Loading...
WS-16-1355 � •i � i1 3z Miami Shores Village pdim# I nE�+4,1,1 huWert 10050 N.E.2nd Avenue NW `•" ""' Miami Shores,FL 33138-0000 E Phone: (305)795-2204 �i `E � Expiration: ll/ y� j 2016 Project Address Parcel Number Applicant 273 NW 91 Street 1131010331310 Miami Shores, FL Block: Lot: WILLIAM&STEPHANIE DANIEL Owner Information Address Phone Cell WILLIAM&STEPHANIE DANIEL 273 NW 91 Street MIAMI SHORES FL 33150- 273 NW 91 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 DVG BUILDERS INC (305)506-7308 _. ., .. . _.___ _. _..__ ..:... _..... . Total Sq Feet: 0 Type of Work:1 IMPACT DOOR AND 4 IMPACT WINDOWS Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-5-16-59827 DBPR Fee $2'25 06/01/2016 Check#:1759 $ 119.90 $50.00 DCA Fee $2.25 Education Surcharge $0.80 05/18/2016 Check*1739 $50.00 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $169.90 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: I certify that all the foregoi ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I author' the a ve- ontractor to do the work stated. June 01,2016 Authorized Signature:Owner / AWfcant / Contractor / Agent Date Building Department Copy June 01,2016 1 Miami Shores Village g MAY 18 2016 F Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 a Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 SPA BUILDING Master Permit No. LLS 16— iS&I-S PER IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2-113 Vq yJ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: \1- 3101 - 0 73 - 131 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: est OWNER:Name(Fee Simple Titleholder): S�-C.� n�� QG+ n�t� Phone#: Address: _213 as '%k S�- City: Mky'-\" S State: Zip: -3 315 0 Tenant/Lessee Name: n Phone#: Email: �i-e,��,.�.��h�� �5 ��� co" CONTRACTOR:Company Name: 'V�S)G �►�� Phone#: *70S V(o-130 p Address: X3''116 vJ 3 Y el City: \-� \-c-,\) State: fA- Zip: Qualifier Name: 4A Phone#: ?05_5-0(®-7309 State Certification or Registration#: L C,C 1'ft 271 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 4A .&Z 1), Square/Linear Footage of Work: Type of Work: ❑ Addition [Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: , \rw(s"J- y0o'r "k hn e-kc.{- W +r.AQWS Specify color of color thru tile: Submittal Fee$ Permit Fee s1;' ° o c) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) J f 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 commencemen ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit ' issued. In the sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR (dbeforemethis The foregoing instrument was acknowledged before me this Thefo going' strument was acknowled day of Aft .20 I V by ay of ,M A 0 20 `lo by who is personally known to ®ra.n LaGrciti who is personally known to me or who has produced (CLQ%, as me or who has produced KID V. as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: pp Sign: Print L n �Y Print (n Seal: �ot0;`::;lBo� RoBERTOREINHARDT Seal: rr * MY COMWSSION#FF 131389 got ;••Uer% ROBERTO REINHARDT EXPIRES:June 27,2018 * W COMMISSION#FF 131389 �TQjFOF FLO0 Ba Thal udget N ry swim � c EXPIRES:June 27,2018 Jk&4Jk JX JN NJ Ne,k,N,p JkJk JkJk ye B„N,y,y>(,Jk Jk k Jk Jk Jk Jk+k R k N+k�c 4*+k �5/�Jk*k k kk kAJkJk NJk*JkffiJk JRk kAkJk JkffigR�+k k� fdq�5R�P1A7P k k k*ffikk Jk,k JkJk Jk*k*k APPROVED BY V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) (O vv s%,- tN b go . i'S-o Jo b3,i3 Customer Name: tssea sly+� \7o -�a�t-�,' i'S-o�2�•�S Address: , 3 NK,) f XOL W. aOs-i`813fl --- r SS� Phone numbr: -:36S"- 7-7,5 :Z(22 Ix f f-Mail: 2/sgv%1 MAY 1 8 2016 P L s•a•i•T,iii 4 F • �_ ... 4 s' R i _1 y � f •••r• • ; •�•t j r•••ii t z_ • •� R _ __ �� t _ e t ; s•s•�� ' j rt ;•• t•t•••: k_..t i r < j I. 1 ....,. , • r t I 77 _ — , ' •' __.� , _ 1. _ + 1 • � _.J...-.. .' �,._.) •._:. ._, .t-. ,fin. _ t_- v ._...�.^T ..,A. .. i t 3 —f- 3, •i ,. S 1 t � i � f 1 1 i _. - is Y A ••_ -_..._ .;....moi __ j � =yz^ - � 1.•Sror-�-le� �- i j , t ^_ i i ,_`'-.'z , k_ DAl ; ' t t ^, t , , _ . i tB jr-i O Gtiv1PLG��r 17iTH [ZR7k� X _ __ - i FEM i ' STATEAI,Vi5t4C,1.iN'4°fal,LL-:8'*•dREGUIiAIpIONS: _. J. , DANIELS RESIDENCE 273 NW 91sT STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 5 OPENINGS (1-5) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 15-0603.13 36 80 +40.4/-54.1 5 2 15-0728.05 53 50 +40.4/-54.1 5 3 15-0728.05 53 50 +40.4/-54.1 5 4 15-0728.05 53 50 +40.4/-54.1 5 5 15-0728.05 53 50 +40.4/-54.1 5 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • • • • • • • • • • •• • • • • • •• • • • •. . • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . RAMMS - ENGINEERING, I . Kd - .85 . 2100 W 7.6 Street, Hialeah, Florida 33016 F RIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 119 - - 24 ASCE 7-10 WIND COD DESIGN WIND LOADS IN PSF MIAMI DADE 175 MPH WIND ZON Interior&'Exterior Zones (48alls) P ressures Exposure C For the .175 mph Wind Zone ORI 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30. 40 50 60 (M um 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 47.740.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44;9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 =Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Trii utary Area in Square.Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 43.8 .42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 .-43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -46.6 -45.1 . 40 -53.6 -51.4 -50-1 . -49.1 -48.4 -47.8 - 50 47.8 -50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 53.4 -52.6 -62.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone., CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 40 50 60 Ma um -1.29 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50.4 -48.3 -46.8 -45.6 • -44.7. "216 .:• ••: - X3.4 . . -51.1 -49.5 -48.3 47.3 25 •• •• •.• -5 .8 . --53.4 -51.7 -50.4 -49.4 30 •• ••• -62.3• • =58.1 -55.7 `-53.9 -52.6 '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 : : �. : -q64. Y -61.9 -60.0 -58.5 60 E• 4.9•• �6ly b -64.2 -62.2 -60.6 Length of Eruj Zgne ja); J QOJ%of least horizontal dimension or .4 h, whichever is sma r but not less•tgan;40/64444ast hbrizdntal dimension or 3 ft. (h = mean roof height flee ). NOTE:AN A-Rt!b0t:fIdN4F fAE!tOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: a MIAMI•DADE MIAMI DADE COUNTY EVIKKE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2390 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.eov/economy co in ow ystems,LLC ' 91.14 NW 106 Street 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 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 Cade,including th H' DESCRIPTION: eries"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DO NT:Drawing No.W09-12,titled"Eco- uar - 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- 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 wl a man a urer 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 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 distributojs ana UaA be availabldt f4elspection at the job site at the request of the Building Official. This NOA*rgvisi rj"�j 14-6:07.41 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as apftovSf docdfientmentioned•above. The submitted documentation was reviewed by Manuel Perez,P.E. • • • :Date* A No.15-0728.05 Mtl►M E U ;• • ••% Expiration May 27,x019Approval Date: tember 03,2015 s124�t5 Page 1 0000 . . 0 460 - 0000 . 0000 . . . . . . 0000 . . . 0000 000 0 0 0 000 0 . r ' Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED 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 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation,signed and sealed by 3avad 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-7635,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 underNOA#09-0312.08) 3. 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-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC 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-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. ." Mb}rifktad x4d*WA#09-0312.08) . .. . . . . ... . .. ... .. . . . .. Manue er ,P.E. • ••• ••• • • x iner • ' ' NOA No. -0728. •�' •• ••• �• ' Expiration Date: May 27,2019 •• Approval Date: September 03,2015 E»1 ••• • • • • Or . • • .. .. . • . •• •• Eco Window Systems,LLC. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS(corrrnvuED) 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 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-08-2228A,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 Candida 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 201-94 2)C.y_clic 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-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NDA#09-0312.08) 9. 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-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. ••• ft bin jttgd ptd®r OWA#09-0312.08) . .. . . . . ... . .. ... .. . . . .. Manuel P ez,P.E. • ... ... Product Control xa iner • " " ' ' ' ' ' ' OA No.15- 728.0 "� i• " •"• i s ' ' Expiration Date: May 27,201 • "" 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 5th 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(P 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 5th 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 thea Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 04/10/14 and expiring on 05/27114. .. . . • • • Manuela z,P.E. • •.• • .•. • • Product Contr I caminer • • • • • • • • • • vo. 5-0728.05 •i i• • ••• i• • •i i i Expiration Date: May 27,2019 •• • • ' ••• • Approval Date: September 03,2015 E-3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • 7 ti 111' (2)ANCHORS AT MLO.STILE ENDS M V WINDOW WIDTH WINDOW WIDTH (4)ANCHOR REDD.FOR SIZES AND LOADS �� MARKED WITH'v ON SHEET 2 ONLY 1 4' 3 1/2'MAX. 10$/8'MAX. 4' app Z HEAD •• 3' — HEAD/SILL ORNERS A H ER CORNERS 3 is • • • • b a •e�le' • •�1 I y�.'�I I IIII %�Sh11C ' IVAIIIl •• •• a ° Id Il N lI h ° a LS Li0 L // � a II=%//1�/ hIII '19• • g o • L 9 S rs Ogg: •• • --�___— 00 1 ••• • •• •• • �I • RF APPLIED 31 1/4' 32 3/4' (FALSE MU S 32 3/4' 32 3/4' � RFACE MAY BE USE O.L.OPG. D.4 OPO. E l O.L OPG. D.L.OPG. 38 3/8' 38 7/8' ECO—GIJES-200 " VENT WIDTH 900 TYPICAL ELEVATIONS VENT ALUMINUM HORIZONTAL ROLLING WINDOW-) $ M BE AS PER � O o"1 CHARTS SHOWN ON SHEETS 2. Z$�I THESEZVfflAND=07WS%7ARE RATED FOR LARGE &SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDESHUTTT REQUIRED, TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O.t EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING LOW;—;-8 d MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. W rn F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/8'HEAT STREN'0.CLASS WILL APPLY TO ENTIRE SYSTEM. 8/16"AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/' EAT SIREN'D.G 1/8'HEAT S REWD.GLASS 1/8'HEAT STREN'0. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 8 HURRICANE ZONE(HVHZ). 2 3 090'Irate .080'Ntadayer 080'Inlerl R .*low PVB SentrYGlae Mme °py MUST BE ANCHORED PROPERLY TO TRANSFER R By lummy America,Inc! 8y'Kuraray America,(no.' By'KuraM Ama4ca,Inc.' LOADS TO THE STRUCTURE a lieG RS 1/8'HEAT S REND. 1/8'HEAT STREN'D.GLASS 1/8'HEAT STREN'D. EMEMBEDMENT CHORS tTO BASE MATERIABE AS L HALL BE BEYOND WALL DRESSING OR SPACED AS SHOWN ON DETAILS. STUCCO. $ a SIUCONE SIUCONE CAR XL ANCHORING OR LOADING CONDDIONS NOT SHOWN IN THESE DETAILS ARE DOW COMING 88 CORNINGS899 NOT PART OF THIS APPROYIVL BE SCS 2000 ` GE STEEL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • $ 2 9 y,1 SILICONE 8 ALL SHIMS TO BE HIGH IMPACT, NON—METAUJC AND NON—COMPRESSIBLE. 16 22 TO 'O t''$i t ' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT g a m u o W a m i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD.MEET THE REQUIREMENTS OF THE FLORIDA BURWO CODE. 3 i F ' AHMN1 PRODUCT ISEVISM g3 ILIFLA.FE 2 Bulb whh ft No dll 10 10 CAN. Acceptance, o - AT 1/4 POINTS N CITES AT 1/4 POINTS ON UtES AT 1/4 POINTS BLACKS AT 29 WADER THAN 3 ONLY 9 WIDER THAN 38'ONLY 29 ALL SIZES AND NI INSUL U .GLASS M•m product drawing no. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTCH eEao LEG c 20-5 W09-12 GLAZING OPTIONS sheat of DESIGN LOAD CAPACITY-PSF(X0,OX ON XX SIM) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) W W/0 EEDtF. WITH REINF. W/O REINF. WITH REINF. W/O RRINF. WITH REINF. N 1 GLASS TYPE GLASS TYPE GLASS TYPE GLOSS TYPE GLASS TYPE GLSS TYPE GLASS TYPE' GLASS TYPE GLAt�TYPE O1 WIND DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' '8' 'C' WINDOW DIMS. A 'A' 'B' 10' Z WIDTH I016M EXT.(+) IM.(-) EXT.(+) IM.(-) EXL(+) IM.(-) YADTH Hf7GM E%T.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) WIDTH HEIGHT EXL(+) tM.(-) EXT.(+) IM.(-) LXT.(+) W.(-) 26-1/2" 4 70.0 80.0 60.0 90.0 70.0 80.0 7$ �, 8 70.0 80.0 80.0 90.0 70.0 80.0 7$ 26, 9 70.0 80.0 80.0 90.0 70.0 80.0 37• 26• 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4• 3) 12 70.0 60.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 904 70.0 60.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 SO2 80.0 90.0 70.0 80.0 111• 12 70.0 80.0 80.0 90.0 70.0 80.0 o 74' 6 70.0 EGA 80.0 90.0 70.0 80.0 7a" 38-3/8 9 70.0 BOA 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 60.0 90.0 70.0 80A 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4• (a) 70.0 80.0 802 90.0 702 80.0 106-1/4• (a) 12 - - �.0 90.0 70.0 8007Q y 37' 38-3/8' 4 70.0 80.0 80.0 90A 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 111• 12 - - 80.0 90.0 70.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 7. 80.0 80.0 90.0 70.0 80.0 74' SO-5/8' SO-5/8' 9 70.0 80.0 80.0 90.0 0.0 80.0 SO 74' 8 70.0 80.0 80.0 GOA 70.0 80.0 106-1/4" (5) 12 70.0 .0 80.0 90.0 70.0 80.0 (5) a fe]j� 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 1l1" 12 70.0 80. 80A 90.0 70.0 80.0 74" 63" OnDa v�{ 9 70.0 70.0 80 90.0 70.0 80.0 �V 37' 50-5/8" 4 80.0 90.0 70.0 &1.0 74• 9 70.0 70.0 0 90.0 70.0 �.0 (6) j 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 t06-1/4• (6 12 70.0 70.0 80.0 82.8 70.0 80.0 72" 9 70.0 80 60.0 90.0 70.0 80.0 LL a 0 s 74• 8 80.0 90.0 70.0 80A 111' 12 70.0 70.0 80.0 4 70.0 80.0 64" 24' 9 70.0 A 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 W.0 72• 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 80.0 80.0 90.0 70.0 80.0 37• 83" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 60.0 80.0 90.0 0 80.0 108" 1 70.0 80.0 80.0 90.0 70.0 80.0 � 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 94" (3) 12 70.0 80.0 80.0 90.0 702 80.0 72• 9 70.0 80.0 60.0 90.0 70.0 80.0 U s 7a" 8 70.0 70.0 EGA 80.4 70.0 80.0 108" 12 70.0 80.0 802 90.0 70A 0 84' 9 70.0 80.0 80.0 90.0 70.0 80.0 J �I 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 Bao 80.0 90.0 70.0 80.0 88" 4) 12 70.0 80.0 80.0 90.0 70.0 80.0 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 80.0 (ri 48' 24 6 70A 8a0 80.0 90.0 7a0 80.0 96" (4) 12 70.0 40.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 60• (3) 8 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 84" (5 9 70.0 70.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 72" a 70.0 80.0 80.0 90.0 70.0 80.0 6' 12 M. 70.0 80.0 90.0 70.0 00 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 7 90" 9 70.0 70.0 B0.0 90.0 70.0 80.0 38• 4 70.0 80.0 80.0 90.0 70.0 60.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80A (8) $O Q 48" (4) 8 70.0 80.0 80.0 80A 70.0 80.0 108• 12 70.0 80.0 80.0 90.0 70.0 A -440. OF ANCHORS PER HEAD & SILL O M 69" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 70.0 80.0 90.0 70.0 50.0 ( ) Of ANCHORS PER JAMB Z 3 72" B 70.0 60.0 80.0 90.0 70.0 80.0 8a" 60" 9 70.0 70.0 80.0 90.0 0 80.0 Z4" 4 70.0 80.0 SOA 90.0 70.0 80.0 96• (6) 12 70.0 70.0 _80.0 90.0 70.0 80.0 3'Z 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 Z. 70.0 80.0 8Al70.0 80.0 O 48' 6 70.0 80.0 80.0 90.0 70.0 80.0 A= NO. OF ANCHORS PER HEAD & W m 8 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB O 72' a 70.0 80.0 80.0 90.0 70.0 80.0 s MAX. LOAD F THESE SIZES IS -90.0 PSF (1/aW) /28� (t/4W) 24' a 70.0 80.0 Baa 90.0 70A 80.0 WITH (4) ORS AT NfTG. STILE ENDS 36" 4 70.0 80.0 80.0 900 70.0 80.0 48" •88"• 6 - 70.0 70.0 80.0 SILO 70.0 80.0 e I + • (1 06 70.0 70.0 80.0 80.0 70.0 80A (1/3W) (1/3W) • • 80" ••• •• ••• 72' 8 70 80.0 87.4 Tao 80.0 • • A f1Qy�•�NCHORS f R HFAAf1& SILL OPERATING VENTS TO BE 1/4 OF THE YANDO MOM n F •• ••• ( ) =•NO. OF•ANCHORS•PER JAMS m$ • • •MAX• F0THESE SIZES IS -90.0 PSF �XOX' • Y6TFt 4 THESE AT WIG. STILE ENDS •• ••• • • o ;� • • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: •m GLASS CAPACITIES ON THIS SHEET ARE • ••• • • ••••• BASED ON ASTM EI300-09 (3 SEC. GUSTS) • • 'XOX, AND FLORIDA BUILDING COMMISSION • ••• • • •• DECLARATORY STATEMENT DCA05-DEC-219 • • • • • •• Engr.JAVAD AK%M PRODUCT REVISED N •••••• CML YID OIa Fldr� I • • • •••• •:•••• • • • M PE M lig9z ^dam{ uscodel40g4:,"�'�►� adn � JQ ALL EXTERIOR + LOADS SHOWN ON THIS SHEET ARE �3LEFT AN T TO OF UAL GLASS DLO WIDTHS ( ) 4- 0000 FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL•• •••• XO OR•OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSFdrawl"9 "O• •••• SEE SHEET 3 FOR DETAIL. WO9-12 sheet Q of 7 Y • TYPICAL ANCHORS u IBY SEE ELEV. (� WOOD BUCK FOR SPACING E DIST. 7� tWv METAL .Q•' STRUCTURE MIAMI—RADE COUNTY APPROVED O1 s..' �EDGFn DIST: EDGE DIST. MULLION k MULLION ANCHORS Z s e q. SEE SEPARATE NOA EDGE DIST. $ F ppI U O 17 x 19 19 - g�eo " 9 SERE AL ANCHORS V. TYPICAL EANCHORs TYPICAL ANCHORS O FOR SPACING FOR SPACING FOR SPACING 0upp�u�) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U PEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING U W1 3/8' X 2-1/4" WEEPHOLES AT EACH END ' (Fa=177 KSI,Fy-165 KSI) a y AND 37' O.C. MAX. w 0 SEALANT: 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) m = a 4 ALL JOINTS AND FRAME CONNECTIONS SEALED WI THRU 1 BY BUCKS INTO CONIC. OR MASONRY � O 0 n JOINT SEALER, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) f] W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) q DIRECTLY INTO CONC. OR MASONRY 3 2§n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0-to 9 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) IELI W�LLI 014 SMS OR SELF DRILLING §GRM COME 2 CRS1 o -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') INTO METAL STRUCTURES •• u e STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) • ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) c 04 is 16(16 NTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 8 • • • 1 c •••••• • I TYPICAL EDGE DISTANCE •: ••• • 2 • • N INTO CONCRETE AND - $ TORE 1" MIN. • • 18 • •• N INTO METAL STRUCTURE = 3/4" MIN. of E ro„'„ •• ••• • 13yrl� N gg C•� •� • • ^� c7 ' WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ° '1 •• •• •••• 3 �+• CONCRETE AT HEAD.SILL OR JAMBS fo a 3000 PSI MM. o o^ Si • • � C-90 HOLLOW/FILLED N0tUNWEIGHT CMU AT JAMBS fm = 2000 PSI MIN. c • • • g .B 9 •••••• £'gr.'JAYAO AHMAD PRODUCf REVISEDra 33 • • • • .a I FIA.PE7o5e2 as cavoylvg with dw FkWa 3 •� ..L •. .' a°' a .v s .. N. A ldiag No 1 !3' }i •• d •e ..n r l e•• v .` 201. Dans IQ ••• -lR;• �.• •' j 5]t 8 TYPICAL ANCHORS " i TYPICAL ANCKORS p •0 g.. 'S'i SEE EU 18Y SEE ELEV. y drawing no. < VR •• FOR SPACING WOOD BUCK FOR SPACING EWE DIST. W09-12 EDGE DIST. _ sheat 3 of 7 • 1/4°MAX. V 1/4°MAX. SHIMS � 1 SHIM C O 5 S Q $ i S 7 TYPICAL ANCHORS 17 ,:' SEE 1 SEE a.. FOR SPACIN rq o FOR C - __ --- 25 $ O G -----SCREEN OPT. s 4 STEEL.RSNNFOIIN( 1 i 12 4 y e1.r METRE SEE SHEET 2 FOR CAPACITY STRUCTURE WINDOW WIDTH r XO LAYOUT -i � U $ VENT WIDTH VENT NTDTH 1/4°MAX J 1/4°MAX SHIMS SHIM D.L.OPG. O.L.OPG. ,g.� 10 _.. ,Y va TYPICAL ANCHORS 3 I+I SEE ELEV. UUUII) ro t �• -_- - ___= 5 _ _ a. FOR SPACING O O M sS M n j ti4° z}; ----SCREENOPT ----- -- -- - - ----------- ° rn 0,}o zo 2T - w m w W � . a 6 4 D.L OPG. STEELREINFORCINGAS REOD. _ _ EXTE SEE SHEET 2 FOR CAPACITYWIN"YAM r 00 oR rYpTCALINCH XOX LAYOUT $ � • • • � $ •• ••• FOR S ACING • •••• •••••• MIAMI-OADE COUNTY •0 ••• • • • • APPROVED MULLION TYPICAL ANCHORS • • 0 • 000000 SEE SEPARATE NOA SEE ELEV.FOR SPACING a • ���sbfi •• ••• • •• •• •• u • • • • • C a m o m 04:0 • • • •• 0000•• • ••• • 0000 -- - - • • 0:009: • •••• :0400: REVISED yg g - - Fngr.JAVAD AHMM) PRODUCT • ••••••• FLA. � 2 as viLhWeFtorM6 c 0000•• • •• 0••046 ._-,:,- _._ pimi QPj� g 000 4 6 •••• ••• i 2015 T Y drowtng no. 00000 0006• WINDOW MOTH WINDOW WIDTH J W09-1 sheet 4 of 7 METAL EDGE DIST. STRUCTURE TYPICAL ANCHORS EDGE I GIST. MWdI—DR AE COUNTY APPROVED SEE ELEV. MUWON&MULLION ANCHORS FOR SPACING SEE SEPARATE NOA T+ 0' EDGE r 52 I DIST. 1� ® 28 a H 46 a 28 $ h ALT. Q TYPICAL ANCHORS rV PICAL ANCHORS SEE ELEV. E ELEV. FOR SPACING R SPACING Q ZF�44" 0 J m D7 Xi 0Cl O_M v3 T/,y MAX. O Z 3 SHIMS ALT. �ii 3•Z 28 TYPICAL ANCHORS 0 SEE ELEV. W rn FOR SPACING 4 • • •••• ••• ••• e - • ai •• ••• • • ��ANCHORS •° 'R�1T$ • • • SEE ELEV.FOR SPACING • C •• ••• • •• • b O.. r lV°{ • • • S O O O • •••••• ��<m�anu • • •••••• P. •• ••• > INST PRODUcr RIMSED $ • • • see* AIJ�ITYON DETAILS YVPI'H FLUSH FRAME ADAPTER rim:�� mcmnplyftwdhdoCFWW /L N • • :•;:: •: •._we .v. � Accepla�vlVo 0 .QJ� � �' •• ••• • ri .i ° 'Op.. I .q " droving no. JU 02015 W09-12 EDGE DIST. sheat g of 7 Z-� µ� 1.067 ITE!! P i QUANTITY DESCRIPTION MANP./BUPPUER/REHARE9 �4 v 2.750 11! 1 FY201 1 FRAME HEAD H0H TH A .715 3/16' �{ 2 FY202 1 FRAME SILL 8083-T8 - g �- 1.434 I 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z j tY205 AS REQO. MOV. FRAME JAMB 8083-76 - 0 s .162 .813 �o �F® 5 FYIOI AS REOD. FRED FRAME JAMB 6063-T6 - F a I 1.716 3249 .082 8 FY704 1/VENT FIXED MTG.RAIL 8083-TB = 12 11 7 FY105 1/VENT VENT INTERLOCK 6083-T6 8 FY206 1/VENT JAMB STILE 6063-T6 a C Q TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TDP AND BOTTOM RAJ. 6063-16 .813 10 FYI 08 AS REOD. GLAZING BEAD(LAM.GLASS) 6063-T6 2.095 .519-�---j •130 IDA FY710 AS READ. GLAZING BEAD(WSUL LAM.GLASS) 6083-T8 - 1a 1.1401.810 1.250 11 - AS REGO. REINFORCING BAR STEEL .719 045 .803 .045 •803 12 - AS READ. REINFORCING BAR STEEL 1-- 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-TB USE AS READ. + (p` Ot FRAME HEAD 2,248 I 14 FY203 4/VENT ROLLER HOUSING&GUIDE CELLON - Rim 4L' 1.140 -�I 1.047 1.047 - R i .062 15 FY209 2/VENT ROLLER BRASS 1.140-^x--1.610 nJA GLAZING S 16 FY210 2/VENT ROLLER PIN SL STEEL - 17 a8 X 1• AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 13 1E 8B x r 2/VENT FIX RAIL SILL SCREWS(SILL END) CRS P.H.SMS•819 W23181 AS REOD. FIN SEAL WSMIPPINO - ULTRAFAB j 20 Q30OT190 AS REOD. RULE SEAL Q-LON SCHLEGEL 1.058 21 E207 AS REQ0. BULB SEAL SANTOPRENE ULTRAFAB.OUROMETER 65*5 I�^--2.083 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB.WROMETQI 6515 3.876 I 1.250 2 FLB-50 AS RE00. GLASS SPACER SILICONE FRANK LOWE .078 2.501 24 SL203P 2/VENT SWEEP LATCH - SULLNAN&ASSOC. $ W 25 88 X t/8" 2/LATCH LATCH Off.SCREW ST.STEEL. OH SMS j 1.140.062 1.340 28 WA2L 2/WOW. WEEP VALVE PREFERRED ENG PRODUCTS •may tp M N o A 27 1/VENT 5/18•BOX SCREEN - OPTIONAL ��I{{ 0 M • 2B FY1 - ZUSH FRAME ADAPTER 6083-TB OPTIONAL p ZL 1 _3li g{ 2.750 1.344 29 2/LITE SETTING BLOCK EPOM DUROMETER 8015 SH }T33f3 3 Z N 7 MEETING RAIL 0 d•O 2 FRAME SILL W o1 f 2.1H8� O 1.314 1.422 1-702 .340 .312 .082 0 R 06 •• 1�4SILt •• ml • O+ • FIXED MTG. RAIL • •• • ••• •• •• •• �a mew • • .062 • ••• .082• • •• • • • • •• Engn JAVAD AHMAD PRODUCT ,a O ++ ••x•7$0 2.812 2.812 2750 333 • • •• •• 2.688 CARL FLA.f E#7OW2 � R° S •• ••• • •• •• •• •�2� """' I- No.500,gDelo Prolktd Con drawing no. • ,.HHB 281 .r-Tl 'Ll� W09-12 ® MOV. FRAME JAMB 5 FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER sheet Bot 7 oo b r ♦ • �7 17 l W po � � / 6 F"E TOP C J ���V1111 Fm N S7 O on Z 3� w;;m 0 • w mg<m • • • • :*4 ••• Nr..MAD MWD PRODUCT RHVLU D e a • • .. •.• CMLas wwith Oro taddaf1A v7a2 so `. •.••.• g ••• • . 0pN1$'O 25.09 ••• by O •• •.•• ♦ Q Nib drawing no. •••• t F MTG. RAI C W09-12 sheat 7 of 7 � r f MIAMI•DADE MIAMI-DADE COUNTY Wiamm PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTA qCE OAwww.miivmiditflL.gov/—Cc—on-oi—nX 9114 N.W.106"Street, Medley,FL 33178 COPE: 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-Dada 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 Hig Vel i DESCRIPTION: eries 600 Aluminum Outswing Doors-L.M.I. APPROVAL DO :Drawing No. 12-08 Rev C,titled`f ries 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farcoq Corporation,dated 02/13/12 and last revised on SEP 04,2015,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 Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 771. 2. Laminated glass types 01 and G2 are limited to.090"Kurarary's Butacite 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,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 Elie 961 1 lisrrarye 1,theft shall be . .. . . . .: :.. . done in its entirety. . . . . . : . INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer of its'dAtAtutors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidesd'e pW E-l.W*fft as apployal,, document mentioned above. .. . . 00 . . . .. . . 06 The submitted documentation was reviewed by Ishaq I.Chanda,P.E. .. . ... NOA No.15-060 301 3 . ExoXte: lt0MIAMMAD:co .. Expiration reh.20,219 l: p ®lrrvaLbe415,2019 . 00 age. . .. . . ... . 0 r • t ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#12-0402.03) 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-12-4003,BETI-12-4003 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-2014(5th Edition), prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc.for the"Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex: Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E. 3. Lab compliance as part of the above referenced test report. G. OTHER .00 1. This NOA revises NOA#x2-9*{!?.0,�,gx it 03/q/19. 2. Test proposal,dated W114711 an'd 02'21'12 approved by PERA. • • • • • • • • • • • •. .• • . •.. .• . haq I.Chanda,P.E. .. . . • •• • •• Product Control Examiner 7NoA No.15-0603.13 Expiration Date: March 20,2019 ••• 0:6 Approval Date: October 15,2015 • •0: 1 . ••• . . . ... . . 1 EAT SIREN (`LASS 3/18'HEAT STREWD.GLASS 4k%U .090'Interlayer D90'Interbyer N utocite PVB Butocite PJB Kuraroy Americo,1 By'Kurcray America, Inc.' Z 3% J 1 'HEAT STREWD. 3/18"HEAT STREN'D.GLASS SUCONE SILICONE g z m CORNIKG 8 vm� DOW CORNING 899 28 $ eJ 26 a 14 } 34 �' a0 • •• \� �/ 6\� �/ SETTING S AT LAM.GLASS Z • • • 00 \` flfl \_ NOTC FO DTHS LDLCEEDING 38'ONLY. g Cl. • • •••• • •• NOTCH LNG BEAD LEG TOCLEM l • ••: • ••• : GIASS TYPE '01 GLASS TYPE '02' 0 • •••••• $ • 1/8'TEMP.GLASS � J •• ••• •••••• 000000 ••••• 5/18'AIR SPACE • ••• • •• 000600 1/8'HEAT STREN'D. • • W • ••• • 0000090'Interlayer •••••• • • Saflex Clear Ane r Gloss • • • • •••• By'Bastrmn I Co.' • • • ••.••• 1/8' STRE .GLASS 3�M •• ••• • •• •••••• SILICONE S� ' • • • • m ••• • • •• a DOW LxuLN c 699 • • • • 28 ST. STEEL •• ••• •••• • • m METAL SPACER •••••• w is - \ I SERIES B00 �f\ ' 35 SILICONE ALUMINU OUTSWIN / 5 X AND DOUBLE (XX) LEAF DOORS SEE SHEET 2 SETTING AT INSUL LAM GLASS G STAND ALONE SINGLE BEAD LEG TO CLEAR BLOCKS SIDEIITE SEE SHEET 3. � c S o SINGLE AND DOUBLE LEAF DOORS WITH SIOEUTES SEE SHEET 3. 'G3' g LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE APPLY TO ENTIRE SYSTEM. 9ROD11CfLTEVLSYArarpgty•$1IOx Fbrih DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION C••r AateP4rce N•1 1 9% Didt E1UiRR1MCAN"E�ZONEHVHZ HAS DEEM DESIGNED AND TESTE2 If D TO COMPLY WITH THE 1111yy�SL..+i�.L�s.H� 0 O q S OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 5(•r.d b" . <m u TBY OR 2BY WOOD BUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE D06R5 ARE RATED FOR LARGE&SMALL MISSILE IMPACT. �0 JAVA �' r EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. of M g � ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE CNI NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN OESIGN OF ANCHORS INTO WOOD ONLY. $ 4 2015 droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL,/METAL SCREWS,THAT W 1 2-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet ti of 9 a~ 38 'MAX. 78'MAX. 37 3/18°MAX. (�V FRAME TH FRAME WIDTH FRAME WIDTH IS N HEAD k SILL ANCHORS Z AT STILE ENDS t2- (4)AT 3'O.C. 12° 12' S'MAX MAX. 5'MAX. MAX5'MAX. MAX HEADa CORNERS A SILL CORNERS A ps-Ire CORNS F 19� ao / II / � ��_ • C n \ ii y,z�g • • /n E LOCK OPTIONS / ii E L OPTIONS i• • • •• /• •• @i OR!2 / #1 #2 W H ii m S . • _�__.__ (OPTION 2 SHOWN) _- -__- __-- _-- SEE SHEET 7.1 - - -- SEE SH 7. •• • p•\�••• /• i�/• FOR DESCRIPTION v ro / �� FOR DESC • n 3 n 0 • •i��.• n�x n O �Y i� 'J of 6 U o W qq 0. • • • •��• F- •• . •• • • •• • •• I B �; \ / ;; G Dom ;Alt--. F EF MlA�1TINS OR 28 15/16' SURFACE APPLIED SURFACE APPLIED W mm FALSE MUNTTNS OR 28 15/18° 26 15/18° o7t FALSE MUNTINS DE THEOR- GRILLMAY BE D.4 OPO. 10 v DECORMAY BE USED D.L.OPG. 0.L OPG. DECOT CRIBE W 37'MAX. 37'MAX. LEAF WIDTH LEAF WIDTH y (X) (XX) (0) G STAND ALONE SINGLE SIDEDTE O SEE SHEET 3 FOR CAPACITY DOORS TOAD CAPACITY -PSF DOORS LOAD CAPACITY-PSB L E SINGLE DOORS(X) DOUBLE(XX) DOOR DIMS. UMINATED OLASS DOOR DIMS. LAMINATED GLASS REVISED E LEAF FRAME �(+) �.�-) FRAME LEAF FRAME EXT.(+) INT.(-) rco.Ol�Jwt�hefu b DTH Wm7H HQGHT WIDTH WIDTH HEIGHT 39-V4'1 3r 98' 70.0 754 78' 37' 98' 70.0 75.0 pp1�s°Ob03�/3 0 aq Eapkid.Date S 0 Q.V �otXlelCotthd GLASS D.L.O. bIMS. N D.L.O. HE30HT = FRAME HEIGHT - 11.125° EmV`JAYAD AWAD .' o O.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813° 1T c�f 7 2 O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 NOTE: 0 2015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION Wl 2"'08 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 slreei 2 of g tt,, r DESIGN LOAD CAPACITY- PEP 148'MAX FOV DESIGN LOAD CAPACITY-PEP SIDEUIES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SOIGLE SIDaM (SEE MOTE BELOW) HEAD&SILL ANCHORS SIDEUTEAT SOLE ENDS SOEUTE WfMOUT SOEUIE SIOEUTE FTITROI)T WITH CLUSTER OF (4)AT 3'O.C. Z FRAME FRAME REINFORCING FRAMEWIDTH FRAME REINFORL7N0 REINFORCING WIDTH HEM WIDTHHEIGHT 6+ (4)ANCHORS INCHES INCHES EXL(+) [NT.(-) INCHES INCHES EXT.(+) INT.(-) 170.(+) INT.(-) AT HEAD/SILL 12' 3' MAX. a 0. 24 7060 75.0 24 70A 78.0 70A 75.0 5'MAX, n! F TIP. HEAD App sD 7060 7SA 30 70.0 75.0 70.0 76.0 CORNERS/ _ A SILL ---- 36 rI v 38 82 70.0 73.0 38 82 70.0 75.0 70.0 75.0 � FSu a( 37 70.0 75.0 37 ERS 70.0 75.0 70.0 75.0 42 81.7 66.1 42 St.7 66.1 61.7 66.1 24 70A 75.0 24 70.0 75.0 7060 75.0 30 75A 30 70.0 75.0 70.0 750 36 as 70.0 .0 36 66 70.0 75.0 70.0 75.0 IL__-- 37 70.0 7SA 37 70.0 78.0 70.0 75.0 ===--L==== 42 7 66.1 61.7 66.1 81.7 66.1 24 • 70.06 75.0 24 70A 75.0 70.0 75.0 II I U I I \ �TTT �tMpj PPP::: •• o: 92 4` 9 69.8; • •=0 82 699 89.8 70.0 75A Ile • f8 •• 84.tr 84.1 •5 84.1 7060 75A p ===ilt 7 6306 8306 6306 7aa 75.0 y / II / I I i/ \ •• W • za s3.3 63060 • •e 6306 Tao 73.0 • 30 88 s79 s7.8 • To 579 57.8 0.0 76.0 -1 if II'� i I m ' , ' •• •4116 • �.1 53.1 • •88 53.1 53.1 706 754 m ____ _____ ---L_---== I I a I ' m d • 37 • 52.4• • 7 52.4 52.4 70.0 • • REINFORCING II \ II / W • ••• • •••• II •••••• • • AS REOD. II ___= I I til t NOR0/1 0 S ACV ) W� is • c • • •••• sEEGwuT ===�i===- - n� o t • • •HV.DT. •••• ii ii \ i i S SHEET .1 � F DESCW 0 • • L I ' I I � � •• • • • .'' INACTIVE ACTIVE �•� $ O d' I ••• 39-3 4'MAX.( 'APPLIED mW rnSBNGLE SIQESOELITE WIDTft 78�MAX•( FALSE SURFNU NS OR 32 J/4' 28 15/18' 28 fb/16' DOOR DTH DECORATIVE GRILL D.L OPG. D.L.OPG. DA.OPG. '^ S MAY BE USED NOTE: 37' PROIWCFREVISBD FOR DOORS CAPACITIES E SHEET 2. LEAF WIDTH 'k"" ' FOR SIDEUTE CAPAC SEE CHART ABOVE. SIDEUTE FRAME WIDTH 39 314' (SINGLE) Ac oCee Not 0 LOWER VALUES DOOR OR SIDELITE CHART 76 MAX ( ) 6uTIkM4o0g1e 0, WILL APPLY TO IRE SYSTEM. SEE CHARTMAX AT LEFT DOORFRAME WI r, a I �.�aM (OXXO) s MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. £R FBC 2014 GLASS D.L.Q. DIMS, iA D.L.O. HEIGHT(SIDEUTE) - HEIGHT - 11.000° o >� D.LO. WIDTH (SIDEUTE) FWIDTH - 4.438' o<m u 0 Eng..dAVAD NINAD PE 170582 g � 31 3a'3LJ�8e � NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 A 2.015dmaNn9 no. AND FLORIDA BUILDING COMMISSION W 2-�$ DECLARATORY STATEMENT DCA05-DEC-219 sheat 3 of 9 PROPERLY SECURED 28Y WOOD SUCK �� 8 THROW S 18'MIN. TYPICAL ANCHORS EDGE DIST. 18Y WOOD BUCK OR 25 PENETRATION EDGE DIST. SEE ELEVATIONS .,` ., WOOD STRUCTURE FOR SPACING ` ECCE DIST. KETAL _ •�n a SEE NOTE SHEET 1 ' n• '.e EDGE EDGE DIST. STRUCTURE N Ito o LI a o iii TrQSQSw�� inti OI I y 000 uTih w 8 (Nh !Q a6 2 TYPICAL ANCHORS 7=TYPICnAI..AjNCHORS TYPICAL ANCHORS ((�y 9SEE ELEVATIONS LIONS SEE ELEVATIONS Q FOR SPACING FOR SPACING FOR SPACING yy n$ 7 a0 ------------------- Ii NWI—DAME COUNTY APPROVED 11 CUPD MULLION 11 SEE SEPARATE N I I • V) •• ••• GLAZING OPTIONS ' 6:0900 • • • SEE SHEET I TYPICAL ANCHORS • SEE_ ATIO •• • FOR SPACIINGNS � ••• io ••O ••• 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO CINDOWS •• f _ 0-1 •M' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 00"o"My ••• •� ro ai • THEM TO THE BUILDING STRUCTURE. Z ° •• •• • • •• $ �Z§ •• • *00 TYPICAL ANCHORS: SEE ELEV.FOR SPACING a� O:10 ••• • • •• ••• 1/4' DIA. ULTRACON BY 'ELCO' (FU-177 K9,FY-155 KSI W rnm • • O •• • • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) ••• • •• • • • THRU 18Y BUCKS INTO CONC. OR MASONRY IRODUCrUEME0 • •• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) reeeappati wuh los Fkwle. 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) "• N $ Aotepls�eNo 1 0 { DIRECTLY INTO CONC. OR MASONRYq ° R t-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) IfJ. ,•1�..�. 7a 7 xLA 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Ce e•d m I I MrSEMNLIUMG SCREWS (GRADE 2 CRS) Os3 i i INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') c m B i i 2e 2 INTO METAL STRUCTURES m° g e I y x STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) a m U a8 1 1 \ (STUEEL N CONTACT WITHMIALUMINUM TO BE PLATED OR PAINTED) DOOR DETAILS a TYPICAL EDGE DISTANCE n AcN ARM 1 T =W c INTO CONCLWO RETE AND MASONRY = 2-1/2' MIN. ra7o6aNt a ' a INTO METAL STRUCTURE 3/4" MIN. 1/2'MIN. :EDGE O.W. SSEEELELEVA�TIONN.S� WOOD AT HEAD OR JAMBS SO - OSS MIN. dre ng no. THROW BOLT FOR SPACING CONCRETE AT HEAD,SILL OR JAMBS re- 3000 PSI MIN. PENETRAitIXI C-80 HOLLOW/FILLED BLOCK AT JAMBS Prn a 2000 PSI MIN. W12-08 sheet 4 of g 1/4•MAX 1/4'MAX. u SHIM C LEVERS AT SIq.E F SHIM 'Y 3 IDy �I TYPICAL ANCHORS •WOOD DOCK N SEE ELEV. x 3 FOR SPAC8IG 18 ACTIVE LEAF 0 28 13 -�• > IQ-g a TYPI 24 a S •••q Y SP ANCHORS $ h u EXTERIOR 19 9 0.1.0. SEE SPEC SHEET 37'MAX. 'IOCIC a LEAF WIDTH 11 OR OPRIPMONS 12 39 3/4'MM. (OPTION 2 SHOWN) • •• SINGLE DOOR FRAME WIDTH SEE SHEER 7.1 _ g • •• FOR DESCRIPTIO 1/4'MAX SHIM ••• .. SFHIM . • - • • ..: • 3 • CONCEALED LEVERS AT INSIDEFACE OFSCUE CONCEALED FLUSH BOLTS 2BY WOOD 8 TYPICAL AN~••. LEVERS AT STILE FACE OR 96410 •• SEE ERM � • WOOD E •'•' f' • •• FOR SPACNi_ .�. ••• VE LEAF ACTIVE LEAF EE NOTE ER 1W ••• •• • 13 28 • - q� •• a`•!' • 24 0Q pM •• •• •yj so low ••91 •• • 'ai�:;: •• o • 41- -,• ,� t 23 • • •"• • TYPICAL ANCHORS ••• •• 4'! :. • • 19• 9 D.L.O. 1 10 Od.O• ORS TNG ••••••` LOCK On" EXTERIOR LEAF' pS LEAF WIDTH ° gg 76'MAX. s DOUBLE DOOR FRAME WIDTHPRODU $ 2 POINT LOCK ASSEMBLY a/tauplRlc sIT�►HroDFInrMa 4 POINT HACK ASSEMBLY INACTIVE LEAF ACTIVE LEAF K p&v"We 0 e •I •°°o •� S [t -amu 28 �irtl Cr1A1 L Engr: JAMADIz Z. FIA PE A 78592F flpF .3538 EXTERIOR DOOR DETAILS�y LOCK OPTION 11 d TYPICAL ANCHORS FOR ELEVASPATIONS 1/4'MAX. H 1/4"MAX. �Y N EDGE - slum SHIM •. 8 18Y Z .•'> -'I• TYPICAL ANCHORS .WOOD SUCK -Vit.•::.- .. SEE HLEV. 1" FOR SPACING 16 {^ az ' L � c 2 •{{�� TO ELEVANCHORS QRST a G S yf FOR SPACING V p C 1a EXTERIOR `.' ' z $g— D.La r g ME1AL STRUCTURE 0 SEE SPEC SHEET 4 42"AT 86'HT. 37'AT G8"HT. • •• MAX.SINGLE SIOEUTE YADTH T�NODUCFjvAfhdO `y ..�mw„fwM,.ueF�a. • • • Nu_lseLa3.113 •• ••• •••••• s"kamawas omit • • • GLA2 MG OPTIONS REINFORCING •• 0 •• SEE SHEET 1 18 AS REOD. • • • AT d 1/4"MAX.'. O Apra 11 FROM2 MAX. O SEE SHEEP 3 O •••••• 0 • or • •• SHIM ••••• w �+ �• ••• - e 3 �Ot`1 H • • m 15 •�• • to 1 J •••••• W 1 2B13 0 aJ ••• •• • I 24 0000 • • 000000 ••• 9 • "ro A1... • • TYPICAL CHORS ••• SEE ELEV. FOR SPACING .� 25a3 gg qq O.L.O. 19 WIDTH l 2 i a 4A EXTERIOR 39 3/$(SIN a SIDELITE WIDTH 78"(DOUBLE) c a §•I MAX.DOOR FRAME WIDTH 00 0 078 2 'Q,+oam © MAX.UNIT FRAME WIDTH c m E'qn.fA�AFOdM .m 22 \ FU��i 70692 s n IL e a EDGE DIST: TYPICAL ANCHORS rj 4 2015 112-08 - SEE ELEVATIONS SIDELiTE DETAILS FOR SPACING sheet B of g MM# PART} ON MATERIAL 21ANP./88PPLffi/ Leto- 2 8 1 EBoi - DOOR FRAME HEAD/SILL 6053-TS -602 FRAME COYER 6083-76 - N 3 E WOR FRAME JAMB 6083-TB - r � 4 BO4 - SIDELITE TOP&BOTTOM FRAME 6063-TS - Z 2}Sq E626 - SIDELTTE 9'BOTTOM FRAME 6063-T6 - 5 E605 - SIOEUTE FRAME JAMB 6063-76 iL P, 6 E608 - SIDEUTE SLB'ON JAMB 8663-T8 7;' E607 - LEAF TOP&BOTTOM RAIL 6083-To - u A E625 - LEAF 9'BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRW Awn 6063-T6 - 9 EGO - LEAF HINGE STILE 6063-76 - qq 10 E610 - LEAF LOCK STILE 6083-TB - <O 11 E811 - LEAF ASTRAGAL STILE 6083-r6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-78 - imp yj F.a 13 E613 - LEAF CLAMP 6063-76 4-1/4'LONG Q 1Q 13A E813 - HINGE BACK-UP PLATE 6063-T6 12'LONG iS3{ 14 E814 - GLAZING BEAD(5/16'LAM.GLASS) SOBJ-TB 14A E109 GLAZING BUD(7/16'LAM.GLASS) 6063-T$• •• 1s E615 - GLAZING BEAD(IN51&.GLASS) 8063-76 - v V • • • 16 E616 - SNAP COYER 6063-T8 - � • • •••• • •• 17 E613 - MOLT SUPPORT 6063-r6 NOT SHOWN ••• •• • • • 18 - AS REW. SIDEUTE MULLION REINFORCING 6063-TB - •••••• 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. ••• •• • • • • 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. • 4 • • 000000 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN&ASSOC • •••moo •• •• 22 #12 SMS AS REGO. FRWE ASSEMBLY SCREWS - - F11� • •• •• •• ••• 004,• •••••• 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS $O O M • 24 - - 3/8'DIA.THREADED ROD STEEL - a- 00 •• •••• 25 W11323 - PILE WSTBPPING WOOL ULTRAFAB �_ E! •••••• • • 26 E2o518-KN-3020 - BULB WSIRIPPM SANTOPRENE EPO M ••• •• 27 F206 - GLAZING 8EAD BULB SANTOPRENE ULTRAFAB O t Q • • • ••:••• 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. W 7 LLJ ••• •• • •• 60%00 29 E622 FLUSH BOLT CUP NYLON - '^ • • � � 30 DLOIRC - BACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK O • • • • 31 DLo1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC ••• •• •••• • • • • 33 $10%3/4' 2/ADAPTER FH SELF DRILLING SCREWS -*so* 34 2/UTE SETING BLOCK, 1/4'X 1/2'X 4'LONG EPDM AT 6'FROM EACH END,DUROML'IER 80t5 J5 - 2/LITE SETTING BLOCK, I/4'X 3/4'X 4'LONG i EPDM IAT 6'FROM EACH END,DUROMETER 6035 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 1>1tODUtr fti c•^dt� Co4e a tlL\ck En°n c D AHMALk7Hw tN1Y '�A°T J, FIX PE/70992 s n '3578 drawing no. EP 42015 W12-08 meet 7 of 9 ,4 rocas; �V OPTION st: oPTbDx 92; 5 ACTIVE LEAF: 4 PONT LOCK ASSEMBLY DLO1-6007 BY'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Q 3 (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 890 BY'KWIKSET' LOCATED AT 39-1/4'FROM BOTTOM 1/2"DIA.THROW BOLT(I)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON AND(1)AT BOTOOM ENCASING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM Q THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODSA U LOC(HANDLE LOCATED AT 42-1/2"FROM BOTTOM CONCEALED FLUSH BOLTS EN AGING FR &ASSOC.'E SW 1/2'X 2"THROW BOLTS ENGAGING FRAME AS HEAD MIO SILL INACTIVE LEAF., MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE c 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC." LOCATED AT 10-5/8'FROM TOP AND BOTTOM I. 1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENCASING FRAME LOCK FASTENED TO STILE WITH(2)08--32 X 1/2"FH MS O '� HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS INACTIVE LEAF, 6 Q LOCK LOCATED AT 42-1/2'FROM BOTTOM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' C e7 g 1/2'X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SOLE LOCATED AT 10-5/8'FROM TOP AND BOTTOM k LOCK FASTENED TO STILE WITH(2)08-32 X 1/2"FH M5 oalg0 *:Soo i i •• i• i � j �� • • j •• �• \ • *,•fff / \ \ / 0oMw *000 • ••�•• / \ \ / I DUCPRTiVISE♦1 Z�iLL •0 0 00 { ••f i i / \ \ / 110"aMbY fwhe tee tlerld. $z • •1 i •... •••\ i i / \ \ / Aexpgfeena)5-OLo,3�1 p� ••• • � • �j r+r�•r••Tr1.�9 � W m • ACTIVE ACTIVE IN4CTIVE ACFlVE CNNd � O J 1 8 W �ffig MGES N 3-1/2'X 7-5/8"X.122•THK D"UDED ALUM HINGE Ew AID MIAD PART OFD-107 BY SULLIVAN&ASSOC. FIA PCIVIL g n 3 HINGES PER LEAF C , BOTTOM HINGE AT 10-1/4'FROM BOTTOM TOP CENTER ,HINGE AT M DSPAN(38'O.C.MAX.) 5 HINGES FASTENED WITH 010 X 1'FH SMS drawing no. (5)SCREWS AT HINGE STILE (8)SCREWS AT FRAME JAMB WZ sheet 7.1of 9 ,i r """```��� �u .519 -moi k-.394 ' r-.130 M 1I 03 N .825 •803 .045 .803 .050 .803 .04 Z # e 078 J 11 4.031 1.047 1.047 1.172 4.750 F^-2082--�I 1a LAZING BEAD � G BEAD t5 GLAZING s/t8•CU1$$ 7/te(LASS �NSUL GLASS t DOOR FRAME HEAD/SILL G 1.507 4.000--q 1.507-4QQQvvv qua I d � 7 LEAF 70P/BOTTOM RAIL 1.525 4.719 ��_ 078 a a 4 3.719 •078 .781 .078 1.750 1.507 • •• LL 8.250 1.500 • • • •• • 4.000-�1 r 1 7.531 -f-312 J •• ••• •• ••w • 9 LEAF HINGE STILE 062 • t►noaucretsvlaen uaowt»t'L�9 wttN Iht P1xt{dH 11.75 • • 8.344 �I ^ UYIIopC.nM *00 •• I a` LEAF W'STRIP ADAPTER AetepnxeNo tC-e16;•!S 4 • t aso aoaa-«� 64. • • • •• •• ••• • .094 o 3-151 • •SID UTE TOP & BOTTOM AME -i Tt .442 Z 3 • •••••• • l081 1.780 � 1.7s5 .312 � 3Z • • • • •329 •• • •• ••• 078 • • ••. .07e 7 9" BOTTOM RAIL t2 1.554 V t$ e• ••• •• If e• W a�� • 1f8i2 •! LEAF LOCK STILE 1.507.•1 LEAF ALIGNMENT BRACKET 750 2 0 ••• • • • • • 5.344 •• � FRAM�•GAYER • tg •r 687 .078 .375 dt .050 1.197 1.507 1.750 2081 KMULUON 1574 •125 3 19 .078 .154 11 t3 LEAF CLAMP t6 SNAP COVER iEAF ASTRAGAL STILE Sao HINGE BACK-UP PLATE Bo '12„ 6281 e �1.500bI 1500 1.280 625 .719 a m u 0 N .078 Ellgr.JAYS ANMAO g 4.000 4.000 11A•PE 70892 CAM. 1.625 4.188 CA . .078 2.097 $ 8 1507 I�a000 076 SE 2415 drawing no. W12-08 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM E a SIDELITE SUP ON JAMB aheet 8 of 9 a Y 22 22 M4 V 22 `1, N Z$ i p � p&a< �• • U g • • •0600 • • • • • 0000 .. ••• • DODR FRAME CORNQt W • • • 0600.• •• :•• ••.••• UF FRAME CRN SIDELTE MULLION SLIP ON JAMB CORNER c 30 o n 02 • •.• • 0000 Z 34 0006•• • • � 3 z • • • • 0060 0• ••. • •• 0000.• M w;,8� 0 • • • • rRomcruwsco •• ••• •••• • • a�'aa•pt>r1N.NM rtr TbrW 00 00• {�Ax 12 �'�'> cpm p � � Ip 1 T II U It" y>y o Ip I I Z 1 FB nnn Engr:JAVAD AHMAD FLA. `W2 g h S 2015 drawing no. W12-08 sheat 9 of 9