACING {llfanii a P- 'uctCo11 " ;'1 � `.��� N1AY 2 42012— $I het 4 of 7 ' ° ° ° ° ° SHIM VENT WIDTH 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 13 TYPICAL ANCHORS @ SEE ELEV. FOR SPACING a. IL STRUCTURE 21 SEE I IPT- L- -- �\�. ,,11 - 8 By 1% .0 WOOD I3uCKS aAT Y FROM ENDS ALUM TUSE ACCESS HOLC EXTERIOR 3 WINDOW WIDTH k- OX OPPOSITE Of 1 le SHIM W SHIM VENT WIDTH MAX. TYPICAL ANCHOR$ Lu 12 SEE ELEV. FOR SPACING 0 VENT WIDTH OPTIOM TO TYPICAL ANCHORS SPRING LATC14 I-;; FOR SPACING 22 STRUCTURE 21 5 WOOD STRUCTUR so 0 ° °= ° ° 3 EXTERIOR 0000 C�o 040 °°°°°° ° ° 2.695 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIRR/RHMARKS 062 i FW5^022 1 FRAME HEAD 6063-T5 - -� onp .062 L---- 2 FIVS-026 1 FRAME SILL 6063-T5 0 1.250 .414 1.250 3 FYIS-019 1 FRAME JAMS VENT 8063•-T8 z IL 1.875 1,031 f - 4 P3'{S» 1 FRAME JN:IB FIX. 6063-75 0 L5 FWS-025 1/ VENT FIXED RAIL 6063-T5 I s 1.250 a 6 FWS-024 1 j VENT VENT MEETING RAIL 6083--T6 7 FITS-•016 2/ VENT TOP AND BOTTOM RAIL 6063--T5 [u VENT TOP/BOTTOM RAIL 8 FVIS-023 1/ VENT JAMB STILE 6063-T5 a 9 FWS-029 AS RE00, GLAZING BEAD 6063-T6 - sq et �1 FRAME HEAD 1.785 tO PWS-018A 1 6" LONG SILL TRACK INSERT 6063-T5 AT FIXED RAILS ONLY irl 11 AS READ. SHEAR CLIP 2" LONO 6063-TG AT ANCHOR LOCATIONS (�" V! S 1.188 1.383 '062 12 FWS-•018 2/ VENT VENT LATCH 8063--T6 AT 10-1/2" FROM ENDS V � �IF � 1.813 12A - 2/ VENT CAAi TYPE SIYEEP LOCK ZAPAAK A7 13-7/8" FROM ENDS V to .625 1.250 t3 14-6010 1/ LATCH VENT LATCH SPRING ST. STEEL 14 RH-2500 2/ VENT ROLLER HOUSING & GUIDE PLASTIC M&M PLASTICS 17 FWS--075 AS READ. BAFFLE NYLON M&M PLASTICS 1.250 .625 18 #8 X 1--1/4- AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 3.037 1.756 2.250 19 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS .062 @) JAMB STILE 20 - AS READ. GLAZING GASKET VINYL - Q, •r 21 E-205 AS R£QD. BULB YI'STRIPPING FLEX PVC `� U 1.785 22 W232 1I 1NO AS READ. WOOLPILE PPSTRIPPING - ULTRAFAS OR EQW. i p82 25 - I/ VENT 5/16" BOX SCREEN - OPTIONAL Ib--- 2.605-- FRAME .695 FRF►ME SILL 1.002 0 :-5:: ""00 W, N 1.454 1.160 • o •••••• MEETING RAIL ••••• •••••• • ••••• L'3 O ado • 1.540 2.065--j ••••• V r� 0 • • 094 062 ••••9• • ••i••• be* 10 •,a 0SILL TRACK 1.435 1.2$0 • • .250 • • 8 • • fI 062 �••• c 0 • :••••: .912 1.410 •RQDUt'✓I'RENEVY�r 1.000 tJ5 FIXED MTG. RAIL SHEAR CLIP as complying with the N701 _hiding Cade g, Acceptance 1Yo 'c' E,ci .780 1.807 .750 Expiration l7>Lt¢ f c a o .y D t2 VENT LATCH hi[an1 cil' 1tct. 'f m o � � c F.0012 .062 t • n • o 418 2.769 2.769 Eng}s'.t.4" AH,MAO [�RODuff RRVISFU ,° c 05041F1�ti�Pl:MgL 70592•, ` as complying with the Ffm*p a . Z`.A N.3536 .l3ulldiiig Colts - .59k 1.250 1.250 ' ,'A F-vir-cceal o Vete 528 \ .�iiani ado tyro drawing no. t 1.375 1.375 wog--so IJ9 GLAZING BEAD FRAME JAMB (VENT) FRAME JAMB (FIX) ,:'t`!�Y•'2 ZQ�z sheet 6of 7 18 18 z I 0 IL l � n W W FRAME TOP CbRNER VENT 7OPjBOTfOM CORNER w co ..... ©z 0 ....:. 18 ...:. air p ..... ..... s ftOnucr RENEW-o 4 aS coh1pfVtnge +ith the Klo 7 IX 4uldln8 Cod 9cieptanceNo 3-04 R tirafion Date :> � N o c •r 1}y MIAMI ade p o a I £ngn4AVAU MAt) PRODUCT RBVISBD u C, `1A.t I CML 7059? ns cotnptyfng with the plaWR o Q Building code 3538 Accoptanoo No .� o <}, piratio t Date r •'' $ u FRAME BOHOM4 CORNER i Miam a Cof a1 drowing no. FIXED MIG, RAHOC RNER t W07-80 sheet 7 of 7