Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-16-78
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit i Permit Ty Class ca VS -'1-16-7+ ndows!Shutter Door Repiacem:n1 atus: APPROVED Parcel Number rue iDa' Expiration: 07/10/2016 Applicant 69 NE 102 Street Miami Shores, FL 33138 - 1132060131680 Block: Lot: CLARK REYNOLDS DENNIS LE) Owner Information CLARK REYNOLDS DENNIS LEYVA Address 69 NE 102 Street MIAMI SHORES FL 33138- Phone CeII Contractor(s) DVG BUILDERS INC Phone (305)506-7308 CeII Phone Valuation: Total Sq Feet: Type of Work: REPLACING SLIDING GLASS DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $4.20 $2.00 $2.00 $1.40 $110.00 $12.00 $5.60 Total: $137.20 Amt Paid Amt Due Pay Date Pay Type Invoice # WS -1-16-58302 01/12/2016 Credit Card $ 137.20 $ 0.00 $ 7,000.00 00 Available Inspections: Inspection Type: Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zprfyhc'. ' uthermore, I authorize the above-named contractor to do the work stated. January 12, 2016 Authorized S ature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 12, 2016 1 r. fi-;- w .TR- I AIJO 6 4116 July 12, 2016 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence 69 NE 102nd Street Miami Shores, Florida 33138 Dear Sir; h4i L> 4a3— `Ioo1 Permit # • • •• •• • • •••• • • •••• • •Y•• • • •••• •• • • • • ••• • • • • •• •• •. • • • •• • • • •• • •,..• 1 • • •• • • • • • • • • • • .•• • • •••• • • • •• • .. This letter is to advise that we certify the installation of stucco around the concrete beam that provides the lintel for the new sliding glass door installation. On the exterior surface a corner bead was installed and a bonding agent was applied to the concrete surface prior to the application of stucco. On interior surfaces a furring channel was installed at 16" on center with '/4"x1-1/2" Tapcons into the concrete block. Foil backed insulation with an R-19 was installed between furring strips. One-half inch drywall was installed with 1-1/4" drywall screws at 6" on center. Corner beads were installed with taped and finished joints. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide any additi9„ I,gnformation. 6 YU2 � ,,',it.." Very truly yours, F� i' : _ .9 Edward A. Landers'; P.E. President s .s c vaZ 718:;iI NW I4(I III SIlREF , SUITE. 509 MI 11I LAKES FL I°HN: (305)823-3938 (305)823-9355 RECEIVED AUG 1 S 2016 BY: July 12, 2016 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence 69 NE 102nd Street Miami Shores, Florida 33138 Dear Sir; -� (1) (103 -ynoo •••• •• •....• • • • •• • •••••• •• • • • • •• • • •••••• •••• • • • • •••••• • •••••• • • •• •• •••••• • • • • • • • •• • •••• • • • •• • • • • •••••• • .•• • • • •• • Permit# Sl( -0 •••••• • • • •••••• • •••• •: • • ••••• • • ••••• •••••• .• • •••••• • • •••••• • • This letter is to advise that we certify the installation of stucco around the concrete beam that provides the lintel for the new sliding glass door installation. On the exterior surface a corner bead was installed and a bonding agent was applied to the concrete surface prior to the application of stucco. On interior surfaces a furring channel was installed at 16" on center with %"x1-1/2" Tapcons into the concrete block. Foil backed insulation with an R-19 was installed between furring strips. One-half inch drywall was installed with 1-1/4" drywall screws at 6" on center. Corner beads were installed with taped and finished joints. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. �tiaty��1909D�r �,� Please call if we can provide any psigtotial nfic action. Very truly yours, u f� Edward A. Landers, P.E. President • �t STATE OF yea _,'t .9 X11 ZQ!r. iN,pq. 1-0)1111SNN6I1 [.SUITE509NN.:A EsN, 33aootP:d30511823,31)38 " F, 051`23-'35 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 JAN 1 $ zd 1 6 on til� FBC 20/9 Master Permit No.0,5 7.8 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION 0 EXTENSION 0RENEWAL ❑PLUMBING ❑ MECHANICAL 0PUBLIC WORKS El CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: L2 CA yiNq \01. S \' City Miami Shores County: Miami Dade Zip: 3 3 ( 7 Folio/Parcel#: \\ - 31-Q b - 0\ 3 - \\o` - Is the Building Historically Designated: Yes NO Occupancy Type: (t-JLS Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -'i.-v N 0 L-40 S Phone#: Address: c \ Z. S l City: iN\i P% 0.N% S 4a,rc- 5 State: Zip: 3 3 , 7 ¥ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: w b \ cw' Phone#: Address: ‘-o,\° \,J ''SV V\ City: State: Zip: -3700- Qualifier Qualifier Name: `c)04a.,9% s-.,\ kOcr c , EN Phone#: State Certification or Registration #: C_ bC-\S \ °t1.-3 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ '10 w 0.0 Square/Linear Footage of Work: Type of Work: ❑ Addition XAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q ,c, \ 4.c_ . \ , '''-, 4 S C0 ( V Specify color of color thru tile: /� Submittal Fee $ Permit Fee $ //a -CO CCF $ % • 2 t " coicc $ Scanning Fee $ / 2.6 0 Radon Fee $ 2-00 DBPR $ 700 Notary $ Technology Fee $ 0 Training/Education Fee $ ! . 110 Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ /34 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit i. ssued. In the abse' . of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ,i Signature 0 8j� ER or AGENT The foregoing instrument was acknowledged before me this q" day of ®, `rnvrx v 6. , 20 k , by ,-,1/4..0.1L-\(— KRA1 who is personally known to me or who has produced F _S \., as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: 1:Sair CIirek"'t ,e ;,:,...--..-_•.s BARBARA GINETrE BRINGAS .. `; 1 MY COMMISSION #FF0804113 i't�M �MMM+F+F4 �k 1'�+I�n.+►tk*• • t iF *M*M*+k#*►4*MMM* *#t*i (407) 390-0153 FiopdsN • - Ssrvice.com APPROVED BY 1z4LLAD Plans Examiner Signat r CONTRACTOR The foregr ii instrument was acknowledged before me this 11- day of' \v►. J e. U , 20 \ , by wk." k,yw • , who is personally known to me or who has produced 'Z' t - 9 �, identification and who did take an oath. NOTARY PUBLIC: as Sign: %a A/AL ! v 3ci U ��r L4- Print: 6c.r�ar�. Com- c3 r� Seal: (Revised02/24/2014) 11� `°,, BARBARA GINETTE BRINGAS 171 MY COMMISSION #FF080418 ff• 4W : d4**EXAsRlisafr4Ot y 410141* (407) 398-0153 FloridallotaryService.com *i OM AMM W*** Zoning Structural Review Clerk r-- CERTIFICATE OF LIABILITY INSURANCE Date 1/11/2016 Producer: Plymouth Insurance Agency 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938-5562 This Certificate Is Issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polities below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been Issued to the Insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY tCommercial General Liability Claims Made Occur Each Occurrence $ Damage to rented premises (EA occurrence) $ Med Exp $ Personal Adv Injury $ General aggregate limit applies per: 3 Policy ❑ Project ❑ LOC General Aggregate - $ Products - Comp/Op Agg $ AUTOMOBILE LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Single Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ EXCESS/UMBRELLA LIABILITY Occur ❑ Claims Made Deductible Each Occurrence Aggregate - A Workers Compensation and Employers' Liability Any proprietor/partner/executive officer/member excluded? NO If Yes, describe under special provisions below. WC 71949 01/01/2016 01/01/2017 x I WC Statu- tory Limits I 1OTH- ER E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 91-68-105 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": DVG Builders, Inc Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL Coverage does not apply to statutory employee(s) or Independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: GENERAL CONTRACTOR / ISSUE 04-17-15 (TD). REISSUE 01-11-16 (PH) Begin Date 1/5/2015 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. _...a,"4„,...44.2.4.- July 12, 2016 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence 69 NE 102nd Street Miami Shores, Florida 33138 Dear Sir; Permit# vk)S- i G0=-Icit This letter is to advise that we certify the installation of stucco around the concrete beam that provides the lintel for the new sliding glass door installation. The installation of the concrete beam lintel and stucco conforms to the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide any additional information. Very truly yours d ard A. Landers, President .00161111111911 P.E. tup:. • No 33398 a z * elC- O� : Ra s�'- s! O N �® .°® es'i 7850 NW I4t F11 STIREET, SUITE 509 * MIAfi'II LADES FL 33016 :: I91N: (305)823-3938 " FAX: (305) 23-9355 GUINN & SONS I-IURRICANE PROTECTION • • •' • • 12350 SW 132nd Court Unit 104 Miami, Florida 33186 305-781-3909 matt@guinnsons.com RECE1 M - JAN 12 2016 BY: �i-�--- Customer Name: C4A,_ (Lc_ytIWLOS Address: 001 N i \ Ot S l .M\r" 1 SAar-'-S, F` 7)J' Phone number: E -Mail: Protection type: ['Accordion ❑Panel Dmpact • • • • • • •••• • • • • •• • • • • • •• • • • • • • • • • • • • •••• • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 3'7 Slcf^S VIII ae Ar?1O\,ED BY DATE ZON!NG DEPT BLDG T SUET CT CO CM) WITH ALL FEDERAL STATE AND CC -UNC RULES AND REGULATIONS REYNOLDS RESIDENCE 69 NE 102 Street WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 1 OPENINGS (1) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1. 15-0612.05 144 80 +48.9 / -65.5 5 ....... . .. • • • . • • • • . .. ••• .. • • • •• • ••• ••• ••• ••• • .. • • • • .. .. • •• • .. .. • •.• • • • • .... ..•• • •• ..• • • • • ••• • .... • • • • • • • •••• • • • • •• • • ...... ••• • • • • ... • • • • • • • •• •• .. . RAMMS ENGINEERING J INC. Kd=.85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BULDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE !-10-_1MIAMI-DADECOUNTY DESIGN WIND LOADS (LBS/SQFT) FORS-- -175 MPH WIND ZONE, Interior & Exterior Zones (4&5 - Walls) Positive Pressures CATEGORY II BUILDINGS Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maxi m) 15 0 �� Effective Wind Area (or, Tributary Area) in Square Feet , C- 20 30 40 50 60 1.00 0.95 46.7 49.0 0.92 45.4 47.6 0.89 44.5 46.7 0.88 43:8 45.9 25 53.2 50.8 . 49.4 48.4 47.6 30 55.1 52.6 51.2 50.1 49.3 40 57.9 55.3 53.8 52.7 51.9 50 60.3 57.6 56.0 54.9 54.0 60 62.2 59.4 57.8 56.6 55.7 0.86 43.2 45.3 47.0 48.7 51.2 53.3 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 -1.10 -1.05 -1.02 -0.99 -0.98 15 -53.1 -50.9 -49.6 -48.7 -47.9 20 -55.6 -53.3 -52.0 . -51.0 -50.3 25 -57.7 -55.3 -53.9 -52.9 -52.1 30 -59.8 -57.3 -55.8 -54.8 -54.0 40 • -62.9 -60.2 -58.7 -57.6 -56.8 50 -65.4 -62.7 -61.1 -60.0 -59.1 60 • -67.5 -64.7 -63.0 -61.9 -61.0 60 -0.96 -47.4 -49.7 -51.5 -53.3 -56.1 -58.4 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D Height (M ) (Maxim- For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area (or Tributary Area) in Square Feet 20 30 40 • -1.40_. c6 -<6g) -1.29 -61.1 -64.1 -1.23 -58.5 -61.4 -1.19 -56.7 -59.4••• 25 -71.2 -66.4 -63.6 44.6 •: 30 -73.8 -68.8 -65.9 -63.86" 40 -77.6 -72:4 -69.3 -67.1 50 -80.8 -75.3 -72.1 60 -83.3 -77.7 -74.4 -42.1_ • 50 60 -1.15 -1.13 -55.3 -54.1 ::-579::." -56.7 -58.8 '"-62.2 ' ' -60.9 -65.5 -64.1 ":-68.1 ':' •'x66.7 :�:7c•3' L 1 68.8 • • • •. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smalle but notless than 4% of least horizontal dimension or 3 ft.' imein•�r�oplei t irEfeet) • • • • • • • • . , • • ••• •• • • • •• •s ._ ••• • • • • ••• • AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. M IAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eovteconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:iSeries "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I.\ APPROVAL DOCUMENT: Drawing No. W13- 'i , i e • eries- ' ass Door (L.M.L)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATINGkLarge and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • i! I .. ... . . . .. .. INSPECTION: A copy of this entire NOA shall be provided to the use *by4 e.non fai shall be available for inspection at the job site at the request of the Building Official. • This NOA revises #13-0912.02 consists of this page 1 and evidence pages E-1, as well as turai or its distributors and • • •••• approval document mentioned above. • • • • • . • • • •• • • •• •• The submitted documentation was reviewed by Ishaq L Chanda, . . • •• .. • • •. • . • •• •I MIAMI DADE COUNTY APPROVED vvro • • • :1adA No. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 • • age • • •• • • • • • .• . • • • •.•• • • •.• • • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-l300-02, -04 & -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 DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER •• ••• • • • • • •• 1. Test proposal, dated 03/25/13 approved by Jalh13: ciasto1f r..: '• •• ••• •• ‘,tl• tt•:� �..K Ishaq L Chanda, P.E. • • • • • • • • • *Product Control Examiner . r:14,Exrpotra.:altipona • :NOA�1o.15-0612.05 • • . •• D ter Itemarch 20, 2019te: December 17,2015 E-1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 SEE CHART 11 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STFP 7 SELECT SIU. TYPE FROM SHEET 7 AND LIMIT EXL(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART d2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250" DAYSITE BPIINING HEIGHT: PAM1i.EEG P— 6.50", •• PANEL HEIGHT• = DOOFP F•fr1.ME ItIGHT — 1.5625" THESE DQORS ARE RATEIV4 VeYI' & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQIrF •• • •• •y SEMIS -MI • • ALUMINUM •SLIDING IMES DOOR i THIS BEEN IMQIL 1 AND TESTED TO COMPLY WTDI HE REQUIREMENTS OF THE 201 5�� €€DITION) FLORIDA BUILDING CODE INCLUDINR MGH VELQCRY ICag4E ZONE (HVHZ). 16Y OR 2BY WOD SUCK! •'S fimBRS, MUST BE ANCHORED PROPERLY TO TRAMMED/ 180.06 TO THE STRUCTURE. ANCHORS SHALL BE AS L•�'TE� SPED AS SHOWN ON DETAILS, ANCHORS EMBEDWFr•lip BASE MATEFS9L SHAY. BE BEYOND WALL DRESSING OR STUCCO. AN .q(2 •LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT P O THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 5' MAX. 116AD CORNERS a tC 4 3/8" 13" MAX. AYR' HEAD CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY INTERLOCKS WITH OR REINFORCW SEE - #1 0 FALSE Or 0NAL 5" MAX. SIU. CORNERS zql- Ir _ 11 1 11 41 3/4" D.L OPG. 48 7/8" PANEL WIDTH 41 3/4' 0.L OPG. 48 8' PANEL 13" MAX. SILL CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY • TYPICAL. ELEVATION ox ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 SQ. FT. Engn 1A ,, MAD 592 PROM rREVS= Sicespl4 •wil(111. 1orldd baba Cede amines Oek (,yA(vo?/f Is_ y`1 Limp_ own! LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT O 8 0 0 COMP -M1L\W13-49ECO Tn 8 U a v 8 S Si drawing no. W13-49 (sheet 1 of 1) • •••• • • •• • • ••• • • ••• • • • • • • 5' MAX. HEAD CORNERS 13' MAX. HEAD 4 3/8' CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 14F DOOR FRAME WIDTH • FALStit1TARR• • • • OPTION • • • •••• • • • • •••• 5• MAX. SILL CORNERS 42 1/16• D.L OPG. 49 5/16' 42 1/16• D.L OPG. 49 3/16` ASTRAGAL PANEL WIDTH INTERLOCK Imo: • 1 PANEL WIDTH 13' MAX. SRL • TYPICAL ELEVATION OXX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACTY Engr•. JAVAD AHMAD CMR RA C.A.N. 35PE i 7350592 POD1JC f REVIREb rc9Rpyligi with Die WWorMY laidies Cede DIQS-0 I20� .ct aol "\.-- (016.1L) 8 C d� Qei s 462 0 v 0 E S Si e- a g$ drawing no. W13-49 sheet 2 of 12 l, . i I, l ____4_ IT P • 0.t10 • II• • I• • • I'• •••••;• II,. •• }I• • F ••• •,• • •40• •••• 11 LJL-- /,I // //. �_____ - j I II II II IF II :I I3 ,I" INTERLOCKS WITH OR WITHOUT REINFORCING �Sf CHART $1 /, // //, i, /1 v 7 1 g /, // //. �/- V '-'-•-•-•-f'1 - • FALStit1TARR• • • • OPTION • • • •••• • • • • •••• 5• MAX. SILL CORNERS 42 1/16• D.L OPG. 49 5/16' 42 1/16• D.L OPG. 49 3/16` ASTRAGAL PANEL WIDTH INTERLOCK Imo: • 1 PANEL WIDTH 13' MAX. SRL • TYPICAL ELEVATION OXX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACTY Engr•. JAVAD AHMAD CMR RA C.A.N. 35PE i 7350592 POD1JC f REVIREb rc9Rpyligi with Die WWorMY laidies Cede DIQS-0 I20� .ct aol "\.-- (016.1L) 8 C d� Qei s 462 0 v 0 E S Si e- a g$ drawing no. W13-49 sheet 2 of 12 • ••• • ••• • • • ••• •• ••• • ••• • ••• • •• ••• 2 O W • ••• $• p•• 1•• .•• 1•• • ••• • •• •• 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" TVP. CLUSTER OF 6 ANCHORS AT lNTER1.00K/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY ti ••1 192" DOOR FRAME WIDTH • FALSS PkeAur TI • OPTIONAL •••• • • •••• • • •• •t11,, SILL CORNERS PANEL WIDTH 13" MAX. SILL INTERLOCK 42 1/16" D.L OPG. 49 5/16" PANEL WIDTH ASTRAGAL TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. INTERLOCK CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY PRODUCFREVISED Psl7Ttp with Ne Hoed* fa Zk 0401 e A i 8 U 8 0 a 3 ,c, to gi o Q ODM I O' U "w Wrn�� 1, 01 0 r 0 v S oc Si 1 0 . drawing no. W13-49 (sheat 3 of12) to// T\ u • • •• • • . g,/ • • • • •• • II 1 j I INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART 81 1. Ci I 1 I II II II I II II ;I INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART $1 yt . • ___ 1 • • 11 ••••1O• li •• l•• • • ••• •I ••• • ter___ 2' / // • 1,1 a 1' - • • • ©Il O 1 1 ___ 11 II I� +P_1.� II �/ // C v I _y1 ___ .r--- it II // it / II I1 1 ��I ;I 1 I l I1 - 1 �_/ 11 I == < V __ll =4 _______ ?I- I II I II I 1� 11 II • FALSS PkeAur TI • OPTIONAL •••• • • •••• • • •• •t11,, SILL CORNERS PANEL WIDTH 13" MAX. SILL INTERLOCK 42 1/16" D.L OPG. 49 5/16" PANEL WIDTH ASTRAGAL TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. INTERLOCK CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY PRODUCFREVISED Psl7Ttp with Ne Hoed* fa Zk 0401 e A i 8 U 8 0 a 3 ,c, to gi o Q ODM I O' U "w Wrn�� 1, 01 0 r 0 v S oc Si 1 0 . drawing no. W13-49 (sheat 3 of12) • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. ••i • • • •• MI PRODUCrRgy, , neesPIriamith Home ohtticez. 42405_ C12/231 4 wfGepo� Engr. JAVAD AMMO CML FLA PE . 70592 CAN 2015 drawing no. W13-49 sheat 4 oft) i01'i ••i • • • •• MI PRODUCrRgy, , neesPIriamith Home ohtticez. 42405_ C12/231 4 wfGepo� Engr. JAVAD AMMO CML FLA PE . 70592 CAN 2015 drawing no. W13-49 sheat 4 oft) PRODUCrRgy, , neesPIriamith Home ohtticez. 42405_ C12/231 4 wfGepo� Engr. JAVAD AMMO CML FLA PE . 70592 CAN 2015 drawing no. W13-49 sheat 4 oft) • •••0 • •••• •• • ••• • •• • • a ••• • •••• • • • • 1 • •• CHART DESIGN LOAD CAPACITY - PSF (GLASS) GLASS TYPES 'B', 'BL' GLASS TYPES 'A'. 'A1' AVERAGE PAN0. ROAN DOOR 81•IE HMO WITHOUT REINA. WITH REINA. Waifs NCNB EXT.(+) INT.(-) EXT.(+) INT.(-) 30 70.0 70.0 80.0 70.0 80.0 38 42 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 30 70.0 80.0 70.0 80.0 54 70.0 62.2 71.1 62.2 71.1 30 48 70.0 80.0 70.0 80.0 38 62.2 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 70.0 70.0 80.0 70.0 80.0 54 54 82.2 71.1 62.2 71.0 30 70.0 70.0 80.0 70.0 80.0 38 42 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 80.0 48 30 70.0 80.0 70.0 80.0 54 70.0 - - 62.2 71.1 30 48 70.0 80.0 70.0 80.0 38 70.0 70.0 80.0 70.0 80.0 42 • 98 • • 70.0 80.0 70.0 80.0 48 • •••••070.0 80.0 80.0 80.0 - • • ••70.0 6 2 71.1 a•84 42 • 30 70.0 40.0 8010 74.0 80.0 a • 38 0 fs 0 0 . 70.0 iip.0 Y7.0 80.0 42 70.0 80`.0• 74.0 80.0 48 0 70.0 10.0.0 •%.0 80.0 • • 30 • • • - + • •70.0 80.0 ••36 • • • •--...--2-1-• • z•483� 80.0 42 1E2 70.0 80.0 •• 4,3 e•.••. •_ ••ir• .. 77.0 80.0 • 30 • • - i•1 •70.0 80.0 D: 36 . .. . • • i.0 80.0 42 10t,- - - • 70.0 80.0 a• 48 •...._ •i• 13.0 80.0 • • • •• • • • • • _ • CHART 82 LOAD CAPACITY - PSB (ANCHORS) 8 EMI078 AM ice DOOR FRWE AT 1690. PANEL TROTH HDONT 9008 9819 ACHES saes EXT.(+) INT.(-) 30 70.0 80.0 38 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 54 82.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 38 70.0 80.0 42 98 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 60.0 42 102 70.0 80.0 48 70.0 80.0 30 _70.0___ 80.0 38108 70.0 _ 80.0 42 70.0 80.0 48 70.0 77.9 1f1Y4 LA.:6 11111.. y. ; ;ll,t" NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART ®2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. a iacv emcuin ri ACS 090' Interlayer SentryGlos By Kurcray Americo, Inc. 3/16" HEAT STREN'0 3/16' TEMP. GLASS // 0 1 • GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 3/8" AIR SPACE 3/16" HEAT STREW()GLASS 11 1 II �� 090' Interlayer SentryGlae By 'Kuraroy Americo, Inc.' 3/16' HEAT STREN'0 GLASS SILICONE DOW 899 • GLASS "`'E 'Ar 5UL IAM. GLASS SILICON DOW /CARDINAL XL EDGE SPACER ST. STEEL 16' TEMP. GLASS 3/8" AIR SPACE 3/16' HEAT 5TREN'0 GLASS 090' Interloyer B utoeite PVB By 'Koraroy Americo. Inc: 3/16' HEAT STREN'D GLASS 3/ EAT SIREN% GLASS lerloyer rico. Inc. n SILICONE DOW 899 \ \• 0 / GLASS TYPE 'B'/ 7/16' OVERALL IAM. GLASS AU. EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS. FOR 2" 511.1. HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8' SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 SILICONE DOW 899 CARDINAL XL • EDGE SPACER GLASS TYPE '51' 1' OVERALL INSUL UM. GLASS Ems. JAVA° MIND d°L FIA PE A 70592 CAN.. 538 DE ST. STEEL PRODOCFIt95I8g0 C�Pk**becomobiaysiIA Lie F Spi iss Due 3I'f . (ss \4 42 U 06 • a 0 06 G S 1 a drawing no. W13-49 sheet 5 012 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING r AT HEAD - 1 TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 1(51) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 1(51) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREW$ (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) • • ••••eq• • • • INA, METAL STRUCTURES • I♦: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • *NUMINUM 1,6" TIT* MIN. (6063-T5 MIN.) (STEEL IN CONtIc? WITI; ALUMINUM TO BE PLATED OR PAINTED)] 111-0-11 01-0 • r — • • _ • •— Al SHL. - — i/4" DIA. ULTIlAEON•ESIY•'ELCO' (Fu=177 K51, Fy=155 KS0 • &IREC ? INTO C•1fCROTE • • • 4L • • 1 Atir MIN. OM• • • J • • ••••-a. • • I •••(1.,,. JAMBS- • JYPE 'A'- • 1 /44 CIA. ULTRABEAR `Y 'ELCO' (Fu=177 K51, Fy=155 3(51) - 1 • • $JTO 2BY W004 4PuI e0R WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD ASONRY • • I • • • 1�-1E/* BY BCKS INTO CONC. MIN.UI:18F i ATip CONC. OR MASONRY • • • • • [°YPE 'B'• • 114E DIA. ULTRAtON BY 'ELCO' (Fu=177 K51, Fy=155 3(50 • 5IREtTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 1 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L— (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. 5111 OR JAMBS Pc m 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. PRooucrEmma, ttifil tie nor* 60140* AaAaw tr_, _ate r 1640•611•111&_2,4241.1 C.00sd 0 w 3 g 2 c 0 b. 0 a A 8 n 0 a 0 c 3B 1 1 drawing no. W13-49 sheet 6 of 12) • ••• • • • ••• • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING a -tie 1 18Y OR 26Y WOOD BUCK (SEE NOTE SHEET 1) ' 1 NCRETE c 3KtY MIN. EDGE DIST 3-1/8" METAL STRUCTURES 1/8" THTC (SEE SHEET 6) sou;UfiHEO � y� ._ sn�—nomINMSri TYPICAL ANCHORS SEE ELEVS. FOR SPACING rr jI MRMI-OADE COUNTY APPRD MULLION I: SEE SEPARATE NOA 11 (SEE SHEET ) ii 3-1/8" II II TYPICAL ANCHORS SEE ELEVS. FOR SPACING WAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c 5000 PSI MIN. WEEPHOLES; W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" 0.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" 0.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" 0.C. • ntt REVISED etesestplytegwIth litC FIoII46 Wein Cods • Detc_apslp..- iworoifif !cam.' PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH PI Em,!n JAVAD AHMAO CML FLA. PE 70592 38 f NOT APPRLIMB MAX DMR MAX. P3 SEE ELEVS. FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOA05 TO 70.0 PSF TO 47.0 PSF •.. W1. W2 3-p/�•° SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY STAGGERED FOR SPACING 1 g a 0 8 1 0 1 d awing no. W13-49 sheet 7 of 121 TYPICAL ANCHORS SEE ELEV. FOR SPACING RENFORCING AS REM. SEE SHEET 5 FOR CAPACRY PANEL WIDTH P2 TYPICAL ANCHORS SEE ELEV. FOR SPACING Q 90 w • • •qa • • .z •••a RUCK TURE EET •••.V!''• • • • 1/4* MAX. SHIM •• • • • • • •• • •••• • • • • •••• •• •• • • • • • • • • •• • • • •••• • • • • I/4 MAX. SHIM Engr. JAVAD AMMO CML R C t A 70592 i 022116 PRODucr REVISED MCaw • ... - r'7nHde langAeup ante n•.1 Ob 12.Or agleam Deu Vi2� t1� laP wCeet a drawing no. W13-49 sheet 8 af12) • • ••••4• • • ••••4• •• • •••I • • • • • • • •••• b• •• • •.•. I. i • •• • • • •••• TYPICAL ANCHORS SEE ELEV. • FOR GOMM • • • • • D.L. OPG PANEL WIDTH PANEL WIDTH 0.1.. OPG. REINFORCING AS RECD. SEE SHEET 8 FOR CAPACRY • •• • • • • • • • • • • •• •• •T►'•• • ••• ASTRAGAL DOOR FRAME WIDTH (SEE Dp TABLE) O.LC PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY 1 A O. • •••• • • •• • • • • 87, 1/4" MAX DOOR FRAME WIDTH SHIM T:ngr. JAVAD AHMAD CIVIL FLA. C 92 A 274115 METAL STRUCTURE 0 1/4' MAX SHIM PRODOCF REVISED witawptdas wish Ibis Florklb blid*# Cede Maoism, Ir 0612. YgimW Dd. 31'011'` MOP MIMI Ceti* ‘6(41 1» 1Ik .001 R• 41110 COMP -ANl\W13-49EC0 -J va O 0 0 t D 0 0 c i S drawing no. W13-49 sheat 9 of12 • • • 008M # PARI # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXB 1 E701 1 FRAME HEAD 6005-T5 - 2 3 E702 1 FRAME SILL 6005-75 - E703 2 FRAME JAMB 6083-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6083-16 - 5 E705 AS RQD. PANEL LOCK STILE 6063-76 - 6 0708 AS READ. PANEL OUTER INTERLOCK 8083-16 - 7 E707 AS REQD. PANEL INNER INTERLOCK 6083-76 - 8 0708 AS REQD. PANEL MALE ASTRAGAL. 6083-T6 - 9 0709 AS READ. PANEL FEMALE ASTRAGAL 6063-76 - 10 E710 AS READ. GLAZING 8E9D 7/16' LAMINATED GLASS 6063-76 - 11 E711 AS REOD. GLAZING BEAD 1° INSULATED GLASS 6063-16 - 12 E712 AS REOD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REOD. 2° SILL RISER 6083-T6 - 14 E714 AS REOD. 2-3/4° SRL RISER 6083--18 - 15 E715 AS RECD. FIXED PANEL CLIP (CONUNUOUS) 6083-76 - 17 E717 AS READ. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-76 - 18 ,10 X 3/4° INN 5MS AS READ. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1' FH 5MS AS REOD. PANEL ASSY. SCREWS ST. STEEL - 19 A8 X 1/2° PH SMS 2/CUP FIXED PANEL CLIP SCREWS ST. STEEL AT 3° FROM ENDS 8 16° O.C. 20 #10 X 1-1/4° PH SMS 1/ ROLLER ROLLER NST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 0235 A5 REOD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 24 PRO3-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN 5T. STEEL HOUSING - INTERLOCK (1/2° MTG. SPACER REQD.) 25_ •ii18 2/PANEL FIXED PANEL SKATE DELRIN - 26 (#8 a 1/27, PH SMS 2//CLIP FOXED PANEL SKATE INST. SCREWS ST. STEEL • 27 • • • • •: !�S REQ➢. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK • 28 • •AS REQ.. BUMPON (SILICONE SPACER) SILICONE 8Y FRANK LOWE • 29• - • AS REQS. SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 80±5 SHORE A • • . •• • • • • • • • • • • • • • •• •• • • •••• • • ...• SEALANT; • ALL JOINTS AND•PRRIPE.•eONNECTIONS SEALED WITH ••dJHS 4LUMINU% COLQI D SILICONE. • • • •• • • •••• En9n JAVAD AMMO CML FLA PE # 70592 C .. 3538 015 PRODUCE REVISED lUuuI** wHA We FMatlA AlWhimaitOohedesslissel4co L 0 a 0 th N COMP -ANL\W13-49ECO 0 a 1. S 0 c i 6 a 3 drawing no. W13-49 sheet 10 of 12 • •••• • •••• • • • •••• • • • •• • ••• • ••• • • • ••• . 30-� r 1 .693 rtv ROOQ CORPORATION a 1 ¢S & PRODUCT DEVELOPMENT (SET DRIVE, SUITE 220 .OFUDA 33173 264-8100 FAX. (305)2826' 978 COMP-ANL\W13-49EC0� 3.552 5.059 3.562 .125 2.105 - .078 1.648 124 i .078J 11 -� , ,� 1.648 1.129 .078 1.998 FRAME HEAD 1.998 - �R 1312 .937 1-- .045 .0821.._ .937 � G62 1. �2, L1.252 LAZING BEAD 10 1' ?NG LAM. GLASS GLAZING 7/16" k-1.252 BEAD IAM. GLASS .094 - - 2.625 PANEL LOCK STILE 2.623 O PANEL INNER INTERLOCK 1.144 - `..1 .210 - r p.471-1{- .062 - - .210 .068 R11Z; R ai 81 L' 5.532 • • • • • JI. 1.998 3.582 2.313 7.250 ' .078 .210 .068 - 0 WZ'2' 1.648 - .078 .125 2.105 2.887 068 1.047 1.047 1.937 1.047 .-, 1 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER 1(SERIES-700 ALUM SLIDING CLASS DOOR ECO WINDOW SYSTEMS, 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 88: U 1.823 PANEL TOP & BOTTOM RAIL PANEL 2.625 - OUTER INTERLOCK .915 2.248 .125 • •• • •• • •••• • • • • • •FRAME JAMB• • •• • • • • • • • • • • • • 1.494 .078 .357 15 .149 FIX. --' 106Y - 1.540-^I PANEL CUP J f •• • •• ?I 9 • • • 1.991) • • 1 •••• • • • 2 067 • 11 :.** 1.022 .125 17 INTERLOCK STIFFENER ai 1Fo i=leMthe AceNe Ir-a612aS- aPRODUCEREv91<ED o g. !R B A ) 1 3.687 • • 1• jj • 0 • • • • • • SavkieMDes -i 1 111 v £7 4 3.437 .078 1• t 1 ` _` __ a 5.274 FRAME SILL Coated m a '0 a m^ S g e 1.824 1.648 .1\. . i a m u 3.820 3.896 .078 s ^9 ^ Engr: AVM)ANMA9 CNa FIA. PE A 70392 C.AN. 3538 It 1 015 R ffi $ 1' 2.500 (7i PANEL MALE ASTRAGAL 140 PANEL 2.000 FEMALE ASTRAGAL ilif �', drawing no. W13-49 sheet 11 of 12 • • • • • • • • • • • •• • • • •••• • • • • •• • • • • • • • • • • •• • •• •• • • • • • • •• • •••• • • • • • •••• • .••. • •• • • •• • • • • • • • •• • • • • • FRAME BOTTOMFRAME BOTTOM GOR�R Eng: JAVAD AHWO CML RA. PEAN. A 7059278 C35 r•obucr REVISED se emplytsgwuK baselag Cede Au phisea N. 1r c6iz•cr EL lDW z17.`2,11q U (7 a. grAP flit a 5 a 1 } drawing no. W13-49 (sheet 12 of 12) f