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WS-13-1734Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 Permit No. Master Permit No. W�B— JOB ADDRESS: -t -S �-( LQ I'l E: 1-Z *\i e— • :3 1 , City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I\ 3 Z 0:5- ® 1 a (0 I\ Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /�f,y �}uyPc ` �� Phone#: ft\j '- City: \ �A � ('� State: E1 Zip: Phone#:�7 /19-&'9TenandUssee Name: %� ��� 7 ° Email: K r 1 -St V%64 CONTRACTOR: Company Name:a)i� ` � o Phone#: �� �� � SO Address: '�� ® 1J I �" �;� � ,,q • ` Zip: `M�lis9 rA City: _ 1 4 M 1 State: n -it- - - �'nm� �� °e Phone#: %&Mm®� �!EC Qualifier Name: State Certification or Registration #: !Certificate of Competency #: e _ Contact Phone#: Email Address: f dtaZA G! S --Z: "Afk \ DESIGNER: Architect/Engineer: ce i- Y C Phone#: ZZ V;'ue of Woi`k' $i ®®®` ® Square/Linear Footage of Work: e'ruf'Work: DAddition .flAlt ration ❑New epair/Replace ODemolition cription;of VI%gE7 rki IAC+ Color thru tile: Submittal Fee Scanning Fee $ Notary Permit Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Bond $_ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ � 2— ` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State a/ it ME Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. w e afor Signature � �!/Z �� Si � Owner or Agent Contracto I The foregoing instrument was acknowledged before me this day of , 20 _, by known to me or who has produced who is Sign: Print: My Commission As identification and who did take an oath. The foregoing instrument was acknowledged before me this— day of gk,,, 20 .�, by F. Rwho i rsonn to me or who has produced — X - as identification and who did take an oath. Sign: Print: Notary Public - State of Florida My My Comm. Expires Feb 24, 2015 Commission # EE 63753 APPROVED BY l Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) - State of Florida My Comm. Expires reu r", Commission # EE 63753 Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. 'COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. V ---COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. ✓ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ■ a a a a a a a a a a a a a a a a N a a a a a 0 0 0 R E M ._........_...... . BUSINESS NAME: BUSINESS ADDRESS: ZJV KUL) C L� � CITY STATE V\ ZIP CODE BUSINESS PHONE: ( 88 ) a t � 1u -t1 FAX NUMBER (!SL- ) `7�(-g 40/0f7 � 9 CELL PHONE ) \ 0�,G ? QUALIFIER'S NAME: V, A oJ�1 ` h2y (c7'Pr a c t _ QUALIFIER'S LIC NUMBER: C-Z�, ( ® -!5 2 ® CvS E-MAIL ADDRESS (IF APPLICABLE): 'T-& e-vpc ' -i�- C <�; w-jsA - C-0 ryyx Created on 3119109 BY MLDV 1 RV 3126109 MLDV JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL DEPARTMENT OF FINANCIAL SERVICES ALi i�J� �r DIVISION OF WORKERS` COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION PTION This certifies that the individuallisted 'below has elected to be exempt from Fl-arida Workers' Compensation law; EFFECTIVE DATE: tl-IM12012 EXPIRATION €SATE: 0111012 14 PERSON: GERACI F A FEIN: 550999178 BUSINESS NAME AND ADDRESS. DESIGN HOME REMODELIPS CGRP 290 NW 161 ST MIAMI FIL 33169 SCOPES OF BUSINESS OR TRADE: 2— CONSTRUCTION I— ROOFING 3— REMODELING IMPORTANT: Pn€spent to Chapter 440 95(14), F.$_, an Officer of a carpofx€ton svho elacis exemption tram oris chapter by filing a c 4f11cata of �loctfon trader this secraon ma (lot reco�or nenetis -fir Ea bensation andel tTrks--chantler, Fare to Chapter 440.05021, F.S., Cerlifica>0S_ Qt election to, fle exempt.., apply only ithtn the seapa of the business or trade tiFte eE lire notice of etk,,;on to be elr p.; Pursuant o ChapteE 44l7.05iiSi, f.5., l es of et�t to be exempt and castfticates of e1.ect.on to be eKemPt shall be suSiet't to revaration ;#, at any timr after ih 4,ifng of the nntic'e as the ds all re tDi certitiC7kC person named on the notice or certificate eo iaaSet meets the sequri$meat5- of this action for i$s4aert Ofla certificate, 'be de" shall eB:r#ifwcerti[iL'ttEe atxy time for falters of the person corned an the certificate to meat the rotmirements of this Soto", OWC=2552 CERDFIC,ATE OF ELECTION TO BE EXENIPT RVISED01-11' )k) Ao-Dree v a RRAAI Re4MMS ENGINEERING, 2100 W'76 ST., HIALEAH, FLORIDA Robert S. Monsour, P.E. FI # 11.955 / 0006024 DESIGN WIND LOADS (LBS/SQFT) FOR INC. Kd=.85 FLORIDA BUILDING CODE, 2010 ASCE 7-10 MIAMI DADE COUNTY 175 MPH WIND ZONE Height Maximum Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure D For the- 175 mph Wind Zone CATEGORY H MUDYNGS WITH .6 ADJUSTMENT or, Tributary Height Maximum Effective Wind Area or Tributary Area in S uare Feet 10 20 30 40 50 60 1.00 .0.95 0.92 0.89 0.88* 0.86 -0.96 15 -53.1 48.9 46.7 45.4 44.5 .418 43.2 .-47.9 20 20 51.3 49.0 47.6 46.7 45.9 45.3 -51.•0 25 -49.7 53.2 50.8 49.4 48.4 47.6 47.0 -53.9 30 -52.1 55.1 52.6 51.2 50.1 49.3 48.7 -57.3 40 -54.8 57.9 .55.3 53.8 52.7 51.9 51.2 -62.9 50 -58.7 60.3 57.6 56.0 54.9 54.0 53.3 50 60 -62.7" 62.2 59.4 57.8 56.6 55.7 1 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height Maximum Effective Wind Area or, Tributary Area in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 -49.6 -48.7 .-47.9 -47.4 20 -55.6. -53.3 -52.0 -51.•0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40- -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 1 -62.7" -61.1 -60.0 -59.1 -58.4 60 -67.5 -64:7 1 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone 1MTH .6 ADJUSTMENT Height , (Maximum), Effective WindArea or, Tributa Area in S uare Feet 10 20 30 40 50 60- 0-Maximum -1.40 -1.29 -1.23 .-1.19 -1.15 -1.13 15 -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 25 -71.2 -66.4 -63.6 61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -64.1 50 1 -80.8 -75.3 -72.1 -69.9 -68.1 -66.7 60 1 -83.3 -77.7 -74.4 -72.1 -70.3 -B ' , . %I, Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever iI���` but not.less than 4% of least horizontal dimension or 3 ft. (h = mean roof heig tenfji :AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. f MIAMFD11dcDE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Window & Door Solutions, LLC 8130 NW 70 Avenue Medley, FL 33166 MIAMI-DADE COUN'T'Y PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mlamidadeaov/nern/ SCOPE: , This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the: AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 111800"Aluminum French Doors w/ wo sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, 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 Missile Impact Resistant Limitation: 1. SHW is integral part of sin le door application, door not to exceed 39-1/2W x 84"H and Max DP=+/ -65 psf. 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", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been. filed and there has been no change in the applicable building code negatively affecting the.performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM6DAQE COUNT NOA No 11-1209.02 � , m o , Expiration Date: January 03, 2017 Approval Date: January 26, 2012 1,ti Page 1 1k.nlite Window & Door Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09=17-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 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 OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTI -5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 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) 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 Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-1229.03) 4. 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 double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. Co.) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTME-1300-02 & -04 � � � . L Ishaq I. Chanda, P.E. Product Control Examiner NOA No 114209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-1 11L. Trulite Window & Dour Soluitions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.11 issued to Sal Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 10-0930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10-0930.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 10-0930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. V7 kX!l , 1- LL4 tA 1-� Ishaq L Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-2 SERIES 1800 ALUM. FRENCH DOOR 1V/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 114M WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPO. 34' MAX LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LLAF DQOR '90 37 1/2' MAX. 71 3/4' MAX. DOOR FRAME WUM DOOR FRAME WIDTH 8 3/4' MAX. . I CONCEALED B 3/4' MAX. 12" BOLTS HEAD/SILL 3' SEE MEET 8 HEAD/SILLFLUSH CORNERS (1 FOR DESCRIPTION CORN�r� D.L OPO. 34' MAX LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LLAF DQOR '90 'I 1 II / L_r . I It C D _( II r --H C r/ii E _ ii\L 1 IIS ACTIVE D.L OPO. 34' MAX LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LLAF DQOR '90 II gllm 23 7/8' MAX. E D.L. OPG. % $ 34' MAX. LEAF WIDTH TYPIC�EVATION (XX) DUAL LEAF DOOR DOOR OPTIONS Y!?. GS j ,L,tD.LOSiiDIMS, IL11-120�T.0 D.LO. HETGHI (DOOR & SIDELITE) FRAME HEIGHT — 13" awla .. D.LO. WIDTH (X DOORS & 0 PANELS) — FRAME WIDTH — 13.825' D.LO. WIDTH (XX DOORS) = (FRAM[E WIDTH — 24'/2 DOORS/SIDEIJTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. n' ciDm SHUTTERS ARE NOT REQUIRED. Fin PE 7ose2, , i In drawing no. W01-64 11 1 \\ It C r/ii E _ ii\L n\ Ju ACTIVE 1 II gllm 23 7/8' MAX. E D.L. OPG. % $ 34' MAX. LEAF WIDTH TYPIC�EVATION (XX) DUAL LEAF DOOR DOOR OPTIONS Y!?. GS j ,L,tD.LOSiiDIMS, IL11-120�T.0 D.LO. HETGHI (DOOR & SIDELITE) FRAME HEIGHT — 13" awla .. D.LO. WIDTH (X DOORS & 0 PANELS) — FRAME WIDTH — 13.825' D.LO. WIDTH (XX DOORS) = (FRAM[E WIDTH — 24'/2 DOORS/SIDEIJTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. n' ciDm SHUTTERS ARE NOT REQUIRED. Fin PE 7ose2, , i In drawing no. W01-64 FRAME MAX. MAX. FRAME WIDTH 8 3/4' MAX. 12' MAX. 12' 12' 12' 12° 3' MAX. CORNERS HEAD/SIU. 3� SURFACE APPLIED 3' 3° � zQ 3' 3' F A MAY U�SEDD iI It i II II ao w ii n H ii J / ii E ii\ ii M /11 E R\ ----n---- _II II_ ----Ii– C --Ii n--�----II– of 0 X-11 B IL I --A L \ �I ACTM I III ACYIYE 3' 23 7/8' 23 7/8' MAX. 3" 1� 18^ 23 7/8° MAX. 3° Z u}�{��j^ D.L OPO. D.L OPO. 12 '1` D.L. OPO. Od. OPG. }. $ P J " 34° 34' MAX. 34° MAX. aD 8 LEAF WIDTH LEAF WIDTH LE11F ynpp� O TYPICAL ELEVATION TYPICAL ELEVATION ( OXXO) ( OXJSO ) -H .PANEL SIDELITES ]PITH DIRECT SEP SIDELPPES t7i0YYCT wM 6e/1Uu !E cm uft SIDEUTE OPTIONS b 3 CG W4. O'L EJi .IMM' AF MG 7n CN0. � •^ O� N 72894. :Q V drawing no. W01-64 sheet 2 of 15 ANN. GLASS JM PVD INTERLAYER 1SAFLEX 910 BY 'SOLITTW r1/8" ANN. GLASS M ALUM PANEL /8' THX. PLYWOOD 09Y ALUM PANEL a10 X 1' PH SMS AT 8' FROM ENDS WIND DQQIZ AND 18' 0.0. MAX. ING DET 1 8 26 1/4" 4.y a �4 H� 3 � R v VENT WIDTH NOTE: z aH�f SINGLE HUNG WINDOW IS KIEGRAL PARI OF THIS DOOR. N TYPICAL ELEVAl14NoftM FOR DESIGN LOAD CAPACTIY SEE SHEET 4ftd owed o 1511 o ^ ^ DNGLS LEAF DOOR WITFI SEMS 2800 SINGES HUNG TTDW, TNSEliT S Ste$ 0 G W 6 0 2 WINDOW INSERT OPTION Enon.,)AVAD �AH "FLA. PE 70692 v n CAN..S�B. � '•. � >s g g� W01-64 9h9et 3 of 15 SIDELITE FRAC RWIDTH ro�V NOTE: GLASS CAPACITIES ON THIS SHEET ARE Z / BASED ON ASTM E1300-04 (3 SEC. GUSTS) / AND FLORIDA BUILDING COMMISSION F 1 / DECLARATORY STATEMENT DCA05-DEC-219 W �$ /, `\ IS 4 1 m I( X) DOOR DFR E SIS WIDTH DOOR �� E S� LL ryj _ R A z DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FSC. aLL N DOOR FRAME WIDTH / OX (OXu SSIDELFTE IIID�TFiE DOOR FRAME WIDTH] WIDTH DOOR FRAME WIDTH o ��'• Ij co m O W / \ W / \ 10 ACTIVE L L\,,,// 18° MAX. I DOOR FRAME WIDTHLl LA `\ / g 161 ( xx I DIRECT SET SIOEUTE WIDTH EXTERTOR (%) OR (tIX) Lj DOOR d FRAME WIDTH ACTIVE () (OXXO) ci (moo) ooW�o= c r�wMiYrAell#r PANEL SIDM TfE WIDTH I DOOR FRAME WIDTH I � JAVAO AHKW ! Bak }�i'I Q\ EXTERIOR (%) (� APN 70692 • �lr �• ,1gg "' }' W ACTIVE INACTIVE M 8 drawing no. / I PANEL SIDELITE WIDTH DOOR FRAME WIDTH W01 -64 EXTERIOR (� sheet 4 of 15 3@iGLB LEAF (ln DOORS 111TRODT a1DELFf� DESIGN IAAD CAPACITY -PSR DOOR DOOR GIS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'B' OR D' (MCHES) (INCHES) EXT.(+) INT.(-) 311/2 es.o ss.o 79 3/4 37 1/2 BSA 83.0 31 i/2 --� E/4 85.0 68.0 m 1/z B8A es.o 31 1/2 � 3/4 BBA 96.0 37 1 /2 85.0 86.0 1L Lj, DOUBLE LEAF (x8) D00$8 WITHOUT 3IDSL1Tffi ft DESIGN LOAD CAPACITY - PSP' DDDR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT' (INCHES)IM.(-) ID.A� �� W. b' OR 'D' 31 1/2 80 79 3/4 86.0 8b.0 71 3/4 86.0 83.0 � 83 3/4 88.0 Bb.O ' 71 3/4 86.0 85.0 � 98 3/4 86'0 86.0 71 3/4 DOUBLE LEAF (x8) D00$8 WITHOUT 3IDSL1Tffi ft DESIGN LOAD CAPACITY - PSP' DDDR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT' (INCHES)IM.(-) ID.A� �� W. b' OR 'D' 31 1/2 80 79 3/4 86.0 8b.0 71 3/4 86.0 83.0 � 83 3/4 88.0 Bb.O ' 71 3/4 86.0 85.0 � 98 3/4 86'0 86.0 71 3/4 88.0 85.0 s1xcLE LEAF (x) Dooms tTITH S.R. INSERT' DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 8/8° PLYWOOD •092"ALUM PANEL EXT;{+) 31 1/2 833/4 88.0 85.0 38 1/2 86.0 86.0 30 98 42 ae � 1 a 18 to to 18 85.0 86.0 85.0 BS.O 85.0 89.0 r 85.0 88.0 37 9/2 (X) 71 3/4 � 30 38 42 18 18 1 B 0 88.0 86A �-,"OE 86.0aeto es.o 83 3/4 31 1/2 ()f) 80 (XX) °.A � 42 48 19 18 18 18 s1xcLE LEAF (x) Dooms tTITH S.R. INSERT' DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (INCHES) 8/8° PLYWOOD •092"ALUM PANEL EXT;{+) 31 1/2 833/4 88.0 85.0 38 1/2 86.0 86.0 STATIONARY PANEL (0) OR DOORS 1I1TS SIDELTTRS DESIGN LOAD CAPACITY - POP DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH (INCHES) PANF3. S@ELITE WIDTH (INCHES) DIRECT SET SiDELRE WIDDI (INCHES) GLASS TYPES 'A', b' OR b' EXT. (+) INT. (-) 78 3/4 31 1/2 (7() � (XX) 30 98 42 ae � 1 a 18 to to 18 85.0 86.0 85.0 BS.O 85.0 89.0 es.o 66.0 85.0 88.0 37 9/2 (X) 71 3/4 � 30 38 42 18 18 1 B 0 88.0 86A �-,"OE 86.0aeto es.o 83 3/4 31 1/2 ()f) 80 (XX) °.A � 42 48 19 18 18 18 85.0 88.0 85.0 88.0 86A 98A BS.O 88.0 37 1/2 (7Q 71 3/4 (tIX) � � 42 18 18 1 B 88.0 88.0 88.0 86.0 86.0 86A 95 3/4 31 1/2 (%) � � 30 � 42 19 is 1 B 85A 86A 85.0 88.0 86.0 8&0 37 1/2 (>n 71 3/4 (tot) � 3g 18 18 86.0 88.0 85.0 88.0 LA 10 f10 X 3/4' PHSMS AT 5' FROM ENDS AND 12-1/0 D.G. roles, TYPES A. B & D W _ I_ ;_I .iWILIJ3_ y I HEAT STREWD GLASS 015' URETHANE ADHESIVE .070' INTERLAYER 'SAF-GLAS' PGLYCARBONATE BY 'SECURITY IMPACT GLASS' .015' UREDiANE ADHESIVE 1/8" HEAT STRBrD CLASS SILICONE GE 2800 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS MN -GES s 1/6' HEAT STREMD GLASS C EXTRUDED 1/8" THK AND 7-1/2" LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850), 4ftV l90 PVB DRERLAYER THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE AND ONE AT SAf1.EX WG BY 'SOLUM' MIDSPAN. 1/8' HEAT sniENID GLASS 0 , 6 TOCONE 28W 8 STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH FOR PRE -FABRICATED LOCK STILE PART No. YE -802, WITH 2-1/8' BORE AND 2-3/8" BACKSE7 TO FIT STANDARD LOCK SET), KEY O. 110 X13 14` 10 f10 X 3/4' PHSMS AT 5' FROM ENDS AND 12-1/0 D.G. roles, TYPES A. B & D W _ I_ ;_I .iWILIJ3_ y I HEAT STREWD GLASS 015' URETHANE ADHESIVE .070' INTERLAYER 'SAF-GLAS' PGLYCARBONATE BY 'SECURITY IMPACT GLASS' .015' UREDiANE ADHESIVE 1/8" HEAT STRBrD CLASS SILICONE GE 2800 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS MN -GES s EXTRUDED 1/8" THK AND 7-1/2" LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850), 4ftV THREE PER LEAF, 11-1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE AND ONE AT MIDSPAN. LOCK OPTIONS 0 , 6 OPTION gl 8 STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH FOR PRE -FABRICATED LOCK STILE PART No. YE -802, WITH 2-1/8' BORE AND 2-3/8" BACKSE7 TO FIT STANDARD LOCK SET), KEY O. OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . 8 n MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH V STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT C a PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM a7 m TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT J b ACTIVE LEAF _(FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TTbO MORTISE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON Q F THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD. AT 10-1/2' FROM TOP & BOTTOM OF INACTIVE LEAF. _ 3 NOTE: g TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. id 25 a'o 3 ri oo8 HEAT STREN'D GLASS PVS INTERLAYER X BIG BY 'SOLUM' YE -533 YE -835 YE -824 3/16" HEAT STREN'D CLASS SIUCONE —GE 2600 VZA i i 1 GLAZING ADAPTER OPTIONS �i ••mePE qq TY 10 C.M�J. $536�2 GLASS TYPE 'D' '� drawing no. W01-64 • • I•.. t t' sheet 5 of15 OPERATING UNITS S. IDS AND AL SLK:K I © z pwMlN Slwlr - e�ri��ts�erMM� ALTERNATE ALTERNATE M. OEM MW ANM , n CAN. •96� • TYPICAL ANCHORS r;M'l-GE_ v� TYPICAL ANCHORS SEE ELEVATIONS SEE ETEVAMONS drawing pro. EDGE Dom• FOR SPACING ISr. FOR SPACING 4 W01-64 v roe' , Z � OIL$ WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE Ix MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ° AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 & a °T�rc TYPICAL ANCHORS: SEE ELEV. FOR SPACING (h 1 Ze DIA. TAPCON BY 'TTW DR ,r f�H 1/4° DIA ULTRACON BY 'ELCO' (Fa -177 KSI, Fye158 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY gl 1-1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) as INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) to ALUMINUM : 1/8° THK. MIN. (8063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $12 SMS OR SELF DRILLING SCREWS a'3 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8' (NO SHIM SPACE) rj MJ 8 RN TYPICAL EDGE DISTANCE� INTO CONCRETE AND MASONRY = 2-1/2° MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS fa = 3000 PSI MN. o C-80 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. © z pwMlN Slwlr - e�ri��ts�erMM� ALTERNATE ALTERNATE M. OEM MW ANM , n CAN. •96� • TYPICAL ANCHORS r;M'l-GE_ v� TYPICAL ANCHORS SEE ELEVATIONS SEE ETEVAMONS drawing pro. EDGE Dom• FOR SPACING ISr. FOR SPACING 4 W01-64 OPERATING UNITS ORS z W 4� oo g drawing no. W07 -64 ACTIVE INACTIVE f L - A SMS.—,., AT 4-3 FIROM EN = m TYPICAL— m .. E HE 3 POINT LOCK ON ACTIVE LEAF OPTION ORS z W 4� oo g drawing no. W07 -64 TYPICALPANEL SIDELITE INSTALLATION DETAILS ELEVAAN'DC0 ANCHORS EDGE bIST. FOR SPACBJO Q • "B• � 8 � O F O W oio x a/a° PH Sias W g AT 4-3/4° FROM EFI� df u AND 14' O.C. MAX rpl5 8 /10 X N" PH SMS SRICONE AT 4-3 4' FROM ENDS p $r 4' %�, AND 14 O.C. MAX. b TYPICAL k 1/4" SAX• SCREWS NOT REQUIRED. /10 X 3/4' PH. SMS. FOR SiDELTE/DOOR JAMB SM4 H J CONNEORON i - g AT 4-3/4° FROM ENDS AND • 'i 1 . • SIUCONE 14' OA. MAX.. TYPICAL 1 ,... .. i 17 O ji :I TYPICAL ANCHORS FO SEE EIEV.- y !D.1 OPO. EXTERIOR ! PANEL SIDELITE WIOTH DOOR FRAME WIDTH O II I. FRAME MOTH lo '•�7�^d°�j,w SILICONE SILICONE •OL a O O B > G W W 0 2 ALTERNATE .1 1 .. ` CML ' ! '� ..: .. ,. • a . . V a b.. FlAp 170402 •C� .E' EDGE DIST. TYPICAL ' SEE ANCHORS °. a'• • �� CAL ANCHORS ELEVATIONS EDGE DIST. SEE ELEVATIONS ' •� drawing no. FOR SPACING FOR SPACING PANEL SIDELUE UNITS W01-64 • I sheet 8011 b PX D 40 Q� os drowing no. W01-64 4.000 .280 L2.117 1.884 1.492 ,989 .121 .378 .070 781 A62 1.494 .780 1.240 1.847 1 DOOR FRAME HEAD PRESSURE PLATE 9 SNAP CAP 1-.513 .813-1 .718 .972 .973 1217 973 1.Y.0-87 _JL .080 1.700 .090 ,853 Os0 12 13 14 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG 7 TOP/BOTTOM RAIL 4.138 .070 I 1.834 4282--d n HINGE STILE .070-1 4.871 & LOCK STILE 4.189 _ .070 1 � z. 4.862 ® LOCK STILE (FOR 3 POINT LOCK OPnON) n 00 0 21 HINGE ASSEMBLY 4200 1.H::i2.1 28 838 1.490 C5) SIDELITE FRAME ITEM: @ PART B READ. DESCRIPTION MATERIAL. MAIQ./SUPPT,ISR/REMARH9 1 YE -832 1 DOOR FRAME HEAD/JANE 8083 -TB - 2 YE -810 1 STD. THRESHOLD 6083 -TB - 2A YE -1820 1 HI -RISE THRESHOLD 6083 -TB - 26 YE -840 1 OPnONAL THRESHOLD 8083 -TB - S Y}1-809 AS REDD. SIDEUTE FRAME 6083 -TB - 8 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 5083 -TB - 7 YE -803 1 DOOR LEAF JAMB - HINGE SIDE 8083-T5 - 8 YE -802 1 DOOR LEAF - LOCK SIDE 8083 -TS - 8A YE -837 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 8083-T3 - 9 YE -808 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 8063 -TB - 10 YE -818 AS RECD. COVER PLATE 8083-1`3 - 12 YE -624 4/ LEAF GLAZING CHANNEL 8083-T8 - 13 YE -838 AS REGO. EXTERIOR GLAZING LEG 8083 -TS - 14 YE -833 AS RECD, INTERIOR GLAZING LEG 6063 -TS - 15 YH-623 AS READ, GLAZING GASKET VINYL DUROMETER 73 SHORE A t6 YH-4004 AS READ. WOOL FIN WEATHERSTIOPPING (:187 X 260) - ULTRAFAB 17 YM -622 AS RECD. BULB WEATHERSTRIPPING (ASS X .200) VINYL OUROMETER 7S SHORE A 19 GLI /ACTIVE LW 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - 20 YM -610 AS RECD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YM -650 3/ LEAF BUTT HINGES, AT 11-1/2° FROM ENDS & MIDSPAN ALUMINUM WITH SS PIN 22 YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 8083 -TS 2-1/2' LONG 23 YM -630 2/ LEAF 3/6" DIA. THREADED ROD STEEL - 24 YH-818 Z/ LEAF 3/8°-18 HEX FLANGE NUT STEEL - 25 YM -641 AS READ. 84STALLATION SCREW HOLE CAP PLASTIC - 28 YE -842 2/ LEAF FLUSH BOLT GUIDE. 1-1/2' LONG 6063 -TS - 27 YH-BSB 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE S. STEEL - 28 YM -681 1 PROTECTIVE BOX NYLON - 29 YH-816 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES 30 YH-617 1 DEADBOLT ASSEMBLY - - 31 YM -816 AS RECD. INSTALLATION SCREW COVER STRIP 8083 -TB - 32 YH-808 AS READ. ISIDELITE FRAME MULLION 6063 -TB 1.990 1.990 .110 no 1,990- 0110 1.800 2.810 1.5m .3DD .500 7� ,b�707. I� .078 4.000 L .076 4 4.000-^I 2 STD. THRESHOLD HI-RISETHRESHOLD 26 OPTIONAL THRESHOLD 4 ; droaing no. W01-64 #10 X 1" PH SMS �. STEEL READED ROD FULL LENGTH CML. . FIA PE W2 CA& PRESSURE PLATE 2-1/2' LONG 3/8RO' NDUT AT EACH END OF 0 1n •0 Q 75 n ayj . drawing no. W01-64 sheet 11 ai 1 MI z �o ASG SrEEL FLUSHBMT 8 uaaurmEai� �: OVER PLATE WJffMH DOUBLE ROW nN BEALa FLUSH BOLT GUIDWEAMiERSTRP E a 3 AND ADJUSTMENT PLATE ASSEMBLY NN FUI8Neew GLONG UIDE. l i i ATTACM To� �FR�ATMa1E) SH ES AT TOPAND BOTTOft CONmkLm FLIb7i sous 5Q PMT 13-jr; USQm m TOP FLUSHBOLT ASSEMBLY o�� (%=. P�anrr�e ° XCONCEAUED 1—,/a' LONG ALUM. FL11511 DOM FL1191eOLT GUIDE. TUOSUM ATO F AND R8V1C� Bottom (Sim) DOM PLATE BE OOCBLE LE Row Fav sF.ALu WEATtffi5ltffi"SUMESS e ADJUSTWO PLAN WrI (2(2) env Y •u ga-24 x , FH. �� O drawing szno. MOR W01-64 BOTTOM FLUSHBOLT ASSEMBLY �' ' t sheet 12 of 15 TYPICAL ANCHORS SEE EUVAMONS u xW EDGE —7.. ! YR SPACM rAN !PENETRAWN - m Z i' s17 El sms FOR SPACING o is WEEPHOLES Wl 1 LONG WEEP NOTCH AT EACH END z SftJCONE 10 X GE 2800 AT 4-1 AND J.. O.C.MAX. TIPICAL TV -6 V. �JA 18 ALTERNATE — ML Vol TICAL ANCHORS T(PM ANCHORS EE ELLVATIONS DW. SINGLE (X) OPERATING UNITS W/ S.H. WDW. WOEFoy F EWE DISTS{ sheat 130,15 OR SPACING 1/4 MAX. tp�� SHIM 1/4 MAXI E 1 VENT MOTH F 1 . Fm i C J 2BY D SUCK F R WOOD CTUR110 SMS EE ELEV. ••' TYPICAL ANCHORS E FOR SPACING •.• SEE Ev. 17 FOR SPACING 21 _ 0 0 0 o a it 17 0 g EXTERIOR TYPICAL ANCHORS 21 r{ SEE ELEV, D.L OPO. a FOR SPACING S.H. WINDOW WIDTH LEAF WIDTH +mss DOOR FRAME WIDTH $ LOCK R PTTON , 19 LOCK OPTION 2 (SEE SHEET 5) 1/4MAX 1/a' MAK. OM S16M G, H 1 SH01 SPACE I 1SY CK I Z WOOD BUCK, S METAL La iASTRUCTURELa 7 TYPICAL ANCHORS 0 aFOR SPACING Q $$O gE � G euoDYCT'ttevdcsti 17 27-1/2' MAX 18 nwNY t1u 810dAs. 4-j PANEL WIDTH 7 2,—t I EXTERIOR ~ TYPICAL ANCHORS LEAF WIDTH • tl1o&$�F4 SEE ELEV. FOR SPACING DOOR FRAME WIDTH • I 'j•. i L ; ! '`'•: ..••„•; c S LOCK OPTION 1�Ar JAVAU AHMAQ•• • n OR 19 LOCK OPTION 2 ,! tt •C.0.N70892; n (SEE SHEET 6)•� • .GwH1�{ &rowing no. x azzo �V .BBB053 L .027 1.327 0 88D g to FRAME HEAD Lu b1z ffuu a 082 —� .8B��— 1•a37 Z 1.082 a 4A FIXED RAIL �O .899 ENGLE HONG WINDOW WEST BOB SINGLE (1) WOE j 1.1� —� 1.625 a SA VENT TOP RAIL 7 / $1 M M 1.682 i z� So .096 O 3.728 �� 2.3133 1.728 H_ 1.070 .066 •Be 2 812 7 PAi1H(!C4' pEYIR� « �wpiAAlrlfle�►w� 2�; Lg57 8A VENT BOTTOM RAR. � VENT SIDE RAIL M 2.174 .930 i 3/4' WEEP NOTCH AT EACH END OF - F F 055 1.282 SCREEN RETAINING LEO Q u .OBS 3.027 2.104 AWAD MAD crA 3.627 I .612 FI PE 10582 ,y 71791- 1 .818 1.617 S.H. VENT CORNER DETAJ drow(ng no. S.H. FRAME CORNER DETAILV�l W01-64 FRAME SILL 3A FRAME JAMB sheet rj of ITEti 6 PART # EBQD. DBSCBII+T[QN MATBRIAL ]NANF.J80PPLffit/RE6fdRX8 IA YE -1169 1 FRAME HEAD 8083-T8 aA YE -187 i FRAME SRL 8083 -TB 3A YE -102 2 FRAME JAMB 8083-T5 - 4A 1fE^,Ba , FlXED RAR 8083 -TB _ 8A YE -151 1 VENT TOP RA0. 8083-T8 - 8A YE -188 t VENT BOTTOM RAIZ. 8083 -TB - 7A YE -92 2 VENT JAMB BD83-TB - 8A YS -4 AS FEW. GL421N0 BEAD ALUMINUM ROLL FORMED 10A - 2/ VEM BLOCK &TACKLE BALANCE - —1tA YH-822 AS REW. BULB VBJYI. - SINGLE ROW PVC PVC OURONETER 78 SHORE A 13A YH-809F AS REaD. PRE-SCHLE6EI..t87 x .280 - FIN BEAT (0011BLE) 14A YH-8O4 2/ VENT' VENT LATCHES NYLON/CEICON AT 11' FROM ENDS 14AA YH-818 2/ PENT CAM L0,2C5 ZAA7AIC AT 11' FROM ENDS i6A X70 X 3/4' B FRAME ASSEMBLY SCREWS CRS PLATED, PH SMS 18A $8 X 1' 2 FIXED RAR SCREWS CRS CAO PLATED, PH SMS 17A /8 X 1-1/4' 4/ VFNT VENT ASSEMBLY SCREWS CRS CPD PLATED, PH SMS 18A YH-880 1 REINFORCII�p BAR (.828 % .31a' SfEET.