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RC-15-888Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RC-4-15-888 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 4/20/2015 Expiration: 10/17/2015 Parcel Number Applicant 650 NE 97 Street Miami Shores, FL 33138- Owner Information Address 1132060171640 Block: Lot: Phone SYLVIA FLORES Cell SYLVIA FLORES 650 NE 97 Street MIAMI SHORES FL 33138- 650 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Phone Cell Phone Valuation: $ 10,000.00 Total Sq Feet: 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: WINDOWS REPLACEMENT AND F Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: Bond Return : Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $4.50 $4.50 $2.00 $300.00 $9.00 $8.00 $334.00 Occu Exterio Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Pay Date Invoice # 04/16/2015 04/20/2015 Pay Type RC-4-15-55211 Check #: 894 Credit Card Amt Paid Amt Due $ 50.00 $ 284.00 $ 284.00 $ 0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered here pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sub accepting this permit I assume responsibility for all work done by either myself, my agent, serva required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIM Available Inspections: Inspection Type: JVin`dow Door Attachment v,taming °Insulation Drywall Screw i,Final • PE Certification Window and Door Buck Fill Cells Columns Review Building Review Planning Review Electrical Review Plumbing Review Structural Review Mechanical der in compliance with all ordinances and regulations the proper authorities of Miami Shores Village. In employes. I understand that separate permits are POOL work. OWNERS AFFIDAVIT: I that all - f. •oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning thermo -, - orize the above -named contractor to do the work stated. Autho= a /Sg ,;( : Owner / Applicant / Contractor / Agent April 20, 2015 Date Buil • ng D artment Copy April 20, 2015 1 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 BY C- APR Lib 2015 FBC 20 1.d BUILDING Master Permit No.�C-15-CJEF:3 PERMIT APPLICATION Sub Permit No. UILDING 0 ELECTRIC 0 ROOFING 0 REVISION ❑ EXTENSION 0 RENEWAL El PLUMBING 0 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: b,50 0G 91* `T City: Miami Shores County: ZVI►ami Dade Zip: 3-3 (3& Folio/Parcel#: Is the t iilding Historically Designated: Yes NO Occupancy Type: Load: Construction Type: rM, Flood Zone: BFE: FFE: p sy WI A• OWNER:Name(FeeSimpleTitleholder): � ��.SRI '"Y €t,O - mono*: (3o )-1 3--y5�99 Address: (5'0 1..)"1 SI City: b-�1l pi-1\ SF1'O �-�� State: �- ii/p: 3 3 3 R ` v Tenant/Lessee Name: P Phone l 30S) lq 3'I J 1 SC(oevK-SKy @ 9ry, 001, com Email: CONTRACTOR: Company Name: O c Li Phone#: Address: r City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: -,DESIGNER: Architect • • -er: Phone#: Addr- .: City: State: Zip: Value of Work for this Permit: $ 10 000 Square/Linear Footage of Work:' Type of Work: El Addition ❑ Alteration ❑ New Repair/Rep n Demolition Description of Work: _�" \ lNo0u)s ?PigaA- I Specify color of color thru tile: Submittal Fee $ - W Permit Fee $ CCF $ `"'" CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3 9 (4 • Ck) (Revised02/24/2014) Bonding Comp• any's` Name (if applicable) Bonding Company's -Address( LA G 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 promise in good faith that a copy of the notice of commence ent and whose property is subject to attachmeSollso, a certified for the first inspection which occurs (7) days after inspection will not be approved and a relnspection fee will with an estimated value exceeding $2500, the applicant must construction lien law brochure will be delivered ;to the person of the rec uilding rged. r-' Signature �4 / r_ Signature•, rn The foregoing instrument was acknowledged before me this /S day of ea>1:3,0 , 20 /.51— by < //Y/ , who is personally known to , who is personally known to me or who has produced /2 d2 7 eeS 7/D as identification and who did take an oath. identification and who did take an oa h NOTARY PUBLIC: orded notice of commencement must be posted at the job site permit is issued. In the absence of such posted notice, the CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 Sig r OWNER or AGENT Notary Public State of Florida Joanna M Feliciano My Commission FF 082753 Expires 01/1212018 APPROVED BY me or who has produced • as NOTARY PUBLIC: by ign: Print: Seal: i Plans Examiner ****************************************** Zoning (Revised02/24/2014) Structural Review Clerk 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand:that my failure to follow these may subject to serious financial risk. Initial I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may ontact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbprfpro/cilb/inde ml Initial'3 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informatio have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who do-s not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of ccc may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an in • ;+u or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the statusgegthe'contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement nifsthe,completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit -A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verificatiop.acceptable to the local permitting agency is required when the permit is issued. L •� Was acknowledged before me this /SS day of q , / , 20 /,S By dive y who was personally known to me or who has Produced thh. - License • F1162 7Ja{ ?rS'//4 as identification. OWNER r n(4Nctary Public S -te of Florida 8�; Joanna M FetiClano My Commission FF 082753 '4. war Expires01/1212018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'OWNER BUILDER DISCLOSURE STATEMENT NAME: Sy J I i-vos ---ES DATE: I y I l S ADDRESS: ((O WE °t-1 G . RIA-t\ SK�t? 33c3S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family 07two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or Tess (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed,`mayt as my own contractor with certain restrictions even though I do not have a license. Initia 2. I understand that building permits are not required to be signed by a property owner unless he or sh is responsible for` the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead . y own name: I also understand that the contractor is required by law to be licensed in Florida and to list his or licen" - .n permits and contracts. Initial 4. I understand that I may build or improve`a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantial) improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or j bstally improved it for sale or lease, which violates the exemption. Initial, 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. • ti Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons woing on my building or residence. It is my responsibility to ensure that the persons whom I employ have.the license required by law and by county or municipal ordinance. Initial DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100" Aluminum Out swing Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01-30-13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Se ctten.. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant "" Limitations: • • 1. See DP tables for X or XX in sheet 1 Door w/ sidelites (whvo reinforcement) in sheet j, Agg,ingle side�lite • (standalone) DP capacity in sheet 3. •.. • . 2. See allowable mulled configuration in sheet 3.1 not to exceed (5) panels w/ max two mulled sidelites,• • 3. Max door leaf width mulled with sidelites in sheet 3.1, shall not exceed = 36-7/8". See aetiyellinel �l-- i�►t� locking or active panel dead lock w/ manual bolts option in sheet 4. • • • • • • • 4. Glass lites wider than 36" shall have two setting blocks per FBC requirements. . • . '. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ana%%PAS 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 beetf fio • 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above The submitted documentation was reviewed by Ishaq I. Chanda, P.E. IAM� •DARE COUNTY APPROVED: ifIAMI-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.¢ov/economy NOA No. 13-0219.07 Expiration Date: July 04, 2018 Approval Date: July 04, 2013 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01-30-13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13, 05/20/13 and last revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04 •.. • • • •••• D. QUALITY ASSURANCE • • • •• • •••• • 1. Miami Dade Department of Regulatory and Economic Resources (RJR). • • • • • E. MATERIAL CERTIFICATIONS • •••• •• . . .•.• • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeWlys & t t ;h3c. for their "DuPont Sentry GIass ® interlayer", expiring on 01/1471'/7 • • • • 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNennbtO s & Co., Inc. • for their "DuPont Butacite ® PVB interlayer", expiring on 12/111/16. • 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemicel•CoMpany; O mer • • Solutia Inc.) for "Saflex color & clear interlayer", expiring on 05/21/16. • • • F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al-Farooq Corporation, dated 01/25/13, 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 08/21/12 approved by Jaime D. Gascon, P.E. ll;haq 1. Chanda, P.E. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04, 20I8 Approval Date: July 04, 2013 E - 1 4" MAX. HEAD/SILL CORNERS TABLE 1 39 5/8" MAX. DOOR FRAME WIDTH I I" MAX. �{ HEAD I SILL / / II / rr 7` ,/' I II/ / II / a' POINT LOCK OPTION SEE SHEET 4 II II \ II -\ U ==1N-= _ r� LEAF WIDTH TYPICAL ELEVATION ( X ) 1 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-5/8" 36-7/8" 98" 65.0 80.0 76" MAX. 4" MAX. HEAD/SILL CORNERS 000R FRAME WIDTH �� 3" 6" 3" fir') m -�—�— — 0 I / // I) / / / / jjI \ \ II \ \ II =1t-== Ni • qqq n g — I`s,;I O 3333J _ O — — / / / / DEAD BOLT / LOCK OPTION < SEE SHEET 4 \ //. \ ',// '4• \ \ \ I \\ P --�-_'__ // 1 '/' I // 1 _____=C===== I 1 II I II/ / II / f // \ \ \ \ ` / / 1 ACTIVE ''I\ A .t(IACTIVE DOOR OPTION$ 28" D.L. OPG. 38 7/8" LEAF WIDTH TABLE 2 1" MAX. HEAD SILL (6) ANCHORS AT STILE END AT 3" 0.C. TYPICAL ELEVATION ( XX ) (4) ANCHORS AT STILES END SURFACE APPLIED FALSE MUNTINS MAY BE USED DOORS LOAD CAPACITY - PSF DOUBLE (XX) 000R OIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 36-7/8" 98" 65.0 80.0 NOTE: •• ••• • • COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED �Y BLDG. OFFICIAL PER FBC, AS APPLICABLP. • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05—DEC-219 • • NOTE: • FLUSH BOLTS AND Lve$ S1eST BL• • • ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. • ••• • • • • • •• • • • •• ••• • • • • •• • • •• • • • •• FloApproas ved odds tin complying Dote Jul y o 4 t 201 3. NOAI /4-0214•o7 Miami Rade Pandas: OW DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM FRENCH DOOR W/ SIDEI,ITFS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN 8E ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. $ SEE TABLE 4 FOR SIDELITE AND SIDELITE MULLION CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST 8E 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 INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" • • • 900R LSAF WIDTHS (X DOORS) = FRAME WIDTH - 2.750" • • • • DOOR LEAF WIDTH (KX DOORS) _ (FRAME WIDTH - 2.2501/2 • • • D.L.O. FIC16I�y�' (imps) FAME HEIGHT - 12.250" • • • • D.L.O. WIDTIa♦ (XX �ORS)a=F(FRAME WIDTH ME WIDTH -' 120")/2 Enyr: JAVAD NMMAD CIVIL FIA PE Y 70592 CAN. 3538 rn j Z 141 'aC0as 0 �'nr7 1 U r••) 13 g� 1 drowing no. W13-03 sheet 1 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (4) ANCHORS AT STILES ENO 201 1/4" 4" MAX. 41 3/4" 78" 41 3/4" 41 3/4" (4) AT M \ II II \ I II �� II II II fH D.L OPG. w I' 11\ 711 FRAME HEIGHT 83 5/8" O — o — - O %� // D.L OPG. \�\C 1 I I = II n \ i \ \ . :t: ; I - ACTIVE --\t r - 1 1 38 I I,I 1 1° 7HIDE 5/8" .._ (6) r r (,i i ANCHORS 1) ---1 28" f I t I 38 1/4" _ --- ( I �`;„- I I I 38 1/2" _ --- (4) ANCHORS AT MULLION ENDS T STILE END AT 3" 0.C. SURFACE APPLIED FALSE MUNTINS MAY BE USED TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) SIDELITE OPTIONS •• ••• • • • • • •• LOW -PROFILE SIDEUTE TOP & BOTTOM FRAME ANCHORS ULUON ENDS HI -PROFILE SIDEUTE TOP & BOTTOM FRAME Approved as complying with the Florida Dahlia g/ Cte DOA/ 3 Mlaerl Dade Product (rat• By IS NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. 2. FRENCH DOORS WITHOUT INSECT SCREENS. • • • • • • • • • • • • • • • • GLASS DIMS O.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT — 14.375" D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH — 4.50" • • • • • •DaLeD. WIOTM (SIDELIT€) = FRAME WIDTH — 4.875" • • • � � D.O. HEIGh (20IT) FRAME HEIGHT — 12.250" • • • • • • Di...0. YUDTY (Y DOORZ) - FRAME WIDTH — 11.625" • • • • • • •• •• PLOD. WIDTH (• � S0� NS) = (FRAME WIDTH — 20")/2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Eng,: JAVAD NOMAD CIVIL FLA. PE 1 70592 C.A.N. 3538 m‘u z 0 r• Q 1 N cc 0 .0 ot ggao o0 E_ I I Z N ro o. U d 01 8 tAI c 0 0 14 u 0 8 fi drowing no. W13-03 (sheet 2 of 10 TABLE 3 DESIGN LOAD CAPACITY - PSF FRAME FRAME STATIONARY WIDTH HEIGHT PANEL (0) INCHES INCHES EXT.(+) INT.(-) 41 3/4 65.0 80.0 42 64.8 79.5 45 82 1/2 60.3 74.2 48 56,5 89.6 41 3/4 65.0 80.0 42 64.6 79.5 45 84 60.3 74.2 48 56.5 69.6 41 3/4 65.0 80.0 42 90 84.6 79.5 45 60.3 74.2 41 3/4 96 65.0 80.0 42 3/4 84.6 79.5 41 3/4 98 85.0 80.0 42 3/4 63.5 78.1 42 3/4' FRAME WIDTH 4" MAX. HEAD/SILL CORNERS D.L OPG. O I I I I I // //. / rn 42 3/4' FRAME WIDTH 4" MAX. HEAD/SILL CORNERS 0 I f©1 I I MAX. HEAD SILL 38 1/4' O.L. OPG. HIGH PROFILE SIDELITE LOW PROFILE SIDELITE FRAME WIDTH TYPICAL ELEVATIONS (0 ) •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • io mE i NMOlaPA•yF l anmlrol T8e Date NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). Engr: JAVAO MIMAO CML FIA PE 6 70592 C.A.N. 3538 re'mu 3 drawing no.' W13-03 sheet 3 of 10 TABLE 4 MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF SIDELITE FRAME HEIGHT INCHES DOOR FRAME WIDTH INCHES SIDELITE WIDTH INCHES SIDELITE TO SIDELITE SIDELITE TO DOOR W / REINF. WITH REINF. W / 0 REINF. WITH REINF.0 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 82 1/2 39 5/6" (%) 76' (XX) 24 30 36 41-3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 65,0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 64.6 79.5 64.6 79.5 64.6 79.5 64.6 79.5 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 56.5 89.8 56.5 69.6 55.5 59.8 58.5 89.6 84 39 5/8' (X) 76" (XX) 24 30 36 41-3/4 42 45 48 65.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 64.6 79.5 64.6 79.5 64.6 79.5 84.8 79.5 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 90 39 5/8' (X) 76' (XX) 24 30 36 41-3/4 42 45 65.0 80.0 65.0 80.0 65.0 80.0 85.0 80.0 65.0 , 80.0 65.0 80.0 65.0 80.0 65.0 80.0 65.0 78.1 85.0 80.0 65.0 80.0 85.0 80.0 65.0 69.0 65.0 80.0 65.0 79.5 65,0 80.0 64.6 68.6 84.6 79.5 64.6 78.6 64.6 79.5 60.3 64.9 80.3 74.2 60.3 74.2 60.3 74.2 96 39 5/8" (X) 78' (X%) 24 30 38 41-3/4 42 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 85.0 75.3 65.0 80.0 65.0 74.0 85.0 80.0 83.8 63.8 85.0 80.0 65.0 68.8 65.0 80.0 56.2 56.2 65.0 79.7 65.0 64.7 85.0 80.0 55.9 55,9 64.6 79.3 84.6 84.5 84.6 79.5 98 39 5/8' (X) 76' (XX) 24 30 36 41-3/4 65.0 80.0 65.0 80.0 65.0 75.5 65.0 80.0 85.0 70.6 65.0 80.0 65.0 89.5 65.0 80.0 59.9 59.9 85.0 80.0 64.6 64.6 65.0 80.0 52.6 52.6 65.0 74.7 60.7 60.7 65.0 80.0 SIDEUTE WIDTH REINFORCING O AS REOD. SEE CHART SIDELITE WIDTH SIDELITE TO SIDELITE_ WITH DOORS 39 5/8' (X) 76" (XX) 000R FRAME WIDTH m 39 5/8" MAX. _ SIDELITE DOOR WIDTH FRAME W 39 5/8" SIDELITE MAX. SIDEUTE WIDTH DOOR WIDTH li FRAME W. 39 5/6" MAX. SIDELITE _ SIDELITE D00R WIDTH WIDTH FRAME W. 39 5/8" 39 5/8" MAX. SIDELITE MAX. DOOR WIDTH DOOR FRAME W. FRAME W. --, / \ o \ roll In I 0 / // / .O \ \ K O /..,\\ / \ 0 \ \r\ \ / ► � // 0xx0 SIDEUTE 78" MAX. WIDTH DOOR FRAME W. ( Ox0 ) SIDELITE WIDTH ( X00) (x0x) ( 00x ) 76" MAX. SIDELITE SIDELITE I.SIDEUTE 78" MAX. 000R FRAME W. WIDTH WIDTH F- WIDTH - 000R FRAME W. A ^ 1 , 1 / \ / \ / \ 0 0 // J / \ J H .0 / y • r% / '� % \ ":i / :i 'ij \ 'r%• -%% -:% / :% • 0 \ \ / ♦ / \ / \ \ \ / / / 0 \ \ \ / / / \ \ \ / / / ( XX0 INSTRUCTIONS' USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDELITE AND SIDELITE MULUON CAPACITY FROM TABLE 4. 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REINFORCING AS REOD. SEE CHART• .() • • • • • • • •• ••• • • �( • 39 55/8" (X) • 766 (XX) • • • . • • ▪ • • DOOR F'T•- WID • • • • • • •• SIDEt E '➢•. • 0• DOOR • •• • • •• • • • •■. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • �• O • • • • • • • •••• •0 • • 000 • • ( 0XX0 ) S DEUTE MULLION ANCHOR 00XX 00XX SEE SHEET 2 Approved or complying W144 t Ftorldo Doh -7 /ti�°"z, NOAN no? A? M19M1 Otnie Prodneteyontrol STILE END ANCHOR SEE SHEET I mI WIDTH DOOR FRAME W. WIDTH WIDTH- 0 / / , \ o \ \ \ \ \.o-_ / / / / 0 OX%00 )� 5 PANELS 00Xxo ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC-2 19 Engr: JAVAD AMMO CIVIL FLA. PE / 70592 C.A.N. 3538 J cze VI S drawing no. W13-03 (sheet 3,1o1 10) LOCK OPTIONS: ACTIVE LEAF. SURFACE MOUNT DEAD BOLT LOCK AT 44-3/4" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 110-32 X 2" OH MS (2) /8-32 X 1/2" FH MS LEVER TYPE METALLIC HANDLE AT 38-3/4" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 1-1/4" PH MS. AND (2) 18-32 X 1/2" FH MS CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 1I-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH 18-32 X 1/2" FH MS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH #8-32 X 1/2" FH MS (2) PER BOLT 39 5/8" 76" / I / I \ / / l \ / / \ / / /. \ / ; / \ C \ '\ / \ — \ . / \ \ / \ \ / ACTIVE \ ( ACTIVE ' /INACTIVE 1. 3/16" HEAT STREN'D GLASS `.090 INTERLAYER SAFLEX PVB 8Y 'SOLUTIA' 3/16" HEAT STREN'D GLASS SIUCONE SILICONE GE 2800 GE 2800 SIUCONE GE 2800 O 8 GLASS TYPE 'G1' ACTIVE I FAF• 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STILE WITH (2) 18-32 X 2" OH MS CENTER LOCK FASTENED TO LOCK STILE WITH (2) g12-24 X 1/4" FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF STILE LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH /8-32 X 1/2" FH TC MS (2) SCREWS PER BOLT 39 5/8" 76" A i - / / / //,, < „ \ \ \ ACTIVE \ /I\ / / / / < \ \ \ ACTIVE \ l \ \ \ %\ ) // / / INACTIVE 3/16" HEAT STREN'D GLASS .090 INTERLAYER BUTACITE PVB 8Y 'DUPONT' 3/16` HEAT STREN'0 GLASS SILICONE GE 2800 SIUCONE GE 2800 3 3/16" HEAT STREW() GLASS .090 INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS HINGES; 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART 9FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40" 0.C.) HINGES FASTENED WITH /10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SIUCONE GE 2800 • • • • • • •\ •• • • • • I• • • I • • I ••• • • • • ••• • • • • • • ••• • • • • •• i GLASS TYPE 'G2' W GLe15 'G3'• • • • • • G• • yS • • C WG• MAIL AT SIDELITE • GLAZING OPTIONS • • • • • • • • • • • • • • • . •• • .• • • • • • • ■ ••• • • • • 000 • • • • • • • • • 0410 • • • • • • �•• •0 •• • • •• • • • 000 • 0 hypwed*1* *p 4gwltitia O t1411M Roldl Cock Ti NOA/1�_O2/4. Miami Mgt Produce Control M LL A drawing no. W13-03 sheet 4 011O 1/2" MIN. THROW BOLT PENETRATION WEEP SLOTS OPTIONAL • 1/2" MIN. THROW BOLT PENETRATION EDGE GIST. OPERAS) F PANFI TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • I BY WOOD BUCK EDGE D15T. ii SEE NOTE SHEET 1 CONCTRETE ^ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 WOW TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu.177 KSI, Ey.i55 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 /4" DIA. TEKS OR SELF DRILLING SCREW$ (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 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, SILL OR JAMBS f'c • 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 P51 MIN. • • •• • • • • : 4CHQRSi M* BE I1X OR FLAT HEAD. • • •• • • •.•• • • • • • • • • •. oo • • • • •• • •.• •• • • • • • • • •�• • • • • • • • • • • • • • • • ••• • • • • • •• • • • O• O• • • •• • • • • •• • • • • • • • • • •�• • • • • • • • • • •••• • • • •••••• • • • •• •• • • • • • • • • DOOR DETAILS METAL STRUCTURE I MWAI-DADE COUNTY APPROVED 11 1j I I CLIPPED MULUON 1j SEE SEPARATE N0 �I 11 I! 1j Eng1: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING >M �PUi1B with Me DateBK NBA Moil fUdc Product Control a V 3 1 L drowing, no. W13-03 sheet 5 of 10 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/2" MAX. LOAD BEARING. SHIM • ACTIVE LEAF EXTERIOR 38 7/8" MAX. LEAF WIDTH 39 5/8" MAX. DOOR FRAME WIDTH 38 7/8" MAX. LEAF WIDTH 18Y WOOD BUCK SEE SHEET I CONCRETE 0R BLOCK LOCK OPTIONS SEE SHEET 4 LOCK OPTIONS SEE SHEET 4 EXTERIOR D00R FRAME V0pTH • • • • • • •• • • • • • •• •• ••• • ••• •• ••• •••• •• • • ••• • ••• • • • • ••• • • ••• • • • • • • • • • • • ••� • • • • • • �•••• • • • •• •• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPC. DOOR DETAILS INACTIVE LEAF Engr. JAVAD AHMAD CML FIA PC l 70592 C.A.N. 3538 JUN q 5 2013 I/2' MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing n0. W13-03 sheet 6 of 10 TYPICAL ANCHORS EDGE DIST. SEE .EDGE DIST. IBY WOOD BUCK SEE NOTE SHEET 1 U • ' FOR SPACING �{� Mo ✓1 ° ' CONCRTE e •. CONCRETE,e• Z O 3 to N IFIr O "I lVl a 14 II II zz ° ro og "�i 1 N ® T _ II 11 I I 0 1 n 0 AL-FAROOQ CORE ENGINEERS & PRODUCT DE 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FA) /10 X 1/2" THREAD CUTTING MACHINE SCREWS • 6" FROM EACH ENO I u 1 !I II 28 k AT MIDSPAN TYP. HEAD/SILL 11 � I J s 1/2" MAX. 7 13 I I it Iu ® i LOAD BEARING SHIM 1/4" MAX. 2 15 3 i Z I SHIM • 9 O V 1S a O I ' ! I M i III III WITH METAL.. • , , sF m'q F- __� K ce ' 8nMi W W kS I 1 O I 1 ci _ _-�. S� %T II 1 I II I I 1 �j G ` _ _ _ _ .� _ _ �I{ I`--� �` N 8O m F it II it III __ t3 EXTERIOR 36 7/8" r , --- .. D.L. OPG. MAX. LEAF WIDTH If agg it ji SIDELITE WIDTH 39 5/8" (X DOOR) 76" (XX DOOR) 25 a v MAX. DOOR FRAME WIDTH FRAME WIDTHS Ta 14 TYPICAL ANCHORS v • SEE ELEV. A'complyinga FOR SPACING Fiedb•sIdle6 Cott AsApproved 7`k j1S Date ro uo 0• ® 11 NOAU71,S 18 • • dt e1 • oc O •• • ` o 000000 • 2• • • • • • • . '� HI -PROFILE SIDELITE Y ✓ri LOW PROFILE SIDELITE •• • • • \ _ • • • • • • • rn Engr: JAVAD AHMAD CAL FLA. PE / 70592 CAN. 3538 ' c - k ` 'e �CONCETE •. • ° ••° • ` • • • ,•• • / v ' EDGE DIST. r CON&RETE •.. a TYPICAL ANCHORS III EDGE DIST. • • • • • • • • • • •• • • ICAL :NCHO� • • • • • • j • 1 drawing f10. SEE ELEVATIONS r ••• •W13-03 FOR SPACING SPAiNNG •••" • • • SIDELITE DETAILS J JUN 2013 clncl lrc SIDELITE •� sheet 7 of 10 • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• ••• 000 • • • ••• • ITEM B PART 1 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - 2 T-51494 2/DOOR FRAME JAMB 6063-T6 - 3 T-51503 1/LEAF DOOR TOP RAIL 6061-T6 - 4 T-51492 1/LEAF DOOR BOTTOM RAIL 6061-T6 - 5 T-11502 2/ LEAF WEATHERSTRIP ADAPTER 6083-T6 - 8 SW-28698 1/DOOR THRESHOLD 8063-T6 - 7 T-51520 1/LEAF HINGE STILE 6063-T6 - 8 T-51498 1/LEAF LOCK STILE 6063-T6 - 9 T-11500 AS RE00. SIOEUTE SLIP ON JAMB 6063-T6 - 10 T-11501 1/CORNER ASSEMBLY STIFFENER 6063-T6 11 FD-107 3/LEAF BUTT HINGES (.122" THK.) ALUMINUM SULLIVAN & ASSOC. 13 T-11499 AS RECO. SIDEUTE GLAZING BEAD 6063-T6 - I 4 7-51504 AS REQD. SIDEUTE BASE ADAPTER 6083-T5 - 15 - AS REQD. SIDEUTE REINF. CHANNEL 3003-H14 - 16 T-11498 AS REQD. SCREW CAP (OPTIONAL) 6083-T5 - 16A - AS REQD. SCREW CAP (OPTIONAL) 6063-T5 - 17. - 2/LEAF 3/8" X 16 THREADED ROD STEEL - 1 8 - 2/LEAF 3/8" X 16 NUT - - 19 - AS REQD. PVC INSERT - - 20 - AS RE00. ULTRAFAB - - 22 PW-101 AS REQD. BULB WEATHERSTRIPPING VINYL - 23 PB-8400' AS REQD. PILE WITH INTEGRAL FIN W'STRIPPING - SCHLEGEL 24 5025 AS REQD. FLUSH BOLTS DELTA IND. 25 CP-BI11 - ENTRY LOCKSET KWIKSET 26 /8 X 1" 4/ CORNER ASSEMBLY SCREWS, FH SELF DRILUNG AT ALL FRAME JOINTS 27 /8 X 2-1/2" 3/ CORNER ASSEMBLY SCREWS. PH SMS - 28 ®8 X 1-1/2" 2/ CORNER SIOEUTE ASSEMBLY SCREWS, FH SELF DRILUNG - SEALANTS; FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• . •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • EAg : JAVAD A11MAD CML FIA PE 1 70592 C.A.N. 3536 APDrovM as eareplyieg wl14IN Fl a .NOA2 I1I1Rmi'Dide proaNNtCot Dr f h h� A 8 0 a 3 a drowing no. W13-03 sheel 8 of 10 4.000 r.078 1594 -.yI 1.445 2.125 t� 8 4 Vlf { .062I d_ 0.375 /� ,Y� r-tru + M 1.500I •J75 .939 .746 .688 2.250 __ i�L ++"_. r r �-- �_ I.d94 Fes- 045 T 0.312 f z' g ,. ii I M t.963 O 16 + 688 8 WEATHERSTRIP ADAPTER SCREW CAP I f O ^ OM--2.125 1 FRAME HEAD --j 1.252 �--• 4� LL Q I I 2t62 ® a j^---2.250-� .838 .045 2.000 ®+ n 0Q a 0& Q Q g 1 1.89 �1 ! 0 11 0. o PSI �$Q .078 I.963 13 SIDE LITE GLAZING BEAD O 81 STEEL y r PIN- O r+ Q 3 t� H m S 0 4.000 .078 4.895 5.638 m I Q g 3.375 .J F Q w e� f 1.750 - .078 re L I .875 �+ 1.500•.1 � 7- I ®+ .b.i l l 0 FRAME JAMB L I I 2.000 e I ILI oS .I 4.000 0 to 1-.-1.750 I HINGE STILE SIDELITE BASE ADAPTER $ 0 co O. 4.224 19 ALUMINUM HINGE zI �n tL ° "S Li .250 5 0 M ^ 0 .M i 3.500 4.000 1.750 2.139 1.125 g 'i 3 0 Z $ }-i .078 I•. 1.sao•N a_nv o I 4.816 J O -.1.876 k- TOP RAIL 4.906 O LOCK STILE 10 ASSEMBLY STIFFENER 2.057 -1 IIIIIIo-- .978 ��` A .078 --I1.445 k 24 wkhto 2.406 MOACbg b .078 L �- 1.656 _ Mimi Dade PrgJO 6 c Dy ~� 1i1111 5.500 4.156--i •• 6.000 9 SIDE LITE JAMB O • • ••• 5.7ss • • • • • • • • • • 8�� • • • • �• • • • • • • .1115 • • • • • •• • • 5.750 :--. r_ 2.177 � II .055 • • 0 • • • • • • • MILEngr. JAVAD AHMAD L o y� ` FLA. PE 170592 C.A.N. 538 c g, I L 1.375 t II `I •�0 -t-L.062 ••• • •.• $ '--' }•- 1.750-.1 4.000 •• • • • • • • • • • • • •• • • • • • • • • • • i 1 drawing no. 0 BOTTOM RAIL O THRESHOLD • 0 •• • ..•cp. SIDELITE �ASE• W13-03 GLAZING BEAU• SIDELITE ALUM REINF. 111N 1,i 21111 sheet g of 10) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME TOP CORNER SIDELITE TOP do BOTTOM CORNER DOOR FRAME BOTTOM CORNER SIDELITE SLIP ON JAMB CORNER •• ••• • • • .11 • • • • • • • • • • • •• ••• •• • • • • ••• .,, .. • • • • • • ••• •• • • ••• •• • •• • • • • • • • • • • LEAF. TOP do BOTTOM •CORNER • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • JUN`2 5 2013 drowing no. W13-03 sheet 10 of 10 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADIIIINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) bIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mi amid ade.gov/economy DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-IJ). 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: Hurricane Master Model 824/811 Steel Sectional Garage Dom; up to w/ Window Lite Option (DP +56.0, -64.0 PSF) APPROVAL DOCUMENT: Drawing No. 00-18, titled "Sectional Garage Door", 9heev91 throtgt+5 of 5, dated 08/24/2000, with last revision G dated 09/16/2014, prepared by Al-Farooq Cofpbtttion, signed'and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revisiaii'stamp wtttt.ttig. Notice of Acceptance number and expiration date by the Miami -Dade County ProductUontrol Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. •.. • LABELING: A permanent label with the manufacturer's name or logo, manufactudg tflVress, model number, the positive and negative design pressure rating, indicate impact rated if applicable, insta'llati4u instruction drawing reference number, approval number (NOA), the applicable test stgjdat 1s, ana they : statement reading `Miami -Dade County Product Control Approved' is to be located on the door's, side track, bottom angle, or inner surface of a panel. 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 # 12-0110.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned'above. The submitted documentation was reviewed by Carlos M. Utrera, P,E. • • • • . • .. • •••• NOA No. 14-0814.05 Expiration Date: February 22, 2016 Approval Date: February 5, 2015 Page 1 • • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 00-18, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 08/24/2000, with last revision G dated 09/16/2014, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.03" 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-TI82, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.05" 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing,oltiVTest B Reports No. ETI-08-2149A/B, dated 06/27/2008, signed and sealed4y Eandido F.. Kong, • • P.E. • • • ..• • "Submitted under NOA # 00-1121.01" • • • • • • 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per File,' • • • TAS 202-94 on "Sectional Residential Garage Doom", prepared by Herigeane Enginesring & Testing, Inc., Report No. HETI 00-903, dated 08/11/2000, signed and sealea by Ilecl& 14. Medina, P.E. • 4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind "'revive Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doers, pwepare$ by Hurricane Engineering & Testing, Inc., Report No. HETI 00-904, dated 08t17/20Aa,•sigied and sealed by Hector M. Medina, P.E. • 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. "Submitted under NOA # 03-0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-0128.03" E - 1 Ari t oils/2-015 • • • • • • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0814.05 Expiration Date: February 22, 2016 Approval Date: February 5, 2015 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to lnsulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North'America their Expanded Polystyrene Block Insulation, approved on 02/24/zu'i 1 and • expiring on 02/24/2016. • • • .... . • .... . "Submitted under NOA # 05-0228.02" • .... 6. Test Report on Accelerated Weathering Using Xenon Arc Light.pperatus temper ASTM G155 of "PVC Extrusion Material", prepared by Hurricahb'lwirineering'& Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed ;lid sealed + Rafael E. Droz-Seda, P.E. ' ' • 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material'! •prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC and no fmancial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. E-2- .'• . Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-0814.05 Expiration Date: February 22, 2016 Approval Date: February 5, 2015 • ICI `ol 7-1/2" X 2-1/4' X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) 7-1/2" X 3" X .071" CALV. STEEL END ROLLER HINGE w/ (6) #14 X 5/8" SMS WITHOUT DELRON SLEEVE (STD.) WITH DELRON SLEEVE (OPTIONAL) 7-1/2" X 2-1/4" X .071" GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WITH DELRON SLEEVE (OPTIONAL) CENTER HINGE 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7" X 3" X 12 GA. STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS LOCK 2/ DOOR • • • ^\ 1 15/16"W X .15 THK. LATCH `• STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. •� -_ - 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS BRACKET STD. LIFT 000R DOOR HEIGHT CONSI 'U' TS OF TOTAL / OF BARS AT EACH DOOR 6'-6' 2 SECTIONS 18' 2 SECTIONS 21' 8'-9' 1 SECTION 18' 3 SECTIONS 21' 8 7' 4 SECTIONS 21' - 7'-6" 5 SECTIONS 18' - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8 3 SECTIONS 18" 2 SECTIONS 21' 10 8'-3" 2 SECTIONS 18' 3 SECTIONS 21" 8'-8" 1 SECTION 18' 4 SECTIONS 21' 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18' 1 SECTION 21' 9'-8" 4 SECTIONS 18" 2 SECTIONS 21' 9'-9" 3 SECTIONS 18' 3 SECTIONS 21" 12 10' 2 SECTIONS 18' 4 SECTIONS 21" 10.-3" 1 SECTION 18' 5 SECTIONS 21" 10'-6- 6 SECTIONS 21' - 10'-9" 6 SECTIONS 18' 1 SECTION 21" I1' 6 SECTIONS 18" 2 SECTIONS 21' 11'-3" 4 SECTIONS 18' 3 SECTIONS 21" 11'-8" 3 SECTIONS 18' 4 SECTIONS 21' 14 11'-9" 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21" 12'-3' 7 SECTIONS 21" - 12'-6- 6 SECTIONS 18" 2 SECTIONS 21" 12'-9' 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS 18' 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 16 13'-6' 2 SECTIONS 18' 6 SECTIONS 21" 13'-9' 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 8 SECTIONS 18' 3 SECTIONS 21" 14'-6' 5 SECTIONS 18' 4 SECTIONS 21" 14'-9' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21" 18 15'-3" 2 SECTIONS 18" 7 SECTIONS 21' 15'-6' 1 SECTION 18' 8 SECTIONS 21' 15'-9' 9 SECTIONS 21" - 16' 6 SECTIONS 18' 4 SECTIONS 21" 20 BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS ENTER STILE OUTSIDE HANDLE 8 END STILE TOP FIXTURE 5-1/2" X 2-3/4' X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' OPTIONAL VENT _ (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK CENTER STILES ON EACH SIDE OF DOD" PIJTSIDF KEYED LOCK LOCK BAR LOCK ING SHOWN ALTERNATE TO SPRING LOADED SUDE BOLT LOCKS SHOWN ABOVE •1 8 -0" TO 9'-10• •--J• • DOOR WIDTFLS • rialrimmli. � p 10'-0 TO 11'-10" DOOR WIDTHS 1111 • �I�1) • • • • •• • • •• a• • •• • 12-e'•TO 133-10" • • DOOR WIDTHS ••• • • • • • • • OPTIONAL DOOR VIEWER TO 8E INSTALLED AT ANY CENTER STILE rA u c I e 0 S I _ COLONIAL DESIGN MAX. DOOR WIDTH 16'-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTER STILES CONFIGURATION 000R WIDTHS 8'-0' TO 9'-10" 10'-0" TO 11'-10" 12'-0' TO 13'-10' 14'-0" TO 15'-10" 15110-II" 110 l6-10 • • • • rap • :• • 1 OF CENTER STILES 2 2 3 4 • • 5 C U W� IV Il 14.-0 TO 15'-10" DOOR WID HS OM, `` w•• li _ Il�1p 15 ell'.TO 16'-2" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DOOR WIDTHS OBI OPTIONAL FLUSH FACE W000 GRAIN DESIGN DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16.-0" High With Window Lite Option DESIGN PRESSURE RATING = + 56.0 PSF - 64.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDMON (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOAOING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. 000R TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF RORIDA BUILDING CODE, TAS-202, 7A5-201 & TAS-203 FOR HVHZ AND ASTM E1888-05/ASTM E1998-09. Engn JAVAD AHMAO CML RA PE 1 70592 CAN 353B ov 014 PRODUCT REVISED 6M A wN• florid* Building AccePtilrios 0 oIPreptrogleo ` By ,d cc O O 0 J O F In 0 0 v 5 5 5, c 0 a a d 6 e 2 1 drawing no. 00-18 sheet 1 of 5 ) 16 CA. X 2-1 4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO / 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILUNO S. REIINFORCNG TRUSS 40 BOTTOM OF PANEL •BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 8 14 X 5/8" S.M.S. AND TO END SRLE W/ FOUR A 14 X 3/4" SELF DRILLING S. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48' 0.C. AND RUBBER WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.G. 11-3/16" j 1.9" X 2.19" X 3.3' X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16' X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 16 GA. X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO A 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR ! 14 X 3/4" SELF DRILLING SCR. 2ND SECTION REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER % 14 X 5/8" SM5 6 PER HINGE 1/2" X 1 -3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 16 GA.X 2-1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS STILES W/T1440 AT 14VXRTICAL INTERMEDIATE 5/8" S.M.S AND TO ENO STILE W/ FOUR N 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING 1/2' X 1-3/4' X 16 GA. FORIAEO STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS O 12' O.C. 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT TOP SECT ON REINFORCING 24 GA. STEEL PANEL - FLAPS BENT OVER PANEL-� 1/2' PUNCHED HOLES) 0 4" 0.C. 16 GA.X 2-1/4" X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR d 14 X 3/4" SELS DRILLING SCR. 3/4' X 2' X 2-1/2" X 18 GA. STEEL END STILE EDGE 1-7/8' X 2-5/8" X 18 CA STEEL DISTANCE CENTER STILE POP RIVETS �„ 4/14INCE/8" S.M.S. 18 GA GALV.•STEEL• • jr1TERIO • .IDE• . • R01jER HINGE. • CENTER HINGE • • • SEuIoN• B E0 • • • Bi11D6C. x so� .5 • • • • • • • 2.75" DIA. l.So 2.75" DIA. X .50" • STEEL ROLLERS (STD.) N ROLLERS (OPTIONAL) EL ROLLERS (OPTIONAL) ON ROLLERS (OPTIONAL) WITH 5" STEM 3/4' MAX. 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO 3000 PSI MIN. CONC. 2" MIN. EDGE DISTANCE ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING Engr. JAVAO AHMAO COAL FLA PE i 70592 CAN. 3536 Noy—) 014 Z -END STILE PRODUCT 1 61/1SED as CCrtstI** with ills ♦iiwl4 Mawr Ming,NNo 4 ...J. Q T D 6 SY AO"' L SECTIONAL GARAGE DOOR 41 • 0 0 g d drawing no. 00-18 sheet 2 of 5 ) • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • d POP RIVETS 2" SECTION A -A 2-3/4" X 5-1/2" X 3" X 12 GA. GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) / 14 X 5/8" S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4' HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET ( LOW HEADROOPTIONALOM 000 5/16" X 1-5/8" LAG SCREWS INTO Y/DOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X 16 CA. FORMED STEEL 2' X 5-1/2" X .104" GLUED TO PANEL AND FASTENED TO GALV. STEEL VERTICAL STILES WITH FASTENED W/ (4) Y 14 X 5/8" S.M.S. (2) 3/16" POP RIVETS TOPP ROLLER BRACKET FOR LOYI HEADROOM 000R OPTION HORIZONTAL REINFORCEMENT 1/2' X 1-3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1.81" DLA X 5" ROLLER SHAFT OPTIONAL INSULATIONS: NY 'OYPI AST PRODUCTS I t r' EPS-EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A /11-0926.07 OR 150-25 POLY-ISOCYANURATE OENSITY = 2.0 PCF N.O.A. /11-0926.06 OR AY 'CFI10FOAM NORTH AMFRICA' DENSITY - 1.03 PCF N.OA /10-1129.04 OR $Y 'INSULFOAM LLC' DENSITY - 0.92 PCF N.O.A /14-0311.08 14 CA GALV. STEEL ROLLER HINGES FASTENED W/ (6) / 14 X 5/8' SMS MIN..024' ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KSI Y/ITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL W/ (4) BRACKET 14 5FASTENED9149 HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EX)EEDING 8 FT. IN HEIGHT II A A-.-J HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" t` to w N • TRACK CONFIGURATION 14 GA. GALV. STEEL TRACK 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART FIRST AT 3' 0.C. REST AT 9' O.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WRH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A -A DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 81 82 B3 B4 B5 B6 B7 B8 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23' 34" 45" 56" 67" - 7'-0" 21' 21" 21" 21" N/A 1" TO 2" 11-3/4" 23' 34" 45' 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4 23" 34" 45" 56" 67' 78-1/4" 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23' 34" 45" 56" 67" 78-1/4" .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR 000RS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9' X 2.19' X 3.3' X .090" STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH f,4) 1/4" BOLTS & NUTS. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • •• • • •• • • ••• • •• • • • ••• •• • •• • • • • co‘V Z 0 oho 0 VFRTICAL (,FT EcIELLE STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTION PRODUCE REVISED r "adAYPB with Reif.* Boddie. Code Aeo yartat No . EEM1fndon DoW A2 I.7 Engr: JAVAD AHMAD CIVIL FLA PE i 70592 C.A.N. 3538 014 BY 1 1 SECTIONAL GARAGE DOOR 0 u p3. 1 0 O t'1 S '4 c 1 1 drawing no. 00-18 sheet 3of 5_) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 009 • • • ••• • • 1-1/2" MIN. E 015T. w 28Y WOOD BUyi(� OPTION 'A' 3 4' IN. DGE DIST. /4' DIA. LAG SCREWS AT 8' FROM ENOS AND 10" 0.C. MAX. 28Y W000 BU 1/4" DIA. 1AG SCREWS �- AT 6" FROM ENDS ) \\ AND 10" O.C. MAX. OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0,55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIREO FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING 8" 0.C. INTO GROUT FILLED BLOCK WALL, 8' 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER 8Y 'POWERS' WITH SPACING 7" 0.C. INTO GROUT FILLED BLOCK WALL, 8" O.C. INTO 3000 PSI CONCRETE, WITH 3' MIN. EDGE DISTANCE 3/8" CONFLEX 8Y 'ELCO' 8' 0.C. INTO GROAT FILLED BLOCK WALL, WITH 2" MIN. EMBED 8" 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3-3/4" MIN. EDGE DISTANCE 3/8" LDT BY '11W' WITH SPACING OF 18' 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED 3' MIN. EDGE DISTANCE 3'8" HLC SLEEVE BY 'HN.TI' WITH SPACING OF 9 0.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHER$ FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 56 PSF)/2 = 452.5 Lbs par Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 64 PSF)/2 = 517.1 Lbs per Ft. OF WITH 2-1 4" MIN. EMBED 1-3/4• MIN. EMBED OF WITH I-1 2" MIN. EMBEO 1-3/4" MIN. EMBED 5/18' X 1-5/8" LAG SCREWS AT 8' 0.C. 1/16" X 2-1/2 FILLET WELDS AT 12" 0.C. MAX. CONTINUOUS ANGLE TRACK TO WOOD BUCK •• ••• • • • • • • • • •• •• • STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE 01ST 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8• 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 8' 3-3/4' 3/8" OYNABOLT BY 'ITW' CONC. 1-1/2" 8" 3-3/4' 3/8" POWER -BOLT BY 'POWERS' CONC. 2" B" 2' _3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. CONCRETE 1'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm = 2000 P5) MIN. 5/16' DIA. BOLTS WITH WASHER & NUT AT 12' 0.C. MAX. 1-1 N 4"STEEL LX2-1 G2"E X 14 GA CO . FIAT BRACKETS t3" LONG AT 12' 0.C. IN DOOR OPNG. AT 18' 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 12 GA. CALV. STEEL SFYF9SLTRAn( TO STFFI • • • •• • •ALiERMWTG TRACK INSTALLATION • • •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • •• • • •• • • ••• • • •• • • • • •• • • e • • • ••• • • • • • • • 3' 2-1/8' X 1' X 14 GA CALV. STEEL TRACK FA/ST((ENED TO TRACK PLATES SLOTTE)D 1M S. to LOCK NUT TRUSS8" HD. CONTINUOUS ANGLE TRACK TO CONCRETE AND FILLED BLOCK Enpr: JAVAD AHMAD CIVIL FIA. PE % 70592 C.A.N. 'e38 2014 PRODUCT REVISED' sw •pytee whk trot aide BdM11y Code Aoeeplmot MO 4 0 eePB.wnD.K n 7 B • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• re O 0 Q z 0 w cn 8 V) N) > ci 0D (/) 0) O 1 0 3a h Oz U) m � O p A n a 4) '0 0 4 drawing no. 00-18 sheet 4 of 5 000R PANEL 7-24 GA. (.024) STEEL MIN. 7/16' DIA. WASHER p 1 4111 11,1 ITT It i 1 t Mo)! . II , II 1 u 1i II \} 111 Lg11 I I ,175 X .062 DEEP GROOVE #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4' SMS O 1-3/8" FROM ENDS AND 6-1/2" 0.C. MAX. 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' N0A #13-0717.0I .175 X .062 DEEP GROOVE (4) #8 X 3/4' SOS 0 1-3/8" FROM ENDS AND 6-1/2" 0.C. MAX. /8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DW. WASHER DOOR PANEL 24 GA (.024) STEEL MIN. * PLASTIC COMPLIES WITH CHAPTER 26 OF FSC SEE EVIDENCE PAGE 21 3/4" MAX. WDW. WIDTH 18 I/8" MAX. ,176-� L- * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION f,• r INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION y8 X 3/4' sus 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL • • 24 GA. (.024) STEEL MIR. • • • •• • •• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .175 X .062 DEEP GROOVE Ervin JAVAO A11MAD CML FIA PE / 70592 CAN. 3 * INTERIOR FRAME RIGID PVC ONE PIECE INJECT ON PRODUCT RIVISED r complying with OM IFNdd& %Ming Code Acoem ma No Rolm km c 0 2 0 O 2 a F 0 0 8 drawing no. 00-18 sheet 5o( 5 ) cou DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000 High Impact" Alurninum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 12-006, titled "Series 18000 High Impact Ijorizontttj �Sj 11ng Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/12,4viCh revisio4.41, dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., binning the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number andwpiration date by the • Miami —Dade County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/econornv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.• • .... LABELING: Each unit shall bear a permanent label with the manufacturer's nrtnue•or logo! city; state; model/series, and following statement: "Miami -Dade County Product Control ApPl`dled", unless atherwise • noted herein. • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has beeTi.teclrand thgre,$as beer 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 thange 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 renews NOA# 12-0206.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 14-1021.08 Expiration Date: October 2I, 2019 Approval Date: November 06, 2014 Page 1 • • General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-006 titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/12 with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA# 12-0206.08) B. TESTS 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 diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#09-0806.03) • • • • C. CALCULATIONS • ..:. • 1. Anchor verification calculations and structural analysis, complying•with FBC.-2007, • dated 06/23/09, prepared by Tilteco, Inc., signed, sealed by Wa1tEr %. Till�t, Ji J'.E. • (Submitted under NOA#09-0806.03) • • • • • 2. Glazing complies with ASTM E1300-04. • • • • • .. .. .. . . . . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourea . . . •.. '. . . .. . • . • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. «Lu&Tj Manuel Perez,.E. _. Product Control E is finer NOA No. 14-1021.08 Expiration Date: October 21, 2019 Approval Date: November 06, 2014 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated October 16, 2014, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated July 27, 2009, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA#09-0806.03) 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory, Inc., dated 09/05/02, signed and sealed by Joseph Chan, P.E. (Submitted tinder NOA# 03-0314.07) G. OTHERS 1. Notice of Acceptance No. 12-0206.08, issued to General Impact Glass & Windows, Corp. for their Series "18000" Aluminum Horizontal Sliding Window — L.M.I., approved on 04/12/12 and expiring on 10/21/14. .... • . .... . .. . .. . .... . • . . .. .. . • • . . • . • . .. . • • • . . • .. • .... • .. Manuel -Perez, P.E. Product Conti oI E 0miner NOA No.-14 1021.08 Expiration Date: October 21, 2019 Approval Date: November 06, 2014 E-2 GENERAL. NOTES: I. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.0.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 h 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 16000 HIGH IAIPACT HORIZONTAL. SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (M1AMI DAUE/BROWARD COUNTIES) DESIGN WINO LOADS SHALL OE DETERMINED AS PER SECTIONS 1820 OF TLIE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 F8C & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 F8C AND SHALL NOT EXCEED THE MAXIMUM (A.S,D.) DESIGN PRESSURE. RATINGS INDICATED ON NOTE 2 BELOW. 1N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL UE MAX. (A.S D) DESIGN PRESSURE RATINGS INDICATED ONFIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTI NOTE G2IOEEALOBY 0.6 IN ORDER TO COMPARE THESE W. 1N ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS J,{Qj USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S_ADEOUACY FOR IMPACT ANO FATIGUE RESISTANCE HAS HEEN VERIFIED IN ACCORDANCE WITH SECTION 102G OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESDNO LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1618 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS. RESPECTIVELY. 2 MAXIMUM_ A.S.D. DESIGN PREO,URE RATINGS FQR THESE WINDOWS SHALL BE AS SHOWN ON SHEET 12 (SCHEDULE 01). MAXIMUM ANCHOR SPACING SHALL BE AS PER SCHEDULE # 2. SHEET 12. 3, THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. WILL NOT REQUIRE A HURRICANE PROTEQTJON DEVICE. 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING_ WINDOW LARGE MISSILE IMPACT RESISTANT. IS APPROVED FOR AIR ANb WATER INFILTRATION (SEEjCHEOULE ;i 1 ON SHEET 12). 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE. MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411,4.2, 2411.5.1 AND 2411.0,2 OF THE FLORIDA BUILDING CODE. 0. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 0003-T6 ALLOY AND TEMPER, mu Fy a 25.0 kal MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS U5E0 FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO DE STAINLESS STEEL 304 OR 316 NSI SERIES 0R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING COOS WITH 50 kol YIELD STRENGTH AND 90 kW TENSILE STRENGTH, 8. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. W000 BUCKS MUST BE SOUTHERN PINE WITH 0 . 0.55, AND SHALL COMPLY WITH SECTIONS 24i1.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. •• • • 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE. ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. fC e. 3192 PSI), MIN. EOCE DISTANCE (E.0.) t, 2 1/2". - 1/4"0 TAPCON ANCHORS 1 1/4" MIN. EI.40EOMENT. AS MANUFACTURED UY 1T4W BUILDEX, INC. (COMPONENT 0, TI1RU 1" P.T, WOOD BUCK. (D) TO EXISRNC A.S.T.M. C-00 CONCRETE BLOCK WALL. MIN. EUCE DISTANCE (E.D.) - 2 1/2". - 1/4"0 TAPCO ANCHORS W/ 1 1/4" MIN. EMBEDMENT. AS MANUFACTURED BY I1W BUILDER, INC. (COMPONENT L)S , 1HRU I" P.T. WOOD DUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) ' 1". 1/4"0-•14 Tr. SCREW W/ 1 I/2" MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONENT ( ). (0) TO EXISTING MIN. Y4' THICK ALUMINUM MULLION (8003-10 ALLOY), MIN. EDGE DISTANCE (E.0. = 1/2". - 1/4"0-14x3/4"(A9N.) 1EK SCREW, AS MANUFACTURED BY 11W BUILDER, INC. (COMPONENT ). (E) TO EXISTING MIN. 12 GAGE (0.1061 STEEL MEMBER (ASTM A-500, A-853 OR A--36), MIN. EOM GIST "ICE (E.D.) - 1/2". - 1/4"•-14x3/4"(MIN.) TEK SCREW, A5 MANUFACTURED BY 11W BUILDER, INC. (COMPONENT. 10, PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TV.). 11. REMAINING COMPONENTS FOR THIS SERIES 1E000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBO E LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS. CORP. HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 3. (o) THIS P.A.O. PREPARED BY THIS ENGINEER IS GENERIC ANO GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.o. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE A.ND INSTALLATION INCLUDING IJFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM IIIE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE. IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WIU. 8E CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) T11AT 024 IPREPARED ST HA .BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF RECORD • • • • • • • • •• • OOOO • • • .Ht000CTILENEW47"g .e. eampl)Ina t11t1, tkt ETA& tielatlACOIt 14. 1021.05 aepl.pre No,_ E`I.aBnn U01tr • • • :; jV, �.% tilde P,lxluc4 C031> J '' f • • ••- • • PRetteFRHMS1'iD • • of complying with I,e Florida Building Cods, 14 Aeceptm,00 Uo j (2O(0.1 ' Bon Da10 •4 AJIf'• 4 • • ey 10 '••.. Djd0.'..�t 8GRR • • M:DArkeU.NTY No 4416, FLORIDA OUILOIN0 CODE (RahVeloa'ly Fkxlko10 Zmo) 02512 T0.1400 x:0. / IL ECOINC. TILUT 1(TIXe • 88101N[GUNO COMPANY .UI tee, 11 f1,. w. 3.f, max* C,*a0Y., n 3N14 e-tno00oco•441 1.00 1A-0008718 03.1TR A Thin dr. P.E. ruses 10. 44147 ER1E818660 HIGH IMPACT HORIZONTAL SUDINOWINDOW LARGE MISSILE IMPACT RESISTANT 280 NEST 78 ROAD NM3VN, FL 33014 PHONE: (305) 555-8103 FAX: 303 818-8P.85 .a.nera npael.com DPA*.H 44, I.A./LA/ ism.v./A.O. 01/10/12 a,. eist 12-008 0RAYON7 No VIM I 00 14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 7.375 2.305' .-0.070 3 0.070' 9Y OA07' •—OM Ja -I.17!' RV. -- .168• 1QFRAME HEAD 6063-T6 ALLOY & TEMPER - jv1EET NG STILE 6063-16 ALLOY & TEMPER 0010 •0.110' OC2O• 1) SILL RISER 6063-T6 ALLOY & TEMPER 0.00v' 130 1• 0.1.0• 740 0296 •—O.v70� V.012 -A.a1a 4.375 ®FRAME SILL 6063-T6 ALLOY & TEMPER ® (SLUM. Eg.INSET BAR 6063-T6 ALLOY & TEMPER ®VENT. LATCH 6063-T6 ALLOY & TEMPER 4" LONG —11 -0.037 — 0.09r=- .R51• hL a.r3r aew• 0.003'- � 0617•- �f T O.43P 0.4 (3)FRAME JAM 6063-T6 ALLOY & TEMPER 7QTOP AND BOTTOM RAIL 6063-T6 ALLOY & TEMPER •7400111C1 RENEWO rentp101R1111111he 1104904 COMPONENTS - gnwimi:cOdo/4•t02t.08 SCALE 3/4'..I' hi i11 deYl•datiti O•' • • • ,'• • • • • • • • • • • PR17•MC• RUVliL1) • n7 complying with Iho Elor1�R nnudrlg Cade • Acceptance No fretion 1)310 • 11! • Men 4.47177ef �1sa..2 9 1.1�1I J ��iG • • • 1 • • •-it a0.750' 0010 ® COLONIAL MUNTIN 6003-T6 ALLOY & TEMPER IAMB STILE 6063-T6 ALLOY & TEMPER • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • ALUM. INSEBT .BAR FIXED MEETING STILE, 5. 6063-T6 ALLOY & TEMPER 0103• ® A7_IN0 BEAD FOR 7/1617 GLASS 6063-16 ALLOY & TEMPER 02011 7h0220 070. IL EC Iffc. MIST TCSTINO & 90071ECRI1IO C0911477Y W7. ri.1t .ILLS� ff{{.. •I0. 3.1. weau W.03. n 7006 fafM , 13v1)p/l-IH.. f.f . {7•)771-1 W, E0-07000{37710 WAIF ARI22A Uo. 4 7 ERIES 18000 HION IMPACT HORIZONTAL SHOO O WlNOOV LARGE MISSILE IMPACT RESISTANT 280 NESY 70 ROAD WAIENI. fl.. 37014 PHONE: (30S 55D-et03 r FAX: (303 530-6005 wL n.0uuw Po:Isom ,nn h3vf3' 71q C/ r . m, f7 .44444.444.4 74.444.4,va wr N..htlr e1/up7 f 6063-T6 ALLOY & TEMPER © SILL TRACK INSERT 6083-T6 ALLOY & TEMPER FLORDA BU:IDINO CODS p(oh Woolly Hunlodno Zone) 3IGW11 00: I.A./1.0,/ N.A.v./A0. 01/10/12 177418 12-008 CO/AM N. 9ICCI 2 Of 14 BILL OF MATERIALS ITEM gUANTIT'Y DESCRIPTION MATERIAL. I 1 FRAME BEAD 6T163• T6 2 1 FRAME SILL 6063-T6 3 2 FRAME JAMB 6063-TO 4 COLONIAL MUNRN (OPTIONAL) 6063-TO 5 I/ VENT FIXED IJEEIINC STILE 8063-T6 5A 1/ DAR ALUMINUM BAR INSERT FOR ® 0063-T8 (l 1/ VENT 11.D. VENT MEETING STILE 6083-T0 64, 1/ BAR ALUMINUM BAR INSERT FOR® 6063-TO 7 2/ VENT TOP MO BOTTOM RAIL •_ 6083-T0 8 , 1/ VENT JAMB STILE 8003-TO 9A AS RECD. GLAZING BEAD FOR 7/16" CUSS 6063-T6 10 I SILL TRACK INSERT 6063•-TO 1 AS REOD. SILL RISER 6003-TO 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LONG 6003•-TO 13 I/ LATCH VENT LATCH SPRING St. STEEL 14 HUMPON SPACER. 1/4' DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12' 0.C. (MAX.). AT MID -CUSS BITE ggvAllgN, DY FRANK LOWE RU00EL AND CASKET 41.6-28, CLEAR. SILICONE 16 AS REND. FRAME/VENT ASSEMBLY SCREWS, YB x I" P.H. SMS. CRS --^ 16 2/ VENT FRAME SILL SCREWS CONNECTING TO(. #B x 3 1/3' P.H. SMS, CRS -- 17 AS MOD. VENT & FIX. RAIL W'STRIPPILC, AMESBURY OR EQUIV. -- 18 AS RECD. FRAME W'STRIPPINC, AMF.SBURY 0R EOUV. -- 19 2 BAFFLE, II & M PLASTICS ..- 20 2/ BAFFLE BAFFLE SCREW. #8 x I/2" F.H. SMS -" 21 A5 RE00. GLAZING DULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUOE CELCON 23 2/ VEN1 ROLLER BRASS/ST. ST. 24 2/ VENT ~ROLLER MN ST. STEEL 25 ANCHORS. 1/4"o TAPCON F.N. ANCHOR. NW DUILDEX. INC. STEEL 28 ANCHORS, I/4"11 -14 1EK SCREW 11W HUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 00W CORNING 793 STRUCT. SILICONE 28 SEALANT: DOW CORNING WHITE SIUCONE 01t EOUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 29A 7/10" NOMINAL (0,444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED DY E.I. DUPONT DE90" INNER NEMOURS &YER FILM CO INC, 4,DUPONT 3/O6" HEAT STRENGTHENED CUSS. LAMINATED CLASS 29D 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" BEAT STRENGTHENED CLASS + A 0.0,30" INNER LAYER FILM S£NTRYGLAS PLUS. INTERLAYER BY E.L DUPONT DE NEMOURS & CO INC., + (1) 3/10" HEAT STRENGTHENED GLASS: LAMINATED GLASS 30 (1) EACH WEEP HOLE aIn—� 1"x1"x3" LONG WEEP HOLE RETICULATED FOAM CASKET. MODEL. IOPPj tlY FR.= LOWE RUBBER & GASKET CO. • :ILT4t F1T.-4 ROMICT LWWJLRW6A es tamplyingwith 16t 010A480t. !lording Cade (4.W2(.O 4rc Ixxiloe ate q• C3 lrallDn Date �77 ITY IT lams Rade Psbdud C6nl ::(7 GLAZING DETAIL FO SCALE 3/4" = 1' • • •• = • • • i,,,,,iiy i ••• •. • • • •r1�A.71((/p \ •• r1101131014' t6NWF4D • IN .i, E4R$•• " ns complying wilt. OLD Florida ` _e, F.••.•, IAdldufg(:0d? Code : o, 44167 1 AecnpwutMr/ 7.1'� (d" Bx Gallon L)00I.. , H,.!J0 • • • • .ologgptirt • • _�� ,J olQs aIRE r;T 02112 !DECO IRE. II IL IV ®1PL0. rt- U'V r-- 1 DAZING DETAIL FOR * SCALE 3/4" = 1" FLORIDA BUILDING CODE 96 8 wooly Hunnlcann Zeno) SERIES 16000 HIGH IMPACT HORIZONTAL SLIOINO WINDOW LARGE MISSILE IMPACT RESISTANT 71UJ7 7E212I220 & E11018207100 COURANT •�� 7 , Mw.. e-n o -I ow, . to � .corn act nisi n- 2 RHa0•oml.esm mi.CYai.tb �E8"0000719 4IO R0A MLR 44117.E. I oomonn. 290 WEST 78 ROAD WAWA FE. 33014 PHORE: (305)658-8103 FAY: (302) S58-I.63 wmood oodcorn Nn M.M. uu (AWN u.c.(iE.0./ ./Ao. o1/Ao/Ix DATE 12-006 DAWN No web. SHEET 3 OT I4 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3A . FRAME 100T14 (SEC. SCHEOUIE 11 0H 514E0T la) 1,1 • (SCE SCHEDULE 11 011 S11EEr 12) 5" 104.}— w A D/9 6 :j c/8 V A/6 II t_1_L_ - M2 (SEE SCItEOUOE !I ON SHEET 12) 'a' MATE 0.4.0. (130711) (Sr( 5611EW(E jl Otl 121(Er 12) 28 OR (SEE SCHEDULE ON SHEET 12) INDICATES IUIL I(E( R(IN"ORCe)1 NT rt * (SEE 301(0ULE fl ON SHEET 12) B/7 ® A/6 41 t� 1 1 I_14_1. 1 _1• '0" MA2. OLA. (M01N) Sr( 5744001E 11 ON SHEET 12) )-f) OR (SEE SCHEDULE ON SHEET 12) II 0 WOICAto$ rUlt I2El1 11E31FORCE14 r ' 'Aux. 03..0. (WA1M.) —(SEE 50400ULE 11 014 tlWPrM tar--- 29 OR (SEE SCHEDULE ON SHEET 12) II ' I X A/6 ®\SEE DETAILS 1 & 2 (TYP. HEAD/SILL) AND SCHEDULE #2, ON SIifET 12 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1 "=1-0 ltol)IICO 11ENF1ft n complying ollh the 3'lorkit Sulding Code 7 og .•Iaecpleace No �`•�A.JJOf��. CIO. Allan Data.03kf40 • :13 511Tni11rdr P1'+1dud Contn,' i •• ••• • a/7 + 2 ow —well (3) 1 3/4'x1/4" HIGH YIE�v HOLE AT 3 (/4" FRON ENOS AND ONE CT IAIDSP� A/6 . • • • • • •• • _- •. I'K011UCT RUVISEI) • 02 can)tlytng 1v)Ih lho Florida Building Code A2:cepteoao No keg ion Day '1 inctuNry • • • • Tlt/ ��pEN8FoJ9 2 or AS APPLICABLE 4)SURFACE APPLIED, COLONIAL MUNTINS (OPTIONAL) c/a * NOTEt w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER OUT THEY SHALL BE SUCH THAT (2)w 1 4- w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE fll (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "o" AND "G", CREATED UY wt AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 11S" o Max. ANCFIOR SPACING (See schedule #2 on sheet 12) 140/ ;.. y'.o •• • 7ATE OF :' 1st: ftDRIcl'?: Ir. nNA • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 02012 1a1C00 INC. 9L. IF® TIWT TEST•LQ h (N01REfg1N0 CONPARY *2A M,12. 430. 1q� R...111. 4;iatM 3 1ey11, n 210" Ms:1 , Na1}121-tlw .. 1 (1O1}t21-1521 a- .h U4005•e2Aeom E9-00007N T:.1LUER A T4UT Jr. ME 0AO1}OA Lk. 4A1(17 FLOIL'0A DUAAINO CODE (4040 WNW y Mulatto Zone) SERIES 10000 NM IMPACT HORIZONTAL SLIO(NO',Nt(DO'IV oIA /L1Awl O./ br, LARGE MISSILE IMPACT RESIOTAMT u.v.vp_o. .. 1r ituArnao 250 WEST 70 ROW 10AL1AH. FL. 33014 PHONE: (305) W0-6103 0A%: (303t)rt556-6663 1 M.S•nrrr pac(can a'1 01/10/12 12-006 TMAWOM Na SMOG 4 0: 14 T2 6 g DAN. FRAME WIDTH (SEE SCHEDULE el ", • A/6® 5' lE1x, - (SEE SC0EOULE ,1 ON'SHEET 12) ___) C L.__- LL_L ON volt- 12) e2 (sr.( SCHEDULE JI ON SIILLT 12) I l r— � �'�HA B/7. E/1 0 V 0 12 ONLY O OPEIN0 E PANEL (IYP. •o• t/A%. 0.1.0. (0)111) (SEE SCHEDULE %I ON SHEET 12)— .9 0)t .664 (SEE SCHEDULE ON SHEET 12) i LYOICAIES FULL HEIGHT REPTCORCEPENT (TYP.) "et IIAN. DLO, ryrnuq (SEE SCHFOULE f1 0H SHEET 12) 0R (SEE SCHEDULE ON SHEET 12) 0 "S"= Max. ANCHOR SPACING (5eo echodule #2 on sheet 12) E/10 1n - SEEDETAILS 1 St 2 8/7 A/6 41 (TYP. HEAD/SILL) AND SCHEDULE /2, ON SHEET 12 2) 1 3/4'k1/4" HIGH WEEP HOLE AT • • • • • • • • 3 1/4"FROM ENDS AND ONE AT LD05FlRN pu�p TYPICAL XTERIOR ELEEATION FOR XO (SHOWNIIICT DENF.wl OR OX (SIMILAR) WINDOW."'IH1aaDHnN,FFw,itt, IAR(-xle /d-to2r. 3 SCALE 1"=11-0 \t.tt„�:Hte N"_ r?y' tn,lon D.Ytv,'y sy(" 14,14 4 21. AtkaUAdt FMduti Co1H*111 PRODUCT RNVISHD complying as �yi1h the Florida lloitd-u,g Code Acceptant* No (rollon Dole /I.OADE COUNTY ,•1). • • • ,il' PA. Tilt ' . •l it • •. • • ST VW. ? • .`D1JU/D/614e1 Tt • !-• • • • ♦ •- • • • 01912 101Cco RIe. WE b. D ail 0 I, NC. •• SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) NOTE)— wt AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wl + w2 GOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE I/1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "0" AND "c", CREATED BY wl AND w2 SHALL DE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE TILUT TESTIHD h ENooNECRIND COMPANY U•ite. 100� f. 9. JO'L 0-A0AL C/AW:X n J1166 Iiw.' 110)» -1070 . rn 11lf3AN-161I • •• EM.00 0.d. O000. • • • • E•.000071/ • Er' LIP6410T • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • . FLORIDA 13U1L0!HO CORM (High Volo02y Montano Zane) SERIES 104001EGHIMPACT HORIZONTALSLIDING WINDOW D3AA,"�H 1Y' LARGE AlS51lElA1PACTREBiSTAt)T M.C;T•/A.O. oi/D1AZE0/12 01%00rn. 1 PA 00.111 1,/W" 290 %EST 70 ROAD HIALEA11, FL, S2014 PHONE: (J0s) 05E-Ot03 FA%: (203 99550-6809 "0'. Wow010 U.1:an an 12-008 DZA%'IND Ile WET 0 eF 14 0051)NG STRUCTURE—..„:„ 2'. P.T. WOOD DUCK SEE NOTE 8/1 E7050N0 STRUCTURE SEE NOTE 9 I /A E13REOSTNP (STE U01l l 40 SEE SCHEDULE 12 ON SHEET 12 E.O. (SEE NOTE 9/1 //////// -0 J Bos //. • 2"8 P.T. �YIOOD BUCK SEE ROTE 8/1 —3/8• WEEP NOTCH AT ENDS POURED CONCRETE.. OR {' CONCRETE BLOCK REO'D. POURED CONCI(EIE Oft CONCRETE ULOCK REO'U WOOD OUCRN SEE NOSE 8/1 --OSTE SCHEME 12 ON SHEET 12 tamer itumwto //////T////////// ////. .H colupl)Inl tv118 the EI0114 :Trading foJoI *.1i7..). tiEA. E.P. Act0THouct No"- (SEE IONE 9/t)-(5EE NOTE 9/1)- £xpinHlon NaltOalv�i Dy ti�.i/.1.6-1Z2 SECTION A —A 3119ndDEdtPtad011COt . IIW, 1"I P.T. W000 DUCK--� SEE NOTE 8/1 CN SEE SHEET 12 SCNEWL£ #2 (TO WOOD) scat: *5EE 5CNE0ULE II ON SHEET' 121 Q..IQN . (SEE NOTE. 9/9 • E.D. -"(SEE NOTE 9/1) -(SE E.O.. SEE NOTE 9/i SEE SCHEDULE 12 ON SHEET 12 f 3/0' WEEP NOTCH Al ENOS •. ONE 9/Ir ( Oft • • / �J ...i • • • . SCALE, 1 2 r PRODUCT RBVESEEO ;',...z4,"\''''''. • f • 93 coMplying wih the, Modes' ly IAcaptogno9 No / r?'!?q tiN nation D9ta ✓T• ati :1¢ *s ii IT y.,'E)afe{'( •. •', Yjj • gip•'+ .I�• P,•i C4 At` M gP olig • E.O. IAINA OAOE cauNTV 44 L (5EE NOTE 0/1) E.U. /APPROVED MILLION �•-- -(SEE: NOTE 9/1)-` (U;10ER SEPARATE APPROVAL) 1,--�I/8' MIMNUN WALL THICKNESS ALUUINUM ALLOY 6003-T5 •• • •• 1 G__ L 5: ___439Ee SCNEOULE 12 . ON SHEET 12 -_4,r�, L 179$P" �,CTIQN A —A LT,Q—AWM NUM Mt t.l. ON) SCALD 1/2•••1 E.D. (SEE NOTE 9/1) I � -4.--JJ ra� ryt 01� SECTION' A —A SCALE (10 STEEL1/2'�E Ma4 I' • 92011 TARO INC. • �b 6 C V 9H0. 1 TIWT TE5TIN0 & EN012TCCN1N0 CONPANY W3 P.P. 14 •s111...,, 11. 111. VFC. 4 C.8908, n Alms PAe..• 'I.-1110 . Pt. , ixlkr.-1111 .T: BIl .o0o01tem • • • • •SANER A; WA 1.9. P.E. • • 1•0110A Uo. 44I17 E.D. (SEE NOTE 0/1) c SEE SCHEDULE #2 11 _STEEL HEATER DY OTHERS SHALE ON SHEET 12 11.. CONFORM TO A.S.T.IA. A-500 A-653 OR A-30 W/ 12 DACE (won uD11MU13 WALL N9CKNES33. FLORID. OUfmoimm CODE Mloh VeSx3y E4mke00 2otw) SERIES 18030 HIGH IMPACT HOPoZONTAL SIDINGV.1N000N LARGE MISS2.E IMPACT RESISTANT 0AA9N G(c IA./t.0./ v.. u pKtA . tni ULEAM. WESRO91. 8 22901t PHONE: (305) 558-8103 EXY: (30a515 358-8695 n w.psnor pocleom r. GIN 01/10/12' DA1C 12-006 DRAO810 No un n•111 1NLCT 8 Of It • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEE SCHEDULE A2 ON SHEET 12 E.D. E.D. EXISTING (SEENOTE 9/1) (SEE N01E 9/1) ..srRucIURE—�. ////////// MJN. ex P.T WOOD DUCK SEE NOTE 8/1 EXISTIIO STRUCTURE M EMBEDMENT TI�15,9/1) SECTION B-B (TO WOOD) SCALP i/2•••r P.T. -WOOD RICK SEE NOTE 8/1 POURED CONCRETE 0R. CONCRETE MOCK 11E0'0 • MW. 1"A P.T. WOOD DUCK - SEE NOTE 8/1 /8• MEP 90101 AT ENDS POURED CONCRETE BLOCK CONCRETE REO'0, OR JSEE SCHEDULE 2 EA. �ON SHEET 12 C.O.'-(STI ROTE 9/1) (SEE NOTE 9/1)--• sEE SalTDuu Az SECTION B-B (TO POURF•IT CO VE 00 SHEEt 12 ! I4ODUCT IT6:NF.W045 // as tempi) log aH F IOt Florid% 9e1.11eg Cale ...IN:•nss N9L�-L 111 'ls.i ii, 1. P.ovlara Coairt ['SEE SCHEDULE #1 ON SHEET 12 a a ZEE SCHEDULE /2 y ON SHEET 12 C.O. LSEE 1101E9 MN.LIIDLUMENT , L MIN.EllOEO1JENt (SEE ROTE 9/1) t� (SIX MOTE 9/1) 3/8' SUP NOTCH AT ENDS MIN. EIEOMENT (SEE NOTE 0/1) • • • 1 �'�✓♦% . CONCRETE BLACK) . • 11' PRODDCT RP.VISL9LT. 10 complying W(QLtM(1(9TM, DHlausg Cork .�. Acttplonoo No / Kr Doti it Data D • IL .o t f �� 4 ORAY tt, • TE • !Ir • EE SHEET 12 SCIIEPULE 12 'Y0N E.O. AIA10 DADS COUNTY (SEE NOTE 9/li APPROVED M111A10N -^I (UNDER SEPARATE APPROVAL) LONIMUM 1AL 11UCNNESS ALUMINUM ALLOY G962.45 oA SECTION 8-B j,1,QALUMINUM MULLION) w.LE: 1/2"-r • C6 I2 E.D. (SEE NOTE 9/1) SEC SCHEDULE #2 ON SHEET 12 SECTION B-B (TO STEEL MEMBER) SCAM I/1•-I' 01512 Mgt? 9:9. / Y L ECOINC. \ TILUT TEoO110 a ENGINEEPoc0 COMPARE an,.u1'io`�an. AOA. w»vo cRcow:. - aAw 98 AXl . n• s .00n. lass • • •-man: 05456C'tol.tom • • EO-000671y RAM A 11LL0 Jr P.E. • • n.or10A Uo. 44167 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 00411 • • -- 4 STEEL 11EIl0ER BY OTHERS SHodu. I,/-CONFOINA TO AS,r.A1. A-500 A-053 OR A-35 14/ 12 CAGE (0.108`) Y.IN9AUJ1 WALL TH CKNESS. FLORIDA BUILDING CADS (Vilph Worry Hank9116 Zeal) SERIES HMO S HIGH IMPACT HGRIZO9TAL SLIDING VANDUtJ LARGE MISSILE IMPACT RESISTASIT 9 290 WEST 78 R0A0 H9AEAH, FL. 33014 PRO9P, (305) a98-elo3 FAX: 303 596-6669 L tam.9tn0A Woe(tom 0RAa11 SA I,A/L.0./ N.C.8./A.13. 0(/I0/12 ONE 01101,1141 VC tt 12-006 WAWA.° 11a MAWII ENELI 7 0T 14 SEE SCIIEOULE 12 ON S120ET 12. 0.25' L1,Lx.S14n1 / E.O. (SEE NOTE 9/1) (SEE NOTE 9/1) ARN. MB0MEi ,LEE NOTE 9 2'x P.T. WORD HS1CK (SEE NOTE 0/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T M1. A-900 A-653 0R A-36 W/ 12 0A0E (0.100') MINIMUM WALL THICKNESS. —�� 11 E.O. (SEE NOTE 9/I) 111N. EOM/MEW (SEE NOTE 9/1) E.D. (SEE NOTE VI) 0 SEE SCHEDULE 12 ON SHEET 12. 0,20" F w F (SEE NOTE ON SITU 4) "o' JAX. D.L.O. (SEE SCHEDULE 11 ON SHEET 12) wIF (SEE NOTE. ON SHEET 4) IFSEE SCHEDULE 11 ON SHEET 12 K1)DUCT ITF.NEIY4i0 nx<9e11.11) wIlh the Flo nett .:110.111K 1;1w1e A. 4.111.1111e \o /4-1 V--Z-.1 ••�I0$ 1:t/I,i,..N'.0 N/.Hc ik l!. , Jo/g htiouii Hale Product Cont ;; 'C MAX. 0.10. (SEE SCHEDULE 11 CO 51TEET 12) 40. (5Ei NOTE oil SHEET 4) MAX. FRAME MOM (SEE SCHEDULE el ON SHEET 12) (EXTERIOR) "c" MAX. 0.40. (SEE SCHEDULE /I O9 SIJEET 12) w2F (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE S1:HEOULE 11 ON SHEET 12) (EXTERIOR) SECTIO G &: GJAAj?�aX) • • • SCALE. I/2' 1411 •y 'jl:.•• • z PRODUCT RHv1S1115 • • M complying with Iho 101119 Holiding Coke Accept/two No ' / 0. 013 ExpSTillon DAM H IASI•DMB COUNTY • • • • • • • • • • N RIO,tr'4 rMi • F/��aF$ll1 • • "0" i40X. D.L.O. • (SEE 50920091.E 1011 SHEET 12 wit (5EE NOTE ON SHEET t) "o' PAX. 0,1..0. (SEE SCHEDULE 11 /N1 SHEET 12) HIF (SEE NOTE OTT SHEET 4) •• • 0251E TW[CO REC. IL Ei1C©Itae., 110.01E TE9TIN0 Se ENOINCERIN9 COMPANY 0.25' LNX.-SUS MAX. S10Mt,- x P.T. 5Y000 BUCK (SEE NOTE 8/1) SEE_ SCHEDULE 12 ON SHEET 12. E.O. (5EE NOTE 9/1) yM%it�tit'c IA!UEOUENT (SEE MOTE 0/1 E.O. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REO'0. 1AA141 0ADE COUNTY APPROVED MULLION (1NIOFR SEPARATE APPROVAL) rr1/8" MINIMUM WAIL. THICKNESS.4/ ALUMINUM ALLOY 6003-15 -9 II(seEt eNOTE 9/1) SEE SCHEDULE 12 ON SIR:F.( 12. I(SEE Ntl7E 9/1) WY. EUOE0MEN1 (SEE NOTE 0/I) PLORIDA BU9.O4N0 CODE (F9ph W70elly H07!-ane zone) SLID(NGth7HD0't.��T 1'SSILE IMPACT RESISTANT 1:41,9 4 . a IMPACT HORIZONTAL SERIES 818000 HIGH I LARGE n <)32 11.1♦711N. T.t. 09. Y1•Ak1 K� e n ti1<e •'+'+•`mefl>r.I.9 . [.r r (.1rr,.-u11 ",rnf"FCIJa� • • a-Ma9: 1000871 d�toin. o E9.0006719 • •'BN.IER A Lk. Jr, R.E. "• 091 01fU°r`^ • • FLOmOA lk� 11161 n i w no er-n• rvnro a • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 200 NEST 76 ROAD HIALEAH, R. 33014 PROM (305) 556-0103 20.1E (306]4n650-6665 • w.94nud ptlwrn an 01/10/12 OATS 12-006 ammo Ro SHEET 6 Of 14 ®SEE SCIIEDUI.E 02 pV SITEET 10. F�. (SCE NOTE 9/1) 2"x P.T. WOOD DUCK (SEE NOTE 0/1) STEEL MENDER 6Y OTHERS SHALL CONFORM TO A.S.T.M. A-500 A-053 0R A-36 W/ 12 GAGE (0.100 ,MINI.MIUM WALL THICKNESS. .D. (SEE REOTE 9/1) li Id111. EM71E0MENT SEES NOTE 0/1) E.J. (SEE NOTE 9/1) I, ® SEE SCHEDULE 02 ON SHEET 12. 0.26" -13A1L-51131 0.25' MAX. 0.1.0, (SEE SCHEDULE 01 ON SHEET 12) w h (SEE NOTE ON SHEET 4) 0" N.X. 0.1.0. (SEC SCHEDULE of ON SHEET 12) w1• (SEE NOTE ON SHEET 4) *SEE SCHEDULE oI ON SHEET 12 REIDUC1 HF41F.1V1?4D A, 4otepl) ln8 whit the 0(915413 Rn511nK Cods / . AuepWnce Nor rJ r An n DAR '� '19 11/0112 — 5%g, D• o))l aftarn Rode Product Contc.• •o 11AX, 0.1.0, (SEE SCNEOULEJI ON SHEET 12) w2a' (SEE 1101E Ott SHEET 4) •o" UA%. D.L.O. SEE SCHEDULE 01 ON SHEET 12) MAX. FRAME W,OIN (SEE SCHEDULE 01 ON Slif1112) EXTERIOR) "o" NA01. 0.5,0. (SEE SCHEDULE 01 ON SHEET 12) w2a, (SEE NOTE ON SHEET 4) .. TUX. FRAME MO)TII (SEE SCHEOUfE of ON SHEET 12) ( TERIOR SECTIONS• Q�_D �XOX) • • •• •SCALE 1/2' • 1''IEV FiY�� • • ' 7►c i. • • PRODUCT RLSV(SE)D • • ��?,r• EM ••.•t` nA complyhg With t110 NI4TISn•t _ _ I. Hoildin0 Code. 1.3.ialfa,t Daw r i'jitS��1R//f l4 : •k �� (�cks Dy Mlnnl 1 DADE COUNTY• i▪ tja • • • a. • • tat* (SEE NOTE ON SHEET 4) 'o' UAL 01.0. (SEE 56OEOVIE 01 ON SHEET 12 n1* (SEE NOtE ON SHEET 4) 02011 I1.1440 Lit. / IL EC0153C. \ TNUT MONO h EHOINEERMO C014PANY at»4 ySu�.0�. fta Acf.11T AIMn " Ayr (fosNffwo. rn r aarn lnfa • ••-ms[: t01aa000oLcam ES-OJ00719 • •HALTER 0 OA 441 P.E • • naRmA Lk. 441117 • 1'x P.T. W0011 OUCH (SEE NOTE 0/1) 0.25' E'A%,-SLOGL 0.25" MAK...51A5L. SEE SCHEDULE 02 ON SHEET 12. ' E.D. (SEE NOTE 9/I) E . (see NOTE 9/1) 0URE0 CONCRETE OR CONCRETE DLOCK WALL RE0•D. NULO DADE COUNTY APPROVED MULLION i (47NSER SEPARATE APPROVAL) I/O 1ltNIVtMI WALL NC ///''' 1 ON ESS ALUMLVUL1 ALLOY 6003-13 II (SEE NOTE 0/1) -® SEE SCHEDULE 92 ON SHEET 12. (SEE NOTE 9/1) Et. tA,N. E/10'0OUENT (SEE NOTE 9,21 FLORIDA BUILD NO CODE (Tech Vobol'y 11u:Aans Zeno) PdPACT110RIZOHTALSLID1140YW1:DdA DRAM ME I.A./EA./ M133!LEiAtPACTRE313TAHT N.O.Y./A.O. SERIES 18000 HIGH t LARGE • 29ME4 T0 ROW M33 PN TAXI (305555-0005 E9.4 (39s pool Bata rww.penn «Laom 01/10/12 DATE aw<urwl o.H -maw 4154,10.711 wia 12-006 0RA1NN0 Its t amn.90 01/01m 3 SHEET 9 0T 14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • -SEE SCHEDULE /2 Ott SPELT 10. 0.25• (SEE NOTE 9/1) E.D. (SEE K01E.0/1) 2 k P.T. • W000 BUCK (SEE. NOTE 8/1) STEEL 1AEA DER DY OTHERS SHALL CONFORM TO A.S.r.0 A-600 A-603 OR A-36 'V/ 12 BADE (0,108')' 12116MU1A WA1.1. THICKNESS. (SEE NOTE 9/1) EMBEDMENT SEE NOTE 91 td E.O. (SEE NOTE 9/1) L_ L SEE SCHEDULE /2 ON, SHEET 12. 0.2a' MA% SH A , �Sg Id dap 'a• MAX. U.L.O. (SEE SCHEDULE /I ENT SHEET 12) Tel* (SEE NOTE OIT Sheer 5) a, 10 'c MAX. D.L.O. (SEE 5CHE0ULE 11 ON SHEET 12 w21 (SEE NOTE ON SHEET 5) MAX. 114AME 2110111 (SEE 1CNE0UI.E /1 ON SI1EE( 12) 'e' LUX. (SEE SC11E0ULE 1.1 ON SHEET 12) * (SEE 1101E ON SHEET' a) *SEE SCHEDULE /1 ON SHEET 12 itODUCT RENT:V/144 t.• remplyln0nith the TUTUS eo141na Calf OS Nr.rpmnTe No••-/-��4..��/p--/Z/;;/�T•�� lC. E. T .Ilan naTe.S6d._o.. c.itae/Oedt FOAM Con q,XTERIOR) 'c' MAX 0.1.0. (SEE SCHEME /I T127 SHEET 12) 82$ (SEE MOM ON WEE)* 8) MAX. FRAME M301H (SEE SCHEDULE /1 ON SHEET 12) EXTE RI 2W) SECTIONS•€".�• �J(9T�//,,,,,,,sf • •• i4,111 • Hito1)UCT REVISED.. • • • •TLI�w'!i IEe.with •� OuiMing Cods • pppp ,�� Acetylene* Nuay ; ...s3,�k a plreit•n Pity jC��',-"' • v OF celIF 1 •� u1` MIAMI•DADECGU4W • • 0.2a' 136)L.0)111. 0,25' MALIN 1' o P.T. W0010 DUCK (SEE NOTE 8/1) ti* ON; ENLICONTNT (SEE NO/9/11( T:: ' (SEE NOTE 0/I) SEE SCHEDULE 92 ON SHEET 12. E..,. (SL0 001E 9/1) P00020 CONCRETE OR CONCRETE BLOCK WALL REA'D.- IMO DADS COUNTY -APPROVED MULLION /(UNDER SEPARATE APPROVAL) /" 1/11'MINI.MUN WALL THCKNESS �ALUMi4UM ALLOY 0083-T3 n I(SEE NOW 0/1) E.A. (0EE NOTE 9/1) MIN. EU8EOMENT (SEE NOTE 9/1) 02012 11E1E00 A0. I 6's•4r ®INa�\ TMLUT TESTINO At E110INEE8EI10 COMPANY wu n,x. 15U. M. N.. 335. Tw4M5 0We.A�a013, r11)1i3 • R,s:. , (3e1M31-131a , re. , IM311r1-1035 • • e-mote 014 ta0oul.tam EllA-,,00aa0I 071 • • R"R0&W TUc rel507 '11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 000 • • SEE SCHEDULE /2 0.4 SHEET 12. FLORIDA OUILDIN3 COOS (MOH Malady Hwlf7M Zane) SERIES 18000HIGNIMPACTHORIZONTAL SLIDING 1MN00'Ad L'A.4� - LARGE WISS(LEIMPACTRESISTANT AI •SC41e. Mx 290 NEST 78 ROAD 111ALT/D, R. 33014 MITT (305) 550-0103 MAX: (305) 3S0-5503 xew.aenee0G eouet en itt 01/20/ DAIS12 12-006 01WR'd10 Ne MWM SHEET 10 01 It �l. (SEE NOTE 9/1) (SEE NOTE 0/1) 2'x P.T. WOOD RUCK • (SEE NOTE 9/1) STEEL (30411ER AY OTHERS SHAM CONFORM TO A.S.T.11. A-500 A-653 tlR A-36 W/ 12 DACE (0.1061 MINIMUM VALl TICONESS. rr= U E.D. (SEE NOTE 9/1) (110 EMBEDMENT SEE 1101E 9/I E0. (SEE NOTE 9/1) IL 4-0 SEE. SCHEDULE /2 ON SHEET 12. 40 SEE SCHEDULE /2 OH SI•EET 10. 0.2:i _Iaex�Sua(, IN. ECMT.1 1101E 0, 0.25• ..-I1624._2115( • 'o' MAX. D.L.O. (SEE SCHEDULE /1 ON SHEET 12) wl* (SLE NOTE ON SHEET D) MAX...LO. (SEE SCHEDULE /I ON SHEET 12) MAX. 1RAC1E MOTH (SEE SOIEOUL.E /1 ON SHEET 12) "o' MAX, 0.L.0, (sEE SCHEDULE /1 0t1 SHEET 12) w • (SEE NOTE ON SHEET 5) LSEE SCHEDULE /1 ON SHEET 121 tt(1011CT RENT VWO ns rrmpl)lns lash 1hn Fi91(119 R0trling Cole / Art cpuince I:si'ir Minn Halt .1r• Atin,yi tla0t fal9tt Goa ( PIOODUCTRRVI.SRO' 1,0 As complying with Iha Man 111Rai940110 Cod* o, vcww•Ont Atceptxat9 N0L VGV /QW 1i lign UOl* ._u•• Ry Minn (NTERIOR'� w2• (SEE NOTE ON SHEET 9) MAX. 0.LO. (SEE SCHEDULE /1 CH SHEET 12) w2• (SEE NOTE ON SHAF.1 5) MAX, TRANS 01011t (SEE SCHEDULE /1 011 SHEET 12) (—EXTERIOR') 0.2S' 1" x P.T. WO00 DUCK (SEE NOTE D/I) E.1. (SEE NOTE 9/1) SEE SCHEDULE /2 ON SHEET 12. (SEE NOTE D/1) P0URE0 CONCRETE 0R CONCRETE BLOCK WALL REQ'0. MNUI DADE COUNTY MULLION (UNDER SEPARATE APPROVAL) 0.25' SKIM 1/5' MINIMUM WALL THICKNESS / ALUMINUM AU.OY 0053-15 /;01310490)8100 1 (SEE NOTE 9/1) L oh I1LN. EN9004. NT SEE NOTE SECTION _ .F J . (XQ) • • • •• scALE•1/2' - 1' • • A� ilMo • ••• •• •• _ •,•�I( T itt�sqicil ,��11'3,P.:' j/E �'•.. i• ?9 i • a:ola tNrceo w:. C .ia ->-/ ill 1E1EC0INC, • CO • (IAAU.OADE UNTY ✓ ,. .. c�y ••• 9 • - ♦ 1/9�Y AL _JI TIWT T(STI(O & CN91N(fRINO COMPANY cros rW, 1eA 51. :It.113. 10WA3I ,n 03111 •nmlb, (111ie111 r1-0. fee , (..001-071 o-M111e U tomOaol,tom • • E0-0009T19 • • rvMlE�A Ll0..T4411117 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEE SCHEDULE /2 ON SHEET 12. ELOR DA BUILDING CODE 099h V0511159 Htm'cone Sono) SERIES {0000 NIGH OMACT HORIZONTAL SLIDING VANDOW LARGE MISSILE IMPACT RESISTANT M. PS *twerp.. 1.Y 290 1105T 79 ROAD HIALW0, FL 3301t MORE: 00(.WS) 559-OCRS 0.g tt0 559-acw a.�5.gvvt lcom W.N THWK1 DRAW 111T . H.C.Y./A.O. 01/10/12 DATE 12-006' 02A19110 Ho SNT(1 I l 9T 41 HORIZONTAL, SLIDING WINDOW — SCHEDULE ILI ' • (XOX) WINDOW CASE (I MAX. AB.D. DESIGN PRESSURE MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAMEHEIGNT . MAX.OPERABLE (X) WINDOW WIDTH w1 MAX. FIXED (0) WINDOW WIDTH w2 MAX OPERABLE (X) D.L.O. WIDTH "0' MAX. FIXED (0) D.L.O. WIDTH "o" MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT "V" REQ'D GLASS TYPE I +100.-130ps1. +15ps1. 1111/8" 831/4" 371113' 37' 33172". 331I2" 501/4' 208 II +100, 4130 psi. +15 psi. 111 118" 03114" 281118' 66" 24 3/4° 61' 581 f4"., 208 III +90,•100psi. +13.6psf. 111I/O' 741/4' 37 1/16' 37' 331/2' 331/2' 07114" 29A IV +90,-100psi. +13.6pe1. ' 1111/8" 741/4' 281/18' 65' 24 314" 61' 07 1/4' 20A v +100, -150 psi. +15ps(. 031f4" 03114' 321/0" 32" 283/8" 2038' 661f4' 29B (XO) OFt (OX) WINDOW CASEN MAX. ABA. DESIGN PRESSURE R +100,450pa1. +15psi. 741/4" 601/4" 3718" 371/8" 339/18' 330/10" 491/4' 298 11 +100,-130pd. +15psi. 741/4' 031/4" 3718" 37118" 339/10' 339/16) 1/2" 0.c. 58.1/4" 20B 111 490..100p41. +13.5par. 741/4" 741/4" 371/8" 3718' 330/10" 330/16" 071/4' 29A IV MOO, -150pd. 4.16psi. 801/4" 001/4" 301/84 - 3018" 280f10" , 209/10" . 031/4" 290 MAXLMUM ANCHOR SPACING "S" — SCHEDULE SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. OESIGN PRESSURE RATING (P5F) HEAD/SILL JAMB HEAD/SILL REQUIRCD ADDITIONAL ANCHORS CONCENTRATION AT MEETINO STILE NC OTE OR (.2c Nxtaa two 1/4"0 111 9VILOEX TAPCON f 80 or less 9" O.C. 9" O.C. SEE OVAL 2 (6 ANCHORS) • 80 up to 100 7 1/4" 0.C. 7 1/4" 0.C. SEE OVAL (6 ANCHORS) • 100 up to 130 5 I/2" 0.C. 5 1/2" 0.C. SEE CURL 2 (6 ANCHORS) • 130 up to 1170 4 3/4' 0.C. 4 3/4" O.C. SEE DETAIL 2 (6 ANCHORS) METAL (St NOTE mh) 1/4"0-14 BU2.0EX 1EK SCREWR� 80 or loss 9" 0.C. 9' 0.C. SEE DETAIL 1 (4 ANCHORS) • 80 up to 103 9" 0.C. 9" 0.C. SEE DET/(. 2 (6. ANCHORS) • 100 up to 130 7 1/2' 0.C. '/ 1/2"' 0.C. SEE: UEI/JL 2 (6 ANCHORS)- • 130 up to 150 6 5/8" O.C. 6 5/6" 0.C. SEE DETAIL 2 (8 ANCHORS) WOOD (Yl lCttE pr,/1) (/r4�'0-14 I 9JILOEEX 1•EK SCREYIR� 80 or lass 9" 0.C. 9" 0.C. SEE DETAIL 1 (4 ANCHORS) • 80 up to 100 9" 0.C. 9' 0.0. SEE DETAIL 2 (8 ANCHORS) • 100 up to 130 7" O.C. 7" O.C. SEE DETAL 2 (0 ANCHO1Si • • 130 up to 150 0" O.C. 0" O.C. SEE cunt.2 (6 ANCIORS) . Yl(IDtI(.'T IIENEWGO' ". restrt) h19 trllh the Flo Mt. 'I..!dlal; CO4e 0•cq"anae No /'A 1- 1;m1c..1148 Wit 1.1 Al1wAU jcI'ioduct Cent: 7 PRODUCI'RHVISRO • as comp1y11g with Iho Florida • IhdlA9tg Coda , -i2/�; Acw,oNal aIs Imlloo tlon Date " M!A.6DADE COU-PS •4 MEETING STILE - 7. FRAM HEAD NO OR VT AS APPLICABLE DETAIL 1 AT HEAD Sc SILL 4 ANCHORS •• •• • • • •• •• • • 00,49, rw ,3 � • • • I'l\S p!. Too • • F :bc • • • • • • • • • • • • • • • • •• •• • • • • • • .1 • ',,brynyyr)d • 0E012 1AICC0 INC. Tr"--".111.1r.C-INc. (ILUT TEST!N0 0 E1N00(E1RIM9 COE4PAN7 Nta g a4N. AOt.'r7 CM4Mr "'" •n.e+., .-tnol 4w. 0 , corn oaktl-tAn EO-0038719 • • 11AIJER A t1T ar. P.C. • • H.ot�A�. e415r. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • 1 MEETING STILE -- - 3" L 3" -4 AS APPLICABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS. FLORIDA BUILDING CO02 990 Veb4lty Hunlosno Joao) SERE818000 NIGH IMPACT HORIZONTAL SUDI NO WINDOW - URGE MISSILE IMPACT RESISTANT ar:-:{riiA' pI1.Or2tt;1,ibn rat 1.41,11,14 VS °En11 290 WISE 78 ROAD 1114EA; EL. 33014 PHONE: (30a) 538-8t03 FA* 30) 338-404a I .0.94:10" C1.cam 131 MN.IN ur•n.>. CAI OWN eft I.A 0./ M.C../A.O. 01/10/12 DATE 12-006 03AM1N0 No :d"1" 311EEE 12�0( 14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • (2) #8 x P.11 SMS SEALED W/ (2) #8 x SMS SEALED @ NOTCH (VP.) CONT. • ' ALL AROUND NOTOt CZYP: OiCT RN 4.94:=21)fr.2 0.9.9 Cur Farfix.- :!tdint,. Cod< /4.1 t. rtzte C 119 PRODUCT REVISED os coo:11*i* Nitta iid •Soildiog Co& Accept:0=x No / DO< ISANOCADECOUUTY (2) #8 x 1.P.HSMS. SEALED W/ NOTCH (Mk) ALL AROUND NOV: (TYP.) CON'T. ALL AROUND NOTCH (TYP.) • CONT. ' ALL AROUND (3) #8 x 1 P.ri. SMS • • • SEAL W/ CONT. ALL. AROUND CORNER CONNECTION AT HEAD/SILL & FIXED SASH SCALE: 1/2-- 1- (2) x 3 1 /2 P.H. SidS SEALM- W/ cm. tG / IL EC 0 m.. CLUJ =INCa EXCOCEERINC COMPANY cos ars 30, a. an 3:lava:ea agtaa, s carat -Ma . CXV.V1-aa e-asral ACarattsAum 03-00U719 YAMS A TOOT Jr- P.E. P-OVIS :14. 4410 SERIES18,305RIORWACT VARZONTM. SUERNOWINWN LARGE =SAE El/RACTRMSTANT PLORICA BUILOCIG CODE Of.shVor..44 Kok.= 7.0(4) MAWS Ba LA/t.C./AC. oir,o/12 ' 290 VT 200,0 Waft!. FL 3.20Ia PI•oe (305) 550-Z153 FAX: (30S) 553-6U5 i•osoKs 44.1.5 vemaror,.. C/Or CMrsasfararra,n, 104 .1100•1••• same= I sac • 12-005 DRAWING No CAST 11 ce (2) #8 x 1' P.HSMS SEALED W/ NOTCH MP-) CONT. ALL AROUND • •• • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • ID •• •• •• • • • • • •••• • • • •••• • • • • • • •••• CONT. • • • ALL AROUND • •••• • • • •••• • •• • • • • •••• • • • 1:ODUCT RENEWSB cx.y.in with tee Flerif' arid:xl; Code r.rreprs:se �o Cepav lad Date 8i ?'4Utcu ,.1 . .0.7264 19 . PRODUCT REv1SED as pt*hd math the Florida 3culdihg Code li67.i1$4 WLiDADE COUNTY (2) #8 x 1 " P. SMS S.:AED W/ (2) #.8 x 1' P.H SMS SEALED W/ 27 CORNER CONNECTION AT. VENT • • ni/,,,,, SCALD: 1 /2'_ 1 1�lQv GtidSE cc ae / IL ECO'I•Fc-\ WT =mtc a ENTOMMUM ms.PaxY am as 31... $2.•de1V06. w.7s44 rr : (F6)1rs-1.0 . ra , PLOP,LIm e•-r,* laeeoDoeiraa M-0:04719 % 8 ruff41 PE H.O7GW tIt 44147 (2) #8 x 1' P.H. SMS SEALED W/ l� J FLcvFaaSLOWINGCODE vctoetrtax Zara 592 31800OHCf4IMPACT HOftZIDNTALSUDR1GYL.90A LARGE A SR..E D:PACT P S STANT 220 %MT 78 RC40 wLstn. Pi- 330;. PiiDY= (335) 5:8-8103 ss -6665 pW corn MAW 9T: u/t.c,/A.c, 01/10/12 Nr.s I a.em. ern,#I am 12-006 66#W8t0 Na SNal 14 OF 14 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78'1Road Hialeah, FL 33014 SCOPE:' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)•reserve the right to have this product 'or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIR may immediately revoke, modify, or suspend the use of such product or material within their jurisdictippr..RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coun'ty:Product.Coutrol Section that this product or material fails to meet the requirements of the applicable bxildargcode . •: • This product is approved as described herein, and has been designed to comply with 'the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wInv.miamidade.govieconomv .... • • . • DESCRIPTION: Series "21000 High Impact" Aluminum Fixed Window — L.M.iti ... • APPROVAL DOCUMENT: Drawing No. 12-004, titled "Series 21000 High Impact fited Lamintted • Glass Windows", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/091r2, !repared bj+ , Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami—Dade:County Prodrat•: • Control Renewal stamp with the Notice of Acceptance number and expiration date bytjrg•MMami-D§dg • • County Product Control Section. • • • • . ... • •. . • .. . . • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 renews NOA# 12-0206.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM WADE COUNTY APPROVED NOA No. 15-0116.01 Expiration Date: February 17, 2020 Approval Date: February 19, 2015 Paged • • . • • . . • • • • . • • General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-004 titled "Series 21009 High Impact Fixed Laminated Glass Windows", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. TilIit, Jr., P.E. (Submitted under previous NOA# 12-0206.07) B. TESTS 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 2fl --5 ...• along with marked —up drawings and installation diagram of an alentivitim fi• window, prepared by Fenestration Testing Laboratory, Inc., TesrRepbtt No. • FTL-6058, dated 10/23/09, signed and sealed by Julio E. Gonzales J.E. ; • (Submitted under NOA#10-0104.03) ...•. • • C. CALCULATIONS . . . • 1. Anchor calculations and structural analysis, complying with FBC-2007, preparedhy Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Til „3r.;P.E. •. (Submitted under NOA#10-0104.03) • • •• 1. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued .to:E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. , Manuel Pere3} P.E. Product Control Exatriner NOA No: 157,0116.01 Expiration Date: February 17, 2020 Approval Date: February 19, 2015 E-1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 12, 2015, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA#10-0104.03) 1. Laboratory compliance letter for Test Report No. FTL-6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA#10-0104.03) G. OTHER 1. ' Notice of Acceptance No. 12-0206.07, issued to General Impact Glass & WintitMs, Corp. for their Series "21000 High Impact" Aluminum Fixed Wiklow; L.M.I�;; • • • approved on 04/12/12 and expiring on'02/17/15. ..:. • ••.•.• • •..• . • • • • •.• •• .. • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • vtiainite ! Manuel Pere .E. Product Control Exam net NOA No. 15-0116.01 Expiration Date: February 17, 2020 Approval Date: February 19, 2015 E-2 GENERAL NOTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.AD.) HAVE BEEN VERIRE FOR COMPLIANCE IN ACCORDANCE WTH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THESE TAND0W5 MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIM1I-DADE'BR0WARD COUNTIES). DESIGN WIND LOADS SHAD. BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FOC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FM AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALT. 8E FIRST REDUCED TO A.SA,.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.O„ AS TE0TE0, WERE NOT OJERSIRESSED, A 33A INCREASE IN ALLOWABLE STRESS FOR YAED LOADS WAS NGL USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD WAS BEEN DETERMINED IN AOCORDANCE WTH N05 2005. THESE WINDOWS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 162A OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, & TAS-203, PER FENESTRATION TESTING LAB REPORT 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1640 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY, 2, MU4IAJM Aso. DESIGN MINN RAINS SHALL BE A8 PER SCHMITT PR 9(4040,1 ON RHFPIW B, 7 As 18 fPP1tENT SHAMUS A4 FYPIANAT3 DN TFMA 3F&4'r (4), 3, ,ffIPSE VAN SNLL NOT REQUIRE A HUMANE PR011 CITON OA10E° 4. j ,$E.1111HI}2_' ' PINIA uR ANO WAT1R W61LTRA110N. 5, THESE WINDOWS COMPLY YA1H SECTIONS 2408,1, 2411,4,1 AM 2411,4.2 OF THE FLORIDA BUILDING CODE, 6. ALL ALUMINUM EXTRUSIONS SHAD. BE ALUMINUM ASSOCIATION 6063-TO ALLOY AND TEMPER. THE THICKNESS OF AU. EXiRU510N5 SHALL 8E AS SHOWN ON SHEET 2 OF THIS, DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 0R318 4SI SERIES OR CORR0510N RESISTANT COATEO CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE VAIN 50 PM MELD STRENGTH AND 90 k8I TENSILE STRENGTH. 8. WOOD BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE SOUTHERN PINE WITH G-0.55,, AN0 SHALL COMPLY YAMH SECTIONS 2411.3,3.3 AND 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA GUIDING CODE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MD TRANSFER THEM TO THE BUILDING STRUCTURE. 0, ANCHOR NQhSI SEE SHEET 0 FOR MAXIMUM SPACING. EMBPOMENI AND TRIM T9STTNCF ARE f0YO)ND Mot WAIL. FDA% (A) TO EXISTING 00080D CONCRETE: (Min. Co - 2730 pal,). MIN. EDGE DISTANCE - 2 1/2'. - 1/4"0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCES, (COMPONENT®), 1HRU 1" P.T. MOD BUCK. TO EXISTING HOLLOW BLOCK WALL (Min. Ym rr 1924 pel,). TAN. EDGE DISTANCE - 2 1/2". - 1/4"0 U.TRACON 1 1/4" MN, EMBEDMENT, AS MANUFACTLNRE° BY ELCO CONSTRUCTION PRODUCES. (COMPONENT®), THRU 1" P.T. WOOD BUCK. TO EXISTING 22 P.T. WOOD BUCK, BAN. G - 0.55) MIN. EDGE DISTANCE - 1". ' - 1/4"0 ULIRACON 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ELC0 CONSTRUCTION PRODUCTS. (COMPONENT®), TO EXISTING I11N. 1/6' THICK ALUMINUM TUBE (8063-15 ALLOY) MIN. EDGE DISTANCE - 1/2'. - 1/4"0-14 TFJ( SCREW, MIN. 3/)4" TANG, AS MANUFACTUREO BY I1W BUII0EX, INC. (COMPONENT®). (� T- 1/4'S-1144 1EKSTING IAN. i2 DACE SCREW, 60N. 3/4SLONGTEEL MAS MANUEMBER FACTURED 874 1W BUILOEX, INC. (COMPONENTIB�). MIN. EDGE - 3/8' 10, PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TIP,), 11. REMNMNG COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2, 13. (A) TIPS PAD. PREPARED 8Y THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA STE SPECIFIC PROJECT; I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD, (8) 00 THIISSOPRODCTT, RRASSEPDOON THIS PAGE SELECTION, PURCHASE AND INSTAUATION INCLUDNG UFE SAFETY P88010 D HE/SHE DOES NOT °NATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUIY. (C) THIS PAD. WALL 8E CONSIDERED INVALID IF ALTERED BY ANY MEANS. (D) 59E SPECIFIC PROJECTS SHALL BE PREPARED 8Y A FLORIDA REGISTERED ENGINEER 0R ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAO.. SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW). (E) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL. ENGINEER OF REC0R0 THAT PREPARED IT. (B) (c) (0) 12. WINDOWS' MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT, LABEL. SHALL READ AS FOLLOWS: OEINFRAL IIMPAOTT MASS AND WINDOWS, CDRP, HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. PRODIJCTI7.BVISBD as complying with Dlo Florida • DuildRlg Code Acceptation No 2!/0 4Tallon Dale - .• j100AeTiiuniii�� • • •. i • !\jERIS f 41%.• . • r• �In ddi�l r • • 5 • • MI-DADE COONEY • • •• • • • • • P.E. •• • • • • • • • • • • •• • • • • • • • * MAXIMUM AS.D. DESIGN PRESSURE RATING (pa) FOR ALTERNATE SHAPES AS SHOWNABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING AXED YANDOW SHAPE WITHIN SQUARE "o" x "b" OR RECTANGLE "0" x "b" A5 SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM A.S.D. DESIGN PRESSURE RATING (pet) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 0, 7 de 8 FOR 5558S 21000 HIGH IMPACT FIXED LAA4NAYEo GLASS WINDOWS. 01013 a12140a10. �i. E.0 INQ.\ 1"TWV 78•a�,,IR°�O� °�I� 0CpN�91N1ENIN6 norMyNY 14° aitooign-'1310 `rot, nu 1M • • �7 �22A-,0000710 pp • • • IfAL70i510Aib r4JJflh7�. • • • Yl • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4t0011CI` IIENEW90P as complying with Pic FloiM6 !Inkling Code .5-0) f 6.0 ) Acceptance No Expiration Date • L�dIAV �20 Mlam Pale P1bAo • !Con I✓ FLORIOA BUILDING CODE (High Veloolly Hur loons Zone) SERIES 21000 HIGH IMPACT FIXED LA OLA89 WINDOWS Ya0 WCM 74 ROAD 1211.044, M. 33014 PNOND, (300 57e-S103 MI ( 558-0465 a0ANM 1i15 1.8./2.2./AA 01/00/12 DATC let M 1180 000 0t100021 W1 12-004 0MWIN0 N. a. •-1°1 11,x°w ]HOOT 1 Or a ASS BITE 6/8" GLASS BITE 9/8" cuss &76 GLAZING DETAIL FOR 10 W/O GLAZING DETAIL FOR oAW/0 /10x1 1/4" S.M.S 0 12" 0.C. QLAZJNG DETAIL FOR to W/aA • GLAZING PETAL FOR OA W/ 3A GLAZING DETAIL FOR, GLAZING DETAIL FOR OB W/ DB W/ e GLAZING DETAILS SCALE 1/2" = 1" BILL OF MATERIALS ITEM # , DESCRIPTION DIMENSIONS dl REMARKS 'MATERIAL -1 . . FRAME HEAD/SILL : (2) REQUIRED 8063-TB ©, FRAME JAMB (2) REQUIRED 6083-TO Q GLAZING BEAD FOR. FULLY STRAICHT FRAME WINDOWS (4) REQUIRED 6083--T8 0 GLAZING BEAD FOR CURVED AND COMBINATION CURVED/STRAIGHT FRAME WINDOWS (4)'REQUIRED 6063-T6 Q WEATHER STRIPING,'ULTRAFAB E-271 (4) AT GLAZING BEAD NEOPRENE Q WEATHER STRIPING SOUD RUBBER (4) AT GLAZING BEAD NEOPRENE 0 WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD - NEOPRENE Q CORNER FRAME ASSEMBLY SCREWS (2) #j8 x I"'PH SMS REQ'D. STEEL Q DOW CORNING 995. STRUCTURAL SILICONE Q DOW CORNING 795 STRUCTURAL SILICONE 0 WHITE COLOR SIUCONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT 1/4"e ULTRACON 8Y ELCO CONSTRUCTION PRODUCTS, TO POURED HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL dA C CONCRETE, 1/4"0 ITW BUILDER TEK SCREW TO METAL (SEE SCHEDULE) STEEL sO0.146" HEIGHT BUMPER SPACER. CUT FROM 3/8"4 SPHERE. CLEAR 3" FROM CORNERS MAX. AND 12" 0.C. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB-28, CLEAR. SIUCONE ® 0,211" HEIGHT BUMPER SPACER, CUT FROM 3/6"4 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB-36, CLEAR. SILICONE 10. 0590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" N.S. CLASS + 0,090" SENTRYGLASS INTERLAYER + 1/4" H.S. GLASS • INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co„ INC. GLASS ®0.484° e (7/16" NOMINAL) LAMINATED GLASS W/3 18" H.S. GLASS + / 0,090" BUTACITE® PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Go., INC. GLASS Go 00,090." 328" (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + PVB, INTERLAYER + 1/8" H.S. GLASS INTERLAYER BY: E.I. OUPONT DE NEMOURS & Co.. INC. GLASS 2403" .285" ()FIRAME HEAD & SILL 6063-T8 ALLOY 0 FRA(4E JAMB 6063-T61I pt:1 ,,. ••. ••I1.p,:(I • • �h• r��'Q'�a •• • PRODUCT RBVISIID • • f*!•. e$ • w'•g with * Flori• •ds • llo •O�d,Oqy• DMO'c?%11rAv+J �(/ \ •• NY. 1 en. 76e. Tr 9A7a01l. n an" i.i;`,= • �7 :fs t^ R r _ \\1s w".y<.w�-0,-,ax . ro, , lswle7,-,es, • ~I-UADE COW". 9 ISL• • : - sMl • 1 • •• xeuEa y • ur �c e. P.E. ' L 1 .,� ': •,,,...,,l • ADDUCAIENF. VEge as complying with the world* tinkling Code /5.011 /O.Of Acceptance No ••n, E.'linden Date ®GLAZING BEAD FQR_FULLY STRAIGHT FRAME WINDQWE 6063-T6 ALLOY •• ,c0yMPON NTS SCALE 1/2` - 1" 010,2 7e.TE09 1N0. ••• • •• • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • •• •• ••• • • • 0•• • • (;LAZVNG BEAD FOR QUlS/ED AND COMBINATION ¢URVED/W NR IGH FRAME OWS 6083-T6 ALLOY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS "m151451 a, w nnwa7r 290 WEST 78 ROM HIALEAH. R 33014 PNONE, (705) 650-e703 -4469 "" .(w 00))b58t orn auc us. es "NCN,W ‚Alt DRAWN IA:' ItA./31.E,/5.0 01/09/12 0171E 12-004 ORAWWO No - •-f11 SHER 2 0r 9 DETAIL "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE)) V+® DETAIL I/9 /I 1 - \�� -/ A/4® 10 oR ® o —�..L.o. (o}-- I I A/4a CASE 1: RECTANGULAR SCALE: l/2"=1'-0 "B"= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), "b" FRAMELENOTH (L0N0 SIDE) AND MAX. D.L.O. (a) AND MAX. O.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8, "o" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) 70" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) • DETAIL 2/9 • eg 5'/5 �� i / ��. 8' 5 8" A'/5® DETAIL 1/9 CASE 2: HAI..F. ROUND TOP SCALE: 1/2"=1'-0 TYPIPAL ..EXTgRIOR EJAVATJONS 1OR SERIES 2109Q HIGH IMPACT. FIXgD LAMINATEP GLASS WINDOW (SEE NOTE * Oki. SIj ,t� . .. • 0 ',+�.,. �4�si • • PRODUCT RBVI8BD • • . ,� • . %• • as complying with lho Plorlaa. ••d� .4 • Bu11d01a CORD Aaceptanou No 1 i I, ..7 i-. - ;:z �Wi: 7'.��Tfa'u,1, )• • • E9-OOOOr1e M •.' -DADE COUNTY» . ( \, nM P4 • • • • 4— • 1WaaA74ahi E. • • "'w.1ra rL• • • • • .. • • • • •. • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • CASE 43: EYEBROW SCALE: I/2"=1'-0 •1017 111.4000 1110. ML. ECOiN or® NA ',mum rm.) 4ODUCPAgNRW5 S AS 0101p1y)ogw116 the M1ot1Q6 . Holding Coda LeO(i(p,01 Acccptaoce No Exg[collop Dat.,r By f1Upn1 /ado Peoduc Con FLORIDA BUILDING CODE (High Veloolty Hurricane Zone) SERIES 21000. HIGH IMPACT FIXED • LAMINATED GLASS WINDOWS ww� a��yaa•aaa an. • 00.00100 • 1u Min 290 Pt7a 70 ROAD KOILN4 FL 17014 PHONE, ((700 0s0-010a rut <406 000-00a0 A .naanno %Aan DRAWN en 01/00/12 041E ua or.• 11/0/11 a •10111Y1 Mat f 2-004 ORAWINO No agicr a or it 1/8" MINIMUM WALL THICKNESS. • ALUMINIUM ALLOY 9063-T5 M DADE COUNTY APPROVED 11ULLI0 C0UNDER SEPARATE APPROVAL OR EEL MEMBER BY OTHERS HALL NAORM.T ASTM A500, A6533 04 439 WITH 12 CA (0.1061 UWIMUM WALL THICKNESS. MIN. 25.4" P. YR10D BUf2( IAA EA: (SEE NOTE 9/1) i I�IIii�� A°UMINI /ETILON ANCHOR COVER. (TM) MN. ED. (SEE ME 9/1 BEYOND BEYOND 1/4' lMX. SRN SPACE 1/4" MAX. SHIM SPACE L9N, THREADED PENETRATION (SEE NOTE 9/1) SECTION A —A SCALE: 3/8"=1" 85. EMBEDMENT. (SEE • 9/1) POURED CONC OR CONCRETE BLOCK RE0'0. MIN, . SEE'NOTE 9/1) o0 TII��1 0 ••'-I Falk >• 1 4" Mo. ': SPACE MIN. THREADED 'PENETRATION . .T N000 BUCKS (SEE NOTE 9/1) EE NOTE 6/1) I/4" MAX SHIM SPACE MIN.12514 P WOOD BUCK BEYOND POURED CONORE OR CONCRETE BLOC. RE0'D. • • OPTIONAL UMINUM/NYLON MINOR COVER (TYP.) • PRODUCTRDVISBD • • ee complying wllh the VIM*. `v D9(Idlhg Codo Acooplance No 'A O Intl, Dat9 By Mtehd N I-DADE COON • • e 11. • • • • CONT. (TYP.) 8E0MENT. (SEE NOTE 9/1) OP.T. 11000 BUCKS SEE NOTE 8/)) • • • • witit/Ylii,,' • • • • A.tl'�Re� /IL r}z1. • : : "�'• • • •1012 TRTQC9 M0. s• ,:; •• ' ' • 25o WEN 76 Rem �•/ IOAITN%. FL 33014 -t•I �� .V ®INo, ::.;=.'f::. MONO (305 650-9103. / 'AA 43o5 w 1 12 004 71LUi TQ9nN0 k FJ( INQ fUNO nCttO,MPANY •, / ah E (I A "" Re. rIe� ri. tilt. M11(w1J n .ulw OmA ;• :..: ! rq•nre O12-00 tlo •.• • �' ((� • Mm�'ITG Ieil-III •%� OAl �rrY • • ............... ES-000871q •M m nam•r .49 he ma x. (nwrae ule 01... GhIA TE • N : • NI `TQR •HoRID ni}o T4C' •� m.7m wml + •_ 3860 4 or o :.�'�"ee�JAL •• • • • • • • 1/4" MAX. SHIN SPACE OR 9,L.0. (o) O CONT. (TYP.y OPTIONAL ALUMINUM/NYLON ANCHOR C• R (TYP.) "4" FRAME WIDTH (OR SHORT SIDE, SEE SCIIEDULE)— O CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR C• R �.40. (o) �'a" FRAME YAWN (0R SHORT SIDE. SEE SCHEDULE SECTION B—B SCALE! 3/6".1" BPMAX. Sf9M M,E POURED CONC OR CONCRETE BLOCK REO'0. ' P,T, WOOD BUCK �� (SEE NOTE 6/1) ALUMINUMM ALLOYNIMUM 50oALL 3'155 THICKNESS DADE COUNTY APPROVED 1AU1110N UNDER EEL MEMBER SEPARATE86 OT41180 SHALL OONVORM TO AWN A000, A653 IMOR WMUM MWAALLL'POOORN(ESS 69 NIN E.D. SEE NOTE 9/1 RODUCP"PtEN.EVIYO a: eenlp11leg nilh the FIorIet Dulling Coda AcceplunT2No 5'Ell lRR. O Exxhnllon Uato 7 2& Ily M1661j9R4e reoduct,Cot FLORIDA BUILDING CODE�HIgh Velooity Hurrloane Zone) SERIES 21000 MOW -IMPACT FIXED LAMINATED'OLAS8 WINDOWS DRAMA 615 1•A✓R.Q./AA 01/OT/12 DAIS • �... 01,11111E • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • IN MINIMUM WALL THIC0(NESS ALUMINUM ALLOY 0063-T5 N DADE COUNTY APPROVED MULLIO (UNDER SEPARATE APPROVAL} 0R STEEL MEMBER BY OTHERS SHALL NFORIA TO A36 T 3 WON 20A (0 106`) OR MINIMUM WALL THICKNESS. URN. 2"84" P. WOOD BUCK MN E0. (SEE NOTE 9/1) `o>i91(-om-.�,•,.•, , 1/4• MAX. e�4�I 6il��O SHIM SPADE. lll(� O CONT. (TYP.) ■1111',1 .11 .1 uUMIII L/NVETL • (•) MR E.01 (SEE NOTE 9/1 BEYOND BEYOND 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) EMS OEOMENT. (SEE N•T 9/1) POURED CONGA OR CCNCRO( + • N MN. Ld. REO'D. SEE NOTE 9/1 0 I_ry�li 9�11 7 loP.T. W000 BUCKS (SEE NOIE 0/1) POURED CONCR 0R 00NCRETE BED REO D. SECTION A' --A' SCALE: 3/8". 1" • 1/4" NAX. SHIM SPACE BEYOND OPTIONAL MNU1/NYLON ANCHOR COVER (TYP.) MIN, THREADED. PENETRATION (SEE NOTE 9/1) MIN. 29:4' P WOOD BUCK CONT. (TM.) Noe. SPACE BFDMENT. (SEE NOTE 9/1) • P.T. NO05 BU YAAiimr,,,( •TL•Ltt ` :NP 6. ". PRODUCT RBVI380 • , •: • • -ra w • n1eom9IYEn9w4hllwPl0EI(19• : .44f i.*•` ••j• • DuiaT Cost "A A Oq ` -DACE C. fj ' pl.. : . in 7 AT£: • • • • 1/4". MAX. SHIM SPACE AL.O. (9) 70 CONT. (TYP ). OPTIONAL ALUMINUM NYLON ANCHOR COVER "o" FRAME WIDTH (0R SHORT SIDE, SEE SCHEDULE) NOD 1/4" MAX. SION SPACE 0 CONT. (VP.) OPTIONAL ALUMNUM/N I.ON ANCHOR CCOOVV R 0.L.O• (o "o" FRAME WROTH (OR SHORT SIDE, SEE 5CHEOUL SECTION I '--B' SOb1.E1 3/8"•+I" •0115 TA.7e00 4NO.•. L EGo1Na•\\ TILUT TEOTINO 4: ,67t91 I-f.EpNN791N66RN0 509p96NY 436T N.L 64(1•1=10%'.71 AIN • • A�'"10N 919.9710 wi F zrz 90URe0 CONCRETE_ OR CONCRETE BLOCK REO'D. 1/4" MAX. SHIRR SPACE EMBEDMENT. • SEE NOTE 9/1). ' P.T. WOOD BUCK SEE NOTE 5/1) ALUM MNULI AA(LLOYY 0003--T-T5 MIIAMI OADE COUNTY APPROVED MULLION NOER SEPARATE APPROVAL) 0R MEMBER 0Y OTHERS sHALL CWJEORM TO ASTI A500, A653 MINIAIRA WALL 12 THICCIONESS M, tAIN. E.0. SEE NOTE 9/1 1LODUCAIENETtiti as een1Ply'ng 17Nh the Wo0td6 Balding Code AccclmacONo IV-3 _O) E Irntlon Dato I3y MIAm Dade FLORIDA BUILDING CODE (High Velocily Hurricane Zone) • SERIES 21000 HIGH IMPACT FIXED LAMINA ED GLASS WINDOWS gg0-OOD67f n49. • • AAL7ERA 7RUT .lr Pte. • •• Rcoton Lk. 4 iv • S • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • f•• • • RIOROT 7•MAO HIALEAH. R 37014 RItND (305) 5054/03 -�..•-' EA16 (305 67D-0665 Ys00O xiM.99nw 91915 0711999479.1 w' 9. ORA9N Im I LALe./A.a' 01/09/19 DATE 996 12-004 DRAWIND Ho OWNS. i SHEET 5 0P 9 „a,� "b" psi psf .. 18" 130 154 24"• 130 154 '. 30" 130 154 38" 130 154 42" 130 154 48" 130 154 84" 130 164 80' 130 184 88" 130 154 72" 130 -184 785.. 4-130.- -154' "84" '130` '184` 80" 130 184 98" 130 184 102" 130 154 106• 130 164 1 l4° 130 154 120' 130 164 128' 130 154 132" 130 134 138" 130 154 144" IJ0 164 150" 130 154 156" 130 184 le2' 130 154 188" 130 154 174' .. 130 154 Ie0" 130 154 „a., „ b„ psf I. psf - 24" 130 154 30" 130 164 36" 130 154 42" 130 184 48. 130 154 54" 130 154 60" I30 154 66" 130 154 12" 130 164 76" 130 154 84" 130 154 90" 130 164 24' gg" 130 164 102" IJ0 134 108" 130 164 114` 130 134 120" 130 164 126" 130 154 132" 130 154 136" 130 184 144" 130 154 180" 130 154 136" 130 164 182" 130 154 108 130 184 174" in 134 180" 130 154 186" 130 154 192" 130 154 196" 130 134 MAXIMUM DAY LIGHT OPENING (D.L.O,) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS 0 EACH END OF GLASS MAX. DAY LIGHT OPENING (PLO.) Fomlui6 MAX. D.L.O. (al(SHORT) SIDE) ®+ I"�j . ©+ ® OR ®+ ® ®+ OD MAX. D.L.O. 0+ ®, 0+ ® (b) (LONG SIDE) OR 0" ® J 0+ ® "b11-3.526" MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D.DESIGN PRESSURE RATING (psf) SCHEDULE VALID FOR psf psf. 30" 30' 130 154 Se 130 184. 42" 130 164 48" 130 154 54" 130 154 60" 130 .154 66" 130 154 72" 130 164 78• 130 154 84' 130 154 90' 130 154 90" 130 164 102° 130 154, 100" 130 154 114" 130 154 120" 130 194 128" 130 154 132" 130 154 138" 130 154 144" 130 154 150' 130 154 163" 130 154 158' 130 154 182' 130 154 188" 130 154 • 174" 130 134 180" 130 154 188" 130 154 192' 130 104 19e^ 130 154 „a,i „b6 psf psf 30" 130 154 42" 130 194 48" 130 154 84" 130 154 80" ISO 154 d6` 130 154 72" 130 154 78° 130 1-0y 64" 130 . 1S4 33' 90" 130 154 • 96' 130 154 102" 130 184 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132' 130 154 I36' 130 164 144" 130 184' 160" 130 154 158" 730 194 162" 130 154 166" 130 154 DIMENSIONS I EGENI '0 .- OLO (b) 1; L •• • ry •, • 49'y • •43012 18T046 1N0. PRODUCT R8VI88D • AAA •'r�Gi • •,• • ..omplying w101tho I'► � •' '} t • . I)ui1d819 Cod* ; - 4(-" Aewpteno8 No - •/ 0• e/ 'L �y �% IH C, 136 i9110nDate :'=i:411alli + 5; "_�r�� (/�� i ce . .+, * V D1r`"� 1 44 TIWT Ti6TIN0 Se 9N01NC9PoN0 00NPAIN DDDtt1nnn••, A A eW P:F. JIIA 4t, gip� MIIQMM n6.q 3JI66 By . J�, ... t q •, • • t1 rnp,• {a Hn-1 ele nl i lJ"o��ei1-ION Miem(e _.. a rod0" •' 4 �. j OR • • q1"'O"'""" 68^000671 M " I-DADE C1N7N . 4},�.l �� 1 AA • / • • me A ll�Dr $r P.c. • • 4 1 • • • • DA 4 1�7 • • • -7... 1!•4 •• • • • "a" "b" psf psf + - . 42° 130' 154 48" 130 - 154 84" 130 154, - 00" 130 164 66' 130 154 72" 130 154 78" 130 154 64" 130 1b4 90" 130 134. 42" 98" 130 154 102" 130 164 105" 130 154 114" 130 194 120" 130 184 120" 130 164 132" 130 154 138" 130 154 142° 130 154 ' 48" 130 184 54" 130 154 80° 130 164 56" 150 154 72" 130 154 70' 130 154 46" 84" 130 184 90" 130 164 95" 130 154 96" 130 154 102' 130 154 i09' 130 164 114" 130 154 120' 130 154 12s' 130 152 • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • „a„ „b„ psf psf .34" 120,3 142.5 60" 120.3 142.5 66" 120.3 142.0 72' 120.3 142.5 78" 120.3 142.E b4" 84" 120.3 142.6 90" 120.3 142.5 98" ' 120.3 142.5 102" .120.3 142.5 106" 120.3 142.5 111" 1i0.3 139 80" 108,3 128.3 66" 100,3 12e.3 72° 108.3 128.3 (50" 78' 108.3 128.3 7e' 195.3 12.3 84" 108.3 126.3 90' 108.3 125.3 98" 108.3 128.3 100" 108.3 fpe.3 e0" 90.0 116,87 72" 98.5 118.87 66• 78" 98.b 118.8 84" 90.5 118.E 90" 90.5 110.0 72' 90.3 106.9 72" 78" 90.3 100.9 83" 90.3 1088 11tUDUC NIENEWM 40 e4mplyhlgcvilh the F7olfdt' 981ding Cale p1cepinnceNo /5'01I6•.0 fyantIon Ontaijoit l 2'243 a hlyle DEW eadu .Co FLORIDA 6UILDINO CODE (High V•loolt), Hurrlcone Zone) SERIES 21000 HIGH IMPACT,FD(ED LAMINATED GLASS WINDOWS 290 9481 7e ROM 1•LFAJI, FL 33014 PNON0 (307) 666-5103 FAN, S06 650-0005 fur+ WSW"'01061I"1 patent eW a •196080 1 eel 1 11014 Y •401 064/10 r "•61•n9, CA. DRAWN MI I.A./140✓A43 61/09/12 OAT! 12004 O8AWINO Ile SECT 6 Or 9 "0" „b„ psf + psf — 18' g0 90 24" g0 90 30" 90 90 36" ' 00 90 42" g0 90 46" 90 90 54" 90 00 e0" g0 , 90 88" go 90 72" 90 00 78' g0 80 84" go 90 le90" go 90 98' 90 90 102' 90 90 108" go 00 114' 90 90 120' 90 90 128" go 90 132' go 90 138' 90 90 144" 60 90 160" 90 90 186" go 90 162' g0 90 188' 90 90 174' 90 90 190' 90 90 MAXIMUM FRAME WIDTH "a" AND LENGTH 11b" VERSUS A.S.D. DESIGN PRESSURE RATING (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS 10A No N „b„ psf + psf — 24" . 90 g0 30" 90 90 36" 90 90 42" 90 . • 90 46" 90 90 84" g0 W 80' 90 ' 90 88" 90 00 72" g0 00 78" g0 90 84" 90 90 90' 90 90 24" 90' g0 90 102' go 90 108' go 90 114" 90 90 120' 90 00 126' -90 90 132" 00 90 138' g0 B0 144" go B0 180" gg 90 156" gg 90 162" go 90 188" 90 90 174" go 90 180" 90 BO 188" g0 90 191" 00 90 MAXIMUM DAY LIGHT OPENING (DLO.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS EACH END OF GLASS MAX. DAY LIGHT OPENING (D.L,O.) Formula MAX. D.L.O. (0 (SHORT) SIDE) ®+ ®e ®')" ® OR ®4. C ®4, "a"-3.526" MAX. D.L.O. (LONG b SIDE) Q+ ®, Q+ 10+ ®,) � 10+ ®A b"-3.526" „0„ wbw psf psf 30• 90 90 .38' 90 - co 42" 90 90 48" 90 90 54" 90 00 60" 90 90 66' 90 90 72" 90 90 78" . 90 90 84' 90 90 99" 90 90 90" 90 00 30• 102" 90 90 108" 90 90 114" g0 90 120" 90 90 128" 90 90 132" 90 90 138" 90 90 144" 90 10 160• 90 90 163' .g0 90 168' go 90 182' go g0 tab' g0 90 174" go 00 179 90 90 „Q„ „b„ psf psf 36" 9D 90 42" 90 90 45" 90 90 04" 90 ' 90 60" 90 90 se" 90 00 72" 90 90 78" 90 90 84" 90 00 38' 90" 90 . 90 96" • 90 00 102" 90 90 t08" 90 90 114" 90 90 120" 90 90 126" 90 00 132" 90 90 138" 90 90 144" go 90 160" go 90 152" 80 90 • DIMENSIONS LEGEND PRODUCTIWV188D . - • aecomplyhlgwi011hoP1111ia11 e Hulldglg Code A446,9181199 N0 • I .41, 0 "ikon Date 9C'111/W1" 1../- ••• • • • ea" JDL0 (o) L • „b„ psf + psf 42' 48• 42" 90 90 48" 90 ' 90 90 90 eo• 9D 90 ea" 7e" 90 90 90 g0 78" 90 90 64" 90 90 90" 90 00 86" 90 80 tot" 90 90 108" N4" 90 80 90 00 120' 90 90 126" 90 00 130' 48" 90 90 90 90 64" 90 " 90 60" 68' 90 90 90 90 72" 90 90 78" 9O 90 84" 90 90 90" 90 90 95" 90 90 98" B0 80 102" 90 go 108" 90 . 90 114' 0101g T41900 IIiF 80 IWT TESTING • y -'7-�1� 1 • TESTIN00411 98801 IN OgNPAN , 1A nHIe�,Eo,11w • - 00671 1 n-wl LEE: a PE • •• • •• 90 of + psf 54" 60" 83.3 83.3 60„ 68" 83,3 83.3 83.3 83.3 72' 63.3 83.3 78" 04" 83.3 83.3 83,3 83.3 9dS 96" 83.3 83,3 83.3 . 83,3 101" 60' eo" 72" 83,3 75 76 76 63,3 75 76 75 78' 78" 76 75 76 75 84" 90" 75 15 75 75 66' 72' 59, 08,2 65.2 72" 78" 63.2 68,2 95.2 68.2 78' 68.2 66.2 83" 72' 86.2 62.5 68.2 62,5 76" 62,8 82.6 04ODUCI 5ENEWE40 es amp lying 1'Oh The PMridt Bolding Cade AacptBnce No f el( Date Hy 111,11m adc Pdt'duc .Coc FLORIDA BUILDING CODE (High Velocity Hurrloane' Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS • • • • • ••• • • • • • • • • e • • ••• • • • • • • • • • • • • •• Are • • • •• •• • 4 • • ••• • • 01/u8/12 .12.004 OoAwk0 He SHEET 7 O1 = _�— MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a. "b" psf + psf — IV 76 75 24" 75 75 30' 75 75 38° 75 76 42" 75 79 48" 15 75 54" 75 75 80' 76 78 00" 75 75 72" 76 76 78' 75 75 84" 79 75 90" 75 75 18" 96" 75 75 102' 75 78 108' 75 75 114' 75 78 120' 15 76 126' 75 75 132' 78 75 138° 75 76 144' 15 75 150" • 75 75 155' 75 76 182° 76 76 108' 75 76 174" 75 75 180' 75 75 .;e obit psf I. pef - 24" 76 78 30" 78 75 38" 75 75 42" 76 75 48' 75 75 54" 76 75 60' 75 75 56" 75 75 72" 79 75 70" 75 75 ' 04" 78 75 90" 75 75 96" ' 75 75 24' 102" 75 75 106' 76 75 114' 78 75 • 120' 75 75 128" 75 75 132' 75 75 138" 75 75 144' 75 75 150' 75 78 158" 79 75 182" 75 76 108" 75 75 • 174' 76 76 180' 76 76 185" 75 75 MAXIMUM DAY LIGHT OPENING (D.L.O.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D,L,o.) Route MAX.D.L.O. .L.O. 20+ 0 ©+ CI( n n_ q 3.526" (SHORT SIDE) ©+ ®, ©+ MAX. D.L.O. 10+ 30, 10+ (b) OR "b"-3.526" (LONG SIDE) ( + ®, 0+ ..q.r ..b.. psf psf 30" 76 75. •38' 76 78 42' 7s 7e 45" 75 75 54" 76 - 75 80' 75 78 00" 75 76 72" 76 79 78" 75 . 75 30' 64' 75 75 90", 75 70 ' 96' 76 78 102" 76 75 '108" 75 75 114" . 75 75 120"' 75 75 128" 14 ' 74 132" 72 72 135" 71. 71 144' 71 71 146' ' 70 70 nan ' ion psf psi - .,36" 713 . 76 42" 76 76 48" .75 75 54" 75 75 80" 75 75 .' 85" 75 75 72" 75 75 38' 78' 70 75 84" 78 75 90" 75 78 96° 74 74 102" 89 69 108" 65 85 114" 02 02 120" 59 59 _ 123' 50 58 10B 110i. I.b" psf ..psf 42" 75 75 48' . 75 75 54" 78 75 e0° - . 75 • 78 ,85" 75 ..78 42" 72" 75 J . 75 78" 76 75 84" 76 75 • 90" 75 78 98' 89 - 80 102' 83 63 105' 01 01 AIMENSIONS LEGEND PRODUCT RBVI5BD • 94 complying with 115.91ue148 Bui88bg Cote ACOep101190T40"/'i ration Date a 7*V Ily'>l/..A.. � .. uI • MI • • -DADE C011tlli' • • •• • •• 02012 1M1Tft0 IN4. 6 C O 1Na, \ i 1111T 21r STING. 15603SO 150. NNY PA ouloen ANY e]ee • • • ,'.e.' elt0 x .•.1.nII • 1-1p1 • 58-0000719 TEA T�U T Or. P.E. e • "`�Iaw� 1%o u187 ••• • • • • • • • • • • • • • • • • . • • • • . • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ... • • ".Q . "b., psf + psf — A8" 76 75 64" 75 75 00" 76 75 48" 8e 75. 75 72" 76 ' 75 re' 76 76 54" 75 76 90" 70 70 92' 80 89 54" 69.4 89.4 80" 69.4 69.4 , e8" 69.4 69.4, 54• 72' .89.4 ' f9.4 18" 89.4 69.4 52" 89.4 89.4 60" 82.5 _ 62.5 80' •88" 62.8 62.5 72' 02,5 -82.6 74' 62.6 02.5 110nUCIAIENEWE6 .aa e0nlplying Milt the FIod9O luldln8 Code Acceptance No 15-0f!(o.01 / oILirn(Ion Date FLORIDA BUILDINO CODE (High Veloolty Hur loane Zone) SERIES 21000HIGH IMPACT FIXED LAMINATED GLASS WINDOWS molt"• 290 WIOT 70 ROM HAM. 21. 52014 MONO (208 006-OI03 PAR1 (300 659-0600 .w,u Iol.eam DRAM ten. I.A./R.L./AA 01/00/12 DAIL •Y 1 K". e. .an "-111 e01A4 • . e..t 12-004 09AWIN0 Ns 9NCL7 5 07 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE . ANCHOR TYPE NEGATIVE A,S,D, DESIGN PRESSURE RATING Cps() HEAD/SILL . JAMB CONCRETE OR BLOCK KROA&gp/I) ( ULTRACON(� 75 or .less 9" O.C. 12" 0,C. > 75 up to 90 9" O,C. 11 1/2" 0.C. > 90 up to 130 8" O.C. 8" O.C. > 130 up to 154 6 1/2" 0.C. 6 1/2" 0.C. WOOD ( WOULTRACON 1/4"0 ® 75, or less 9" O.C.:.. 9 1/2" 0.C, > 75 up to 90 8" 0.C. 8" 0.0. > 90 up to 130 5 1/2" 0.C. 5 1/2" 0.C. > 130 up to 154 4 1/2" 0.C. 4 1/2" 0.C. METAL (see Note Eo/t & 9t h) 1/4"0 TEK SCREW 75 or less 9" 0.0. 12" 0.C. > 75 up to 90 9" 0,C, 12" 0.C. > 90 up to 130 8" 0.C. 8" 0.C. > 130 up to 154 7" O.C. 7" 0.C. • • PRODUCT RBVISBD • n9 complytne with the Florida • • BungmgCodo • Acceptance No B ..uollo DM* Byy Mlied iG g/7, 1d M I—DADE CO*4 1' • • ••• et\ 3 L *. • • 111 11. ma • • CONT. ALL AROUND . SPOT WELD, • ER-4043 CONT. ALL AROUND NOTCH (TYP.) TYPICAL CQRNER FRAME goNNEprioN. (TOpe& 8P TOM) SOME 3/4"cl" (2) #8 x t" pH S.M.S. 09912 Tnt000 IRO 75 ;*/: / L E* 4L ECOrnc STATW O15 :LW TOTING &.'kN81NkERINe COMPANY �` ff M.N. 96U. N,. 10d. MaONa n ddlas • • a1C ,A''.; • _ • ? L(1 • wdN,.,' �; d'0a°,,,e'4an"' Ni -'I al e • • " E8-o00871 e • WTER�{. DWT P.E wl i• •i"�/// ( ••• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • SCAL5 3/4"bf" RODUC NIENE%YE.D as complying with the Florida !Willing Cods Acceptance No t50116.01 Cx drnllon Date Fib. 1'1, X020 h1hn PRd9P �'uct, 'p , FLORIDA BUILDING CODE (High Velocity Hurricane Zone) "LA MI SERIES 21000 HIGH IMPACT FIXED • LAMINATED GLASS WINDOWS E�pppp 'Ear 78 ROM HOLUM. R, 33014 PIIONEI (305)959-0103 Pm 305 559-9955 04 k.5g0oa5 A" ." D aa" �.a�'/ marsan .N$ ",-NI uN AANAs NV.14 ate OPAYM tnl 1A./A,9./11.0 9i/99/12 CAte '12.004 088140 Ns SHUT 9 Or 9