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WS-14-2485W w(It1126Iq FPOILA BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING ` by 11n14 Master Permit No. i ��a°i0 A 1�-7 �- Sub Permit No. W Si �'y-i ?S ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: 416 )ks� t o ( Q—, City: ppMiami Shores County: Miami Dade Zip: -3,5 (5,a Folio/Parcel#: l z-0 ( ®��' M'�) 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ he��3�( C c c'� _ Phone#:3�� Address: 110 i-. 10 City: /1e( I a2ja� S' h1Lnrz CS: State: r I Zip: SS 1-SE�> Tenant/Lessee Name: Phone#: Email: //�� /�� ^�`� CONTRACTOR: Company Name: A46kf,�-A) -SIDp.M � 07% Phone#: Address: A) ® / AU) 14 �??T /0-3 City: Qualifier Name: State Certification or Registration #: r/ Zip: :t) –3 17 Z1 Z Phone#: arIs29 -$;k. j3 of Competency #: DESIGNER: Architect/Engineer: Phone#: Addr City: State: Zip: slue of Work for this Perm t:��- Sauare/Linear Footage of Work: Type of Work: ElAdditionEP' (�Alteration ❑ New ❑ Repair/Replace El Demolition Description of Work: `Z b 10 6 A26, C 1 i4 c&902- . Specify color of color thru tile: ((� Submittal Fee Permit Fee $ ! ®J o CCF $ CO/CC $ ,SaScanning Fee $ C'n Radon Fee $ Q P (P DBPR $c)- —Notary $ Technology Fee $� ° !Sa Training/Education Fee $ ` Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ -! (Rev1sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Q � OWNER or AGENT The foregoing instrument was acknowledged before a this day of I1�fyk'" 20 , by CU' -'QT- -BtYU.V'VW— who is personally known to me or who has produced by i vex betask as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY (Revised02/24/2014) ROSHNARY KAOIOIA WCOMUSSION # FF 130778 EXPIRES: June 9. 2D18 Signature CONTRACTOR The foregoing instrument was acknowledged before me this LIA day of (�%'U��12 20 f by ��c�Q i� C�Q'CC1(%�14uho is personally knowrLta me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal:* * M y COMMISSION # EE 051340 EXPIRES: April 27, 2015 '1 - FIA e Bonded Thru Budget Notary Services TOTf�07"Plans Examiner Zoning Structural Review Clerk .�� WB JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/25/2014 EXPIRATION DATE: 10/24/2016 PERSON: RODRIGUEZ JONATHAN FEIN: 223945132 BUSINESS NAME AND ADDRESS: AMERICAN STORM PROTECTION CORP 10801 NW 14TH STREET NMI FL 33172 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 Miami shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore. you may be personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name:�_ In moo,10Me Signature: State of Florida ) County of Miami -Dade) Sworn to and bscribed day of ,A 6 By (SEAL) s Type of Identification before me this a�20-�. �'' / BERT ESUS CUESTA EXPI :April 27, 2015 Bonded Thor Budaet Notary Services State of Florida ) County of Miami -Dade ) r _04 Sworn to and subscrib d before me this day of , 20 i V . a� RIGO®ERTO JESUS CUESTA By f' Y COMMISSION # EE 051340 N : April 27, 2015 (SEAL) "fFOF F�o�`O Bonded Tlw Budget Notary Semm Type of Identification produced 000000 0 0000 :00 0. 000000 00 4 0000 NOV LNOV 122014 fill ;n Robert Bourne 490 NE 101 SteeL Miami Shores, H. g!t ;U 8 ASP WINDOWS & DOORS 10801 N.W.14 Street #103 Mini, FL 33172 • • • • • • •' • PermitSchedule ProjW numb • • • •' • • • • Product Design DP Scwo . . . . . . "' • • • • • I+ A; and Tye • ' Approval Pressure Requires I Frame Color Type Type . . . . • • • • • • •' • PermitSchedule ProjW numb • • • •' • • • • Product Design DP Scwo Frame Glass Mark "' • • • • • I+ A; and Tye • ' Approval Pressure Requires I Frame Color Type Type Comments 1 JV&N_300_41ngle swing Door X: 36" x 80" 12-0113.02 +70%80 +48.6/-52.7 1 BRONZE jAluminum 7/16 (A) •• • • • • • ••• ••• ASP WINDOWS & DOORSNo. paan Data Robert Bourne 10801 N.W.14 Sbwt #103 Mlard, Fl. 33172 490 NE 101 Street Miami Shores, FI. O(flcs:305470.9M - Emil:engineering@aspwfndcws.com www.aspwindows wrn Permit Schedule ProjW numb 300 Date 11OW14 Dram by ASP Permit Dept Checked by Checker Scwo WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ASP Windows and Doors ADDRESS: 490 NE 101 Street PROJECT: Sean Saldino j Miami Shores, FL ;••JJ�38 City SIO• •' • • • ZIP • EXPOSURE "D " WIND VELOCITY = 175 MPHa• ;F D;OF SLQPE�>�� Roof Elev. Tributa Area • ry (Sq. Ft) Roof Elev. Tri u ary Area Ftij: • • 00EQ-H7.3 20 25 30 35 40 45 50 ft 15 46.4 45.7 45.144.2 43.8 435 +20 25 35 40 505 .49:8 49.2 48 8 48.3 48.0 47.6 15 48.6 47.3 46 4 •45.1 ® 44 2 43.8' 43.5 65.1 625 60 7 581 57 2 56.3 55.6 54!9 17 47.3 46.6 46.0 455 45.1 44.7 44.4 17 " + 495 " 48.2 47 3 46'6 •46.0 .5 5.1 • - 53.7 S2 4 ; 51.5 50.8 50.2 49 7 49.3 48,9 48.6 61.94 59.3 1 SIA 54 56.C6 20 + 51.0 49 6 48.7 42.9. 47.3 46 8 46.4 46A 45.fi # 810 49.6 48.7 •9? F.47.3 _jig 46 4 46� •4'x•4', - 55.3 53.9 53.0 52.2 51.6 SL1 50.7 50.3 49.9 q �,'' + 51.9 X1.5 49.6 48,8 48.2 47,7 47.2 46.$` 46,5 68.2 65.5 - 63.6 62 2, 61.0 fiSi�' 59.0 $8 3 ` 57.6 22 IL 22 + 5L9 50S' 49.6 48 $ 48.2 47.7 47.2 468' 46.5 56.3 $4.9 54.0 512 52.6 52.1 51.6 SL2 50.9 O 53.3 SL9 50.9 50.1 49.5 49.0 48.5 4$.1 47.7 ky ¢ 69.5 66 8 64.8 63.3 62.1 6L0 60.1 59.3 58.6 } 53.3 ,5L9 50.9 .afl.l 49.5 ;49.0 48.5 41L -t 47.7 j $7.8 56.4 55.4 54;7 54.0 53S 53.0 52.6 52.3 - 71.4 '68.6` 66.615.4 63.8 622' 6L8 610 60.2 L6 28+ 54.3 528 518 510 50.4 49.$ 49.4 49.0 48.6 ... + 54.3 -52$ 51.8 51.0 50.4 49.8 49.4 49:0 48.6 58.9 `57.4 56.4 55.6 55.0 54.4 54.0 $3.6 53.2 4 72.7 69.8 67.8 6fi 2 64.9 f3 8 62.9 62 0 613 I ul + 54.7 53 3 ; 52.3 SL$ 50.8 .50 3 49.8 49.4 49.0 H +` 54.? 53 3 52.3 SLS 50.8 50.3: 49.8 49:4.1 49.0 ! s. = 59.4 57,9 56 9 56.2 55.5 54,9 54.4 54.0 53.6 ` 73,3 70.4. 68.3 66,8 65.5 64:4 63.4 62 6' 6L8 j + 56.1 54.7. 53.6 52,8 52.1 SL6; 51.1 50,7 50.3 35 + 56.1 54r?: 53.6 "52$f 52.1 :51.6 511%7 50.3 60.9 59:4 58.4 57.6 56.9 56 3' 55.8 55.4. 55.0 75.2 22,2 70.1 6$s 67.2 66.0 65.1 64:2 < 63.4 f 37,6 -56 fl 55.0 54.1 53.5 529 52.4 5L9 5L5 + 37.6 56,0 55.0 541 53.5 529 52 4 SL9; 51.5 _; 62.4 603 59.8 59.0. 58.3 57.8 57.3 56.$ 56.4 - 77.1 40 74.0; 71.9 702. 68.9 67.7' 66.7 65.$ r 65.0 I 45 + 59.0 57-4 56.3 55.5 54.8 S4 2 53.7 53 2 52.8 p 45 +` 59.0 57.4 56.3 55 5 54.8 54.2`53.7 53 2 52.8 64.0 :62.4 613 60.5;: 59.8 59 2 58.7 58 2 57.8 79.0 75,9 73.7 71.4: 70.5 .69.4. 68 3 67 4 66.6 59.9 X58 3 57.2 �,4 55.6 55.0` 54.5 54.1 53.7 - +. 59.9 38 3, 57.2 56 4 55.6 -55:0 54.5 54.1 53.7 - 65.0 63,4 62.3 6L4, 60.7 60:1 59.6 59.1 58.7 so 80.2 77.1 74.8 73 i - 71.7 70.5 69.4 6$ 5 67.7 55 60.9 59A 58.1 57.2 56.5 55S 55.4 54 9 54.5 5S + 60.9 $9.3 58.1 57 2 56.5 _55 9 , 55.4 54,9 54.5 66.0 64 4: 63.3 624 61.7 6i 1' 60.5 601: 59.7 8L5 78.3 26.0 74 72.81 G 70.5 69 6. 68.8 60 + 61.8 bQ 2. 59.0 5&11 57.4 1 56.8' 56.2 55.8 55.3 + i 6L8 60.2: 59.0 581. 57.4 r 56 $ 56.2 55.8 - 55.3 67.0 :65.4 64.3 163.4,62.6 ,b2.0' 5160 .5VOL0, 60.6 -' 82.8 1 79.5: 77.2 75'4 73.9 )Z7- 71.6 70 7; 69.8 GENERAL NOTES FIGURE 1 I i 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4L� BY USING FIGURE 1 AS REFERENCE. LZONE SIM 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN l D ROOF HENGHT AND APPLY TO ALL FLOORS. vs' 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR 0 D -cy SHOWN BUILDING HEIGHT IN END ZONE. D 6. THIS DOCUMENT 15 NOT VAUD WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION. I' 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. j 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND F13C 2010 STANDARDS RVEOF REVISIONS: AL-FAROOQ CORPORATION no. dote by description ENGINEERS & PRODUCT DEVELOPMENT 1235 SW 87 AVE TEL. (305) 284,9100 MIAMI. FL 33174 FAX. (306) 262.8978JAVAD AHMAD M P.E. f 70592; 0 CAN. 3536 MAMF MIAMI— DADE COUNTY, FLORIDA Im PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)!15-2290 F OW3t5 259;. s... NOTICE OF ACCEPTANCE (NOA) n1ai��v ra, .• Labrador & Fundora Corp dba V & V Windows WS�'' • • • •: • 2355 W 4a' Avenue .... . ' • .ease. MAleah,_FL 33010-1454 eases • • • • • e • ' • •...• SCOPE: 00:00: :0. 00 00:00' This NOA is being issued under the applicable rules and regulations governing the ase of co&Wuctioh• .... materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cq=Cy PERA- Product ERAProduct Control Section to be used in Miami -Dade County and other areas whemalloVed by tie•A0athority� 0 Having Jurisdiction (AHJ). see 0 a :0000: This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prot 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. including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" Outswing 81011 Glazed Aluminum Entrance Door - L.M. I. APPROVAL DOCUMENT: Drawing No. W104)8, titled "Series Aluminum Out --Swing Entrance (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, ureoared by i 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. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 6630 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1, approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. as well as NOA No. 12-0113.0.2 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 Page 1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000.. 0000.. • A. DRAWINGS 0000.. .000 0000 !: Manufacturer's.die drawings and sections. .. �. . 00000 ...0 00 0 0.. (Submitted under previous NOA No. 10-0406.04) 2. Drawing No. W10-08, titled `Series Aluminum Out -Swing BodanteI.I:)9,-0::0 sheets 1 through 12 of 12, dated 02/24/10 with revision "C" ctft-11/22/11,•prepared .• by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. L. :0 0 0 :0 0 • • • B. TESTS 0000 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. R. and-Edmundo J.-Largaespada; P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al Famoq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10--0406.04) 2. Statement letter of conformance and compliance with the FBC?010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 �. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. C Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.12--0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ; • • •; . 6 • 666666 6666.. .6046. • F. STATEMENTS *a*: 6 4 6666.. 1. Statement letter of conformance, no financial interest and �dfh►pliani,.th i and FBC 2010, prepared by AI-Farooq Corporation, dated 11/21Z�,j�,��gne1� . sealer:--. , , 6 4 4 66646 by Javad Ahmad, P. E. .. , , 6 000000 2. Statement letter of no financial interest, conformance and• t pliance •with the 0 FBC-2007, prepared by Al Farooq Corporation, dated 04/3/103 •signeiL wX sealed • •: - by Javad Ahmad, P. E. 0 666. • .. 6666 6. (Submitted under previous NOA No. 10-0406.04) 0000 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted wader previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-W3.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NDA No. I0-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundom Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gas &*, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 .• •. • • . •• •• • .. .• .• . . .. . THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •s• ••• •i• i•• •i• •• • • • •• ••• •• SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. • ••• • • • • •• AI> r SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. • •• • > APPLY TO ENTIRESYSTEM. I o • • • • ••• •• I I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. ca 3 & N SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. I $ a SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES SEE SHEET 4. AI> r SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL > APPLY TO ENTIRESYSTEM. I o 1/8° HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION .080° IPTTHRLAYER OW INTERLAYER RESISTANCE IS REQUIRED. BUTACITE PVB BY 'DUPONT' BUI'ACITE PVB 8Y 'DUPONf THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D GLASS 3/18° HEAT STREN'D GLASS REQUIREMENTSOF HE FLORIDA BUILDING CODE 2010 EDITION INCLUDINGHIGH ZONE ( SILICONE DOW M SILICONE LIC SOW WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER $$ S PECORA 888 PECORA 895 LOADS TO THE STRUCTURE. i — ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS $ \\ \ m �\ EMBEDMENT TO BASE MATERIAL. SHALL. BE BEYOND WALL DRESSING OR STUCCO. 20 20 \ / \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 28 j 25 i j A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B S MATERIALS INCLUDING BUT NOT ll&IREO TO STEEL. METAL SCREWS, THAT COME INTO SHALL gam m 29 / CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECRON 2003.8.4. \ o / *DAD MOD=RINISSD �� GI tSB TM ,A' GLASS 'H' TYPS GLAZING DETAILRVAD. •V 5/18° OVERALL LAM. GLASS 7/18" OVERALL. LAM. GLASS AT SIDE?.LITE/TRANSON drawing no. GLAZING OPTIONS d. Conaot Wl 0-08 sheat 1 of 12 . . ... . . . ... .... . ...... . . . . . . . . . . . 39 5/6 MAx. 70° MAX u FRAME WM FRAME WUM • • 12' • • • • 12' Z 3 5" MAX. • • • • • • • • 8" EtNx. MAX. / • • • • • • • A HEAD p �0_2 SILL••gLLCORNERS • • • • • CORNERS /-" 0 000 I I 00 lo r I •• •• •• II / i \\ —ATTSTIEENS • ��_ I•••• (4)AT 3'O.C.-0 I i•• i. ••IF C •• f�• • • •• •• C 11 \ d ii E \ jy�1 I v / 1 I AVE I ACRVE A WACTIVE rr SURFAC tl> SURFACE TINS OR B FALSE MUNflNS OR FALSE MUNTDI3 ED DECORATIVE GRILL 28 3/4° MAX. m DECORATIVE GRILL 28 3f 4° MAX. 26 3/4' MAX. m MAY 8E USED D.L. OPO. MAY 13E USED O.L. OPO, D.L. OPG. 36 3/4' MAX. 36 3/4° MAX. LEW WIDTH IFAF WB>1F1 (X) (XX) DOORS LOAD CAPACITY - PSF DOUBLE DOOM WITHOUT TRANSOM (%X) GLASS TYPE GLASS TYPE NOTE: DOOR DIMS. A' D' GLASS CAPACITIES ON THIS SHEET ARE FRAME FRAME Exr.{+) �,(_� O0;{+),(_) BASED ON ASTM E1300-04 (3 SEC. GUSTS) WIVTH BHT AND FLORIDA BUILDING COMMISSION o 72° �, 70.0 eo.o 70.0 SO.o DECLARATORY STATEMENT DCA05-DEC-219 's 78' 68.3 78.8 88.3 76.8 S • a m v �c,aN.3638 2 asc ftwu6�6TmI(b �'T_ 02_ drawing no. • ` I sheet 2 of i Doone LOAD CAPACITY - PSF SINGLE DOORS WITI[OUT THAA190M (%j GLA&9 TYPE GLASS TYPE DOOR DIMS, A' 'D' m _ EXL(+) 70.oSo.o 88.3 76.5 88.3 78.8 . . ... . . . ... .... . ...... . . . . . . . . . . . S9 5/B' MAX. 76" MAX. FWAE WIOIH • • • • FRAME WUM 71 5 18' 0 •• •• • • • •• • • 35° • • • • • • • • .L OP( • • • • • • 12' • •• • OL OPO. 12' d •�• •• •• •.• ••• • a7 8" MAX. 5" MAX. HEAD ALUM RED,F. /SILLSUL MEAD/ F SILL CORNERS CORNERS • • • • • • • • $ ,a, • (a) ANCHORS S2 • • • • • }�pry,p� ENDS • 'bo //////------AT TRANSOM ENDS r • • • SmGUpDO�R.S �OOUBLE DOORS o ss \tt 0 11 i M �c I qq $a \ ii i \ ii i / � '�� i•S ss 1011, I11\ \ I ii � I ADTAfE ACRVE BJACi1VE SURFACE TINS OR B SURFACE APPLIED B FALSE DECORATIVE IG OR � MAY � 26 3/4° MAX. �O FOECOR T E 26 314" MAX. 26 3/4" MAX. �A o O.L 'or BE USED D.L. OPO, D.L OPO. i I 36 3/4° MAX. 36 3/4" MAX. 1099 LEAF pI LFAF 1gIDTH NOTE: (OLX) GLASS CAPACITIES ON THIS SHEET ARE (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) - AND FLORIDA BUILDING COMMISSION S DECLARATORY STATEMENT DCAOS-DEC-219 ` m DOOM LOAD CAPACITY - PSF DOUBLR DOORS uiTB TRANSOM (O/XK) }I, GLASS TYPE GLASS TYPE Ener: AD AHM D DOOR DIMS A' 'CAW 7d882 FRAME FRAME EXT.(+) INT.(-) EXT.(+) INT.(-) CANS 3638 PRQDUCTRBVmm �. WIDTH HECK "moft�8rePI� 72" 120" 70.0 BD.O 70.0 80.0 A=910 76' 68.3 78.6 66.3 78.6 'Atk 5 drawing no. n laore D as P� nil cammll W10-08 sheet 3 of 12 DOORS LOAD CAPACPPY - PBF SINGLE DOORS wlTa TRANSOM o/x) GLASS TYPE GLASS TYPE AOR DIMS. •A• •B• At �.(+) EXf.(+) NT.(-) 70.0 60.0 70.0�.O 88.3 75.8 68.3 75.8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 145° FRAME WIDTH ro 0 CLUSTER OF 31 3/8° g • • 3" 12' AT HEAD/SU L !�(. DL OPG. Q JSu TVP. A 8 O u II $ h H ii ii / i I \ onq It II / I \ ii �i \ E ii N // i \\ �o M o -/�tWy1y'------_/7yY ---_ I , �/ N \ / ALUMWLIM INI A ACM I INACTIVE a1 > a Baa§ SURFACE APP LIED> & F mMTMw S ORJ ORU 28 3/4" MAX. 28 3/4" MAK )O SIDELITEWIDTH DOOR WIDTH MAY BE USED D.L OPG, D.L OPO. SIDEUTE YAM hm 38 3/4" MAK ALUM REINF. SEE CHART AT LEFT LEAF WIDTH USE AS PER CHART' NOTE: (OXXO) e � FOR DOORS CAPACITIES SEE SHEET 2, FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C6 m U O 1 Ew SAH ROAUCTRRVLVM I� CCA .FLA P9 r ufWMSCodwnftFlodda No NOTE: f6 � GLASS CAPACITIES ON THIS SHEET ARE X01\ BASED ON ASTM E1300�-04 (3 SEC. GUSTS) _ droWing no. AND FLORIDA BUILDING COMMISSION uwm �PwdwtC�mn W10-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 4 of 12 DPAIGN LOAD CAPACITY - PSF SIDELTfES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM GLASS TY 8 'A' G TYPE 'B' SIDELITE FRAME BIDELITE • �SIDB� A! LTT&� QED tY16TH HEIGHT lq/D REiNP'. 8/�ALUM . � Wj0 INF. / ZW6S F. OX&IES O1CF1E3 EXT.(+) IM.(-) EX1�(+) INR(-) E1TG(+� IM'.Q►) EM.(+) IN►. -) za 70.o eo.o 70. �. roo ae 70.0 Bp.O 70A 80A 70.0 80.0 70.0 BOA 3a 80 70.0 BO.D 70.0 80.0 70.0 B0.0 70.0 BOA 3H 70A Bao 70A ..BD.R .70.0 • BO.. • 70A.. BD.O• 40 70.0 Bao 70. 80 70 80. as 70.o Bo.o Tao .HO.R ao.� •Bad • 70� Bo.o aB 70.' "Ml 3a 3B 40 ea 70 � 76.o Bo,o 7oA eo.o 7oA eao ro.o �.o m.o BOA Tao BO.o 70.0 Bo.o 70.o eo.o 7oA Boo ro.o BOA 70.o Bo.O 7O.o Bo.D za za 32 3H ao tNt 7an eoo m.o tro.o 70.0 �.0 70.o Boo 7oA �.0 70.o Bo.o 70.o Bo.o 70.o Bo.o 70.0 B0.0 70.0 80.0 70A Baa 70.0 80.0 70A 80.0 7C.0 8n.0 76.0 8a0 70.0 80.0 7ao Bao 70.0 �.o roA Bao 70.o Bo.o as aB sz 3a BB 70.0 7B.B 76.o Boo 7oA 78.8 70.o B6.a 7oA Its 70.0 eD.o 7o.a Its raA Bo.o B7.a B7.a 70.o BO.o B7.a Br.a 70.o ao.O ea.t ea.t 70.o raB Ba.t Ba.t 7ao eo.o 145° FRAME WIDTH ro 0 CLUSTER OF 31 3/8° g • • 3" 12' AT HEAD/SU L !�(. DL OPG. Q JSu TVP. A 8 O u II $ h H ii ii / i I \ onq It II / I \ ii �i \ E ii N // i \\ �o M o -/�tWy1y'------_/7yY ---_ I , �/ N \ / ALUMWLIM INI A ACM I INACTIVE a1 > a Baa§ SURFACE APP LIED> & F mMTMw S ORJ ORU 28 3/4" MAX. 28 3/4" MAK )O SIDELITEWIDTH DOOR WIDTH MAY BE USED D.L OPG, D.L OPO. SIDEUTE YAM hm 38 3/4" MAK ALUM REINF. SEE CHART AT LEFT LEAF WIDTH USE AS PER CHART' NOTE: (OXXO) e � FOR DOORS CAPACITIES SEE SHEET 2, FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. C6 m U O 1 Ew SAH ROAUCTRRVLVM I� CCA .FLA P9 r ufWMSCodwnftFlodda No NOTE: f6 � GLASS CAPACITIES ON THIS SHEET ARE X01\ BASED ON ASTM E1300�-04 (3 SEC. GUSTS) _ droWing no. AND FLORIDA BUILDING COMMISSION uwm �PwdwtC�mn W10-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 4 of 12 DPAIGN LOAD CAPACITY - PSF SIDELTfES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM GLASS TY 8 'A' G TYPE 'B' SIDELITE FRAME BIDELITE • �SIDB� A! LTT&� QED tY16TH HEIGHT lq/D REiNP'. 8/�ALUM . � Wj0 INF. / ZW6S F. OX&IES O1CF1E3 EXT.(+) IM.(-) EX1�(+) INR(-) E1TG(+� IM'.Q►) EM.(+) IN►. -) za 70.o eo.o 70. �. roo ae 70.0 Bp.O 70A 80A 70.0 80.0 70.0 BOA 3a 80 70.0 BO.D 70.0 80.0 70.0 B0.0 70.0 BOA 3H 70A Bao 70A ..BD.R .70.0 • BO.. • 70A.. BD.O• 40 70.0 Bao 70. 80 70 80. as 70.o Bo.o Tao .HO.R ao.� •Bad • 70� Bo.o aB 70.' "Ml . . ... . . . ... .. .• . . . .. •. . . . . . . . . . . . DFMG4 LOAD CAPACITY - PSF 148' V SIDELM W/ MOLE OR DOUBLE LEAF DOORS W/ TRAM FRAME WIDTH CLU5fER OF ((9) ANCHORS ro GLW TYPE 'A' TYPO 'D' • • • • FOR 0�'I'ALLAl10N$ 1NT0 WOOD 31 3/8' 71 8/18" 31 3/8' • • • • • • • AAm THRU WOOD BUCKS ONLY--,,,D.L. OPO. O.L. OPO. OL OPG. Z SLITE FRAMECLUSTER OF 6 FOR FOR ALL TH HEIGHT / ST REW. s $TL BRINF. • • • • • i • • 0 WSTgLLp 2 08 INCHES INCHES EXT.(+) BST.(-) ) -> • : • : • • • : • : ALUM REINF.A 12" QQF 24 70.0 80.0 70.0 SMO T13'P MAX. 28 70.0 80.0 70.0 MO 32 98 70.0 80.0 70.0 80.0 - - 38 70.0 BOA 70. �. • • • • • • • • `,� ! / \� �i �• • • • • • • n 40 70.0 BOA 70.0o eoA • • • • • • • • • ll63 24 70A 8D.O 70.0 • • • • :0. • • d 28 70.0 60.0 70.0 80.6 • • • • • • • • • ^ •% j j IVI � j j % � j y " 32 102 70A 80.0 70.0 80.0 �i c K 36 70.0 80.0 70.0 80.0 40 70.0 60.0 70.0 80A �p 24 70.0 80.0 70.0 80.0 I I 26 70.0 80.0 70.0 80.0 32 108 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 190.0 24 70.0 80A 70.0 80.0 26 7" 80.0 70.0 190.0 32 114 70A 190.0 70.0 60.0 38 70A 77.4 70.0 77.4 - 24 70A 73.8 70.0 73.6 U ae tzo 70.0 70.1 70.0 70.1 I 32 889 88.6 88.8 88.8 I O JB 83.9 83.8 63.9 83.9STEM CHm q _ I I @ - •� ACTNE UJACTIVE ,� - OABk 61DELTTE 89DTHSURFAGE APPLIED I DOOR WIDTH s FALSE MUNTINS OR - s ---CLUSTER OF DECORATIVE DRILL 26 3/4' MAX. 26 3/4' MAX• (g� MAY BE USED ANCZH0� D.L.OPG. D.L. OPO. At' SILL STEEL SNF. 3L,3/4' NOTE: USE AS PER CHART LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 3. o FOR SIDELITE CAPACITIES SEE CHART ABOVE.LOWER VALUES FROM DOOR OR SIDELITE CHART lim WILL APPLY TO ENTIRE SYSTEM. IL, 04 m o o q F1.011.LA AOt:w d 3 FU -2.P1.,1daNOTE- N. O l IGLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-04 (3 SEC. GUSTS) AG drawing no. AND FLORIDA BUILDING COMMISSIONDECLARATORY STATEMENT DCA05-DEC-219 �`�8 I sheet of 9 2 • • •.. . • • ••. • . • • • . • • . • WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .ANCHORS: SEE ELEv. FOR SPACING 1/4" DIA TAPCON BY 'RMP OR (FU -120 KSL Fg.92 Km) 1/4" DIA. ULTRACON BY 'ELCO(Fu.177 KSI, Fy-13S KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/6" MIN. PENETRATION INTO WOOD THRU loy BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090" INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 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, SIU. OR JAMBS f o = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTT SILICONE. WEEPS 3/16" X 3/4- WEEP SLOTS AT 3- FROM EACH END DOOR DETAH,S o _ JAM N E iAN.7DS92. MODUCTRUMBD l; as oumPlft whb t4a plod" code drawing no. Ptaiurd oadml Wl 0-08 sheet 6 Of 1 113Y 'b LICK I v � WOOD BUCK 0W0STRUM •:: � a ' WO 0D STRUMMETAL STRUCTURE � • ' . " �. ,` a � " a IF-.. 7 71 • • • 8 h • • • VVV • • 7W=L ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS • • • SEE ELEVATIONS SEE ELEVATIONS SEE ELEYATKfNS • • • • • • FOR SPACING FOR SPACING FOR SPACING 4 rh 451110 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL .ANCHORS: SEE ELEv. FOR SPACING 1/4" DIA TAPCON BY 'RMP OR (FU -120 KSL Fg.92 Km) 1/4" DIA. ULTRACON BY 'ELCO(Fu.177 KSI, Fy-13S KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/6" MIN. PENETRATION INTO WOOD THRU loy BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090" INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 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, SIU. OR JAMBS f o = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTT SILICONE. WEEPS 3/16" X 3/4- WEEP SLOTS AT 3- FROM EACH END DOOR DETAH,S o _ JAM N E iAN.7DS92. MODUCTRUMBD l; as oumPlft whb t4a plod" code drawing no. Ptaiurd oadml Wl 0-08 sheet 6 Of 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4'x' SHIM [//�--��' Wit/ • • • • • 1/4' MAX. SHIM Z d • • • i��iii • • • • • • • • • • • lay METAL• SRTUCRIAE• • • • • • • • • • a W00D BUCK g i 18 e /00 Goo 00 TYPICAL ANCHORS SEE • FOR S7ACIN0• • • • • • • • • • • ® ,�� ANCHORS D • • • • • • • SEE ELEV.• ` y� FOR SPACING :. 4f 1 8 EXTERIOR o T 17 17 D.LO. LEAF WIDTH g FRAME WIDTH 1/4" MAX. SHIM Q $ O N 1/MAK Og ' 20Y WQOD � OR ZO .. •• TYPICAL ANCHORS•.SEE ELEV.Opp FOR SPACING a D.LO. 7 8 HORS $ $ 17 17 FOR SPACING LEAF WIDTH EXTERIOR - s - FRadE WIDTH 6 0 U Ems JAY�AnD®�, FLA 2 PUMIDUCTREVISM O CSL 'J836 83 couViyft wm the Plarlds • ��, BuildiugCodo —0i�.li�.v` AaxopmltooNo, �QV C/a drawing no. DOOR DETAILS W10-08 sheet 7 of �Q . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TYPICAL ANCHORS V SEE ELEVATIONS PINI SPACING /1! �Y • .. .�• erE - .•• f •• .:ij '. °�•.:.' �.. •••o•. is r3 z O �f W y 000 so yy • • . • a B/R BO to PENETRATION q� 1 ?SSt 1/4° MAX. 21 sHIM — ---- REOD. AT H G 19 L — -- J . O r rl — — --^^� 12 DOUBLE 000 ONLY DOORS ONLY t� I I aL �oa �� \aT C 20 •' 10 9 i—I I 24 s� 18 TYPICAL ANCHORS • a, I I SEE m, . FOR SPACING ,• .i ,a a • 1 D.L.O. soup ' T1 FRAME WIDTH I� 43 . . EnOr. JAVAD AHMAD' FM g 70882 '. o y },ate 12 3 PRODUCT MIM �B�Q1� g ^ � r aeoan,plyingw1B18ioSfotlAe 0113.02 ois drawing no. "� TRANSOM DETAILS ado �io1 W90-08 sheat 8 of 12 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING F�t 7a X 3 4- FM TEKS 0 0 so #10 a AT I FROM ENDS -\ gas 0 0 AND 24. O.C. MAIL N.j /fil 0.1. OPO. O.L. OPG. 21 4 uj O DPANSOM at 1/4' MAX...VACMRW/Worll4T OUT ALU AREINSFECIRCING #10 x .3 * FH TEKS DOORS W/ TRANSOM ARE WITH STEEL REINF ONLY SHIM AT 10 FROM ENDS SEE SHEETS 4 AND 5 FOR CAPACITY AND 4- O.C. MAX.�\ > TYPICALAN FOR SPACING S CHORq EF ELM, L m Opol G D.L.I. LEAF WIDTH FRAME WIDTH ll0 //— 21 up im EW. JWDAMMAD Ciftyy F fid. W2 REVISED fnig,— CAN=cr yhig witb ins" 4i 1z, I TYPICAL ANCHORS SEE ELLYATIONS FOR SPACING SIDEUTE DET=AILS g W10-08 . ... . . . ... .. .. . . . .. .. . . . . . .. . . . . .•. . LOCKS: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/18' X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 82-3/4' FROM BOTTOM LOCK HANDLE AT 49-1/2' FROM BOTTOM OPTION &2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 4e' FROM Sam INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' DOW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STELE LOCATED AT 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION a1. 4-3/4' BALL BEARING HINGES 3 PER LEA BOTTOM HINGE AT 8-3/8' FROM BOTTOM WAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MEAN HINGES FASTENED WITH 812-24 X 1/2' FH MS 7-13/10' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 810-24 X 1/2' FH MS mm $ PART ® RM, DMCHUM014 MATERIAL NAND./BUPPLiBR/RBMARB9 1 V801 3/ DOOR FRAME HEAD/JAMB 8083-T8 2 V802 1 FRAM SILL 6083 -Te - 3 V603 1 SILL COVER 8083-T8 - 4 %=4 AS READ. SIDELRE STILE 6063 -TB - B V808 2/ LEAF TOP AND BOTTOM RAIL 8083-T8 - e V608 1/ LEAF HINGE STILE 6063-76 - 7 V507 •• • • • .• •00 •. V513 AS REOD. INACTIVE ASTRAGAL. STILE 6063-T8 8 V648 2/ LEAF SWEEP ADAPTER 8083-T6 • ••• • • • • •• • 8063-76 - 11 V811 AS RECD. OWING BEAD - 8/16" GLASS 8063 -Te - 11A V8/7 AS READ. GLAZING BEAD - 7/18" GLASS 8063-T8 - 12 •• • • • • • ••• •• LOCKS: 3 POINT LOCK ASSEMBLY BY 'SULLIVAN AND ASSOC.' 7/18' X 3' THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 82-3/4' FROM BOTTOM LOCK HANDLE AT 49-1/2' FROM BOTTOM OPTION &2: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 4e' FROM Sam INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' DOW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STELE LOCATED AT 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION a1. 4-3/4' BALL BEARING HINGES 3 PER LEA BOTTOM HINGE AT 8-3/8' FROM BOTTOM WAIL TOP HINGE AT 11' FROM TOP RAIL CENTER HINGE AT MEAN HINGES FASTENED WITH 812-24 X 1/2' FH MS 7-13/10' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TOP HINGE AT 11' FROM TOP RAL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 810-24 X 1/2' FH MS mm $ PART ® RM, DMCHUM014 MATERIAL NAND./BUPPLiBR/RBMARB9 1 V801 3/ DOOR FRAME HEAD/JAMB 8083-T8 2 V802 1 FRAM SILL 6083 -Te - 3 V603 1 SILL COVER 8083-T8 - 4 %=4 AS READ. SIDELRE STILE 6063 -TB - B V808 2/ LEAF TOP AND BOTTOM RAIL 8083-T8 - e V608 1/ LEAF HINGE STILE 6063-76 - 7 V507 1/ LEAF LOCK AND ASTRAGAL STILE 6063 -TB - 6 V513 AS REOD. INACTIVE ASTRAGAL. STILE 6063-T8 8 V648 2/ LEAF SWEEP ADAPTER 8083-T6 - 10 V609 AS RF'OD. SIDEM ADAPTER 8063-76 - 11 V811 AS RECD. OWING BEAD - 8/16" GLASS 8063 -Te - 11A V8/7 AS READ. GLAZING BEAD - 7/18" GLASS 8063-T8 - 12 V812 AS REIN. REINFORCING STIFFENER 6063 -Te - 12A AS READ. REINFORCING CHANNEL STEEL 38 KSI 13 2/ LEAF 3/8' THREADED ROD STEEL 14 - 18 V814 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-T5 1-1/2' X 1-1/2' X 3/18" 18 - 17 3/ LEAF BALI. BEAWNG HINGE ASSEMBLY 17A 3/ LEAF 3 PIECE Hit= E ASSEMBLY - 18 - - - - - 19 AS READ. FIN SEAL PILE WEMHER91RIPPINO 20 V81e AS REQD. BULB WiATHERSTWPPMG SANTOPRENE DUROMETER 60*6 21 88 X 1/2' AS REOD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2' FROM ENDS & e' O.Q MAX. 22 810 X 2' AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 AS REOD. SEE LPIE ADAPTER SCREWS ST. STEEL - 24 88-32 X 1/2' 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS 28 As EGAD. =SPACER S UCONE - 28 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. erawing no. will • . ... . . . ... .... . ...... • • . • . . . . . . • 4400 '078 • 7.P• 1.800 •• i a 2.1• � • 4.888 • • •Qa'1 -==2@- ° 2" o4' o ° ° oo o o 1/2 Y J Zr WrTiyG�y .828 •••• j• , � •d1r• • •j• • •0� VP. 4.00 d�n q_3/q. o - o o I o t FRAME HEAD JlRM9i i i • g • i • HINGi STILEa L°<4 • • • • • • • • . p-1.70 • • • • • • &313 X72-24 X 1/2" FH MS CRS 1YPE 23.078 #,._242" li�p5 F•828 m'• CRS E 23 17 17 W aS s 4.000 3.800 1•750 3 PIECE HINGE BALL BEARING HINGE 4.688 1.210 310 t!� 4400 v e26 6 INACTIVE ASTRAGAL STILE tzs 3.632 3.782 6 TOP & BOTTOM RAJL 4.000 .626 1.780 078 1.964 TYR .094 8.313 t2 1.000 rls a o c i t soo .080 988 1.808 7 LOCK/ASTRAGAL STILE � 2.200 9 SWEEP ADAPTER 3.720 g 1.134 082 • W ' 2.281 4.t7e 1 STIFFENERS 3 $ 1.010 1.184 9 SILL COYER 078 TVP. •8,m .719 046 0 5 s m v 2.183 1.078 11 .840 .s01 a SIDELITE STILE 1.133 GLAZING BEAD - 7/16" GLASS Fngn dnv crva 1 n .088 1.660 .383 078 .062 .814 FLA. K 7.892, _ .CTRUViM .488 OhN• Fyyai ttww8h Ifl�ortlyBe ^ 709 080 B�uoR�dpb •{„/ l�.{! tw= No t� draaing no. N/10-08 TVP. 4.000 1.313 /6 " BY z FRAME SILLto SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS Mta�muuw street 110112 • i i•• • . • i•• .. •. . • . •• .• i • • • . • . • • • • • . ••• • • • i ••• V • • •0 • • • • • . ... Z •• • • • V. • ,� A to. • • • • • • t((''� Q so O 13 � v 22 y � 0 13 s g<m- -' ow. JAYAD AH AD � � OT�S92 o 1 ,u CAM i DUCC lt6VI8II17 cnmplyinB wUb 11ta Florfde "VI g $ � 1 �tdw 12 15. 1 orro acamau W10-08 sheet 12 of 12