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WS-16-3052 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-270815 Permit Number: WS-11-16-3052 Scheduled Inspection Date: December 06,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: WILKINSON, KENNETH Work Classification: Door Replacement Job Address:390 NE 91 Street Miami Shores, FL 33138- Phone Number (973)632-2529 Parcel Number 1132060190190 Project: <NONE> Contractor: SKY BUILDERS GROUP LLC Phone: (305)206-8928 Building Department Comments REPLACEMENT OF TWO DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 05,2016 For Inspections please call: (305)762-4949 Page 17 of 28 i i 3 ss Miami Shores Village ltt 10050 N.E.2nd Avenue NE ail Miami Shores,FL 33138-0000 APP Phone: (305)795-2204 y 1181 1 ' Expiration: 05/07/2017 ZZ Project Address Parcel Number Applicant 390 NE 91 Street 1132060190190 Miami Shores, FL 33138- Block: Lot: KENNETH WILKINSON Owner Information Address Phone Cell KENNETH WILKINSON FL (973)632-2529 Contractor(s) Phone Cell Phone Valuation: $ 1,900.00 SKY BUILDERS GROUP LLC (305)206-8928 _...,.,.,, Total Sq Feet: 0 Type of Work:REPLACEMENT OF TWO DOORS Available Inspections: No of openings:2 Inspection Type: Additional Info:REPLACEMENT OF TWO DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-11-16-61990 $2.00 11/08/2016 Credit Card $ 136.20 $0.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $136.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptingthis permi assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE IC L,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FID VIT- I certify t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi ni t ore,I authorize the above-named contractor to do the work stated. November 08,2016 Aut rize gnature:Owner / Applicant / Contractor / Agent Date Buildincf Department Copy November 08,2016 1 � Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B�; Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 t�-1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. 1n1 S (D '?�05 2- rgBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �l� 3 J City: Miami Shores County: �� Miami Dade zip: �U Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: JJFlood Zone: BFE: FFE: OWNER:Name(Fee Simple Tit eholder): �C°e�lV�lE �! �7S `� Phone#: Address:1 City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: V® C l%c ,� `l�L Phone#:�1���' Address: � � 1 Q' � City: Util State: Zip: 3'�3 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Q DESIGNER:Architect/Engineer: _ ��j e - 1 1 ( � Phone#:� "'106 Address: City: State: Zip: Value of Work for this Permit:$ C}bt` Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: D C � 4(jo fig) -3s Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ OL (Revised02/24/2014) r t ` 1. • Bonding Company's Name(if applicable) .,. Bonding Gompany's Address �•• C" 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. 1 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 constriction 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$25W,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 e o suc posted notice, the inspection will not be approved and a reinspection fee will be charged. ' Signature ®��� ` cl-I IV OWNER or AGENT J CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ®C-T�4 -r—� .20r�•by day of 20 by 4r ��ii�' wr"fio is personally known :' is personally known to me or who has as me or who has produced as Identification and whop died take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si '4t"J., Print Print: Seal: =•� �•= MY COMMISSION#FF964005 Seal: MY COMMISSION#FF9" 08 EXPIRES Fabnmy 23,2o2o •,WS, EXPIRES February 23,2020 1�7�81pFC'Sf PIwMt+ �:+N S3 rMnyuNWA" wtuww, APPROVED BY —T71 Pians Examiner Zoning Structural Review .� Clerk (Re2/24/zm4) 50 p Miami shores Village Building Department son p,..� 10050 N.E.2nd Avenue zny� Miami Shores, Florida 33138 jpFNres�N�' Tel: (305)795.2204 tpR�pA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackn ledge nt: alifier/Owner Signature Date Print Name 1G-0-#70-4A 'T , L),)i1141;l'o P/1 Ct rUk., 4,1�e-ql JT 0-1 0 -1 . . �, z 0 . . O 0 � 0000.. 6 j 6 � 5 0000.. . .. 0000 90000000.. . .. 0000.. e • • O . 0000 0000 cs; .0000. ► cr 0 ... Pu 0000.. ..:© 0000.. . . . 0000.. 0 0 . o 0000.. G 63 05 Z. Miami Shores Village 0 APPROVED BY DATE IT) ZONING DEPT BLDG DEPT 0 � M SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS W 39 z z z z o � 0 o a o S+ ® Jc 0 � . Kd = : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI ®ADE 175 MPH WIND ZONE Interior &Exterior Zones (4845 -Walls).Positive Pressures Ex osure C For the :175 ' mph Wind Zone CATEGORY 2 ffective Wind Area (or, Tri utary Area) in Square Feet Height 10' 20 .30. 40 50 60 M ) A.Lal 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 '40.6 40.0 39.4 30 4.6.5 . 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, Tributary Area) in Square Feet Height 10 20 30 40 50 60 M 71) -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 -4.5.2 -•44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 753.6 -51.4 -50.1 . -49.1 -48.4 -47.8 . 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 j 58.2 -55.8 +--54.4 =53.4 -52.6-J -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C Far the 175 mph Wind Zone. CATEGORY 2 Effective Wind Area or, Td utary Area in Square Feet Height 10 20 30- 40 50 60 M do -1.29 -1.23 -1.19 -1.15 -1.13 'I5 m tL_54.1 -50'.4 -48.3 -46.8' -45.6 • -44•.7. 20 -51.1 -48. -47.3. 25 •.-59.8 .' : :5i:$ '• 53.4 . -51.7 -50.4 -49.4 30 ••-6£' •-58.`1 " -55.7 '-53.9 -52.6 , '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. 50 •. '159.3 .' 0'«64.7•• -61.9 -60.0 -58.5 60 •• -3?.9 .' '6?.Ct. :. -64.2 -62.2 -60.6 Length of End Zoe (a): 10%of legs]horizontal dimension or .4 h,'whichever I , but not less•than 41j'01 Ie4t 4;ri4ontal comension or 3 ft. (h ;= mean roof helg t i , et . NOTE:ANB% RE • • a • • • • 0 • Qep-IOP -.0F.7H9;I.CRDS:SHOWN ABOVE MAY BE TAKEN FOR FLA R FS. MIAMbDADE MIAMI-DADE COUNTY 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 ACCEPTANCE (NOA) www.miamidade.¢ov/economy Labrador&Fundora Corp dba V&V Windows 2355 W 4"Avenue Hialeah,FL 33010-1454 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 gqmaly with the Florida Building Code, including the H' oci ESCRIPTION: Series"300" Out swing Glazed Aluminum Door wlwo Sidelite or door whvo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10 -08 Rev F, titled "Series Aluminum Out Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, 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 iaua�a cavus: 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(whvo Reinforcements). 2. Door vv/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 ft?,nor panel tested area and max.Panel height. 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 tides,advertising or airy rpr ses aily-terminate this ion 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 dis&cd.ig add tising-1herahxe. If any portion of the NOA is displayed,then it shall be done in its entirety. •• • • • • INSPECTION: A copy ofogs e&e ZA.•sliaal teprovided 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 renews&revises x,12-0113.02 Gonsistscf this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentAion 1+as reviaew e*gty%hgq I.;Ghands,P.E. •.. • • . ... . • =September 10.05 h11AMIMDADBCOUNTY • • • • • • • • • • . ••! + • • Expir2020 i : :••.: : : : :•••o App2015 a1�1�5 ... . ... age 1 Labrador&Fundora CorA dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No.W10-08 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under files#12-0113.02/#10-0406.04) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 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 doors w/wo sidelite and door w/Transom&sidelites,prepared by American Test Lab of South Florida, Inc.,Test Report No.ATLSF4403.02-08,dated 01/18/10, signed and sealed by William R. Mehner,P. E.,Henry Hattem,P.E. and Edmundo J.Largaespada,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5111 Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, 04 and-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.(former E.I. Dupont)for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51n Edition) and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER •• ••� � � ••• � � �•• 1. This NOA f avisee;&747 411-".02, expired on 09/01/15. 2. Test proposal!;#09'3561&•test proposal dated 10/20/08 appi;oved�by BC O. ••• • ••• •:• -r.-• • • � � Ishaq Y.Chanda;P.E. • • Product Control Examiner • • '.• 0 0NOA No 15-0310.05 " Expiration Date:September 01,2020 0:0 00 Approval Date: September 10,2015 • • . ... • :• •: •• ... . 00 I 0 O a t+ U .". • .. PRODOC f REV18f,0 ���g • . ' Mai.ra,kitala 3 :*694: I�te Na rs"o3l0 or z • 9.006. 6 • � E�pinMlr �j�j��ss 00004 9 '69666 �+} ca6lay o • ou .. 6. 9 . 6. • . 90 6666 • . 6 � 669666 _ N • 66 J 6966696 9 • •••• • THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT Qa 009:0. • • •.••• SHUTTERS ARE NOT REQUIRED, g � 9999 • 666969 � 669 •� • • • 96966• � c 0004 6• o...6 i ALUMINUM OUTSWING ENTRANCE DOOR • •• pp • • ' • • SINGLE (X)AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. z 3 o • • • SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. 1 - ••• •• 000000 SINGLE (0) SIDELITE SEE SHEET 4, • SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. 'B IZ*^ LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR 4 SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. E. 0 1/8"HEAT STREWD GLASS 3/16"HEAT STREN'0 GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION S'O` _ .090'interlayer .090'Interlayer RESISTANCE IS REQUIRED. O By'Kue PVB By 'Xuracite PVB THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE By'Kuroroy Americo,I c.' SY Kureroy America,Ine.' REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/8'HEAT STREN GLASS 3/18'HEAT STREWD GLASS HURRICANE ZONE(HVHZ). 18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY o a SILICONE SILICONE TO TRANSFER LOADS TO THE STRUCTURE 0 M DOW 995 DOW 995 PECORA 895 PECORA 895 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. m •m To- AT 1/4 POINTS ON LITES m$ o 18 BER4 POIN28�N6Y NG-OR-I OADING COWDATONS-NOT-SHOWN4N4N \ 20 I \ m� m \ NOT PART OF THIS APPROVAL. 2O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6 F n a 25 , 25 , ( ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. •� +"i$ ` I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT 0 o E COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 21 � o Nr..JAVAO NM n RAL JPE 70592 g GLASS TYPE 'A' GLASS TYPE In, GLAZING DETAIL �3t1 5/18'OVERALL LAM GLASS 7/16°OVERALL LAM GLASS AT SIDELITE/TRANSOM is W10-08 sheet 'I of 12 39 5/8"MAX. 76"MAIC. /R ,U to FRAME WIDTH FRAME WIDTH o 12' 12" Z i 5"MAX. MAX. 5"MAX MAX. HEAD/SRL r A'_. SILL HEAD/SILL A _ HN 0 j u CORNERS CORNERS i'- -�� F` iN �o � s I HEAD&SIL ANCHORS AT STILE ENDS \OR (4)AT 3"O.C. SH LT • • • ••�1 � C' X11 1 \ �'� • • ••• • • /Oi � • • • : • J==`i N f/- ii LOCK OPTIONS\ 4 •••• • o H i #1 OR 02 �•1i • i •••• x u j (OPTION#1 SH O Q eo o �1y 1 SEE S�i�ET 10 N O •• W N\f ° •• . 1 ie MI ty µ4 1y I ••• • •y• oil LocK OPDON� • • • i• �1 OR 02 II ¢ ••• • • • •i •�1 (OPTION+1 SHOWN) • **so •\IC SEE SHEET 1Q • •• t FLUSH p ••• •• • •• " \ ' II a ' BOLT • • i t1 z o�°�'o,� • •• • AC11VE ACM INACTNE <- ••• PRODUC r RR YIEDFTerlda o al> SURFACE LIW • e mz SURFACE APPLIED B ' rmeph'M{ g$1 FALSE MUNTI OR S FALSE MUNTINS OR WWIngCaM yy DECORATIVE ILL 26 3/4"MAX. 1D .8 OECORATIVE GRILL 26 3/4"MAX. 26 3/4'MAX. 8 Ampleeaa No -0 i 3AP o�I W MAY BE USED E O.L.OPG. _ D.L OPO. D.L OPG. �pireNoY aC 1 MAY BE a J 9 N S F 36 3/4'MAX. J/,`✓ d• w, 36 3/4"MAX. 0 yJ CeW A LEAF WIDTH LEAF WIDTH 36 5/8' 73"MAX. DOOR OPNG.W. DOOR OPNG.WIDTH (X) (XX) OR DOORS LO ACITY - PSF DOORS LOAD CAPACITY- PSF NOTE: wqnuGLASS GAPAGIT ES 0 GLASS TYPE [Ass GLASS TYPs cLAss TYPs BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. -A' DOOR DIMS 'A' 'B' AND FLORIDA BUILDING COMMISSION cal^d FRAME LEAF FRAME LEAF FRAME LEAF FRAME LEAF DECLARATORY STATEMENT DCA05-DEC--219 0 WIDTH WIDTH HEIGHT HEIGHT EXi.(+) INT.(-) EXT.0 INT.(-) WIDTH WIDTH HEIGHT HEIGHT EXT.(+) INT.{-} EXT.(+) INT.(-) ; 6$ 37-8/8' 34-3/4" 98, 70.0 80.0 70.0 .0 72' 34-3/4' 98. 93-3/8' 70.0 80.0 70.0 80.0 35-3/4' 88.3 75.8 78.8 76' 36-3/4' 88.3 75.8 85.3 78.8 0 o Q rVr.JAVADAHMID N GLASS D.L.O. DIMS. FCA'PE A 70592 g �' D.LO. HEIGHT = FRAME HEIGHT - 12" cxN 36 5 D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.875' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50')/2 drawing no. 03 201 W10-08 sneer 2 or 12 39 5/8'MAX. 76"MAX. u FRAME WIDTH FRAME WIDTH 38` 71 5/16'MAX. o D.L. OPG. t2" D.L.OPO. 72' Z 3 5'MAX. YAXH ALUM REINF. 12 5'MAX. H ALUM REINF. SILL CORNERS HE CORNERS F CORNERS HEAD/SILL F ••••: •�t N• ••N•p• H ••••%••�%•••% %�iittti /V i �e��, �N N p H i i �, //jiIitt,i /G E %%//t/• \ i. .�t AT TRANSOM ENDS _ . . 0viQ(T��Y(2)ANCHORS ANCHORS AT TRANSOM ENDS -1/2'O.C. SINGLE DOORS DOUBLE OOORSfAT4 •••• : • 1•• • 004 z W"j a •• _ L7DI (RANSOM) =MRANSOM HEIGHT - 4.625" D.L.O. WIDTH a FRAME WIDTH - 4.6875" LGCK OPDONt 0 �3�OCr_ti F v •••• ab c cx•�•••••• • \••-•i•/•i{{,tItIi --"'-'= N \ o C-=-=\-=-/,t�uL1�rL� 2/ / ) + SEE SHEET f0 :**a• y 14 0*0 t• • •: LOCK OPTIONS • • \ (OPTION$2 SHOWN) •• SEE SHEET jy gU Vp$Sa0>1 Oo 10 \It ti t�\ FLASH SOLT PRODUCE REVISED .g o eomply1is with IAe Iwiding Coda ACTIVE ACTIVE INACTIVE Anepben No E►pu*wn Onli SURFACE APPLIEDJ B SURFACE APPLIED B ' 1� rmhw` C+at FALSE MUNDNS OR FALSE MUNTINS OR DtIlc PSwigri -/ DECORATIVE GRILL 26 3/4`MAX. tO $ DECORATIVE GRILL 26 3/4'MAX. 28 3/4'MAX. 8 a$ MAY BE USED D.L OPG. MAY SE USED D.L.OPG. D.L.OPG. 36 3/4"MAX. 36 3/4"MAX. SILL AN C LEAF WIDTH LEAP WIDTH AT STILE ENDS NOTE: m l (4)AT 3"G.C. 01 ASS CAPACITIES ON MS SHEE1 ARE II E a 36 5/8" 73'MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DDDR oPHc.w, DOOR OPHG.WIDTH AND FLORIDA BUILDING COMMISSION (O/X) (Q/XX) DECLARATORY STATEMENT DCA05—DEC-219 c ofla n"� DOORS WAD CAPACITY - PSF DOORS LOAD CAPACITY- PSF o 0 SINGLE DOORS WITH TRANSOM (0/X) DOUBLE DOORS WITH TRANSOM (O/XX) GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE Engro JACAD AHMAO S 9 CIVIL .B. DOOR DIMS. 'A' 'g' DOOR DIMS 'A' •B. F C N'3532 FRAME LEAF FRAME LEAF EXT.(+) INT.(-) EXT.(+) INT.(-) FRAME LFAF FRAME LEAF �.(+} lNi.(-) EXT.(+) INT.(-) y i WIDTH WIDTH HEIGHT HEIGHT WIDTH WIDTH HEIGHT HEIGHT $ h , 37-5/8' 34-3/4 70.0 80.0 70.0 80.0 72' 34-3/4' 70.0 80.0 70.0 60.0 39-5/8' 36-3/4' 120' 83-3/8' 68.3 75.8 68.3 75.8 7g" 38-3/4" 120` 93-3/8' 88.3 759 68.3 78.8 Q 3 20j, drowing no. Wi o—N sheat 3 of 12 36"MAX. SIU£LITE FRAME WIDTH � � o 1 0 31 3/8"MAX. Z 3 D.L.OPG. O 12' FT 5'MAX. HEAD QQ S MAX HEAD/SIU. SILL O CORNERS a ao • ""too—as 1f9a. •%•••• •}���I• ii p•••• •i • • • • • • • • • • 1 • u •••••• t • • • =====n-==== O • •• • ti w x •M • u - pO • • • •• W •h • iV O ••••t�� • ••• m •i o•II• - . • ••d• • • •��•• • �f•• • -== 1� ___= 0*0 • • • • • ••S• • II ••••wi • • • •• •jIiThe • • ----II---- 006000 • + ••�• • 11 z oo�o� • • • A K S � • •• • > V>�t� SURFACE APPLIED FALSE MUN INS OR DECILL MAY BE USED 10 s � PEODUC PAEVTSED r eowplylas*Rb the Plod" bNdlogCode FIXED LITS(0)LOAD CAPACITY-PSF Aeeeptaaa Nos-�� GLASS TYPES F.apieattea Dafe y g rD UTE DIMS. 'A' & HERE EXT.(+) INT.(-) u iS Wl 70.0 80.0 90 70.0 80.0 70.0 80.0 70.0 80.0 NOTE:70.0 75.6 GLASS CAPACITIES ON THIS SHEET ARE 98, 70.0 71.2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3p• 87.4 67.4 AND FLORIDA BUILDING COMMISSION o 38' 64.1- sal DECLARATORY. STATEMENT DCA05-DEC-219 0 4 Ergr. VW AHMAD a c F}X PEMf 70592 g \ 33 CAN.-J53tf yp` , --- GLASS D.LO. DIMS. (SIDELITEI ■ b D.LO. HEIGHT SIDEUTE HEIGHT — 4.625" drawing D.L.O. WIDTH = SIDEUTE WIDTH — 4.625" SAO O$2015 _ SIDEUTE FRAME WIDTH W 1 0-08 sheat 4 of 12 SIDELITS MULLION CAPACITY- PSF 144' SIDELTTES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTHNOMINAL 1� simurEtE LEAF FRAME SIDELITS SIDELITS 31 3/8° 3tfl/o REINF. 9/ALUM HIM. CLUSTER OF WIDTH WIDTH HEIGHT 12" (4)ANCHORS 12' D.L.OPG. INCHES INCHES ARCHES EXT.(+) INT.(-) EXT.(+) Mi.(-} 3' AT HEAD/SILL HEZ G 2e 70.0 80.0 70.0 80.0 SILL 28 70.0 80.0 70.0 80.0 A O u 32 36-3/4 80 70.0 80.0 70.0 80.0 ^ 36 70.0 80.0 70.0 80.0 40 1 63.0 72.0 63.0 72.0 I Qi 24 70.0 80.0 70.0 80.0 I \ h 28 70.0 Box 70.0 80.0 H II ii / I FLUSH VVV 0 �eM7I 32 36- 84 70.0 80.0 70.0 80.0 It �I / I /-No' a Q 4 • • 36 41• •• 7.0 460.0 70.0 BOA ___.1L_-- _ / g d{pp •••••• 40 ♦I• fi3O 0. 7 0 GiO 72.0 •• ••••••••M••:M�I•: 3 •••�3• ibo. �o0 70.o so.o ===L_ E / �i//,• a�i� •• - o • 70.o eD.o LOCK OPTINS ;2e /a Dp OR 0 Q7 70.0 80.0 (OPTION 2 S ) SEE SHEET •60.0 70.0 80.0 10 24 70.0 70.0 80.0LI 2 1. 70.0 80.0 WaJ. A 32•i40%• 4 70.0 80.0 0• • 83rh r / p ••••�i ••ice••• • • II \(ii / v • • • • ••••ti•••• II ••••r4' • • • • •••• • _ II -- • •••••••••• ALUMINUM �*••••••••�• •• I\\ / FLUSH • • • • • • • 12 STIFFENER it ii \ BOLT • \ ' 4a ••• • • ••t••••• • 1 on • •• • 0 ACTIVE INACTIVE so -Y y a"� SURFACE APPUEO FALSE MTNTINS OR 31 3/8'MAX. 26 3/4'MAX. ILL NOMINAL SIDELRE WIDTH _ LEAF WIDTH MAY BE USED O.L.OPG. O.L.OPG. DA. OPG. O ALUM REINF. DOOR OPNG.WIDTH NOMINALSo LTTE Dm 36 3/4'MAX. E AS PER CHART @@@ 1 1/2• 'MAX. SINGLE(X)DOOR SEE CHART AT LEFT LEAF WIDTH 73'MAX. DOUBLE(XX DOOR PRODUCFREVISED ,. 1 1/2' 73'MAX. 1 1/2' as*VIYinp whh lbe Flaeldl DOOR OPNG.WIDTHbwdinR C�Ma O p5 A4aPts"ace No 1 (OXXO)TESTED BtrkAtbtImit NOTE: FOR DOORS CAPACITIES SEE SHEET 2. DMAr rodKtC•tt+1,1 FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO. FT. PER FEC 2014 0°' LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART c 6$ WILL APPLY TO ENTIRE SYSTEM. 0 o q Engr.JAVAD AHMAO N qg FTA.PES 705112 y CA t1 NOTE: GLASS CAPACMES ON THIS SHEET ARE E 0 3 2015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W1O^O8 DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 TYPICAL ANCHORS EDGE DIST. 'W SEE ELEVATIONS WOOD SUCK 9/16-MIN EDGE DIST. FOR SPACING •.4 (SEE THROW BOLT . : 5 EDGE o EDGE DIST. METAL STRUCTURE 0 PEC BELOW) PENETRATION J. OAV -I 11 it TYPICAL ANCHORS TYPICAL ANCHORS ANCHORS • ftv i I-I I:�' SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0e ,L-1 *Is FOR SPACING FOR SPACING FOR SPACING 8 % • tv�- 24 % Oil z 0 WOOD BUCKS AND METAL STRUCTURE NOT By V& V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ~b- AND TRANSFER THEM TO THE BUILDING STRUCTURE. _j %•0*0 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1/4' DIA, ULTRACON BY 'ELCO' (F.-177 KSI,FY-155 KSI)• Li 0:04eeloso 'b: *0 0 0 4 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 Ye 4* • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 • % • 0 • THRU 1 B BUCKS INTO CONC. OR MASONRY 00 �Jqdob • 01-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) -v 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) pq DIRECTLY INTO CONIC. OR MASONRY >It 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SIELF DRILLING SCR (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) PRODUC r REVISED lea0 Wilk At Flarmt INTO METAL STRUCTURES le STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) pot"" ALUMINUM : 1/8" THK MIN. (6063-T5 MIN.) z%plow"Date (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p ISL.-,\kll�w " 'TYPICAL EDGE DISTAN DAO pildut cam"" Ijz'M = 2-1/2" MIN, THROW SOLT ILA INTO CONCRETE AND MASON PENETRATIONis INTO WOOD STRUCTURE - 1"1Y MIN. INTO METAL STRUCTURE = 3/4- MIN. 24 601\ I I R.4� WOOD AT HEAD OR JAMBS SG - 0.55 MIN. - ::IJ99 20 CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 0... C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. DOOR DETAIL SEALANTS: Engr JAVAD AliMAD Is CIVIL FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FIA.PE 4,70592 METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE, CAN. M • WEEPS I SIS CONC,a. & Q. drawing no. WEEPS: TYPICAL ANCHORS 3/16' X 3/4-WEEP SLOTS AT 3' FROM EACH END EDGE DIST. SEE ELEVATIONS FOR SPACING OPERABLE UNIT W10—OV 1/4°MAX. 1/4°MAX. iffy WOOD DUCK SHIM O O SHIM (SEE NOTE SHEET 1) [Q o TYPICAL ANCHORS TYPICAL ANCHORS z h J SEE ELEV. SEE ELEV. g FOR SPACING _ ` FOR SPACING :Y i SFaI a •••••• �11�• • 19 EXTERIOR !. o Ila l W$ •�•••• a •• • >."d �2�pA� • • • 38 3/4°MAX. LEAF WIDTH N N•••• • • LOCK OP IONS • • • • • �• • 1 OR 2 •••• • ••• 38 S/8°MAX. y • • �••• •s e 6 SEE SHE€T2 0 FOR DESCRIPTION e• � • ••�� e• ••#••• DOOR OPNO.WIDTH mi g ••Nom• • • • 0000000 4•0♦0e 39 ME MAX. 1/4°MAX. o: • ••+j • • • • •s t••t FRAME WIDTH SHIM 5S7 • • • • SHIM ••• •• w 3 . o •••• • .•..:. •• CONCEALED FLUSH BOLTS • • TYPICAL ANCH • ••• CONVENTIONAL LOCK WITH DEAD DOLT LEVERS AT INSIDE FACE OF STILE G • ••• ••••31E •.• *OIL* •• 2BY WOOD CK y • • FOR SPAG • OR c9 e 3 •••••• • e • ACTIVE LEAF INACTIVE LEAF D E • •tee •1••••�•e••• • 20 /Js - :....' Ir 78EXTERIOR TYPICAL ANCHORS D.L.O. SEE ELEV. —7777: 1 17 17A 8 7 8 FOR SPACING v LEAF WIDTH ° LOCK OPTION 02 72°MAX. c DOOR OPNG.WIDTH 76°MAX. FRAME WIDTH PRODUC f REVISED CONCEALED FLUSH BOLTS n n n 3 POINT LOCK ASSEMBLY LEVERS AT INSIDE FACE OF STILEr ap co ft I\0 abomc m Attvpmm U91 . ACTIVE LEAF INACTIVE LEAF EtttiraN�WINm co u o w mwwqMrr DamICaprT m 15 Engr.JAVAO AHMAD CmL FUL je �1aAaEi ssa92 s k — -7 drawing no. EXTERIOR W10-0 LOCK OPTION #I DOOR DETAIISISE3 2M ana8t 7 or 8 8 TYPICAL ANCHORS �v ' SEE ELEVATIONS EDGE DIST. FOR SPACING o I"IL S 1 U N li 1 • •M .T�aQ pq • f • • 10 VO4��t ••0•f•• f10 •• •• •0000• •+•tt• • E •: • LL Q�3 • o 0000•• IO 0 •• _•• • • • ••r •• • • /ROW .. • M� • •• •••• THBOLT g •00�A0 • 0 • t • ••• •••• •• 10 PENETRATION • •0000• • •• ♦i0t • S: 1 • • •0 000 �� • • • w 0000•• ••• • 0000.14ULL00 •• •• • U • • w • 12 0000•0 • 9 • • 1/4"MAX.- do 6 ••• ••�••• sHIM.: • SEE ELEV. • TY'PICALANCHORS. . 5 >a �- c $1 FOR SPACING'. $>3 i e I�g� Ala o wx •,:' PRODUCf R£.VISF9 CwR41Lc Fk�rlAe o W 1 EXTERIOR epli. 0 v p D.L.OPG. ai fitrd Drdr Ce�dd O .. L TRarlsoM FRAME vnDTH Z �fioS 0 Ear.'JAM AHMAD N •1 g Fu PE ZW g CAN. } drowing no. DOOR WITH TRANSOMDETAILS ()El� W10-08 sheet 8 of Q TYPICAL ANCHORS 1-1V SEE ELEVATIONS I EDGE DIST. FOR SPACING 1/4•MAX. 1/4•MAX. 10Y WOOD DUCK ; °'� .:'P;' P i .• (SEE NOTE SHEET 1) Z J •"1 SHIM SHIN O TYPICAL ANCHORS TYPICAL ANCHORS xv� FOR SPACING FO SPACING y O a 10 �7 dj�8 G1 t°• ' EXTERIOR D.L.OPG. METAL o STRUCTURE SIDELITE FRAME WIDTH = n yRODUtf REVB6U v • •• w{tA titc itor{Ia SINGLE SIDELITE *'Qeip7� o a • • • >..aa+ncoa. •• ••• • 6�a�1 Via•��i� • • • • • • 13 ALUM STIFFENER 11+1Yid CaMabl • • ••• 1/4•MAX.'. AS REOD. • O X10 X 3/4•FH TEKS O SEE SHEET 5 FOR CAPACITY g� •••••• �. •• sHl{e . H AT 10•FROM ENDS L b • • _ AND 24.O.C. MAX. •g a " •• •• O•�• ••• TYPICAL ANCHORS.... I Ii 4 a • w a SEE ELEV. s a i3 stt •• •• m lal• Fo-.000 FOR SPACING'. 1 r o 4? 8f °' L • eI.E Ian21 1G ii � ,D9a"�Nzk u • • •••• II it- EXTERIOR D•40• o Q 1 4 RR D.L.OPG. LEAF WIDTH u S m NOMINAL SMELRE WIDTH DOOR OPNG.WI 38-5/5•MAX.SINGLE(X)AOR 73°MAX.DOUBLE(XX DOOR 10 FRAME WIDTH o S 1 21 z o O = En r.JAVAO AtGAD •a co N RA.PE 1X582 g '• K51.OONCa . 0 ° :: '• SIDELITE DETAILS drawing no. rEDGE DIST. TYPICAL.ANCHORS W1 0-08 FOR SPACIELEVNG STATIONARY UNIT (SIDELITE) SIDELITE WITH DOOR DETAILS ,[P 2015 sheet g of 12 ITEM$ PART 9 RRQD. DESCRIPTION MATBRTAL MANF./SUPPLTRR/REMARRB 1 V501 3/DOOR FRAME HEAD/JAMB 6063-T6 V&V SELECTED EXTRUDER 4y�\ I 2 V502 1 FRAME SILL 6063-TS V&V SELECTED EXTRUDER 3 3 V503 1 SILL COVER 6083-TS V&V SELECTED EXTRUDER Z 4 V504 AS READ. SIDELOE STILE 6083-T6 V&V SELECTED EXTRUDER 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-TS V&V SELECTED EXTRUDER 6 V508 __ 1/LEAF HINGE STILE 8063-TB V&V SELECTED EXTRUDER Q,O R coi 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 5063-T6 V&V SELECTED EXTRUDER 8 V513 AS READ. INACTIVE ASTRAGAL STILE 6063-TS V&V SELECTED EXTRUDER LL 9 V508 2/LEAF SWEEP ADAPTER 6063-TB V&V SELECTED EXTRUDER �j V 10 V509 AS READ. SIDELITE ADAPTER 6083-76 V&V SELECTED EXTRUDER O 11 V511 AS READ. GLAZING BEAD=5/16•GLASS 6083-T6 V&V SELECTED EXTRUDER QyQy 11A V517 AS READ. GLAZING BEAD-7/16'GLASS 6083-T6 V&V SELECTED EXTRUDER r Q 12 V512 AS READ. REINFORCING STIFFENER 6083-76 V&V SELECTED EXTRUDER co M 13 - 2/LEAF 3/8"THREADED ROD STEEL - 1 15 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-TS 1-1/2'X 1-1/2"X 3/16• Z 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY 18 AS READ. SETTING BLOCKS EPOM DUROMETER 801:5 SHORE A _ 18 - AS READ. FIN SEAL FILE WEATHERSTRIPPING • •• 20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER OOtS • • • 21 58 X 1/2' AS REDD. 1CLAZING ADAPTER SCREWS ST.STEEL PH TEKS.AT 2•FROM ENDS&B"O.C.MAX. •• ••• • • • 22 510 X Y AS REOD. FRAME ASSEMBLY SCREWS ST,STEEL PH SMS o • • • • • •••••• 23 — AS REQO. IstoE LITE ADAPTER SCREWS ST.STEEL •• ••• • • • • 24SB-32 X 1/2• 2/ANGLE SUPPORT ANGLE SCREWS ST.STEEL. FH Ms LL • • • • 25 - AS REDD. BUMPER SPACER SILICONE 3 • •• ••• • •• •• •• a o (,pC •• • • • • • SEALANTS: • ••• • •• •••••• I ca.-.. • • narloN a2a2• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH C=. _••••. w••••• ACTIVE LEAF: PTI SILICONE. o� it ••• ACTIVE • 39POINT LOCK•AOSt4FALY BY'SULL!"WO ASSOC.' CONVENTIONAL DOOR LOCKSL?WITH HANDLE BY G 3 v>3 c •••••7 16'X 3'TH W BOLTS AT TOP 9P1��TTOM 'SULLIVAN AND ASSOC.'LOCATED AT 39'FROM HIN E . : I $" • ENGAGING FRAMrAT HEAD AND SRL • BOTTOM SON qt: ••••017JRCW BOLTS ATTACHEQ TO LONWF.CDNG RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON • LOCK LOCATF"JVJ/4"FROM INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' 4-3/4'BALL BEARING HINGES 3 PER LEAF O • LOCK HANDLE•S 49-1{2"FROM 461OITOM• LOCATED AT 46' FRDM BOTTOM BOTTOM HINGE AT 8-3/8"FROM BOTTOM RAIL • • • • TOP HINGE AT 11"FROM TOP RAIL PROOUCfREVIM •••a• • • • INACTIVE LEAF CENTER HINGE AT MIDSPAN r�cowpryM/w11Y Itw FTottW& h 0 •••• HINGES FASTENED WITH 512-24 X 1/2'FH MS t Ca CONCEALED FINISH 80IfS BY'SULLIVAN&ASSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' Aetepfake Na JS^03�D 1/2'X 2'THROW BOLTS ENGAGING FRAME AT 1/2'X 2'THROW BOLTS ENGAGING FRAME AT OP�52: Ky4Mlw 4k•- -�.' x F5 HEAD AND SILL HEAD AND SILL 7-13/16'THREE PIECE HINGES 3 PER LEAF y f. La�+ 12 H 8 MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON BOTTOM HINGE AT B-3/8"FROM BOTTOM RAIL ,W B•dF 11d Ce• C INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT u bbb 1G-3/4"FROM TOP AND BOTTOM 10-3/4'FROM TOP AND BOTTOM TOP HINGE AT 11'FROM TOP RAIL ll? SEB-�A-SA €ASA CENTER HINGE AT MIDSPAN i3 E 8 HINGES FASTENED WITH 510-24 X 1/2-FH MS m n c0t88 1 I � I 1 Engr.JAVAD AHMAD = F 9 Y• t /• I % % /• •/ CAAI. FTA PE tan n CAR. 1 I I Browing no. NOTE: LOCKS MUST BE ENGAGED DURING Wl 0-08 PERIODS OF HURRICANE WARNING. sheat f O Of 12 4.000 ' 078 4.888 IYP. o .094 �0 m 3 1�FFFFo-o-o----2.018 2125 750 I 2R5 � O ItIl °° , 0JU. vi N 0 ° o - 078.62 ° 02 ,.SOD l.T L �. 4_,/4. o o 4.000 13 (��{ t FRAME HEAD/JAMB a HINGE STILE z. °3.500 �4&Wit � 1.750-15.313 812-24 X 1/2"FH MS V dJ 19 CRS TYPE 23 078 g10-24 X 1/2'FH MS a 3 TYP• Z'RS TYPE 23 LL�td 626 ,7 dally 4.000 1.sea l.7so 3 PIECE LHINGE BALL BEARING HINGE L. 4.668 g ' • • 4.000 • • • • • 721�604 0 bee INACTIVE ASTRAGAL STILE • • • a • 4.000 • ••• •i •i • TOP &490 RAIL •• • 626 'g 5 • •e. . •. *a It 0 • • P�500 ole 1.se4 0 �+.094 �o�� z '366 E 1.1V• 5.313S.• • •.• •• '� 0 • ••••.• 7 LOCK/ASTRAGAL STILE • SWEEP AOAPiER • • • 3.532 3.782 •• . • 2.200 •••••• PRouuc r REVISED 1.134 Cac complying with Qe mrih C 2.251 Aaceplutce No l� I Or 062 .485 Eaplratica Dcte 'Z,p 4.176 t2 STIFFENER N �+'^ L 3S 6$ z 1.184078 560 TYR 3 SILL COVER 719 4,045 S 1 .840 o u n w . {�--2.183 11.575 11 a SIDEUTE STILE � .501 GLAZING BEAD - 7/16' GLASS Engn JAYAD AHMADcm 1 t f- .088 1.660 1.133 r .498 SCAPE 1-A3182 b83LA I .07_8 .082 4 .709 .030 tYP. dr i 0 no. 4.000 11 809 P 0 3 2011 W10-08 2 FRAME SILL to SIDELITE ADAPTER GLAZING BEAD - 5/16' GLASS sheet I1 of 12 0 O 3 zd 112 Ou /• VaLLa� i3 FRAME TOP CORNER 4 a O � g • S • • • • • SIDELITE SLIP ON JAMB CORNER •• ••• •�•L TOP CORNER • • :0:.0: f • • 006000 s •• •• •• • • •0 00 is to 00 • • • • • • •a•••• >1 _� • 0:6666 • ••••• o •s•••• • • • • • •• • • 06* •• • PRODIIC P REVISED *Go**: r PIYI.p wItk tee NER Ftww • • TRANSOM CORteak Coda AtcerlaxeNo lS^ �IOd'S� $ 01 1 A�YrI�LIMM'R ceCwa m 03 13 o '® Enan 4AVADc m.� 1 t n CPE!X592 A5" 33 LEAF BOTTOM CORNER t drowittg no. 3 2015 wl0-0s FRAME BOTTOM CORNER sheet 12 of 12