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WS-15-2384 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243788 Permit Number: WS-9-15-2384 Scheduled Inspection Date: October 22, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: COLLAZOS, NEY Work Classification: Window/Door Replacement Job Address:60 NE 99 Street Miami Shores, FL Phone Number (305)756-0003 Parcel Number 1132060131060 Project: <NONE> Contractor: FOUR BLR DOORS CORP Phone: (305)776-2443 Building Department Comments REPLACING 10 EXISTING WINDOWS WITH IMPACT Infractio Passed Comments RESISTANT. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 21, 2015 For Inspections please call: (305)762-4949 Page 11 of 55 AAA S �" 04 \ �` ftR s�!°Rpt t Miami Shores Village , 10050 N.E.2nd Avenue NE ..r Re rn Miami Shores,FL 33138-0000 aF—dab Phone: (305)795-2204 toRi"vr. Expiration: 04106/2016 Project Address Parcel Number Applicant 60 NE 99 Street 1132060131060 Miami Shores, FL Block: Lot: NEY COLLAZOS Owner Information Address Phone Cell NEY COLLAZOS 60 NE 99 ST (305)756-0003 MIAMI SHORES FL 33138-2339 Contractor(s) Phone Cell Phone $ 12,563.00 Valuation: FOUR BLR DOORS CORP (305)776-2443 _.. . . Total Sq Feet: 0 Type of Work:REPLACING 10 EXISTING WINDOWS WITH Available Inspections: No of Openings: 10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.60 Invoice# WS-9-15-57138 DCCAA Fee $3.00 DFee $3.00 10/09/2015 Check#:809 $ 185.80 $50.00 Pool Education Surcharge $2.60 09/18/2015 Credit Card $50.00 $0.00 C, Permit Fee $200.00 MIP � r w r. Scanning Fee $9.00 Technology Fee $10.40 Total: $235.80 , 1, In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I a 'sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEC IC�,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNER FF D VIT 111111 I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ti g. Futhermore, I authorize the above-named contractor to do the work stated. October 09, 2015 ` Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 09, 2015 1 002776. 7,77 OUT a� �Ir IV�ii�rr►I»�'i� � ' o�u1tl� State Th115 S. r Of ��irid� + 'r t A BILL QO'Nltl'fPAV NO rz , 52Z8' 4 5 . w X59 : fit. Ull IKES FL 33Q14, 4$ xy` Muse bs di0gfa ai If b � ('tirgllanttrrltquniy Gpo Chdptgr BA,,-Art.9'8710 OWIVf3R SEC.TYP1E OF 13U8i1Wf3St6 �011R, LI2 DpONS COMP 196, GENERAi.DUII.1?IN(3 CoN,PACTOR PAYMENT RECE11/Bp, Wt�rker(s) 9 C(iC15?.3Q6g 13Y TAX COLLECTQq $45.00 09/12/20'15 Tins 'GREDITCARI)-15-045�(if3 rbl6aairwss o ° quya►eat tNo;L l DusiuosV TON. no Nocoiptls nel a 1loouse, NBrxiNi.ol'llconllivaflohtiitbe 8 0►poeoula!rt1 ►y hon wp 5. Hohior 1►URU aP l►lY WNII ally govornnwrNul or rrulAta la The RECEf !►pNl►t to the boylhddQ�; p1'NQ.shove muss be on all COMANrcial vehicles-Miaw Ulalie' For*Of ' 38o-Ba-27G. Iah►naetieu,Vises M/4lffN,IHlR111N11111V,lfOgltaxClIII9,QlVP A��® DATE(MM/DD/YYYY) � CERTIFICATE OF LIABILITY INSURANCE 10/6/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER SUNZ Insurance Solutions LLC ID: (Essential) NAME: Jennifer Hau er c/o Essential HR, Inc. dba First Star HR PHONE Exth 972-404-0295 1 A'c No): 4455 LBJ Freeway, Suite 1080 E-MAIL 10, Dallas, TX 75244 ADDRESS: ennifer.hau er firststarhr.com INSURERS)AFFORDING COVERAGE NAIC 0 INSURERA: SUNZ Insurance Company 34762 INSURED INSURER B: Aspen Re-London-Best Rating"A" Essential HR Inc FirstStar HR INSURER C: Catlin Syndicate-Lloyds-Best Rating"A" 4455 LBJ Freeway INSURER D: Brit Syndicate-Lloyds-Best Rating"A" Suite 1080 INSURER E: Dallas TX 75244 INSURER F COVERAGES CERTIFICATE NUMBER: 26835973 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR L B POLICY EFF POLICY TYPE OF INSURANCE POLICY NUMBER MWD MMfuEXP DDI RLIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ -DAMAGE TO RENTED-- CLAIMS-MADE 7 OCCUR PREMISES Ea occurc n $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 7 PRO- CT LOC PRODUCTS-COMP/OP AGG $ JE OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a eca en ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ E= RETENTION$ $ A WORKERS COMPENSATION WCPE0000018403 10/1/2015 10/1/2016 / STATUTE ERH AND EMPLOYERS'LIABILITY YIN WCPE0000018402 10/1/2014 10/1/2015 ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED' r_1 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 if yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Coverage provided for all leased employees but not subcontractors of:FOUR BLR DOORS CORP 11467 SW 235 ST Effective date:10/1/2013 Lic#CDC1523069 CERTIFICATE HOLDER CANCELLATION 61500013 Miami Shores Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami ho 2nd Ave 9 p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE trw Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 26835973 1 1 Master Certificate I Todd Trowbridge 1 10/6/2015 3:24:52 PM (CDT) I Page 1 of 1 Miami Shores Village Building Department SEP 1 205 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 I, INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (1--1 BUILDING Master Permit NoWs(s:5-03 8 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP _ CONTRACTOR DRAWINGS JOB ADDRESS: ( C �) � L I I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ��1�1� l J I -) I Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): —1 ��Z Phone#: Address City: l Y Ci 1 State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: "( c"\ Phone#: Address: L�1 1�' I`j-1 '�jjt City: M( 41� �I�ol S ( .� r State: Zip: Qualifier Name: Phone#: State Certification or Registration#: - } C (C% I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �) Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Demolition Desgription of Wolk: �,j�� h a�� i V X1 Specify color ofcolorthru tile: Submittal Fee$ v -cb 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$ ! 00 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap r ved d a reinspection fee will be charged. ,y' 7 `Signature Signature vyL(i' JJJ,s��1 ._ OWN or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this da of ` � '( t1� �� 20 � b i , y • �' 1� Y day of 20 by l V G L who is personally known to I� �l I'i iy lfy o is personally known_�o_._._- me or w o has produced V\' , as me or who has prolduced as identification and who did take an oath. identification and who did take an oat NOTARY PUBLIC: NOTARY PUBLIC: (/ 1 ; Sign: - Sign. f f� Print: I i I Print: Seal: ter►� MANAARRIETA Seal: ,tw;:! ��ARRIETA MY COMMISSION i FF 184276 * * MY COMMISSM FF 184276 * * EXPIRES:December 17,2018 EXPIRES:December 1y7,2018 APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 5 da- i . . OFFICE OF THE P RAISER. Detailed Report O Generated n:9/14/ 015 e 2 Property Information Folio: 11-3206-013-1060 Property Address: 60 NE 99 ST Owner NEY 0 COLLAZOS 9 T S4174. Mailing Address 60 NE 99 ST ' MIAMI SHORES,FL 33138-2339 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNITOr Beds I Baths I Half 3/2/0 Floors 13 Living Units 1 Actual Area 1,961 Sq.Ft Living Area 1,494 Sq.Ft Adjusted Area 1,694 Sq.Ft Lot Size 5,750 Sq.Ft Taxable Value Information Year Built 1972 2015 2014 2013 Assessment Information County Year 2015 2014 2013Exemption Value $50,000 $50,000 $50,000 Land Value $109,388 $109,388 $74,968 Taxable Value $127,915 $126,5031 $123,895 School Board Building Value $125,763 $123,467 $124,424 Exemption Value $25,000 $25,000 $25,000 XF Value $1,048 $1,061 $1,073 Taxable Value 1 $152,915 $151,503 $148,895 Market Value $236,199 $233,916 $200,465 City Assessed Value $177,915 $176,503 $173,895 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $127,915 $126,503 $123,895 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $58,284 $57,413 $26,570 Taxable Value $127,915 $126,503 $123,895 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disdaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/14/2015 Property Search Application- Miami-Dade County Page 5 of 5 OFFICE RF THE PROPERTY APRAISER Generated On:9/14/2015 Property Information Folio: 11-3206-013-1060 Property Address: 60 NE 99 ST Full Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 5 BLK 8 LOT SIZE 50.000 X 115 OR 19522-0244 02 2001 1 COC 22068-4510 02 2004 4 Sales Information Previous Sale Price OR Book-Page Qualification Description 02/01/2001 $145,000 19522-0244 2008 and prior year sales;Qual by exam of deed 08/01/1989 $89,000 14219-3075 2008 and prior year sales;Qual by exam of deed 10/01/1984 $67,500 12312-1971 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/infoldisclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 9/14/2015 Four BLR Doors,Inc. 5743 NW 15Street Contract Miami Lakes,,FL 33014 Phone:(305)456-7460 Fax:(954)239-9684 • DOOR i Bill Ship To: Ney Collazos/ David Wright Four BLR Doors, Inc. 160 NE 99 Street 5743 NW 159 Street Miami Shores, FL 33138 Miami Lakes, FL 33014 YOUR P.O.#: ITERMS: DATE: September 3, 2015 25% Deposit, 50% material on site, 20% installed;5%final inspection ! j Four BLR Doors to supply and install PGT WinGuard windows 8 ' ` �--White Frames, Insulated glass, LowE. Full View. Impact Resistant. indows gpopseKdo not require shutters. (Price includes all material, tax, and labor for installation. $12,563.77 f Exterior Stucco patch and caulk included. j I j 1Permit Fees for City and NOC filing for county. TBD i ***Please see attached material list for sizes and quantities*** ! ;Total i$ i t Engineering fees might apply from the city, if this is the case we will Pass it directly to the customer. i a. ZVI 2c{ !Deposit I $3,140.95 � ontact: Ney Collazos 305-798-3987 or David Wright 917-941-1268 (Materia) $6,281.89 Installed $2,512.75 i ** Final to include permit and NOC filing fees ** Final $ Notes PGT Warr my will be provided for all material. ! i Four BLR Doors warranty all installations for a period of 1 year. i 11. Accepted By: Date: i I � Four BLR Doors, Inc: Date: i Property Search Application-Miami-Dade County Page 1 of 1 *tea � OFFICE Summary Report Generated On: 1/2/2015 Property Information Folio: 11-3206-013-1060 Property Address: 60 NE 99 ST Owner NEY O COLLAZOS Mailing Address 60 NE 99 ST NE ' 9TH ST MIAMI SHORES,FL 33138-2339 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1Ar Living Units 1 Actual Area 1,961 Sq.Ft NE 98TH ST Living Area 1,494 Sq.Ft Adjusted Area 1,694 Sq.Ft Lot Size 5,750 Sq.Ft Taxable Value Information Year Built 1972 2014 2013 2012 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 Taxable Value 1 126,503 $123,895 $120,989 Land Value $109,388 $74,968 $64,360 School Board Building Value $123,467 $124,424 $141,086 Exemption Value $25,0001 $25,000 $25,000 1 0611. 1 XF Value $ $ , __ _ . .__.._ 1 073__._._ . __.___ 249 $_______ Taxable Value 7j151,5031 $148,895 $145,989 Market Value $233,916 $200,465 $206,695 City Assessed Value $176,503 $173,895 $170,989 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $126,503 $123,895 $120,989 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $57,413 $26,570 $35,706 Taxable Value $126,503 $123,895 $120,989 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 OR Book- Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price Qualification Description School Board,City,Regional). Sale Page 02/01/2001 $145,000 19522-0244 2008 and prior year sales;Qual by Short Legal Description I exam of deed MIAMI SHORES SEC 1 AMD PB 10-70 08/01/1989 $89,000 14219-3075 2008 and prior year sales;Qual by LOT 5 BLK 8 exam of deed LOT SIZE 50.000 X 115 10/01/1984 $67,500 12312-1971 2008 and prior year sales;Qual by OR 19522-0244 02 2001 1 1 1 exam of deed COC 22068-4510 02 2004 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/2/2015 ' FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 mph ', Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED 1' WIND PRESSURES IN P5F WIND PRESSURES IN PSF 170 MPH VELOCITY- EXPOSURE C 170 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positivel Negative z4&z5 z4 z5 z4 dt z5 z4 z5 z4&z5 z4 z5i z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58. 48.2 52.3 64.6 21-30 1 40.0 1 43.4 53.4 1 43.7 47.4 58.6 1 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66. 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69. 56.6 61.3 75.7 51-60 46.3 50.2 61.8 50.6 1 54.9 67.8 51-60 53.4 1 57.8 71.2 58.4 63.3 78.2 LOCATION BKOWARD COUNTY, PALM BEACH AND OTHER LOCATION BKOWARD COUNTY,'PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY- EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positivel Negative Positive Negative Positive Negative z4&z5 z4 z5 z4 dt z5 z4 z5 z4&z5 z4 z51 z4 dt z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62. 51.1 55.4 68.5 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70. 57.6 62.5 77.1 41-50 47.2 51.2 63.0 51.6 .56.0 69.1 41-50 54.9 1 59.4 73.1 60.0 65.0 1 80.2 51-60 49.1 53.265.4 53.6 58.2 71.8 51-60 56.6 1 61.3 75.5 61.9 67.1 82.9 LOCATION MIAMI-DADE COUNTY LOCATION MIAMI-DADS COUNTY EXAMPLE EXAMPLE GENERAL NOTES: • • •••• •••••• • 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLA66119G?HL&RICANF •• • SHUTTERS.IMNDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DEMN••• 669690 PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS,INFORMATION BE VERIFIED BY THE CITY 4UMCV&S. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGIM@12"TRE SIGNATURL• • • AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCFajFWUBLICAT&0N. • • • 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES ORA SITE SPECIFIC LNALUAT}ON IS RG• ••••• BY THE CITY OFFICIALS. 0000 • • 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spacedill"A tion havirIig"jiloe• ••••• of single family dwellings.For building<=30ft exposure B prevails in the upwind direction fora distance greater than 150011t.,Fybutldiiil 30ft exposure Is •••••• prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.Based on the�Bi VHZ,use • •• Exposure C when building is located in Exposure B • • • • 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open country aNd grassldhds.Explurl��• •••••• will apply when exposure D and B do not apply. • • • • • 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a ctstan(%gf aterthan J0011f� •••••• or20 times the building height,whichever is greater I *• • • • i • 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. •• • 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) 10-DIRECTIONALITY FACTOR Kd=.85 end Directionality Factor) 11-TRIBUTARY AREA:10 SCIF 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. RaaF Slope Z E N G C O,Inc. Z51 Z4 Engineering Services•CA 8116 Z4 I t IZ5zsl « \T SEP 1 1 2015 I MEaN Roor 0� 5595 Orange Dnve 2(`I B,p \"EIGHT 4 , 1 DAME-FLOkI0.4 333 I a Tel:(954)585-0.304 a <=BW x 0.1 or a <=h x 0.4 E-mad:Eng,°@AoLxc , PEDRO DE FIGUEIREDO BW less or equal than BL iPE 52609 a must not be less than NOT VALID W/OUT SEAL a=3feet or a=0.04xBW 6/2_'12015 MIAMFDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vrww.miamidade.uovleconomv PGT Industries 1070 Technology Drive North Venice,FL 34275 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 V to ' ricane Z DESCRIPTION: Seri '1HR-710"Aluminum Horizontal Rolling Window-'L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled ` lum. Horizontal Roller Windon.linpact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufaLtwrm*signed..... and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product.0on1rol Revision stamp . with the Notice of Acceptance number and expiration date by the Miami-Dada 6gwAy Prodtiot•tontroi••• • Section. •••••• • 0000.. MISSILE IMPACT RATIN :Large and Small Missile Impact Resistant. • 0000.. 0000 . 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's a pr logy;C�h'a stag,• •• model/series, and following statement: "Miami-Dade County Product Control Apptofed", unleSS otherwis8'.•;' noted herein. :":': ' '. . . . . 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed and t&6feftAs been . no change in the applicable building code negatively affecting the performance of tlxs product. .• :•: :0000: 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 and renews NOA#11-1114.04 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. NOA No. 15-0519. / MIAMFDADE C Expiration Date: ecem er ,2021 -� 7/101415 Approval Date:.July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum.Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by arlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9 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 9999 6)Forced Entry Test,per FBC 2411.3.2.1,TA$202-94 ..........• ••• •• along with marked-up drawings and installation diagram of an XOXaluminum. .' horizontal sliding window,prepared by Fenestration Testing Labat tory,Ine;•'lest ••••e• Report No. FTL-4858,dated 03/08/06, signed and sealed by EdMdAdo Larga6s�ada, :9 9 9 9: *fee . 9 9 P.E. . . 9000.. 9999 . 9999. (Submitted under NOA No.06-0405.06) ' 9999.. .. . 9999. 3. Test reports on: 1)Air Infiltration Test, per FBC,TAS 202-94•••••" ••• •••••• 2)Uniform Static Air Pressure Test,Loading p&FM TAS 202-94 '. 3) Water Resistance Test,per FBC,TAS 202414 .' ;•••:• ;•• •; ..4) Large Missile Impact Test per FBC,TAS 01.94: 9 .99 : 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 sees 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of ars XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re ,P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-1 I i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterIayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amlerica,Inc,for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t6 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015; issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. . 0696 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenmetra'tion •••••• Testing Laboratory, Inc.,dated 07/18/07, signed and sealed by E'arlds S. hook P.E. •. (Submitted under NDA No. 07-0815.09) "00 00 00 00 00 00" 4. Laboratory compliance letter for Test Reports No..FTL-4858 xW FTL 485% issued"": by Fenestration Testing Laboratory, Inc., dated 03/08/06,'stgxed ani"sealed by-:--. Edmundo Largaespada,P.E. ••;••; 4,••*• see** (Submitted under NOA No. 06-0405.06) 00 ' 00 09" 0000.. G. OTHERS 0000" 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their jerios; • "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved on 02716h2 and expiring on 12/21/16. Man el P e ,P.E. Product Control IbAminer NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.5MS'LAMI CONSISTING OF(2)LITES OF V8"ANNEALED GLASS WITH A.090"PVB'INTERLAYER • or SAFLEX PVB INTERLAYER BY S.5116"LAMI CONSISTING OF(1)LITE OF U8'ANNEALED GLASS AND(1)LITE OF 1fi'FEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER. FASTMAI CHEMICAL COMPANY C.5/16'LAMI CONSISTING OF(2)LITES OF U6'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. D.7116'LAW CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A.090 'PVW INTERLAYER. E.7118'LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH AAW A.090TW INTERLAYER NOA DRAWING MAP F.7118"LAMI CONSISTING OF(2)LITES OF 3/18'HEAT STRENGTHENED GLASS WITH A.090'-PVB"INTERLAYER. SHEET G.13/16"LAMI IG:(1)LITE OF 1B'OR 3118"ANNEALED(MIN.)GLASS,5/16'OR 318'AIR SPACE AND 5/16"LAM GENERAL NOTES.. .......I CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"PVB"INTERLAYER GLAZING DETAILS............2 DESIGN PRESSURES H.13116'LAMI 10:(1)LITE OF V6"OR 3116'ANNEALED(MIN.)GLASS,6116"OR 318'AIR SPACE AND 6/18"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS................_...4 OF 116'HEAT STRENGTHENED GLASS WITH A.OW TW INTERLAYER. VERT.SECTIONS..........._5 HORIZ.SECTIONS............5 1.13/16'LAMI Ki:(1)LITE OF 116'OR 3116'ANNEALED(MIN-)GLASS,6116`OR 3B'AIR SPACE AND 5116"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.OW-PVB"INTERLAYER. EXTRUSIONS..................•7 CORNER DETAIL....._......5 J.13116'LAMI IG:(1)LITE OF 118'OR 3116"ANNEALED(MW.)GLASS,3116"OR 114'AIR SPACE AND 7116'LAMI ANCHORAGE.._................8-11 CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.09V?VB"INTERLAYER K.13116'LAMI IG:(1)LITE OF 1/8'OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1M'AIR SPACE AND 718'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER L.13/16'LAMI IG:(1)LITE OF 1/8"OR 3116'ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116'FEAT STRENGTHENED GLASS WITH A.090-t'VB"INTERLAYER 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. QF B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/356 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRODUCT RBVISD a complywa whh do F'Iwws S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. R"� . I 0 o ' Daw 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOV1'S Dy 0 ANSUAF$PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL &THIS PRODUCTH S BEEN DESIGNED 6 TESTED TO CC$0WLY.VpV-QJE FQU rEMF•NTS OF Vf FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY AHURRICANE ZONE(HVHZ} • • • • • • • • • �� i, A • • •A• • • • • • �� N.(LYNN,Iq1{/ i 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS ty.PES 6 L w�L,,4 4V[:A IPCERES 6G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. \`'��.•��G NSG '.FP •• ••• •• • • • •• 'Lt •'•K' -it•' No.58705 W • • • • • •WM" '"� '.. NATE f : I � LAL nuns 1 F WMaw 4)f6C L"M7E• • •6ee •• ,�,�cRwoLo'�r DIn� GENERAL NOTES 'Oo FIOR�O? J,L iN17nf E t7iCCY0f000DEf�tAAIOE • •• • • YVENCE.vi•7ai =1 " ' • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ',SSIONA�- , J.R. dmf D AwwwCAp-row rmw #3WrNp7E. P.o.BQJ(ts� wrroe ure • ar+sw ALAN ar« NolcoMls,FL a I9rtby Bsaar �� ^I 1 +11 4127-10 F REM SSM FJ4 22" rMA419RStlB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • KURARAY BUTACIT PVBINTERLAYER or SAFLEX PA INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY aEXTERIOR INTERIOR 53 GLASS 55 GLASS BITE (ALL SECTIONS) 51 60,61,62 51 63,64,65 V8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/6'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'NOM. 7116'LAMINATED 5/ LAMINATED GLASS 7/18"LAMINATED GLASS 21 50 21 50 1/2"NOM. 112"NOM. 59 GLASS SITE 59 GLASS BITE 52 52 PR0DUCrREVIWM 66,67,68,69,70,71 mamplyirg with Mie FiMde 72,73,74,75,76,77 Bn;ldi„g Code 118'ANNEALEDORHEATSTRENCiTHENEDGLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS mtia�Owe .090 PVS INTERLAYER .090 PVB INTERLAYER 9y t/8`ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS odv<1 5116'LAMINATED 7118"LAMINATED 5118"OR 3/8"AIRSPACE 3116"OR IW AIR SPACE 1/8"or3M8'ANNEALEDORTEAVEREDGLASSQp - _-- - -- WOR ANNEALED OR TEMPERED GLASS� 131t8"NOM. 13118'NOM. * i ••i i i i i i 13/16'LAMI IG GLASS W/7/16"LAMI \ �y LYNN q/ll��i�� 13/16"LAW IG GLASS W/5/16 6AMI •• • • • • ••• • a1�•.• ..... •.Fp ` 7(' No.50705 ®FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.GLASS TYPES G-L SHALL HAVE A TEMPERED LO.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. = R • ••• • .•• •• c =-� 7/7- )5 :141 11N. bht/!6 F REV18!? Wn9UAY� • • • • •• • %PU STATE • • • • toT•TECF�LC�YL�IVE GLAZING DETAILS ;�`�,•..,FLprauP.•',�j, J..L fAY7Jf1 E NOC7NH(QET?B88NgT • •• • • IFiIEMCE. >r �i�S� •• • • •PA-86X 152 ALUM.HML70WAL ROLLER W/NWW,WACT �, /ONN- JR O W1 0 AO W10CAP7VRETI 4118WO +Wff 07E �,,''11 NOKOWS.R 31274 �jj�&rpr ALYNNMP.E FX 2fAW NR710 FuAI 2 + 11 7`4127-10 F P.Es5s7a5 • • • • • • • • • • ••• • • • ••• • • TABLE 1. ' XOX(114,112,114)FLANGE OR INTEGRAL FW WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" 38 318" 48" 50 618" 64" 80" 83" 84" A,B,G,H +60.0 -60.0 +60.0 ' -80.0 +60.0 1 430.0 +60.0 430.0 +60.0 -60.0 +60.0 -60.0 +60.0 430.0 +60.0 1 -60.0 Q A,B,G,H +60.0 430.0 +80.0 430.0j 0 -60.0 +60.0 X0.0 +80.0 430.0 +60.0 430.0 +58.8 -58.8 +56.21 582 D FOR INSTALLATION IN 108 S/8" A,B,G,H +60.0 4�.0 +60.0 -80.0 0 430.0 +60.0 -60.0 +60.0 430.0 +60.0 430.0 +55.2 -55.2 +62.3 ' -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 60.0 +60,0 80.0 0 430.0 +80.0 4�.0 +80.0 -60.0 +60.0 80.0 +54.6 -54.6 +51.7 ; -51.7 FT GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -W.0 0 430.0 +60.0 4;0.0 1 +60.0 ' 430.0 +59,5 -69.5 +53.6 -53.6 +60.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP U TO 111 C,I +60.0 ' AND ANCHOR QUA TITY UP TO 111" J'K L' +75.0 1 -75.0 UNCHANGED,REMAIN UNCHANGED. TABLE 2 XOX(118,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WISAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7118" A'B'C' G,H,1 +60.0 1 430.0 D.E TO 86 7116" K L' TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WI TH TYPE 36" 38318 48" 50 518" 54" Sr 63" 80" A,B,G,H +75.0 -75. +75.0 i -75.0 + .0 -76. 5+75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 ' -75.0 88" A,B,G,H +75. - .0 +76.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +74.21 -74.2 +70.2 1 -702 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +69.6 -N.6 +65.2 1 -65.2 m ompiyin �Cr g vvM din m umptke Fluids 74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 A 1 -05 WOq 1 UP TO 74" C,D,E,F, +75,0 -75.0 l I,J,K.L ne rr"duct GLASS TYPES:TEST REPORT FTL4858()a?X),FTL4869(OX&XD)AND FTL5330 A.5116"LAMt--(118"A,.090,118"P4 - _ _ G 13/1(r LAMI r,1/Ir at 3118"A j&Kj 6/16"OR 3/8"AIR SPA &IV'LAMI- 090,1/8"A) B.5/18C1A106 X118 !S.09D,1/8"Hyl) 1utE4" aMl K1-118"OR 3116"A(M1N 6/1 0901/8"H�S� ` • •• C.51&6"LAM :(1/ jS„09oj4r Is: 13/18"LAMI K;-118"OR 3/16 A(MIN.},5/16"OR 318" i- i S .o9o,t/8"Hs `\>>��pN�`cYN•�..Zees�,/ D.7/1�4-AMr+(3/Z6".A,.UO,3tt13';A) '• J.1311 I IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116 LAMI-(3/16 .090,3116"A} E.7/16"LAAAI-(3/16"A,.0%0,3�,e H$}• K.13/16"LAMI IG-1/8"OR 3116"A(MIN.},3116"OR 114"SPACE,7/1W LAMI-(3/16"A,.090,3/16HS) IJo.soros _ F.7/16"LAMI-(3/16°HS,.090,3116"HS) L.13/16 LAMI IG-1/8"OR 3/16A(MIN.),3/16-OR 1/4"SPACE,7/16"LAMI-(3/l6"HS,.090,3✓16"HS) - �I -* - ' t d F ne�asr • `�`" '�' STA e r 40701ECH+o►oor omVE DESIGN PRESSURES _ ;0�, /ry • • N.VEMCE.R3o s . A ••,•(04240•. `G.; dW t dlcwPT �urFJac +aoFrMotiR P.o.eox,sso ALUM.HORIZONTALROLLERWINDOW IMPACT NOKOM.834274 W$Ab&BaaFtlafO �- 17 F PJC ymm Z &W N75 - a LryE�d�. ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • i 27 318" 27 318" 27 318" s MAX.DLO 54 5/16'MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D lom B g B B 1 X O X X 0 x— _ ,+ 110'MAX.WIDTH I.F.FRAME 85 7116'MAX.WIDTH I.F.FRAME—� —111"MAX.WIDTH IPLANGE FRAME 7116'MAX-WIDTH FLANGE FRAME DETAIL B-XOX(114-1/2-1/4) DETAIL C-XOX(113-1/3-1/3) NOTE: 33 9MW MAX 33 9116•MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED c DLO VENT 7. — 83"MAX SEALANT OR GASKET FLANGE I A FRAME 66„ CONFIG. ALL 57 3/8"MAX. MAX F.FRAME wmpROoyTNBVISED DLO ALL DLO ALL annH wilb Fes'Building CodaFIXED VENTS 62MAX Am oen No LITES I.F.FRAME ian�ALL CONFIG. � PoDbit •• •: • • • :9! FRAME IYNN • • I• • • • • • •• •• III oc • rr w • 71!M.WIDTH I.F.FRAME VIEW D-D 74-MAX. `�' No.5x705 ' (FRAME CORNER CONSTRUCTION) • NfR/►B ETAII A-O�®R O .. XO ��D(��•,(-t.. F7ATE Of • ELEVATIONS1070 t TECHNOLOGY DRIVE <ONfDF;.••to • V 1M7/!7 ■ • • • N.VENICE.FL3N275 �` •• .. ALUM.HORIZONTAL ROLLER WINDOW IMPACT % ��/t�P1A1 � J.R. Zawl O M7CI=ANOE7Fg8�#kT • P.o.BOX108 Nra.N.Ne rr a •waty. ALGiMM�ILh.wP.E. NOKOMIS.FL 3W4 iR7►bb Btltar NR7fo NTS 4 s 11 4127-10 F P se7o5 FJC 22MV JJ INTERIOR 37 32 35 22 39 1 22 16 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO }►— MAX.FIXED DLO MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 3532 37 HEIGHT 39 FLAME FRAME MAX. VENT Dlo Q 16 MAX. FIXED DLO is 22 , � MAX.FIXED DLO —� MAX.VENT DLO 43 r MAX WIDTH(I.F.FRAME) 21 EXTERN SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 ,- - - •••• ••••••• ••••• • • • •• •i•••• 7 2 4 2 1 22 PRODUCT NP�E0iVIISi E l D2 4 2 c..Plyig.ithfti iF iMml�id�s L 12 8 EXTERIOR INTERIOR Ac �: 01% 7 12 21 EXTERIOR NERIOR LYNN C-C 10 • 10 42 No.X6705 N HEAP � SECTIOSILL I _ • (VELRJICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) :• '7 IS. 67 •..rr • • on.Yrs 'S'ON sT C ~5R SECTIONS T '•.•F:(OR10P•' I HM71f i ALUM.HORIZONTAL ROLLER WWDOW IMPACT �,, of�n� I& #awl D NO q=AWE71N8 • P.o.sgx u2• s.rrr a. re ""- I r� Il NOKGMI%FL 31274 V8 BMW A L I+(�P.E. FK 2 Jul iorno Heft S 77 4127-10 F Possa2os • • • • • ••• • • • •• •• • • • ••••• ••• • • • ••• • Ad A Q x gv__ iLE Y 1. °o Dov '�� y U v �& a. m~ � �/!/r„it•.,.,� cc MAC LL 6t56 666 o � LLI 0 LLI� V N z a4a�e�� < ESBSa< e � a LL LL a < to �bFeQ «:oc� eT^i � O LL � LL W ~ a a�e�i .7i aa'e�s .'Sat N �~ y budcytyc5ddt�' ddb' � 8 va,v°9 � -� 3 . . . _ _ 01-11_ x g: as a aa �,; a as a as E, a « a � < •cq < Q � a �o �, < cea aaa < � �„ �on neve a w1F � � �F 0 01 CO16 C6 1 00 tD 'co fo 6a _ Q • • •••••• 0g ?sLZ � � `' $ 25 .,..s• (� z p a a. • k x < i�tFh < � z � � r�i� " "' il �i} j N NN • � aas � aa ° Q a � � 3 "4 � d � � dd ss � ...•.. Q Q t7aq A aaaaQU � � r � F . q • -+ N of Q �O " oo � � � � :�: � ."., �.' 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V9TNIW)V.9LIENOA/L-OIIWV7.9NCL'0 f,4►ZO4+Z0+t E L+zO+L+ZD+L C L+ZD+L+9VS3NC1Z Ott 6 L+ZO+L+zD+t E1L+20+1+2;►+[ 4Z9'OC (SHALR O SHANE)-IWV79t/L'd (SH9LR'060'V.9LR)-IWV19L/L'3 f L+ZD+t+ZO+L fi NLO+t+ZO+t E L+LO+NZZD+t E L+ra+t+zD+t 4 L+ZD+t+CD+t 000'9► 'a39WHONnNIVW38A111M/(1DNOHOW (VALR'060'Y.9LR)-wwi quL'a z t+ZO+L+ZD+t ZjL+ZD+L+ZD+1 Z L+ZD+L+LZO+L Z t+zO+t+ZD+L Z t+ZO+t+aD+t M-11Cx92['¢9 aw da 3H1 H108'dV'J SSVio*En a3N3dW31 (SH.9/L'0erSH 44)-IMI AL/S'O ` � � V3AVHllVHSI-'JS3dAlSSV'1`J'ld (q-wL'060"VAJL) wwl.9L/S'S Di DOE 3/W8V ZFlAH 3H1 NI NOI1VIWISN1 NOd (V ML 060'b A/t)-IWVi.96/9V ji 1115 4 aY3H TVs 9 avam � 7769QYM i list aY3H � IIIS'9 OV3H azo AMXV M® :S3dAl SSVIS T +• w 4163NQZ S3NOZ S3NCIZ NLVlilfa119 V (49)SM3VOS 1331S ZLA-C X3-L+313NO YSS OO13.Y/t-Z SNODdV-LOOl9.4/L-L ONO3•1 DNOO'L I OOOM'E L ONOD 1 ON00'Z a00M'£'L cadu>OHMV :S3dA.LNOHONV 'L - l'X'f'd'3'0 S3dAL SSY10 1'H'0'0'8V MAL 68010 :S310N y 379V1 SMOaNMA wvzr"it XOX'S3LLumno mm:)NV ANCHOR QUANMT IES,XO 8 OX WINDOM TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,FAJ,K,L 1.ANCHOR TYPES: ANCHOR TIME 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONIC 1,CONC 1-1/4"ELCO TAPCONS 2-114'ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(05) 6 SUBSTRATE ZONES ZONES ZONES ZONES ZONESZONESZONES 2.GLASS TYPES: 1 A 5118"LAMI-(1A7'A 090,1/6'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE 0) g to .6 i odt t7� t')I 8.5!16'LAMI-(1�"A..090,I V HS) FT,GLASS TYPES G-L SHALL HAVE A V -0 _otl _.0 ' _ ' _.6 _.>f -� C.5114"LAMI-(1/8"HS..090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 975 +132+1 2 0±02+1 2 1+132+1`s 2 1+132+1 2 1+132+1 2 1+132+1 2 D.7116-LAMI-(3116"A..090.3MW A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118"LAMI-(3116"A..090,3116`HS) 46.000 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 F.7AW LAMI-(3/14•HS.AM,3114'HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 F 3 1+C2+1 3 1+C2+1 3 LSI IG-1/6" (H 13/16' 5"A MIN RACF�S(�,LAMI- is Vis"a 090 i!6"HS 54.000 1+C2+1 3 1+432+1 3 1+C2+13 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 IG-I OR 3/1 J,516 OR 318 SPACE,5114 LANA Iva ns,�ao-Fre nsl 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+132+11 3 1+C2+1 3 1+C3+1 3 J.13/16"LAMI IG-1/8"OR 3/18'A(MIN.),3116'OR 114"SPACE,7114"LAMI-(3/16"A,.090.3/18"A) K.13/i6"LAW IG-1/8"OR 3116'A(MIN.),3/16'OR 114"SPACE,7/16'LAMI-(3/16"A,.090,3116'HS) 63.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 F 3 1+C2+11 3 1+C3+1 3 L. 1311W LAMI IG-1/8'OR 3116"A(MIN.),3118'OR 1/4"SPACE,7116'LAMI-(3/1r HS,.090.3118'HS) 48.000 x 38.375 1+132+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1r 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 i 3 1+C2+1 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1i 3 1+C3+1 HEAD 3 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+132+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1JAMBS: 9"MAX.FROM CORNERS AND 221!2"MAX O.C. 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1' 3 1+133+1 TABLE KEY: O x 53.125 x 36.31 1+432+1 2 1+C2+1 2 1+02+11 2 1+C2+1 t 2 1+C2+1 F 2 1+02+1 2 2+q+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+ +1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 50.625 1+02+1 3 1+132+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 CENTERED ON THE FETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+q+1 a 3 1+C3+1 4 1+C2+1! 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE OTA 69;000 1+C3*1 4 1+C3+1 3 1+•04+1 9 1+03+1 4 1+C3+1 3 1+04+1 3 VENT AND SECTION. ANCHORS TTOTAL AT HEAD AND SILL. 60.000 x 36.375 1+C2+1 3 1+C2+1 2 2+02+2 2 1+C2+1 3 1+C2+1 2 2*C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 13 2+C3+2 3 (3•MIN.O.C.ANCHOR SPACING} 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+11 3 2+03+2 3 1-�HS3/4"MAX. 54.000 t+q+1 4 1+C2+1 3 2+C3+2i 3 1+q+1 4 1+C2+1 3 2+C3+2 3 I---3'MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+q+1 3 2+04+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+2, 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF. X peooucr xsvlsFo 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+432+1 2 2+C2+2 3 a, NIr "'°'ate FlortAa MTG.RAIL B" COQ 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+02+2 4 1+C2+1 3 2+C3+2 3 asMp. Ho 15-0 1 50.625 2+q+2 4 1+C2+1 3 2+C3+2 3 2+q+2 4 1+432+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS a ""'°"°•° ) 54.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+q+2 4 1+C2+1 s 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3}1 3 2+04+2 4 2*C3+2 4 1+C3+1 3 2+C4+2 4 jak= 1+133+1 4 1+133+ 3 2+134+21 4 2+133+2 4 1+433+1 1 3 2+04+2 4 rr 83/4"MAX. 1/2"TYP. 74.000 x 36.3 2+C2+2 3 2+t2+2' 2 2++C2+2 3 2+C2+2 Z'+C!#2f Z. C2+>: 3 • •• F�-3"MIN. tial 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 ♦ 2+132+ 3 2 4• • 9"REF. + \��n.. LYPdM..V4,�� 50.625 2+C3+2 4 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C2+ +2 4**,: •• x ; '�tcentsF •,F( 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2 3 40 • •• _ ?'t MTG.RAIL _ ;; No.56705 000 2+133+2 4 1+133+ 3 2+04+2i 4 2+C3+2 5 2+q+2 3 2+C4+2 4 - 63 2+q+2 4 1+133►1 2+134+2 4 2+134+2 5 yyy3+2j 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS o �(ITAITTEF •nMwr • 0 LAL avt s F laoayANa�7tessrrffr • • ANCHORAGESPACING OXANDXOWINDOW3 ;,�`:'•. Fr ' ,�0 TECYfgLOw ORNE .OFt10A..•' \ lsmjv a.* ... �V... dd 1QMT/11 E NO CHANGETNR48HEEf • •liVFt•l jL9Q75 • �` �� /C)I�A t`,, JA 67WIr o 0a1ATOBET!> D +sOFrN= • P.O.eox& ALUM.HORIZONTAL ROLLER WINDOW IMPACT �,, r NOKOYS.R X1171 !' 0.L�wiwk.PE. FX �2F1d416 J.J 31*QM r•e7m le"NTS f0 w tt ��412710 F PE.l60705 0 0 • • • • • • •r 1314*MIN.E.D.TYP. NOTES: 4�� 2x�BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-GADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4-ELCO 1 MIN.3.4 KSI 'I'MIN.EDGE NOTE 3 1 3A8' TAPCONS EMBEDED 1318"MIN.OR 114"SS4 CRETE-FLEX EMSEDED 1314*MIN..MINIMUM DISTANCE FROM CONCRETE MIN, ANCHOR TO CONCRETE EDGE IS 1314'. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1 x WOOD ' v ' —7 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5)OR 1M'SS4 CRETE-FLEX WITH BUCK, 1 I #12 TRIMFIT HEAD. NOTE 3 j 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11'r 1w Q THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.JJJ MAX JJJJ CMU.WOOD BUCKS DEPICTED AS 2c ARE 1 112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TY NGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114• 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER S� 1/4'MAX.SHIM—�1 h— 1 1/4'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) OR 2-112'MIN.EMBEDMENT PER NOTE 1 ` (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 I NOTE 1 13/4" EXTERIOR INTERIOR EDGE °•-MIN.E.D (HEAD a SILL DETAILS A,B.C.D, &H) TYP. 4/�r 2x WOOD BUCK,NOTE 3 tx WOOD BUCK,NOTE 3 L-I SEE NALtt� - INTERIORSV MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F a 1) EXTERIOR V TYPICAL FLANGE FRAME JAMB SECTIONS n 6V MIN. CONCRETE WOOD DETAIL H_(HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 212"NAIL AT CORNERS AND 5'O.C. PRODUCTREVISED TYPICAL DETAILS G.H a I. �PIYI-mwith dw Florida R,xidieg Cade I S 1/4" 114' Acceplence No -O$I MAX. MAX r1°8 D� J SHIM* SW� MIN.EDGE SFS H( Rede PrOdacl •.'•.i.. w '-• ,• NOTE 1 1 318"MIN. NAILING w ;:r' •• • • • •_. • 212 MIN 1 11tUil� 1 314'MIN. • • • • • • • SEE NAILING LYNN MIN.3.4 KS 2x WOOD 1.""MIN.tibGE •: : "• • • ••• 45�. ��GENSE 9 CONCRETE •• ••• 2.yc IA1 L DETAIL C BUCK DETAIL D �' • eETAIL G ILL DETAIL I JAMB = '� N0.5$705 - NOTE 3 (WILL) --- (JAMB) -- -- TYPICAL FLANGE FRAME SILL SECTIONS • TYPICAL INTEGRAL FIN FRAME SECTIONS eX llnribii • • + • a^M•w %�) STATC FLK W04" F CORRECT A..dmv oft1atm1 a ANOT +nAc>F sA€eT H07E710AAH2IIOECAK/ ••• SI M :Tur • ANCHORAGE DETAILS ,FS�.�to..lnP •• + • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '�i,1U�l�VI14_ J.R. amil D No Cf4"nm SHEET P.O.BOx1ft �iep� a.r ar,w u+retw ar ALYw"".E fthwk NOKONS,FL3W4 $CtpC/ FIL atm J.J tsm Amrm HBII t1 11 4t27-f0 F v.Eosszos • • • • • • • • • • ••• go •• • • • •• Y• 0 0 000 0 0 ' r z M IAM hDY4DE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.89v/economv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable nines and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by rami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas wheallowed 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 V DESCRIPTION: Seri "PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-720-820.1, title ixe to ow Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Sec4k"Rgvision stamp with the Notice of Acceptance number and expiration date by the MW-Me Coul"•Product•••;• Control Section. •• • 0 .•'. •. .00000 .... 0000.. MISSILE IMPACT RATINLarge and Small Mi�Itnpact Resistant 900:09 0000.. LABELING: Each unit shall bear a permanent la aa mane acture�pp*r* per'pr logD9 �� state, • model/series, and following statement: "Miami-Dade County Product Control k", unless otherwisV: •. 0000. .. . 0000. noted herein. • .. .. .. . 0000.. RENEWAL of this NOA shall be considered after a renewal application has beewiiiedr 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-eb�e n $revisign o;change•••• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as atf oodo*ement 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#13-0502.03 and consists of this page I 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. U VUAM NU . 15-OS ? Expiration Date: February 19,2019`1 Approval Date: July 09 2015 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitter/under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 Goes 5) Cyclic Wind Pressure Loading per FBC,TAS 283-94 *so* •••••• along with marked—up drawings and installation diagram of an a'PumTnum lrm&. '. window,prepared by Fenestration Testing Laboratory, Inc.,Tesljt@ports A':' • FTL-3835 and FTL-3850,dated 07/18/03 and 07/31/03 resplitivly, all s:gn�d and . sealed by Joseph C. Chan,P.E. •••• •••• (Submitted under NOA No. 03-1105.01) e000000 ee ee ee • ereeee • eeeeee • • C. CALCULATIONS ' ' ' e . �ieeee 1, Anchor verification calculations and structural analysis,compLying•%vith A :0*0 0: Edition (2014),dated 05/20/15,prepared by manufacturer, sign'e'd a$d seal6d2N ' Anthony Lynn Miller, P.E. • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manue PerezZ_/ , Product Control Exa NOA No. 15-0528.26 Expiration Date: February19,2019 Approval Date: July 09 2015 E-1 c PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn MiUof;PX. 2. Statement letter of no financial interest, dated May 20, 2015, !�peil:by rn�axiufacturer; signed and sealed by Anthony Lynn Miller, P.E. ...... •.:..' ....:. 3. Laboratory compliance letter for Test Report No. FTL-7212,•da166 03/21/13, signed and sealed by Marlin D. Brinson,P.E. .••••. :...:. • (Submitted under previous NOA No. 13-0502.03) ...... .. . ..... 4. Laboratory compliance letter for Test Reports No. FTL-3$ 5.ftd•FTL-WQ, dated..... 07/18/03 and 07/31/03 respectively, all signed and sealed by Tomp.b . Chan,P.E. • (Submitted under NOA No. 03-1105.01) •••••• G. OTHERS • 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manuel PeloWTIE. Product Control FlKamider NOA No. 14 .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE a SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE t)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 46'TIRPD-TIP WIDTH BUI.DING CODE.INCLUDING THE HIGH VELOCITY 48'BUCK.WIDTH 4W BUCK WIDTH HURRICANE ZONE(HVH4 4T BUCK WIDTH 44.1/4'VISIBLE 45-IIC VISIBLE LIF 2)SHUTTERS SID DE NOT REGIONS F WHEN USED IN LIGHT WIDTH LIGHT WIDTH PI�tiCTg wth do WIND-IORNE DEBRIS REGIONS.FOR INSULATED GLASS ET 8 2.MAX d��PtiYN6 wAh Wo Flails INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD Buildiall Code B.SHEET a -�" 8• D.SHEET 7� 8'M� F. - � AcagMrooe�rJ'' .% LITE(CAP)MUST TEMPERED. 1•ql 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, i I - BY USE ONLY MMA43AM COUNTY APPROVED MASONRY m M ProliM ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i C E,SHEET 6E,SHEET 8 11 WERE SOUTHERN PINE.ASTM COO CONCRETE MASONRY A SHEET 8 SHEET 7 i SHEET 7 G.SHEET 0G, EET 9 Q TH EDITI UPD TE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET8 BUCK 9B�HEIGHT IBACK tAT 7 15 4)ALL WOOD BUCKS LESS THAN i-1/T THICK ARE TO BE i CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE r r T I99.1/4'OPTIONAL M UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. r 92-1/4' ! /--- iWOOD BUCKS DEPICTED AS 2X ARE 1-12•TACK OR 1T MAX. VISIBLE 1TMMX. / 93-IIC JJJ___ LIE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O•C• VISIBLE 5•MAX. t�r DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I HEKsYGT 88• I HEIGHT LIGHT O.T- IC. w m S2 Q BUCKTHE RESPONSIBILITY OF THE ENGINEER(EOR)OR TIP-TO ►EIGHTARCHITECT OF RECORD.(AOR). I TTP HEIGHT i O U) 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE ^ Nu0 O BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF I O c'4 I W SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED I j ON ALL FOUR CORNERS OF 17S FRAME.INSTALLATION �_ - JJ Z ANCHORS SHOULD BE SEALED.OVERALL iMAX Z LL Lo tL J 16M fj SFJLLiNi31FLASHINGS7RATEGY FOR WATER RESISTANCE OF 6' LSH 8--rl }+- iT MAX.O.C. .-� �D-+{ �- 12•MAX O.C.2• H,SHEET 9 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX $FiEET g MAX. SHEET? 5'MAX.O.G W Z O X. 7 •W! THE SCOPE OF THESE IN57RUCTIONS. H-W m O (9 �0 s)MAIC UC SHIMS TIRE REQ(JIRm AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o> O 0 z z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) MUNI Q' o SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. GUIDE TO 3HEE'TS: 1T O.C. SHAPES AS SHOWN BELOW OR SIlKAR,MAY BE USED BY ASCRIBING THE SHARE INA BLOCK W MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2A Z atH H°°'ts 7)DESIGN PRESSURES: GENERAL NOTES........_......._...1 j�f ANCHOR SPACING TO BEV MAX.FROM CORNERS AND 1Y O.C.MAX.FOR ALL CURVED FRAME A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS...............................1 j `C MEMBERS,SEE FIGURE 1.THIS SHEET. F 3 O FZ TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS............__.....2.6 _f_WTH— I WIDTH �I WT �I E1300. Q DESIGN PRESSURES.—__.....2-5 12'O.C. WIDTH 8 wr Z B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE._~_.....6 MAX r—— ——1 ——"l CL— )—j r pPRESSURE,STRUCTURAL/CYCLE TEST PRESSURE.FRAM INSTALLATION,EQUA4I.EG.._..TANALYSIS AND GLASS PER ASTM E1300. INSTALLATION.HNT.FIN A_.__._.8 Ij1I1IIW ZINSTALLATION.INT.FINB_�.._.9 III038)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY_..._.__..__t0 8' LL C1DESIGNED TO RESIST THE WIIDLOADS CORRESPONDING EXTRUSKIN PROFILES...».-..._...10 �L— —J TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST........ ._..........10 INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS _ -- - - - - _ - -- It l l l l l f PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: •• ••• • • • • 00 —STM - -'( `WDM+{- {•_-WIDTH+}- `\��OgiY LYN/lll7� THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT s T T `• '��'` •-•N A'i!�'''� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS T�"PP • •• • • • • H- k( 1 0 �.•.•'�tCENgF•.._F SHALL MET THE REOWREMNTS OF THE FLORIDA i • i•A• • • • ••• • BUILDING CODE FOR CORROSION RESISTANCE. 1 7/t8'Leal 16'Aa- - , i 1� _ =1 11 ,• N0,58705 :x 2 T/16'Una 16'HS-. PV - HS 2 9)REFERENCES.,TEST REPORTS FTL-3835.3850 8 7212: 3 1-1/78'Lunt.KG 3118'T-7118'Air-3f16'An..OBD•PVS-3118'Hi$ 3 — ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIAF&PA 4 1-1116•L•ml.K3 16'T-7116 Ak-3118'HS-. PVB.3118'HS 3 NDS FOR WOOD CONSTRUCTION AND ALIIMNUMi DESIGN ® �+---WIDTH --=i ("� WIDTH�-1 I�WIDTH'�I I-�WIDTH�"I - •• 7� )FS MANUAL 5 7116'Lead 16•AFL- -3/18•M 4 T — —-- 7'IF-——— T T-— 1 -0 .'. s rE of V 8 TI16'Lad M' - -sns 4 • T -- — T I FI 1 Tr--- ;'Al -1116' 7 1-1116'LwnLIG IWT-T/ Air-9!18' -RIF T 10 THE 720 SERIES USES A PVS INTERLAYER,THE 820 • _ B C to SERIES USES AN SG 94TERLAYER.7'HE 720 AND 820 SERFS 6 1-t/t6•laml.q 16't-7ItIT Air-W6'HN-ABO'YLG-3f1d' • c� I L' I / 1 � V/�I.�� MAY ALSO BE REFERRED AS THE 701 SERIES. �'SG`_'KURARAY SEH �'KUR>l1RAY�IIN� • s =1 1 x I 1 � �/ �� 'PVI'_"KURAITAY BUTacITE INTENILA -BY KKOORARAY ICA,MLC. li 1 A.LYNN MILLER.P.E. P.E.i 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... . . . . . . . . . . . . ... . . . . ... 9OL02 V3'd 3d IHIIIt NNAI V • •o 0• • • ••• "�� '1dPJ0 //�� i i ••i • i ••• • i ••• ` \ j a]1�1S 'yyn� 'NIH11M�j Al3i31dW00 SN01619W106'IVll3A0 314!N09W+ON08V 3�1113H1 N 3ZIS MOONNA 1S3l1VWS 3141 aNid SMOONIM 1V21nL731pdOilV UOd(E - Q 'NOISN3WIa ONOI uoiuoHS 3l8V'IIVAV 1X3N 3H1 Ol do aNtlOu NMOHS ION S3ZIS ilOd(Z 'NolsN3ma)ion8 3Hi 3NWiU3.L30 01 NOISNMG dLL-Ol-dLL3HI nOtid.t IOVHIGnS'SWC)NIM o 30Wld tlOj'NMOHS SNOISN3MCl)DM(t IS3IM WLS SOLp9"ON ;pS • • m '. 3dJ11 SStllO • '; CS''••.�3N7'�\1 'a-a; 3W3 aSL`!, OPN Z Z9 .......... ••• '•p .` IWOHS £L Lz ZZ •. . 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OP!• OBO N OPf= ZC VVISSSVIO O- 08'1 08'/+ O9'H wt+ OP/+ H l+ 08'N OP/+ • 0£ 0 031VNWY).9W � IS ZIL•60t rte+ OOL 96 99 Yp 09 L Z 91[-19 r m c rn p p ZO v Z.o ,� S•dAL a-M jol(pd 1-f+)slnssatd UOISOO MOMM Z o � A• of 318V1 N�. c FAX �j m(2� Orows C QQ �i N Z •NMOFIS$V AllV1NOZR10H By Z Z$ r i�O tt0 Al1V0112i3A O31N3R10 N �+r0 39 AVW SNOIS'N3TYi10 3%Vl �jN Dole A N O T O 'NIHILN lld A13131dn00 SNOISN3WIa IMl3A0 3141 HOIHM 3AOSV 318V13H1 N 32IS MOONM 1S3'INWS 3141 ONid'SMOWIIM M/n1031iHOLY 2�3(C 'NOISN3WIa ONOI>!O 1HONS 3lBV"I1VAV 1X3N 3Nl Ol d(L aNno-d'NMOHS lON S3ZI8 aOd(z . 31�tS NOISNaNG WJnB 3HL 3N0Yt1313a Ol NOISN3r*O dLL-WdLL 3H1 nONl.t IOVN1pf1S'SMOaw 03oNV13 mol NMOHS sNO mNma)prt8(t S310N y w LPI• 9I1-L9 ewl- 99 3dAl SWE) t"WH L'tt-I• A 981+ 11WO LU-1. 09 £L OZ 9'99'1. CVOWN. rti+ 09 MI. 9'88'/• ZL-l+ -91-1+ 99 93—:08193ON> 9 3als aaaaLx3 = 9EPO H s -H 9st-H 1,-4L-I+ N 1HOHS _ S PI t"99•/+ WWI- VU-1+ 9'SL-1. tBtl• 99 7t;ffI7 L' 1• t 1. O- s pt•!• t"YL'+ /: 09PUPOw 3LBSSVIO -XVn'O'o.9/L-"a zwf+ S'tPl+ 618'/• E'9P1+ 6'Wl+ 99Lt+ C" . OPI+ 9YAa3015 ONOI —�{ „p/9 tR klW SLi39.n3n 3WVH-4 H CHSEPI+ owl+ VOL-O WWI- Z'Ltl+ Oel+ Opt+a3mmiVo3sn 919-1• r6s1. zzP1= 9,9•/+ 6'68'1+ L'Ztf• rsL H 6" 7+ t. aB/+ r►aawldaa5tl ... Lt BSH 8I07l+ 9"tPO L1P1. Z'9PH C"tL-/+ E"►L-/+ YLLY+ O9•I+ OPH /+%M8 r 9l t+ PFP/+ t !+ l+ E"tt7• CIO- Z" t+ WWI- l+ 08'O oB/+ 06 I"&Olp V6M NUMO a ae E'9D'/• S'8BO C'OC/• M-1. Z"91-14 Ml+ 08'14 O9-O 08'1• OPO OP/+ 9E 08S1A IJJnOONd Ss mcaw3NNV.9L/E SZtH ►'EL-fr t'Stl+ Z' •l+ - -l+ W14 OBI+ 097+ 09.1. OBf+ 08'1. 9C SS m om3H1ON3M.LS IV314 AWE Y61-0 9'610 O OPI+ OP/+ 09.14 OP/+ OB/+ OBI• OBI+ O8'/+ ►E H3AV1t1311dl8Ad.060' OPO OPI+ H O OP/= OPl* OPO 08'1. 09-14 = OBI+ z£ F wo 00.1+ OPI+ 08.1+ OB/• OP/+ DB'f+ 09.0 wt+ OP/+ 08'14 1 I W,WIS SSVIO ZN t { a0t 96 zB p9 ►p OB 91 ZL 911-LQ a31VNY1Vl.9t/t tuo am DWI I L ad�L 6-0JOI(Isd'y)aLnssald USPOG IAOPUVA :Z 3'IBVl TABLE 4: -_- — Window Design Pmesuls(+h pef)for Glias Types 2&4 87 72 78 8o 8/ Be 92 tOD 1 1WV2 112 116 120 1 126 192 136 1 141 -0 30 +1- +140 0411 41 0-BO +1.60 040 +180 H •740 +10 +1-80 440 •140 +14w .1-111) +1-60 44-SD .1-00 •/-8D 32 4140 +140 +/80 1 H80 •140 +l H N +/ +180 Woo 140 N80 H80 N H-BD +140 41-OD H-0II 3/ N4o +180 +140 +/ N40 +1 N +140 +/ +/•80 +IAO N40 +/40 N H 040 *I•BD PRODUCE REVISED 36 04O +140 +140 040 H40 +140 +140 H80 N4o +140 N40 N80 N N NSD 0AD eS complying C0 ° Plotfd0 90 +l N40 +140 N NAO H-BO NAO +140 *!AO +140 N N 040 +740 Boildina Code 24 40 •1 H r14D +fV +140 N40 N-AD .140 +IAO +! +lH40 Aooepmro No�}. '�.g� 42 +IAO +1-BO H4D +IAO NAO H80 HAO +/.80 N40 +140 -1-91), Dale BY 44 040 040 +140 +140 N4o N +140 +14D H .140 Mi F& 46 048 +740 N40 N40.._ +140 +1450 N N40 +I-SO Mi Wde 8 4B +/80 +140 +140 H +l +140 +1-80 H80 so Nm 040 +1V +/• 040 040 04D a NO CHANGE T HI ET 52 +IV +1 +1 +1 .foo H•79.1 D :07 15 u) 54 040 N +140 +140 0.71_6 m 58 Dao 040 5a 44-0 H-8o HAI! 8o 4440 •740 +149.3 62 +140 N40 84 040 •140 N40 co Y Q . 8 +1811 � 1. 3 •^°B NOTES 0r i)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT T FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. p 2)FOR SIZES NOT SHOWN.ROIL UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. }Nal K 3 )FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. QO cp W Z z VLL g W It!0 Sao 1-1116'NOM. ._y � TABLE DIMEMIONS MAY BEORIENTECI VERTICALLY OR i o> os O o GLASS STACK 7N6'LAMINATED HORIZONTALLY AS SHOWN. Z a Z W LL 7/78•ASS NATFDSTACK GLASS STAG( GLASS STACK QQ 3/18'HEAT STRENGTHENED GLASS SIDE J ¢ M kW-- Y INTERLAYER 3118'TEMPERED GLASS .3118'HEAT STRENGTHENED GLASS L _ F•' FAT 1_ LONG SDE — ¢ W 1+•+45 3118'HEAT STRENGTHENEDGTHENED GLASS 7118"AIR SPACE x-.080'PVB INTERLAYER _v_ J 11 SHORT z Z 5 SIDE p w 4 USEMBERSD AT ONL USED AT CURVED sw _ SIDE FRAME MEMBERS ONL29 ' FTMAME MEMBERS ONLY 29 SHORT O p 1/-718'D.C.MAX. BITE ®11-7/6'O.C.MAX. GLASS SITE y 1-3 1-3 - LONG SIDE EXTERIOR EXTERIOR �- epu -y.,an taus 20 22 21 13 —� - SHORTLONG f� GLASS TYPE 2 •• ••• • • T' +4 SIDE 1 SIDE �oN..LYNN.. • • • • • • • • • ;"� No.58705 SHODET ��j3-••. ST L2"�S flj/: • ••• • ••• •• • X.'•.• F. y • •• • • •• • • • • ••• • • • • • A.LYMI M% P.E P.E.a 68708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• .. .. . . . .. .. . . . . . . . . . . . 90195 93'd '3d YH • • • • • 00* �j 1VN0/s,/, • • • • • • • • • •• 1�.• ��iaojy''', • • • • • • j 71V1S H1611L3enION00'SNIOONIM�J3l•lVLW30N930Ntfl�OlA"R�fOS�lddV133NSSiH1(4 X71 S.' / '. _ 'NItL19A lld Al 631dN1O0 S�S�d3WICrT1VL13 F4V O8Y 31OVI 3Nl Pi 3215 kWONNY11S311Wi5 3NI ONid'SMOONtm wHnI0311HOW aOj(E L. y� •NOISN3YVIO ON0711O IllOL1S 37SV11VAV SX3N 3H1 Ol; ONnoN'wAoHS lON 33215 aOj(Z T-64 / 'NOISN3AIG MOM 3H13NIM313O 01 NO1SMMO dLL*01-dLk 3H1 W011:1 1DValem SMOONNA 034Nmn:l MOd'wAoHS SNOISN3W10 None(t :93LON M 50199 •• 614,0 W19 • LL l+ �� d''• �sN3�t` .�e'a�` 13dA1SS1rlJ •• • . . ►1-r+ 99rr+ ►e MIS ail h NNA1 /N �� I Et tZ R ••• • • • 99 • • • ••• S'CL•l+ 9"11.0 tZtr+ 09 rJ/Ir11111N`ti�__ aOal31X9 ►StI+ ►"6L•1+ 9'Ce-h B'CL7+ 9"11-0 Yte•i+ 958.1 m arias 1Jex. iNfe E't WWI+ 9L-I+ 9WI* V1. 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L-Wt-)06• 9ZOt- + SIM-=- 910th.I SDVIM• S' iDS+ S"ttt-A8+ S'Bit• !•106+ -A8+ 09 I )OV1S SSVID ZA'80l I m 001 96 Z6 99 ►Bgo I 9L ZL BIL-L9 Ci3 VNWfV1.9Nt 9 odQL ssgptoj(lsd'I+)ansssld ubloa0 moPWN 9 319V1 TABLE 7: Window Design Pmswre(+M psf)for Wass Types 8 6 8 Lm0 87-718 7 80 94 88 92 gB 100 104 V2 112 t18 120 121 171 132 135 140 144 30 .901-131) I +98!430 .9q-13D +9d•13D r _1 + +9N-130 +901-130 +901-13D +901-13D +90E-13D .901.130 rW.430 .91N-1 +991.130 +W-130 +901.130 •901-130 +9N-790 +901.170 32 +901.1 +901-1 -1 •130 MOI.13D +9d-130 +901-130 +90'-13D +901-13D +901430 +901.190 +901.13D -9W.130 +90143D +901-130 +901.1 +90/•131) + .130 +9(/-130 +90�-130 +901-130 +90V•/3D +00/•431) +901-130 +1101-130 +901-13D +9W-130 +g01-t30 +901-13D .1 79-W-1 +901-13D -9111-13D M0'/-130 +901-13D MOI-170 PRODUCT REVISED 38 --+ -130 MOf-i +901-130 Mq-i3D 801.131) 7-975-30 801-730 -81.130 • -f + -130 +90-1 801-190 +901-130 +901-190 +IBI-130 +901.131) asadws Ewitl�tlrFYidr Duildi�Code -130 1 .901-1 1 +901.131) -01.190 -DI.190 •130 •9M-1 +9M-13o +gM-131) •9a-130 + -121.2 +90I-127.3 Atocpq•ceH•16-0528..1 +901.130 +9M-133 +901-130 +9M-130 +901.1 190'-Im +901-t -W-19- -9W-f39 •90'-128.8 +931-123.2 +90�-172 DYs 42 -06130 +901-131) + -130 +901.1 + -7 + •130 +901-130 +901.129.9 .901-1232 401-119.7 +901-110.4 44 +901-130 +9M-130 +901.1 +901-1 +981-130 +901.1 +901-130 +W-124.5 -+0419.4 +901.115 B 48 +901-130 +901.138 -+W-3-0 +W-13D +901-13D +0-13D +9M-128.9 +W-120.5 +901-115.3 M. 48 +9W-13D +901•t30 +901-130 -+0--1-30 +901-130 +901-129.7 +901-173 +901.1105 60 801-I3D +9-•130 +9M-130 M01.13D +9M-130 +W.1202 .41.119. 52 «90I-f3D •9d-131) +901-730 +043F-79W.190 +BB. .129 ; NO GET S SHEET 54 +901-13D +901-731) +901.131) +W-13D +9&8.121. DA :OT 15 m 56 +901-f9D -M-130 +9--130 * 41.1 b 58 +901.1 +901-131! .901-131) � BB -130 •130 -89.6f-129-1u 62 +901-730 • -130 84 MM-130 +9--130 86 .901-131) 07-718 +W.130 a 0) •� NOTES 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSIDN. p 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. cQi 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN- 4) n' n ,�{p 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS,DO NOT USE WITH FIN FRAMED WIN00m. O W ZCj o n ZLL �LL W 6 02 W O WZ m O 0 a7w TABLE DIMENSIONS MAY BE n> O o ORIENTED VERTICALLY OR o 1-1118'NOM HORIZONTALLY AS SHOW-. +-Z a Z W LL 788'LAMINATED GLASS STACK 7118'LAMINATED LONG � .co 0 J O GLASS STACK I GLASS STACK SIDE Q Y 4OLASS SG INTERLAYER 3118'TEMPERED GLASS !! 3118'HEAT STRENGTHENED GLASS F--- LONG SME ® y Uj = SG INT -311W HEAT STRENGTHENED GLASS Z 3118'HEAT STRRENGTHENED GLASS 7118'AIR SPACE x.090'SCi INTERLAYER SHAT O W Z SHORT Z K warUSED AT CURVE SIDE ZUSED AT CURVED FRAME MEMBERS ON5/B' FRAME MEMBERS ONLY 29WM70 11-718"O.C.MASS BITE 011-7!0'O.C-MAX. GLASS BITELONG sloE -� u 0 1-3NtEXTERIOR 21 sSIDE 6 LONG••• • • �•Z` � (�1LAES TYPE 8 SIDE r smE \.`��q��Ny'ceNs LYNIV GLASS TYPE B • •• • • • OLMS -- • • • • • • • • cr •• •••• •• • • • •• No.68705 �`r SHORT SIDE ''�•• oci5 •• • • • • • • • • • /'�i�S'/OVAL • •• 900 •• 000 • • !////1I Ili1��t� ••• • • • A LYNN MILLER.P.E. P.E858705 • •• •• 0.1 e • •• •• ••• • • • ••• • • EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEDMENT _ pt FRAMING.SEE ^ _ —-- - DISTANCE TMPEB NOTE 2.THIS SHEET TYPE C_ INSTALLATIM - EMBEDMENT lKWOODBUCKS RIP, 7_ TYPE A T 114•MAX SEE NOTE 2.THIS SHEET EMBEDMENT �--- SHW ENPRODUCf REVISED TVP.ANCHOR TYPE.EMBEDMENT AND EDGE gscom0Wiq5.viIhpb pNaIL EDGE DISTANCE PER SUBSTRATE. DISTANCE BmTdiaB Cade 15 EDGE B SEE TABLE a.THIS SHEET AeaD DISTANCE Deb 19 t-114•MAX By 1 SHIM 1 Nd• 4 _r. - .. TYP.ANCHOR TYPE, ---- , EMBEDMENT AND EDGE __ < CHIWGE THIS SHEE 11 DISTANCE PER SUBSTRATE, ¢ A :07 5 SEE TABLE B.THIS SHEET 11 m USED AT CURVEDEXTERIOR -- 29 FRAME MEMBERS ONLY ®ti-7f O C.MAX a L OPERANCHOR I � VISIBLE LIGHTWIDTH- 5 REQUIREMENT t� WINDOW BUCK WIDTH-2�t4• '.'_'��-•'• - W WDOW BUCK WIDTH CONCRETEICMU M Q WINDOAN PER ANCHOR -w+y EXTERIOR TIP TOTE WINDOW WWIDTH ------ REDUIIEMENT BUCK a a a HEIGHT Ira•MAX.SHIM --{ HORIZONTAL SECTION A-A n I N }c n p^0 O A U9 nP-ro•Tw -t WINDOW #12 STEEL p fV U z HEIGHT VISIBLE SELF-DRILLING SMS TABLE 8: Z Itl ALL W � LIGHT (G5).SEE TABLE 8, Min.Edp Mn O.C. 5 U X� O HEIGHT PIDOIV TWSSFEET Anchor Sdidleka Obelame Min.Ea•emn•p W z p wa BUCK \\\ F m atw HEIGHT- INSTALLATION - #t2«#u no sssoRw Ak'" ""' M. c Qp °�' O 2 . - gpd 318• 0.003'• tr r 2 a z F -- - METHOO D — -- Md SO 33 MIL o oas to p INSTALLATION ANCHOR P.T. outlam Pies <N=0.55 NOW 1.31E Z m UNDERNEATH THE 012 ar#14&ad Setew(O5) '0083-T6 mYL 318' 0.088': it EXTERIOR A308 1 0• 1r +wvS BEADING Sbd-tad.Or.33 MkL 3V 0.046.1a Ge• Ir z Unpvuted CMU.MTM Cao) 1-114• 1Y 3 MIAMI•DADE APPROVED MULLION 1/4.410 SS pebFMz COMFG10 OM.3.95 ksD 1• 1-0IP 1r d z 21 (SEE SEPERATE NOAH ALUMINUM, CMWSW(Mkt 2.85 k P t 4• tr 8 N -�8 STEEL FRAMING OR STEEL STUD. Carglde 2.85 kaD 24 1316" 12• _z 2 SEE SUBSTRATE PROPERTIES, Or Sted UkswnUnamuted Com. -flr 1-1M' Ir 3' W gj cQ• TABLE$,THIS SHEET doNed CMU 2-1r7 1314• I Ir 5 -114•MAX SHIVA .5 bl 1-V4' 1.314• 1r 1j W &ter skbf Ukman G'o�6e0 ASTM CYO 2-t/r 1314' 1 -7- •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w8i '>a0 wya5 1X WOOD SUCKSTRIP, y1y 14 1 i 111 r SEE NOTE Y.THIS SHEET •• ••• s • • • • •• __ _ ��tyV LYNN Z CONCRETE PEG • ••T/rLA7011WTES:• • • • •• l �•a� ''•LyGENSF'••�F.P EMBEDMENT - ANCHOR • •• • It� ' •.• t a REQUIREMENT •• ••• •w VSE&&yNCAR9l!$TED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.50705 '. • • • •• - 2.WOOD BUCKS DEPUTED ON THIS SHEET AS-IX'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-V2•.IX WOOD SUCKS ARE _- I EDGE• TYP.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLI)CONCRETE.WOOD BUCKS DEPICTED AS•2)•ARE 1-1/r THICK OR GREATER. INSTALLATION DISTANCE AND EDGE DISTANCEVER ••• dNSTA►IMSON TO Ttro&B WATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING '�() ST 7E OF ((iu TYPE B SUBSTRATE,SEE TftLft THIS SHEET • ,HRLRDMIrbN. • • • � •.�?oRIO?..•• fir''`: 000 • • f'OR• AC •TTG 11�T •THE STRUCTURAL MEMBER SHALL 8E A SITE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '•�I/% AL VERTICAL SECTION B-B •• • • ••• • N.IF APPLICABLE.LISVER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E. P.E.Y 5a706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2.THIS SHEET --- 1X W E 2.THIS SHE P. T --- SEE NOTE 2,THIS SHEET • INSTALLATION 1/4'MAX TYPE E EMBEDMENT —� SHIM TYP.ANCHOR TYPE.EMBEDWNTAND EDGE EDGE DISTANCE PER SUBSTRATE. – DISTANCE PRODUCT REVISED B SEE TABLE 9.THIS SHEET H oon.l�Ie FbrMe EDGE a4d� DISTANCE A Wo 5 5 114'MAX 2 Orta ,_t L9 p SHIM Ik Prodeel 4 . , TYP.ANCHOR TYPE, EMBEDMENT D EDGE NO CHANGE THIS SHEET 17 DISTANCE PER SUBSTRATE. 71 ATE:O7 5 SEE TABLE 9,THISSHEET _ EXTERIOR m USED AT CARVED •• •• 4 11 Y 29 FRMS MEMBERS ONLY MAX. ,. V --�1I . x18' VISIBLE LIGHT WIDTH- 6 11 u CONCRETE/CMU I� WINDOW BUCK WIDTH-2-3M• _. a PERANCHOR WINDOWBUCKWIDTH --� ' REQUIREMENT --.- . C:ONCRETEICMU M Y Q WINDOW KRANCHOR BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 114"MAX.SHIN -�{ }r V a N 012 STEEL I Q N N fA BOOP SELF-DRILLING SMS .,t r 0 O Z N VISIBLE (G5),SEETA 8. TABLE 9: LL LL W 2 rNls SHEET O X_ ;/ LIGHT Edp MM.Et*ed=M Mu O.C. W oto Q NEI(w Anchor Sd)wdo Dlwtl, 1a 9 9 Z 8 -ON WIPIDOMIPT BOOM m IF '�7 HEIGHT- 012 or 1114 410 SS Soi•W A35 SUN BUCK AkWAk=%6904-10 Wn. 0, 1r o Q � O � 2x14- INSTALLATION z a z g Z LL TYPE H steel arae or.33 n*v 1 ao4Y 1? O O P.T.SoLown Pins ) n EXTERIOR 02 or A14 S"So"(06) 3/9• 0.0er• 1r sa41 are• o.osr• 1r g z g 145 SNN 9fud 6139 mYL 3M' O.OeB' 18 tr ® Z fj�j/ CMU(AS CBO) 2-Vr 141/4• t '+ N fJ) MIMI-DADE APPROVED MILLION V4.410 83 CnteFkx CmnmM�&35 ke0 r 13/4• 1r = Z Z 21 (SEE SEPERATE NOA).ALUMINUM. Cooarols 2.� 1• t3l4• 1r 407 B STEEL FRAMING OR STEEL STUD. Connie BnkL Zao keq 2-Vr I-w 1r Z W wogs SEE SUBSTRATE PROPERTIES, U4•SWW tltrecon ueprouted 1�1, CqO) 2-V2' 1-174' 1r O � o _ TABLE 9,THI3 SHEET O J F.7j GMUW TM CBO 2-V2 1-1 2' Q 5 �91 MAX SHIM Caatote(min.S.S 1414• LEE H2' uoOi )y W Blte steel ukmon orotesd ASTM CBo 2-1 13/4• 1__ 2S _ T •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE orr!e .�aa 1X WOOD SUCKSTRIP. _ - SEE NOTE 2,THIS SHEET -- _... ��t LYA 77�� •• ••• • • • • • •• �\ �` ��'i • • • • • • • • • Q��. �10ENS4 � op -• CONCRETE PER • • •• • • • • • EMBEDMENT ANCHOR • 4MTAYLATIDNiIOT(S:••• • NO.58705 • REOUIREMENT • • • • • • • • • •• •1.tSE CUBY ANdIlORSLISIED OWTHIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-111•.1 X WOOD BUCKS ARE � ` EDGE • R E EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS W ARE 1-72'THICK ORGREATER =QST TE Or •..CC/ TYPE F DISTANCE D EDGE DISTANCE PER • •••INSTALl1,TIONeTQ•✓TIE SUBST64TE 0%WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING F• -4/\ SUBSTRATE.SEE TABLE 9,9HISc3HIEEP JURMSICNON. • • • • ' �5 <�RIDP..-'�,^\\\. VERTICAL SECTION D-0 ' •A4ren�'�r •' ' P� NAL ---.N D-D •• •• 3'to""if""""TiT TC M�Ti AL"H@ STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �7� l'` 7711/ittt ••• • 4.IF AF 111A.?.LOWER DE&M PP9SSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER PE. PEJ758T(5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRN' EMBEDMENT AND EDGE —�I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SEE TYPE J TYPE K - SEE TABLE 10,THIS SHEET _ - EDGE DISTANCE UPMAX EDGE DISTANCE -•+-f INSTALLATION o DISTANCE r— SHIM TYPE 1 (� 2x WOOD BUCKSTRW .��„��FIM& U 2X WOOD BUCKSTRIP OR FRAMING,SEE OR FRAMN%SEE NOTE 2,THIS SHEET J� � 15 10 NOTE 2,THIS SHEET ioe Doe I V4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND _ 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 S SEE TABLE 1%THIS SHEET M1 FredncL EMBEDMENT 3 EMBEDMENT NO CE THIS SHEET DATE: NG 11 USED AT CURVED EXTERIOR29 FRAME MEMBERS ONLY Q 11-718'O.C.MAX. - 11 - EXTERIOR WINDOW BUCK tVISIBLE LIGHT WIDTH= —►jl g HEIGHT WINDOW SUCK WIDTH-2-3N' a ANy aop II'`— 1/4'MAX.SHIM �+— W __ }U' N a W DOW BUCK WIDTH N VISIBLE INSTALLATION HORIZONTAL SECTION E-E a $ LIGHT TYPEHEIGHT- _L vi WINDOW euGc itoSTEE! ? O p Z O O HET- SELF-DRILLING SMS O Z D.Z IGH 2-314' ((3S).SEE TABLE 10, ~ THIS SHEET TABLE 10'. hon.Edge max.O.C. eO Anchor Sats We Distance spackvy sr ® r 2- x. 1 Scx P.T. outhem ns Z 21/2 x.181'Oommon Nal T. Pine 65) B' F 2-1/2'x.145'Raul I P.T.Sauerom Pine 0. 318' S 21 P.T.Souewn PMO .55 V2' S' >ro g 2X WOOD BUCKSTRIPV�-!jl R 0. Aluminum,8058.75 Min. SPIV W gy` zOR FRAMING,SEE #10 x 1'SteelBcrew' 1/18'A38 SteN 5110 5' NOTE 2,THIS SHEET 0.045' 18 Oa SMeI Gt.33 5118' 5 �1/4'MAX SHIM MIAMI-RADE APPROVED MULLION0. (SEE SEPERATE NOAJ ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE Z 0. STEEL FRAMING OR STEEL STUD. LL LL e11'1 'seep a�a5 SEE SUBSTRATE PROPERTIES, INSTALLATION — TABLt10.TMS•SHE i E T • • • • •• ILYNN/1�JJ• TYPE J • • •• • • i `.��t0�,....... EDGE DISTANCE • •• • • • • ••• • 4.•' i •'•4�CENSe''•.f�.f� _J.. • INSiALWT1QNPpTF$; • • • •• ••• •• • • • •• � No.58705 x TYP.ANCHOR TYPE,EMBEDMENT 1LIS . E ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ _ �— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2•WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1P1.1X WOOD BUCKS ARE Tl.• ••• •••tNSTALWT101V OJHE SUBINS E�QI BUTO SOLID CONCRETEUCKS TO BE ENGINEERED t1Y OTHERS WOODT QRS OR As APPROVED BY HDEPICTED AS IW ARE 141r THICK ANG TER. i� STATE�•jo •:.,tel\ VERTICAL SECTION F-F • . JURISDICTION. . .. . • � ��{pp.• •• • • • • • • • • • LSS Ci ••• •3.F)Rlk:*CHM@eTOmEwALwHBS•TIKICTURALMEMBERSHALLBEOFASRETOPROVIDEFULLSUPPORTTOTHEVYWDOWFRAh1E. JJJJ��A�.'�C�''� 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNNlMBLER P.E. P.E56M ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 2X WOOD SUCKSTRIP EDGE OR FRAMING.SEE INSTALLATION TYPE M EMBEDMENT DISTANCE NOTE 2 THIS SHEET INSTALLATION. _.._._.._ TYPE N INSTALLATION TYPE M FOR THIS INSTALLATION Ur18EDME7JT METHOD ONLY, 1 FOR THIS 1NSTALUITION /M•MAX ANCHORS MAY BE NO METHOD ONLY. •MORE THAN W O.C. ANCHORS MAYBE NO _ EMBEDMENT /� BSM 7X WOOD 17UCKSTRIP,SEE PRODUCT R6VISBD •MORE THAN S'O.C. _j j 'I NOTE 2.THIS SHEET �^PIPIaB N''�#1O#IaW L_L U 2X WOOD BUCKSIRB' BuBdi�g Code 5� OR FRAMING.SEE Acaamrm No NOTE 2.THIS SHEET im One 1 __L1/4 MAX TYP.ANCHOR TYPE,EMBEDMENT AND _ 3 SHIM EDGE DISTANCE PER SUBSTRATE. Dy OaNtd 4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THIS SHEET -- _E��PER < NO CHAN THIS SHEET 11 SEE TABLE 11,THIS SHEET 3 rc TE:07/07J15 USED CURWO EDGE m EXTERIOR ERIOR 20 FRAMETMEMBERS ONLY DISTANCE __ O .• ESE �17-7/8'O.C.MAX _...- _ DISTANCE CONCRETErMU 71 PER ANCHOR CONCRETEICMU • �••9..�••' � t+1 y Q WINDOW REQUIREMENT 4 11 P ANCHOR BUCK I � VISIBLE LIGHT WIDTH= B REQUIREMENT D� Q HEIGHT U4'MAX.SHIM T� WINDOW WOW BUCK WIDTH WIDTH C EXTERIOR O b n a N 7� w 0 VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G Z lu L w HEIGHT: FOR THIS INSTALLATION ---- U U X y O WINDOW METHOD ONLY, TABLE 11: Z BUCK ANCF10R5 MAY BE NO dW SIS M7n.E Mn.E•4#MnI max.O.C. j 6 0 Z o HEIGHT- •MORE THAN 8.O.C. ola�a o T 2-3U' --. _. .T. A 1Y1 -w .-z D.Z O O #12 or#14 410 SS Sa•w Alodrw n 0063-15 m� • 0 012 STEEL A34 SUM 3AY 0. 6' SELF-DRI LNG SMS Sled SUd Or.33 m1n. 3/8' 0.016'18 Ge• 8' 056 SEE TABLE 10, P.T.Sodirm ph* A•0.56 w1C 7.38' M Ieeig THIS SHEET ANmimnn, TS mM. 38' 0.063 d• ® Z #12 or#14 MW Boron(G6) A368Ue1 3/8' 0.083'• 8' O H 21 TYP.ANCHOR TYPE. SUM 8 Gr.33 mIL 38' 0.016' 76 Ga' B• € 00 g Z EMBEDMENT AND EDGE CMU IM C60 2-1/Y' 1-1N' 15 6 (1_ 1!4'410 SS Cr•tflsx a DISTANCE PER SUBSTRATE, `J Cg1C1Ws(1Nn.3.36 kd) 1' 1.314' 12' 3 F SEE TABLE 11,THIS SHEET Owwaft ,2.63 1' 1.3(4 17 8 �f/4'MAX SHIM (SEE APPROVED MULLION CanoroU 266 F:d 2-UY 1.318' t7 .~moi W z (SEE SEPERATE NOA).ALUMINUM. UI'Stoll INeoan CMU IM 2-112 144 17 2S X STEEL FRAMMORSTEEL STUD. 1L Gr01N# TAI 211Y t�14' 15 LL. SEE SUBSTRATE PROPERTIES. U ._ 7[ 7-U4 1SP4 it e L LL TABLE 11,THIS SHEET 3178'31•d UlBecn OrG1d•A TM C80I 2-115 1J14' 72 INSTALLATION 1XEW 2 T •• ••• • e • • •MIN.OF 3 THREADS• BEYTHE METAL SUBSTRATE. LYNN ONY LYNN 1I',fig. TYPE N • • • •• �s }• • • • 1�N'�fCE .^'M N7YCF�� • • INCTALl1TK>Y NWEyi ••• • �-ri: ' EMBEDMENT • _ Ni.58705 •'•-t •• #.fl$E ONW%\NCHSRS L18TE!ONrTMIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. / 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'7X'.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.1X WOOD BUCKS ARE -.0 :L{- OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS RX'ARE 1-112'THKJK OR GREATER• 73 '. �7_,\ S EDGE TALLA T SUBS OF D BACKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %�,••. 41% DISTANCE ••• ••JURISDIGT . QY TMT6 7'!(°O %(`�, <omuA•• \� • • • • • •• • • - J/ •• e 3.FOR ATMOHMEW TO METAL•AIE NRUCTURAL MEMBER SHALL 13E OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �>>�UNAL LTi VERTICAL SECTION H-N •• ' ' " ' e ••• • 4.IF APPLICABLE,fOMR DESIO N PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E. REOMM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR r ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES l FOR FIN FRAMES PRODUCT REVISED m�9b'e wiW the FbrWa ANGLE HuiMmg Cede ANGLEWCURVED I FRAME H URVED FRAME ASSEMBLY I FRAME gSSEt�LY M' Product Cm I .CORNER 80'CORNER FRAME ASSEMBLY FRAME ASSEMBLY r a NO CHANGE THISSHEET m i DATE:07� 15 jb 1 m &4t JAND 10 i m k ALL ALL CORNERS TO v USE GASKET I USE GASKET AND / AND/OR SEALANT � � lMi a �EQUALIEO FRAME � r.FLANGE FRAME MITERED FRAME WITH INTERIOREG FRAMEM FRAME WEMITERED FRAME WITH i AND EXTERIOR FRAME WELDS a AME (SHOWN)OR CORNER KEYS AT A (SHOWN)OR CORNER KEYS AT p J o z SCREW BOSSES.SEALANT AT ALL CORNERS O 'I SCREW BOSSES.SEALANT AT ALL CORNERS Z ILLS LL to W 30 ldJ IUWB U_ X L LU F-Z tY en aao c� Ci Yo- O z 2.784' 2.784" os4• �.!I.� .o9C e-I o.2.78Vt.� z a z g v o 1 D � TABLE 12: 1 .074• 082" � .074" 08Y A74' 082' Q Kom POTPartO Description Material 1 1.37s� L 1.37s� ® $ # 1.B7s A38" 50D• .438• " 438' ilio Zp t�- 1 4Z69C Flanged From Alum 808376 1.000• ma• T �„� T,_ �0"xiam O j Z 2 4285 E"aldeg From• Ahem.808375 500 T � 1.126 I"�I"— G a ' 3 4256 Integral Rn From AWL 808376 FLANGE FRAME O EQUAL LEG FRAME �i 077• 0 3 G a C 4 4256 7116"tarnl.Glass Beading AkM W8375 O#4253C,608375 #4285,808375 iiiiLLL�)11 6 4264 I.G.Glass Beading Ahm.8DW75 3 FII FRAME u X O D� 8a 4270 Mtaiellan Fael•na Cam Alun.808375 O #4258,808375 m -S- ea •asap»_ Bb 4224 Installation FaMalar Coca Ind PVC j 70589C el tel 90'"mor IaiMs) Palyelhylen• •• �•• • • • •• - - --�{ 970• �— _"{ �'.' .348• -+{ 1.037'�.. `\\` �NppY LYN/y 11 TP24718 Vicryl Bulb WesthareMp Inc PVC,Duro.Is M•1 i i •i i i i i `I .876' .878• F',,.•' L{CENy�''•��A,P �'.. 13 Dow 899,GE 7700 Slicarw a Equhc • �•s•_ • • ••• • � ��• 20 71862K Selling Black,Mana 3/16"x 7118"x4" Neopraw,Duni.85+1-1 ••• *•i�I�j�•• i i ••• ��`II"— _ No.S0705 >` 1 21 71704AK Setting Black,I.G.3/18"x 1-3197x4" Neoprene,Dun 85 H-1 7/18"LAM) I.G.GLASS INSTALLATION Te 22 DURAK718 7118"DueBssl Spacer �GLAS3 BEADING O BEADING OFASTENER COVER 29 08 x 1.114"FH SMS Stainless Steel ••• #42 ••• ••• 5 #4254,808375 68 #4270,8083-T5 ;(S�.F<umva..•C^��: 30 1 781PDX INS x 1"Quad PH SMS stainless Steel ••• i w 000 •• i • r•• i i ! NAL ••• • • • • • A.LYNN MaLER•P.E. P.E.e'687 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • LOCATION PLAN s " Y E n o a 7 N 5743 NW 159 Street " Miami Lakes 33014 *11- mew The NEY O COLIAZOS RESIDANCE 60 NE 99 STREET , Miami Shores, Fl. 33138 a'-n' HR Egress3 5 3 b. BEDROOM GARAGE 9> ;11, HR Egress �_✓ 12, HR BATH LEGAL DESCRIPTION <$`- MIAMI SHORES SEC 1 AMD PB 10-70 LOT 5 M 8 LOT SIZE 50.00 X 115 OR 19822-0244 02 2001 1 Q Q Q Q BEDROOM COC 22068 4510 02 2004 4 KITCHEN 13 HR Egress HR 7 OPD" PRODUCT APPROVAL OPENING TO BE MODIFIIE SIZE DE"PFESM �O'K PRES%K RA t s • • f•,w • ,..• LIVING ROOM - MK q ass w H PRODUCT n . ENTRY K rea. POS NEG POS NEC ZON f•1 11 16" 37" 63" 15-0528.26 16.18 +40.1 -53.6 +80 -80 5 FIXHR 8 3 13 16" 106 3/4' 38 3/8" 15-0519.09 9.41 +40.1 -53.6 +60 -60 5 '''•1 2 MASTER BARHROOM ' t4 13 t6' S3 1/8" 36 3/8" 15-0519.09 6.99 +40.1 -53.6 +75 -75 5 OP �.�••• • •f •..•. 5 13/16- 37' 38 3/8" 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 . 0 / , MASTER BEDROOM 7 13/16- 37" 38 3/8" 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 6 .• Egress _.-.\ •.•.•• HR I4� + , • , Egress s w • • •s• • • a•9 10 13/16' 53 1/8" 38 3/8" 15-0519.09 6.99 +40.1 -43.4 +75 -75 4 HR 11 13/16. 53 1/8" 38 3/8" 15-0519.09 9.76 +40.1 -53.6 +75 -75 5 3 12 13/16' 37" 26' 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 W 13 13/16" 74' 38 3/8" 15-0519.09 9.76 +40.1 -43.4 +75 -75 4 1 14 13/16- 1 106 3/8" 63' 15-0519.09 15.45 +40.1 -53.6 +60 -60 5 M note: openings# 2,6,8,9 shutter protection will remain o U FBUILi.Aj-40- l.EV `" � L �) '� W APPROVED PLOORPUW IfIs CHUM er. A LOCATION PLAN 71 �_= I 9 q.,l I., 10i L HR s k E re5s - - --__-- BEDROOM - GARAGE 11� HR Egress (8� ,g'6' 12 HR BATH LEGAL DESCRIPTION MIAMI SHORES SEC 1 ARID P8 10-70 BEDROOM LOT 5 BLK 8 LOT SIZE 50.00 X 115 OR 19622-0244 02 2001 1 Q 4 Q Q IOTCHEN COC 22068 4510 02 2004 4 13 HR Egress HR 7 OPD" PRODUCT APPROVAL OPENING TO BE MODIFIED SIZE BFsaR PRS APPROVAL PRS RATW LIVING ROOM ass PRODUCT r 14 HR ENTRY �s) MK tK W H rib,ea POS NEG POS NEG ZON 4*-9' ---- 1 1 1/16- 37" 63" 15-0528.26 16.18 +40.1 -53.6 +80 -80 1 5 •••• FIX • • •••••• •0•••• 1 i`2 MASTERBARHRooM HR 5 3 13/16- 106 3/4" 38 3/8" 15-0519.09 9.41 +40.1 -53.6 +60 -60 5 \`J13/16* • • • • oPENINc To BF MODIFIED 4 13 16" 53 1/8" 38 3/8" 15-0519.09 6.99 +40.1 -53.6 +75 -75 5 •"••' •'•' • "•• 5 13/16' 37" 38 3/8" 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 ••••'• • • • •••••• MASTFR BEDROOM •••• • • ••• Egress 7 13/16- 37" 38 3/8" 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 •••••• •• • • ••• HR �4l) •••••• •••••• • •••• Egress • HR 10 13/16- 53 1/8' 38 3/8" 15-0519.09 6.99 +40.1 -43.4 +75 -75 4 ; ' ; • • • ••:• 11 13/16- 53 1/8' 38 3/8" 15-0519.09 9.76 +40.1 -53.6 +75 -75 5 '000'0 12 13/16- 37 26" 15-0519.09 4.88 +40.1 -43.4 +75 -75 4 •. • • *00 • 13 13/16' 74" 38 3/8" 15-0519.09 9.76 +40.1 -43.4 +75 -75 4 0• • 14 13/16- 106 3/8" 63" 15-0519.09 15.45 +40.1 -53.6 +60 -60 5 U N = W Z IiF m OETCJl"m FLOORPLM SbV.0 KI$ bum OV: a*=W- 911 A a Y "n EE Irl i F-1 L OPENING TO BE MODIFIED 3 a a FOR A NEW 37 X 63 IMPACT FIX WINDOW 1/ EXISTING FRONT SIDE ELEVATION PROPOSED FRONT SIDE ELEVATION 2 14` OPENING TO BE MODIFIED • •• • + '--' FOR A NEW 106 3/4"X 63 •• •+. • I PROPOSED LEFT SIDE ELEVATION IMPACT HORIZONTAL ROLLER WINDOW • + •'• • ... .. .. ,... EXISTING LEFT SIDE ELEVATION •..... .+ .i' .. EXIST. 8"x 8"existing CBS W41- _ concrete linte —" EXIST. T-BEAM 1#5 IN FILL CELL W/4"EMBD. WINDOW SEAL ON BOTH ENDS. " (TYP.) EXIST. 1#5 VERTICAL REIN. ONC SLAB. g W/6"EMBD.ON BOTH ENDS Zi rn Z W Z DTL.A WINDOWS 1&14 OPENING I $ rE DETAIL o® QROORPLM NTS 016M1 sv: SHUT HO- W. Al M p YC � s �i i OPENING TO BE MODIFIED FORA NEW 37X63 IMPACT FIX WINDOW ',,I/\% �3 EXISTING FRONT SIDE ELEVATION a_ PROPOSED FRONT SIDE ELEVATION V QQQ�i 14 OPENING TO BE MODIFIED •• • • •w Y FOR A NEW41063/4'X63 PROPOSED LEFT SIDE ELEVATION i • • • IMPACT HORIZONTAL ROLLER WINDOW ••••• ••,• . •••• • 00 j" •EXISTING LEFT SIDE ELEVATION •....' :'•••' . `. .• •. .. Y• . + .•.• • •••... • • .0-0-0. .••. • • a Y 010, 8"x 8"existin a . • � ..•. concrete linte�'�'i .• • • 000 • • EXIST. • • + T-BEAM • 1#5 IN FILL CELL W/4"EMBD. WINDOW SEAL ON BOTH ENDS. 8 (TYR) r EXIST. Gi CBS WALL ONC SLAB. v o g DTL.A WINDOWS 1&14 OPENING � rl w rn Z DETAIL ® NTS $ mcI•nut fLOOMM! WaE. NTS OMM W BIEff M_ ft Al