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WS-14-1838Miami Shores Village Building Department AUG 222014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ; Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC �20 w BUILDING Master Permit No.ua /Y— �% PERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC ❑ ROOFING [ REVISION ❑ EXTENSION []RENEWAL ❑ PLUMBING [:]MECHANICAL []PUBLIC WORKS [ CHANGE OF [ CANCELLATION [:] SHOP 9 �CONTRACTOR DRAWINGS JOBADDRESS: a s 11d v 10Y :? 0r� . r� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /1—C9113(0 ' s DOM Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction OWNER: Name (Fee Simple Titleholder): Address: cws fog City: Flood Zone: BFE: T _ FFE: MAYO Viz?0XS&VPhone#: State: ® L- Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:®Um Phone#: a ®S Address: CI City: Qualifier Name: State Certification or Registration #: �� ° Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: ly Address: / City: State: Zip: Value of Work for this Permit: $A Square/Linear Footage of Work: eyc:_� Type of Work: ❑ Addition ❑ Alteration ❑ New ^ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2,-�o CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ y TOTAL FEE NOW DUE $1n 8 ... 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 $1500, 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 ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu . In_the abs ce of such posted notice, the inspection will not be approved Od a Fe0rJ-p-q'JqPri fee will be charged. ® 7NERorAOFNT The foregoing insqwas_ a..c�}knowledged before me this / day of �1%(�---, 20 by a� AAIWA who is personally known to me or who has produced as identification and who di oke ark ath. NOTARY PUBLIC: Sign: Print: Seal: i�9T x*•a**+xer *.04, APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing pstrumennt was acknowledged before me this day of/ d'f v�+1�� 201 by 4,r'A= Cir,) �— , who is rsonally know me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review Clerk DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET •�°�►W TALLAHASSEE FL 32399-0783 CRUZ, JORGE LUIS GENERAL IMPACT GLASS & WINDOWS CORP 5721 SW 59TH PL MIAMI FL 33143 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalleense.com There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE PROFESS -I CGC1513944,1` CLRTIgIEDAG CRUZ G GENERAL ��NlRAC (850) 487-1395 AC#;.6 2: F 'BUSINESS AND L,jREGU4ATI01Q %30/12 120044556 > CONTRAC'EOR SSS 4WINDOWS C I$,• -CERTIFIED cinder the provis3 s oP Ch 499 Fs•, ,Saprat3on data i. AUG. 31,;`2'014 T�120?300'1395 DATE BATCH NUMBER LICENSE NBR :'0773012012.,, Thi`GENERAL CQNTRACTOR 1�'auned:: below IS CERTIFIED ' ` ` V er the pr`'ov3.a3.6As of C h ap t e i Expiration date: AUQ,1, 2014 �. .: .. f ` CRIIZ JORGE-LUIS,' GENERAL. IMPACT ND 0,1 ; CORP 5721 • SW PL .59TH' MIAMI•... FL 33143 GOV-:SCOTT5 'EAMOR --- -___ -----._�_.___.--,---------- DISPLAY AS REQUIRED BY.. LAW __ _-------._-__-. REN LAWSON SECRETARY 10/09/2013 14:00 FAX 0001/0001 i Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THISIS NOTA IML -DO NOT PAY. . CC NO: 056500223 BUSINESSNANIE(LOCATlON RHCEWTNo. EXPIRES GCEONERAI 1MPACr GLASS &WINDOWS M'w Busm" SEPTEMBER 3012014 290 W 78 RD 7AM97 'Must be displayed at place of business HIALEAH, FL 33014 Pursuard to Courtly Code Chapter tlA7Art.9 & 10 OWNER GENERAL IMPACT GLASS & WINDOWS TYPE OF OUSMSS ut�� SPECIALTY BUILDING CONTRACTOR PAvn RECEWD BY TAX C LLECTOR 175.00 10/08/2013 FPPUD9-14-000227 eFormora i*mudon. visk SIJ: os -v) vii 00mw '. kp.ca1. Business Tax receipt M.iami-Dade Cou ty,.StAe of. FloridaL B,,T'. HI[S IS NOTA BILL —150 NOT PAY • . 6413322 BUSINESS NAME/LOCATiON RECEIPT NO. EXPIRES. GENERAL IMPACT GLASS & WINDOWS CORP RENEWAL . SEPTEMBER 30,:.2014 290, W 78 RD , " 6681473 Must be display a4 place of business . HIALEA'H FL`33014 Pursui tto Cob* Code. Chapter 8A Art. 9 & 10 ' ,• Owm4w, SEC. TYPE OF BUSINESS, ` pAYMEtYT.RECEIVED GENERAL•IMPACT GLASS &WNDOWS 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOI$. CGC1513944 Worke'r(s) 3 $45.00 d9/1 i/2013 1XHSi-13-062054 Loeal SaslnessTai Receipt only confirms pgm-oo gf tl�e Local Basioess Tau The R eiQt is not a licetr:e, T.16 permit or a cerbficatiop of the h5lder qualrficadons; to dd 6•asul m Holdq.pm comp qr 7rt6 any governmental or nongavernme[M." gvlatorylaws aid fegciremerts vuiucd applyto the bnsinass. Tile RECEIPT N0. above must 6e displays bn aR commercial vehicles Miami +Dad®Coda Sec fie-21B F& more information; visit annrwaniamidadenovJtaucollector A'CERTIFICATE OF LIABILITY INSURANCE D"T" m 08/1512014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATivwL 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: ff the certiftcaie holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. N 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). PRODUCER Statewide Insurance Market#3 8024 Agro Road Sutfe A-7 Fort Myers FL 33912 CONTACT NOemi lzqulerdo PHONE 239-437-3444 FAX Nc . 238 437-8444 tnsuranoesw@"ILcom IN AFFORDING COVERAGE NAIC A MSA. AIX SPECIALTY INSURANCE COMPANY uwsuRED GENERAL IMPACT GLASS & WINDOWS, CORP. 290 West 78th Road Hialeah FL 33014- INSURERS.* INSURERC: INSURERD: INSURERS 1 INsuRteRF• YVYGRl1Vr-'� l�L-K � �F.�l�tl �!� N� �MiRFId- RFV{C �f lllf RN �INIRFV. THIS IS TSD CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.. iNOIVNTHSTANDING ANY REQUIRE MEM; TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THUS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL VE TERMS, EXCLUSIONS ARID CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R TYPE OF WSURANCE gpVp POLICY NUMBER �D FFF POUCY W LRrdT8 GENERAL LIABILITY EACHoccuRRENce $ 100,0.00 I $ 100,000.00 COMMERCIALGENERALLUIBII9TY CLAIMS-NIADE ❑ OCCUR MED EXP Ow ei. ate+ $ 5.000.00 A' 2,500 DEDUCTIBLE L1JA39274100 08/14/2014 0811412015 PERSONAL &ADVMJURY $ 1,000,000.00 GENERALAGGREGATE $ 2,000,000.00 GEt+FLAGGREGATEUMITAPPLIESPER: PRODUCTS -COMPIoPAGO $ 2,000,000.00 POLICY n PRO- LOC $ AUTOMOBILE LIABILITY (COW GLE I $ Ea BODILY INJURY (per person) $ ANYAUTO AUTOS OVMEO SCHEDULED AUTOS BODILY MJIM (Pera q $ HtIREDAUTOS A O$ $ UidBREUA LUABHC0Lc=,,-MAE EACH OCCURRENCEEXCESS AGGREGATE $ L M DED I I RETENTIONS $ WORKERS COMPENSATIDN VIC STATU- OTH- AND EMPLOYERS' LIABILITYen ANY PROPRIETORIP� YIN OFFICERMUMBEREXCLUDED? (Myaendatcq In s� tlIQ Dl�CRIPTION OF OPERATIONS bd. NIA EL. EACH ACCIDENT $ EL DISEASE -EA EMPLO $ E.L. DISEASE-POUCY IJMTr I$ DESCRIPTION OF OPERATIONS I LOCAMONS I VEHICLES (Attack ACORD 161, AddanwW Remarks Sahedul% rincre space Is requhed) OPERATIONS: MANUFACTURE,RETAIL & INSTALLATIONS OF SHUTTERS, WINDOWS & DOORS. THIS GENERAL LIABILITY POLICY CONTAINS ADEDUCTtBLE OF $2,500.00 PER ANY CLAIM. (LIC: CGC1513944) MIAMI SHORES VILLAGES 10050 NE 2 AVE MIAMI SHARES VILLAGE FL 33138 I I ACORD 25.(2010/05) SHOULD ANY OF THE; ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED- IN ACCORDANCEwrm THE POLICY PROVISIONS. AUT140M D MPRESEWAYM The ACORD, narne and logo are registered marks of ACORD I flahts reserved. A ©® CERTIFICATE OF LIABILITY INSURANCE DATE 2014 Y) os/1a/aD14 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(les) 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 Ileu of such endorsemen s . PRODUCER Willis of Florida, Inc. CONTACT NAME: PHONE 1-877-945-7378 a No :1-888-467-x378 c/o 26 Century Blvd P.O. Bos 305191 Nashville, TN 372305191 USA E-MAIL DDRESS:certificatea@willio.com INSURERS) AFFORDING COVERAGE NAIC # EACH OCCURRENCE $ INSURER A:Technol Insurance Company, Inc. 42376 MED EXP one n $ KWREDGeneral Impact Glass & Window a Corp & General Impact Glass & INSURER B: INSURER C Hurricane Shutter Parts Inc 290 West 78th Road PRODUCTS - COMP/OP AGG $ Hialeah, FL 33014 INSURER D: - INSURER E: LIABILITY ANY AUTO � CHEDU SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS INSURER INSURER F : COVERAGES CERTIFICATE NUMBERW529527 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. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR v_•'_'� EACH OCCURRENCE $ DGET PREMI(Ea occurwCal $ MED EXP one n $ PERSONAL &ADV INJURY $ GEHL AGGREGATE LIMIT APPLIES PER: POLICY ❑ JERCOT F]LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO � CHEDU SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS OMBIBINEEDD SINGLE UMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per aaldeat) $ PROPERTY DAMAGE $ acd UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIEfORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? � (Mandatory in NH) nyes, de C1Ibe Under DESCRIPTIONOFOPERATIONSbelow NIA TWC3399799 02/07/2014 Oa/07/a015 %� ST TUTS ER EL EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 EL DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD 101, AdMonal Remarks Schedule, maybe attached If more space Is required) Operations: Manufacture, retail & installations of shutters, windows & doors CERTIFICATE HOLDER CANCELLATION ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SR ID:6645540 BATCS:Batch #: 79779 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Miami Shores Village 10050 M8 2 AVriami Shores Village, FL 33138 v_•'_'� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SR ID:6645540 BATCS:Batch #: 79779 Summary Report Property Information Folio: 11-2136-011-0300 Property Address: 25 NW 108 ST < Owner MARCO VELASQUEZ MAGNA VIERIA Mailing Address 25 NW 108 ST MIAMI, FL 33138 PrimaryZone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMLY 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,654 Sq.Ft Living Area 1,582 Sq.Ft Adjusted Area 1,526 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1952 Assessment Information 20141 20131 Year 2014 2013 2012 Land Value $99,374 $45,979 $45,979 Building Value $154,920 $103,463 $118,170 XFValue $1,900 $1,926 $2,341 Market Value $256,194 $151,368 $166,490 Assessed Value 1 $256,194 $151,368 $166,490 Benefits Information Benefit Type 20141 2013 2012 Homestead Exemption 1 $25,000 $25,000 Second Homestead Fxemptlon 1 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 14 BLK 214 LOT SQE 75.000 X 123 OR 17330-1526 0896 3 Generated On: 7/2/2014 Taxable Value Information 20141 20131 2012 County Exemption Value $0 $50,0001 $50,000 Taxable Value $256,1941 $101,368 $116,490 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $256,1941 $126,3681 $141,490 City Exemption Value $0 $50,000 $50,000 Taxable Value $256,194 $101,3681 $116,490 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $256,194 $101,3681 $116,490 Sales Information Price I OR Book Qualification Description Sale Page 1Previous 07/31/2013 1$377,000 28762-2027 Qual by exam of deed 2008 and prior year sales; Qua[ by exam 09/26/2008 $300,200 26596-0633 of deed 08/01/1996 $0 17330-1526 Qua[ by exam of deed 10/01/1995 1 $0 16963-1536 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at httpJ/www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) Version: I a PERMIT.._ w Miami resl/ilt APPROVED BY m- DATE ZONING DEPT° BLDG DEPT SUBJECT TO CCMiPL ANCE WITH ALL FEDERAI. STATE ANO CCUNTY RULES AND REGULATIONS FLOOR PLAN, 0 SITE OF PROJECT LOCATION LEGEND a Single Hung Window 0 Sliding Glass Door - : Horizontal. Roller Window Qutswing Door NA Not Part of the Project WAM JAIRO BLANDON GARCIA ME 07-15-2014 moo W. DM N. T. S. N W z c� cn Q.- 121- >2 Cf) co 0 = U � Q �2255NE108Stmt Miami Shores, FL 33161 GENER dT LMPAa GL6-%$ GENERAL IMPACT a�cr � �ro,�oes DRAWING NUMBER 14-082 SHE Er 2 OF 3 WD M F11 11:11747,85- Its ' +.i , �i"FVLZWLN 0o No WER R ELEVATION 0801 Type SOD Mafia 11 a a AL WD 36; 0 WD Li0 R Lila WM JAIRO BLANDON GARCIA aur: 07=15=2014 er: ouE: N. T. S. W CD ZD z cY o > 0�hd' c'71 �� CS! � ch�d'� 0 �d'� tZ C/7 O O cNo coo co co cfl X 0 X X 0 U Qf 74 3774--- Mo Mo M0 mom B fATI0N IXOI EXfiR10R €LEV mH'fOXi EU RN ELEVAMS (X4] rasr� • •Type SH Type HR Marla 8 Mafia 9 • Tyles HR Marta 9A 25 NE 108 Street Miami • Shores, FL 33161 LEGEND 1» wood .buck to be independently anchored to the structure v/ . a min. of 1Y" embedment @ 6" the DRQ Masonry Opering, spacing from ends Q 12» o.c. elsewere. GFN,RALL DD Dooi^ Dir�ension, PACT NOTE: Field verify .height from finish floor to window GENERAL IMPACT WD Window Dimension', sill. "If less than 37", then stopper must be installed. Wram= low � X&SWO Horizontal Ro«er Window. Not required when opening access to a Balcony.HR rm'' SH Single Hung Window ALL ESCAPE - WINDOWS SHALL PROVIDE A CLEAR SGD Sliding Glass Door. OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE OSD OUtSWIn Door WIDTH SHALL NOT LESS THAT 20" AND THE HEIGHT g SHALL NOT BE LESS THAN 24 ELEVATION DETAILS I DRAWING NUMBER 14-.082 sir z OF 3 ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART SOUTH FLORIDA EDITION - Easy t e. 07 1 s 'For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 Kzt = 1.0 ersYsealscom Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCp! = ±0.18 Kd = 0.85 Broward Palm Beach Broward Palm Beach (Coast) Miami -Dade Miami -Dade (Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph osu Ci Ca Exposure Category'C' Exposure Category'D' osure tegoryC Exposure CategoryD' Mean All Triburary Areas Roof Zone 4 Zone 5 Height (Interior) (Corner) up to: + + - 15 ft -'A3Xg:-4, +37i8 0.6 20ft +40.2-43.6 +40.2-53.8 +4.541-05L,4: 25 -ft-, 44-2-.1 -45.7 20 ft 30 ft +43.7-47.4 +43.7-58.6 -:+4,C.6 n,ft 445.Z49;0 =+45.2.:60:5 4$0.i1 40 ft +46.5-50.4 +46.5-62.2 -KIS 49 ft t47i6 -513 +47.15 -618, ` 50 ft +48.7 -52.8 +48.7-65.2 "as & SS ft ;+49.7 -53.9 +49.7 -664 60 ft +50.5-54.9 +50.6-67.8 +54.4-59.0 X -ft'. 441-1,8, 1,47. 8 -447.8, 47;7`7 80 ft +49.2 -49.2 +49.2-90.2 x'60.1 +SSS •-74.3 41.6 50 ft 100 ft +51.6-51.6 +51.61-94.6 1 -75.7 120ftt 45-3.6-,516- --6-16 983 140 ft +55.4-55.4 +55.4 -101.5 60 ft +58.4-63.3 1 104.4,, ISO ft +58.4-58.4 +58.4 -107.0 200ft+59 7, 759.7 .7 -109,4, Mean Roof Height up to: All Triburary Areas Zone 4 Zone 5 (interior) + Zone 4 Zone 5 (Interior) (Comer) + + IS .4 -43' +4.541-05L,4: 20 ft +42.6-46.2 20 ft +48.2-52.3 +48.2-64.6 -:+4,C.6 4844 +4'-qJ5g-S9.7_ 25. k 4$0.i1 -54.4 t50,111157,1 +46.3-62.1 -KIS 30 ft +51.7-56.1 +51.71-69.3 -75.4 40 ft "as & +49.2-65.9 +53.2 K 712 '+58.8 40 ft +54.4-59.0 +54.4-72.8 +51.6-56.0 +51.6-69.1 -,45 ft:; 455.5 x'60.1 +SSS •-74.3 41.6 50 ft +56.6-61.3 +56.6 1 -75.7 IQ ft - 55k +57.5 -62.4 -+57-5, -77.0 +52.1-52.1 60 ft +58.4-63.3 +58.4-78.2 +60.,8,r .4 +515 70-41 100 ft oo ft +54.7-54.7 +54.7 -100.2 80 ft +56.2-56.2 +56.21-103.0 �,104.1, 14Kl O ft .+58.7 4 7t3 4574 --957,3 71051: +67U 100 ft +58.4-58.4 +58.4 -107.1 +61.9 120 ft .•+60.3 -6b3 + 3. 6L,2=+63-Z -115 q 140 ft +61.9-61.9 :1601.._,.14-,,-69 4t 80 ft +64.7-64.7 in :Design conforms to the 2010 Florida Building Code. Tabulated design wind loads are based on ASCE 7-10 specifications for components and cladding based on de sl Z criteria as noted herein. - Where this document Is used for permit, applicability o design criteria noted herein (Basic Wind Speed, Exposw a Category, Risk Category, etc.) shall be verified by the Wcontractor & building official prior to construction. Z • This specification may be used In conjunction with LU U1 enghmring under separate certification (by this engine r or by others) using Allowable Stress Design (ASD). - Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, Fl. 33432 Mean Roof Height up to: All TriburarjAmas.-_ Zone 4 Zone 5 (interior) + �Z • Plus (+) & minus (-) signs signify pressures acting toward .4 -43' and awsry_frorn the exterior component or cladding surface, 20 ft +42.6-46.2 +42.6 -57.0 Oft, A2; -:+4,C.6 4844 +4'-qJ5g-S9.7_ 71 30 ft +46.3-50.3 +46.3-62.1 -KIS 3 +47.9 -53»9 447.9-64 -75.4 40 ft 449.2-53.4 +49.2-65.9 -45 ft '+58.8 -54,9 *5 -67.6 50 ft +51.6-56.0 +51.6-69.1 -69.9 55 ft +52.7 -57,1 +52.7,4,05 41.6 60 ft +53.6-58.2 +53.6-71.8 -61.9 - IQ ft - +58:2 -7-1 -5,8;2 458-.2-106.6 80 ft +52.1-52.1 +52.1-95.6 -109.1 90 ft +60.,8,r .4 +515 -98.0: 100 ft oo ft +54.7-54.7 +54.7 -100.2 120-k -'-�56.8 -56.9, +56,0 �,104.1, 14Kl O ft .+58.7 -58.7 +58.7 -107.6 160 ft +67U +60,3 -110.6 ft +61-.9--61.9 +61.9 -113.4 2L +632 I - 6L,2=+63-Z -115 q Mean Roof Height up to: All Triburary Areas Zone 4 Zone 5 (Interior) (Comer) + + Round down to values shown. • Plus (+) & minus (-) signs signify pressures acting toward 4-17 +48.645.1: and awsry_frorn the exterior component or cladding surface, 20 ft +51.1-55.4 +51.1-68.4 - Where "Mean (average) Roof HeISW cannot be 25 ft +$11 ;.57.'6 +511 -71.1 30 ft +54.8,59.5 +54.8-73.4 -KIS 35 ft -+563 �61x1 a 56.3. -75.4 40 ft +57.6-62.5 +57.6-77.2 -kS ft, '+58.8 -69.8, +58.8 7.4;8, soft +59.9-65.0 +59.9-80.2 -69.9 S5ft+60.9 -86.3 -6411 +60.9 41.6 60 ft +61.9-67.1 +61.9-82.8 -61.9 - IQ ft - +58:2 -7-1 -5,8;2 458-.2-106.6 80 ft +59.5-59.5 +59.5 -109.1 90*• +60.,8,r -m604,. ,+60.8 -,111.4. 100 ft +61.9-61.9 +61.9 -113.4 1120* +619 -63.9 +0 9! 417.1 140 ft +65.6 -65.6 +65.6 -120.3 ,-,7,6,0 ft', +67U -67.1 +67.1•-123:1 180 ft +68.5-68.5 +68.5 -125.7 200 fE A§4 -69.8 +69 8 -128:0 - Wind Speeds noted above are ultimate design wind - Wind pressures are applicable to all building floors. speeds (3 -second gust). - Tabulated wind pressures are valid for all roof slopes; no - Cities and/or counties are listed only as a general guide, reduction for roof slope 510° has been considered. based on Risk Category 11 buildings. Verify applicable wind - Tributary Area noted In table (effective wind area) is speed and exposure category with local building equal to the minimum of [height x width) or lint x ht / 31. department Round down to values shown. • Plus (+) & minus (-) signs signify pressures acting toward - Zones 4 & 5 (°interfor' and "comer' zones, respectively) WOIN!:cs and awsry_frorn the exterior component or cladding surface, tt areas shown to the right, where the dimension the respectively. minimum of IV% ofthe building's least horizontal - Where "Mean (average) Roof HeISW cannot be dimension or 40% 6f the mean roof height, but never less determined, peak roof height shall be used, except that than 3'-0' or 4% of the least horizontal dimension. save height shall be used for roof angle less than or equal - This specification is valid only for use with structures NOT to lb'. Round up to values shown located In the upper one-half of an Isolated hill, ridge or - Design Is based on structure classification as Enclosed Bldg: Copyright @2013 Easy Seals a I ' a S 714- IS Ewe Height Mean Roof Ht PaakHOW WALL ELEVATION I zone 1 4 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category'D' Mean All Triburary Areas Roof Zone 4 Zone S Height (interior) (Corner) + + - 3S -ft +51-A -55.8 +51.4'-68.9- 20 ft +54.1-58.6 +54.1-72.4 25 ft +561.2 -61-.0 +96.2-75.3 30 ft +58.0-62.9 +58.0-77.7 35 ft +59,6 -KIS +59.6 -79.8 40 ft +61.0-66.2 +61.0-81.7 45 ft, +62.3-67.5 +621-83.4 SO ft +63.4-68.8 +63.4-84.9 SS ft +64.5 -69.9 +64;5 -86.3 60 ft +65.4-71.0 +65.4-87.6 70"Ift +611.5 -61.9 - +61-.S.-II2.8 80 ft +63.0-63.0 +63.0 -115.4 90 ft -+64-3 -64.3 +64.3 117.8 100 ft +65.5-65.5 +65.5 -120.0 110-ft+67.6-67.6 +67.6 -123.9 140 ft +69.4-69.4 +69.4 -127.2 100(k +71-0 -71. 41. '4301- 180 ft +72.5-72.S +72.5 -132.9 200,ft a uq, T- , s 'ignii� v raised Sul -7 I " �4429531 WA ELEIMON KP�467�82,----- Document- No. MRS C\ MII-MQE t DEPARTMENT OF PERS M'MG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE -ADMINISTRATION DIVISION NOTWE OF ACCEPTANCE (KOA) E.S. Windows$ LLC 106531E Quaybridge Ct niriami, M 33135- F= rMAMI DADS COUNTY PRODUCT CONTROL SECTION 11865 SW 26 Stmt, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 mmv_-mlamldade.�ov wWe SCOPIn This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submiffed has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pr6duct 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 matedil'tested for quality assurance purposes, if this product or material fails to perform in the accepted manner, the manufacturer will' incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: -Series "3000" Aluminum Outswing French Doors w Iwo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev G, titled "series -3000 Alum Outswring French Doors (LMIY' sheets 1, 2, 2.1, 2.2 through 6 & 6.I.of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. A%SHZ IMPA'`,,CT RATING: Large and 5nm1111V bsile hnpacf Limitations: 1. Lower Design Pressures of Doors, $idelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL ofthisNOA 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 ofany 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 # 491217.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ish#q I. Chanda, P.E. q(� c�taart uac couHrnr NOA No 12-41M.40 `lt `� R, � o NEW Expiration Date: September 16,20.14=) �c\ + Approval Date: May 24, 20121 Page 1 R.S. Windows, ILC NOTICE OF ACCEPTANCE: EVIDENCE SUBYffMD A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 091217.03) 2. Drawing No. W04-51 Rev, titled "series -3000 Alum Outswing French Doors (LMIr, sheets 1, 2; 2.1, 2.2 through 6 & 6:1 of 7, prepared by Al-Famoq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TEST'S (transferred from file # 09-1217.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Statie Air Pressure Test, Loading per FBC TAS 202-94 31) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 - Along with marked-up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTI -394'7 & F TI.-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-51.64 per TAS 201/203-94, issued. by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC 2010, prepared by Al Farooq Corporation, dated 03/01/12 signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad. Viqar, P.E. (transferred from file # 09-1217.03) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (P.ERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Class ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours far `Butaeite PVB Interlayer", expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and leiter of no financial interest, prepared by Al Farooq Cotporation, dated 02/24/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. C. OTHER 1. This NOA revises NOA # 09-1217.03, expiring September. l6, 2014. 2: Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated 07/31/07 & 02/06/06 approved by BCCO. 3. ES Windows Distribution agreement Energia Solar, S.A.. and ES Windows, LLC, dated 10120/10, signed by Ms Carla G. Torrente and Andres Chrespec 'vely (42-0130.39). 1 Ishaq 1. Chands, PY Product Control Examiner NOA No 12-0308.40 Explratlan Date: September 16, 2014 Approval Date: May 24, 2012 B•-1 r IAR %IA - (4} ANCHORS A7 Mf O. SfILES"I AND MULLION ENDS 6° MAX. HEAD/SILL CORNERS FRAME WIDTH 33 11/16° 13° 33 11/18° FR. HEAD & SILL FRAME H & SILL HR H &SIU TASTED UNITS NOTES 6° `o 3° S. 3° 3° 3. 71- F fli INACTIVE LEAF' ACTIVE LEAF 2" �Y SEE DETAIL 0 ON SHEET S. INSTRUCTIONS: PIdbd m ^ a USE CHARTS AS FOLAWB.DETERMINE ON WIND VELOCITY. B 0 HdQHT, LOAD REQUIREMENT �� MAO n tow �I o LOCK O MONS MISSRE IMPACT. II SHUTTERS ARE NOT REQUIRED. SEE SHEE4 2 FOR CAPACq II �1pY SFE SHEEP 2. / II�� ga GEM ��• \ jIL1L,�� a USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME SILL OPTIONS USED CA�N. 3g3G STEP 3 FOR SIDEUPE PANEL (0) CAPACITY SEE SHEET 2.1. STEP ¢ FOR wan COM8INATIDN WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. draWinG no. STEP LOWEST VALUE3 Y TENTIRE 1 Am A SMALL SYSN \ .' ACTIVE . , INACTTve 12° 2S 8/18° 28 3118° - wx WAD 26 8/18° D.I.OPO. D,OPO. O L OPO 33 8/18° 38 13/16° 335/10, SURFACE APPLIED /- FALSE MUNTINS MAY BE USED E G \ I Lou am s HINGES �MW 2 655 �V h �1 a log V � g acnve � � z ^ Lai BU1T HINGES 28 3/18° % SEE FOR CAAPACIPACI SI TY 2 L 90 �— WIDTH LL LEAF WIDTHOXXO ? PANEL WIDTH 1 t SERIES -3000 ALUM UTSVING MWCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS U5TED, SPACED AS SHOWN ON DETA6S ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORHOR OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THUS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO 8TEEI_/hfETAL SCREWS, THAT COME INTO CONTACT WITH OMER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. TYPICAL ELEVATIONS TASTED UNITS NOTES `o 2 E CONCEALED ON /kms AND BEXPOSED OLTS ON INACTIVE LEAF' ACTIVE LEAF 2" �Y SEE DETAIL 0 ON SHEET S. INSTRUCTIONS: PIdbd m ^ a USE CHARTS AS FOLAWB.DETERMINE ON WIND VELOCITY. B 0 HdQHT, LOAD REQUIREMENT �� MAO tow . o THESE PRODUCTS ARE RATED FOR LARGE & S MISSRE IMPACT. USING APPLICABLE ASCE MER 2 FOR SINGLE(X) AND DOUBLE (M DOOR CAPACTIES SHUTTERS ARE NOT REQUIRED. 4 SFE SHEEP 2. ga GEM a USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME SILL OPTIONS USED CA�N. 3g3G STEP 3 FOR SIDEUPE PANEL (0) CAPACITY SEE SHEET 2.1. STEP ¢ FOR wan COM8INATIDN WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. draWinG no. STEP LOWEST VALUE3 Y TENTIRE Am A SMALL SYSN I t 'X' DOORS 'xx' ItOORS NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - fOLASS AND HARDWARE OPTIONS) DESIGN LOAD CAPACITY - PSF GLASS AND HARDWARE DATIONS FRAME KMIT INCHES FR" WMIT INCHES GLASS TYP&S HINGES GLASS TYPES HINGES LOCKS FRAME WIDTH 'A', 'H' & 'D' I 'C' & 'E' 'IM OPTION 11' OPTION 12' OPTION '1' OPTION '2' INCHES FIG. (+) 1 INT. (-) I EXT. (4) 1 INT. -) I W. (+) I IM. (-) W. (+) INT. (-) I EXT, (+) INT. (-) EXT. (+) INT. (-) E0: (+) W. (-) fi5-3�4 - 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 90.0 90.0 90A I 90.0 90.0 1 90.0 --39-5/8 76" 90A 80.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80A 100.0 120.0 'xx' ItOORS NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. Q�2 � NAt: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' (MNOM�� LEAF AT 11' FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH V0X I" FH SMS SCREWS AT FRAME, (5) SOROS AT LEAF OPIION FACEMOUNT 2 WIG PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE. DIE CAST ALUMINUM COVER PLATES, ST. STEEL PA+O1S AND GALV. STEEL I9RUSHES AND SCREWS 2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM ASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1' FH MS (2) PER WING ,D.L. OPENINGS.* D.L.O. HEIGHT - LEAF HEIGHT - 8.1878" (STD. BOT. RAIL) Od-0. HEIGHT b LEAF HEIGHT - 11.9375" (HI RISE BOT. RAS.) D.L.O. WIDTH a LEAF WIDTH - 8.825" W'IDTIIS= NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPO, DESIGN LOAD CAPACITY - fOLASS AND HARDWARE OPTIONS) 31-1/2' FRAME KMIT INCHES 20-1/16' GLASS TYP&S HINGES LACKS FRAME WIDTH 'A', 'S & 'D' 'C' & 'E' 'I" ol'1'tON '1' OPTION '2' OFnON 'L' OPTION 12' INCHES 29 (+) OIT. - IXI'. (+) INT. (-) EXT. (+) INT. (-) IXT. (+) INf, (-) EXT. (+ INi'. (-) E70: (+) INT. (-) EXT. (+) INT. (-) 85-3/4 71-3/4 70.0 80A 80.0 90.0 90.0 90.0 80.0 80.0 90A 90.0 70.0 80.0 90.0 90.0 6/0 (XX) 78 90.0 90.0 90.0 90.0 90A I 90.0 90.0 1 90.0 70.0 1 80.0 90.0 - - 90.0 Q�2 � NAt: THREE PIECE ALUM BUTT HINGE BY 'ES. WINDOWS' (MNOM�� LEAF AT 11' FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH V0X I" FH SMS SCREWS AT FRAME, (5) SOROS AT LEAF OPIION FACEMOUNT 2 WIG PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE. DIE CAST ALUMINUM COVER PLATES, ST. STEEL PA+O1S AND GALV. STEEL I9RUSHES AND SCREWS 2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM ASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1' FH MS (2) PER WING ,D.L. OPENINGS.* D.L.O. HEIGHT - LEAF HEIGHT - 8.1878" (STD. BOT. RAIL) Od-0. HEIGHT b LEAF HEIGHT - 11.9375" (HI RISE BOT. RAS.) D.L.O. WIDTH a LEAF WIDTH - 8.825" W'IDTIIS= NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPO, 2/6 00 31-1/2' 26-11/15' 20-1/16' 3/0 (X) 37-1/2" 34-11/16' 26-1/18' 3/4 OO 39-8/8" 36--13/16" 28-3/10' 5/0 (XX) 59-3/4' 28-11/16' 20-1/16 6/0 (XX) 71-3/4' 34-11/16' 26-1/16- 6/4 QM 76" 36-13/16' 28-3/16° NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGIiTS1 OAYUTE on STANDARD I HI-PROPU NOMIAL HEIGHT FRAME HEIGHT LEAF HIXChTT SOTTOM RAIL BOTTOM RAI. 8/8 78-3/4" 77-1/4° 88-1/18° 88-$/18° 8/0 98-3/4• 1 93-1/4° 85-1/18" 61-s/18° 10CWN,S IiARDWARE: ACTNEaFe oFrnoN &I SURFACE NT DEAD BOLT LOCK BY 'YALE' AT 45" FROM 807TOM, KEY OPERATED ON Dn=GR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STLE WITH (2) 1/4-28 X 2-1/2' OH MS LEM TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACRUE LEAF LOCK STILE WITH (2) 88-32 X 1-3/4' PH MS. CONCEALED FLUSH BOLTS BY 'SUUNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED. ON SM FACE, LOCATED AT 12" FROM TOP AND ROM FASIYNEO 70 -LOCK ST6.E- WITH - - B8 % $/4• FH 9M9 (2) SCREWS PER BOLT OPTION 62 FRS BO1TOId SYSTEM BY 'INTERLOCK AT 39' HANDLE ACTIVATES DEAD 13OLT AND SHOOT SOWS ENOAOINO AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) $8-32 X 2. OH MS INACYPE LEAF CONCEALED FLUSH BOLTS BY 'SULUVAN & ASSDC,' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12° FROM TOP AND BOTTOM FASTOM TO LACK SW WITH ®8 X 3/4° FH SMS (2) PER SOLT NOTE: - -- -- GLASS CAPACITIES ON T141S SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEG-219 I�ABT�EDWOORLOADS FOR ALL CASETMMON SAS STO. SILL - +70.0 PSF (X && DOORS) PSF (XX � ) H -RISE :DLI. - +1920 0 PSF (X DOORS I 14. W04-51 ME v A' STATIONARY PANEL (0) OR SIDELITES 19ATLR INFILTRATION LD(ITATIONS, WHERE WATER INFILTRATION RESISTANCE IS REQUIRED E s E FRAME WIDTH INCHES 'A', 'B', 'D' EXT. (+} INT, •-) 9 '1N EXT. (+) INT. (—) 19ATLR INFILTRATION LD(ITATIONS, WHERE WATER INFILTRATION RESISTANCE IS REQUIRED DESIGN LOAD CAPACITY — PSIS STD. SU a +70.0 PSF FRAME HEIGHT FL/IN. FRAME WIDTH INCHES 'A', 'B', 'D' EXT. (+} INT, •-) OLAm TYPES 'C', 'E' W. (+j INT. (—) '1N EXT. (+) INT. (—) 8/8 A270A 80.0 90.0 90A 90.0 90.0 7/0 39 70.0 0 80. 90.0 90.0 90.0 90.0 8/0 30 70.0 80.0 87.8 87.8 90.0 90.0 19ATLR INFILTRATION LD(ITATIONS, WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SU a +70.0 PSF NOTE. HI—LOSE SILL m +90.0 PSF 1.80000 GLASS CAPACITIES ON THIS SHEET ARE t 0 j _ 9TD• 9ILL fL(—[i73E 9ILL D.L. OPENINGS: D.L.O. HEIGHT a LEAF HEIGHT— 8.1878° (STD. BOT. RAIL) D.LO. HEIGHT = LEAF HEIGHT — 11.9378- (HI RISE BOT. RAIL) D,LO. WIDTH n PANEL WIDTH - 4.000° 40DN�,37 -SS 3/18° FLS. GLASS 1/8- H.S. GLASS 1/8' H.S. GLASS AYER 090- INTERLAYER .090° INTERLAYER 090° INTERLAYER NTRYGtAS' 'DUPONT SUTACITE PVB' 'DUPONT BUTACITE PVB' 'DUPONT SUTACITE PV8' H.S. GLASS 3/18' H.S. CLASS 1/8° FLS. GLASS 8/32° H.S. GLASS SILICONE SgICONE SILICONE SILICONE DOW CORNING 795 DOW CORNMO,795 DOW CORNINO 798 DOW CORNING 798 I p m 6 a io 31 bo 31 ! , . II r I� I GLASS TYPE 'A' GLASS TYPE 'E' GLASS TYPE 'C' GLASS TYPE 'D' 1/8- H.S. CLASS 1/4- H.S. GLASS .090° INTERLAYER .090° INTERLAYER 'DUPONT SENTRYOLAS' 'DUPONT SENTRYGLAS' 1/8° H.S. GLASS 1/8° H.S. GLASS StUCCNE SILICONE now CORNMO 795 0 CORNEdG 795 31 GLASS TYPE 'E' GLASS TYPE 'F' • r�,�g gPTTDrra I ' iui¢n JAVAAKIAV NOTE. ' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) �0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 ' b Y 0 Hit!: drOWing no. W04-51 sheet of 7 MI T7T.T.TON DESIGN LOAD CAPACITY - ? SMM=. WIDTH DOTHES FR4ME HEIGHT FT./" DOOR TO 81DELITR TO SIDNIM MULLION SID&LITE um UNREINFORCRD REINFORCED REINFORCED . EX7'.(+)/IM.(-) E7Cf.(+)/IN7:(-) IXT.(+)/INT.(-) 24 27 30 33 38 39 42 8/8 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 Hoo 80.0 90.0 24 27 30 33 39 39 7/0 BO.o 80.0 90.0 80.0 80.0 90.0 60'0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 am 80.0 90.0 18 21 24 27 30 33 38 8/0 1 78.8 80.0 90.0 749 80.0 90.0 71.1 80.0 solo 87.9 8IL0 90.0 88.0 80.0 SILO 82.4 78.9 90.0 60.1 78.0 90.0 f (XO) (GXO) A OX C A 0 E ''33F //L '104 0011, //0 \\J r \\ POP. 0 \\ H D 8 (XO) (GXO) A OX C A 0 E ''33F //L '104 0011, //0 \\J r \\ POP. 0 \\ H D (XO) (GXO) A OX C A 0 E ( X00X00) ( XOX ) ( j A C E F //0 \\J r \\ POP. 0 8 U�j6dl ( X00X00) ( XOX ) ( j A C \\ POP. 0 8 ( X00X00) ( XOX ) ( j A C full POP. U�j6dl ( X00X00) ( XOX ) ( j A C fXO"D3 (0XXO) lop, ( XX00 j ( OOxx ) draatng no. W04-59 full POP. fXO"D3 (0XXO) lop, ( XX00 j ( OOxx ) draatng no. W04-59 ( XX00 j ( OOxx ) draatng no. W04-59 M—_PROFW BOTPOM RAIL APPIJCABLE T01 MIIONW AND OP6 UMTS browing no. W04-51 DOE DIST. TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCN= FOR SPACING I� SEE ELEVATIONS FOR SPACNO O P WOE DIST. [METAL MIAM-OADE COUNTY APPROVED ANCHS - SEE SEPARATE NOA OR I O I ELJ r \ \ \ WOOD BUCKS AND METAL STRUCTURE NOT BY E MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM . WINDOWS AND TRANSFER THEM TO THE BUILDING STRUCTU TYPICAL. ANCHORS SEE M". FOR SPA= Him TYPICAL ANCHORS: SEE ELEv, FOR SPACING /4" DLA. ULTRACON BY 'Q= (Fu -m KSI, Fy.18 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRIJ 1 B BUCKS INTO CONC. OR MASONRY 1--1Z4"_ MIN, INTO CONC. OR MASONRY _EMBED DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY r. 114 SMS OR SELF DRILLING SCREWS (ORAD£ 2 C INTO MIAMI-DADE COUNTY APPROVED MULLIONS ( IN. THK. 1/8")INTO LL]] METAL STEEL /8° TTHKcTUbll�N. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z a!j I s (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEp rT1CAI CGGZ_MI ANCH OR PAINTED) , INTO CONS AND MASONRY - 2-1/2" MIN.- INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Po 0 3000 PSI C-90 HOU.OW/PILLED BLOCK AT JAMBS Cm . 20001 MR SRALAN'TS: ALL JOINTS AND FRAME CONNECTIONS SEALED W WHR'E/ALUMINUM COLORED SILICONE. H al I !YQ 'As lAb • 8 Env. A5 C.A.N. RA PE # 70 � drawing no. W04-51 P shat 4 o INTMOR EXPOSM FLUSH DOLTS © y. ©0 V •a„ o n.. O �. ®. AT 10- FFM LAW . rm. p ■ `41,M. �� I:XTPuRIOR OPTIONAL SEE ELL ANCHORS L,86"x r OPTIONAL REINFaR R SPACING SM &HEoT 9 FORR 1 C /61 x 61 ( OXXO ) --�XI'ERIOR_ OPTIONAL REINFORCING EE SHEET 22 FOR CAPACITY .96°R2'X.96°X+ 6' FULL LENGTH BTI.. CKANNM TO BE PAINTED OR PLATED) JAC= uw BOLTS A7 AND INACM UM Q g QiOAOEC RING PERIOOS v CM WARM O) n 8 Lli W 0 Oil I go J mro�j ( 0-0) g ^ g No a a ( X-0 drawing no. W04-51 a mu g PART B QUANTITY DESCRIPTION 11 OMUAL UWF./SUPPWBR/WMARXS 1 ESMI-i 1 FRAME NERD 8083-T8 2 W3001-2 2 DOOR FRAME JAMB OO&3-TS 3 E83W2-1 1 FRAME SILL (STANDARD) 6083-T8 3A ES3028 1 FRAME SILL (HI -RISE) 6063 -TS - 4 E53003-1 AS READ. &DELITE AQAPTER 8083 -TD - 6 ES3004 AS READ. SHEAR PLATE 0 ANCHOR LOCATIONS 0063 -TO 3' LONG 6 E03009-1 2/ LW TOP AND SOTTOM RAL 0083 -TS - DA 03024 2/ LEAF HI -PROFILE BOTTOM RAIL 6063-T3 7 M=S -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T3 1 ES3007-1 i/ LEAF DOOR LEAF - LOCK SIDE 8083-T6 - 9 ES3W7-2 1/ LEAF DOOR LEAF - KEEPER SIDE 8003-T6 - 10 ES3008-1 AS READ. SWE= STU 6063-T3 11 F•B-1202-914 2/ LEAF EXPOSED FLUSH SOLT STEEL SULLIY & ASSOCIATES 12 FTI -1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULUV b ASSOCIATES 13 E53011 AS READ. JAMS TRU 6063-T8 I OPMONA 14 Es5301z 1 •SILL COVER 6063 -TB 18 ESM13 2/ LEAF WEATHERSTRIP ADAPTER WW -T6 16 E33O14-1 4/ PANEL PANEL CLAMP OQ83-T8 17 MW03-3 3/ LEAF HINGE ASSEMBLY 6063 -TB SEE 2 17A 2/ LEAF PW'OT -HINGES - SEE SHE vT 2 19 DOOR LOOK (SAVANNAH 201SL) YALE 20 - DEAD 08LT LDCK (PREMIER) YALE 21 WZ2321N0 AS READ. FTN -SEAL PILE W'STRIPPNO - UVRAFAil 22 FS3020 AS READ. BULB WEATHERSTMPPMO VINYL AT smurre PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4 118,-A4-114- LONG 24 AS REOD. HINGE RENFORCtNO BAR ALUMNUM 1/1' W& X 7-7/1' LONG 23 - 2/ LEAF 3/8' DIA THREADED ROD W/ NUTS STEEL - 26 AS READ. FRAME ASSY. SCREWS - 010 P HEAD SMS 27 - AS REOD. MUWON REINFORCING CHANNEL A30 STEEL - 28 ES4014 AS READ. BOTTOM RAO. CLASS STOP NEOPRENE ^• 29 ES4019 AS REQD. PANEL SILICONE STOP NEOPRENE - 30 - AS READ, 3/1' DIA. X 1/8' HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 M4013 AS READ. WEDGE GASKET EPOM DURO 73*3 SHORE A 32 ES3022 2/ STILE FLUSH BOLT BRACKET 8063•=79 33 2/ BKT. BRACKET INSTALLATION SCREWS - 810 X FH SMS 34 Q/LGN A9 REQD. DOOR PANEL W'STRIPPINO SCHLEGEL =E m IM III I I- O o W r W I drawing no. W04-51 i •. 91ree1 6-f 7 4.000 - Y 1.778 L .3611 -1 , 225 0.378 - BBB 4 to 1.5100 .0781 2=0.106 WEDGE GASKET ( im 869 2.o1a 1 Q FRAME HEAD/IAMB 3.380 .078 .398 2.t28 ® 2.00 ® n k 1.008 D 389 2.874T ® (( a) is WEATHERSTRIPADAPTER Qs SHEAR PLATE ED 6 1e4 PIN 3 78 1.780 -4 Q? 4.000 �t2f 3.800 .013 t3 JAMB TRIM (OPTIONAL) � ® � a' 890 © TOP/BOTTOM RAIL t.i12 280 1831 Q 3 PIECE HINGE $n x z VI 41 .880 .128 2000 2.874 078 is PANEL CLAMP 398 780 3 Ba ® SIpELITE ADAPTER 2.00o .913 t. 80 •�1. MULLION ® REINF. CHANNEL 2.103--� .480 1.148 t7WtA4 078 z�tvd8B1lD �_ 1.800 fllCVtBibp gI p .89 .913 1.t46 .062 -_48 1 .927 to SIDE LITE STILE .078 '683 4J70D �... t4 SILL _COVER _- 74280 7.780 3 FRAME -SILL om.) t 9a 490 1.148 �� csynrgvnpDg a7rpsgf F�'L 3030 B2 a w a n - _ 4028 _ _ 094 .8t3 1%.984 .8801. 60 IF-- ---4.000 •. ,e �• 1.750 .680 .09 .91.3 4,000 603 i � .078 drawing no. 1.760 aoDO Vd04-51 sheat 6.1 of 7 7 HINGE STILE © Q- LOCK STILE/KEEPER S71LE HI -PROFILE BOTTOM RAIL FRAME SILL (HI -RISE) W ERAME _BOTTOM �� a+� ; s •+ NO • ♦♦ APE 8 7W%2 3b3 . O eta Reef. dmering no. W04-51 pammmkk lAM Q -CEJ N DADS COUNW )PRODUCT C01WROL SECTION DEPARTiV MT OF REGULATORY MD F.CONOIVUC RESOURCE'S (R=) 11805 Sw 26 St=t Room 208 BOARD AM CODE ADIMNISTRATION DIVISIGN T(786)315-2590 F(786)3152599 NOTICE OF ACCE ANC (NON) mm miamidaft-Ieeonunrir General Impact Glass & Windows, Corp. 290 West7eRoad Hialeah, Imo, 33014 scoiz: This NOA is being issued under the applicable rales and regulations governing -the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REI/. - Product Control Section to be used in Miami Dade County, and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn. Miami Dade County) and/or the AHJ Cm- areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. N 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 ofthe 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 1120000High Immpaci" Aluminum Single Hung Window —L.'AL APPROVAL DOCUMENT: Drawing No. 12-005, titled "Series 20000 !high impact Single Hung window --- Large Missile Impact Resistant , sheets 1 through 9 of 9, dated 01/09/12, with revision 41 dated 01109/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Titlit; Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. ARSSILE IMPACT RATING: Lar go and Small Missile Impact Resistant I,AIIELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUsedes, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. R04EWAL 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. 'I5ULAM ELATION 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. ADVERTMEM NT: 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 NOAR 12-0206.06 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. 14-0326.41 e o coot Xxpis atlon Date: bby 27, 2019 > .Approves Date: May 15, 2014 6 gage 1 General hupact Glass & M► mL dow% Coro. NOTICE OF ACCEPTANCE: EVIDENCE SITBT.D A. DRAGS 1. Manufacfter's die drawings and sections. (Submitted underNOA#09-03X9.08) 2. Drawing No 12-005, Sheets 1 through 9 of 9, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant' , dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Subrttitted wider previous NOA#1.2.0206.06) B. TESTS I. 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 FBG 24113.2.1, TAS 202-94 along with marked -up drawings and installation. diagram of an aluminum single hung window wish 5/16" and 7/1G" FIS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No.F'TL-5807, dated 01/21/09, signed and sealed by bliichael R. Wenzel, P.E. (Submitted under NOA#09 0319.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. FB C-2007, prepared by Tilteco, Inc., dated 03/17/09, signed and sealed by Walter A. Tillit, Jr., P.E. (Subrnilted ratderNOA09 03.19.08) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. N =Aa Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentryQas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12//11/16. 14716M"(� +� Ma uel P .E. Proditt Controt=6.101 er ANSA No. Bxpfratlon ]Lute: • May 27, 2019 Approval Date: May 15, 2014 B-1 General Impact Glass & Windows, Cori. 'NOTICE OF ACCEPTANCE: EVIDENCE SUBWHrM F. STATEAIMS 1.. Statement letter of conformance, complying with FEC -2010, dated March 12, 2014, . signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated March. 2, 2009, signed and sealed. by Walter A. Tillit, P.E. (Sr6mi#ted under NOA#09 0319.08) G. OTHER. 1. Notice of Acceptance No. 12-0206.06, issued to General Impact Glass & Windows, Corp. for their Series "20000 High Impact'Aluminum. Single Hung Window— L.M I., approved on 04112/12 and expiring on 05/27/1.4. - � 72 f� �- 6 � � - Manuel Peet''. - Product Contro[1=. tam_ 1 er NOA No. t .01 ExpirationDate- May 27, 2419 Approval Date: May 15, 2014 R-2 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PJ60.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED.ATHIGH VELOCITY HURRICANE ZONES. DESIGN'WINO LOADS SHALL BE DETERMINED AS PER SEC71ONS 162DOF THE ABOVE MENTIONED CODES, USING AND SHALL. NO1T EXCT EEDANDARD FOR HpE Q��OIdUMWI AA.S q)/�DESDER SGN7 PRRREESSUgRRE RA71NOgS INN IDICAFOR TTED�pONpTINNOO E DNS 2 SELO�W g1�QA�FBC w/IN'FM 0RDER TO 480.) DE76OIONSI�RECE IIGIFY THE ABOVE NRE R4TINULO DSA �UON�NO�TNE�2T8�w D.9 1NINOftDER TO �MPARE TNFSF E IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS. FASTENERS SPACING EN IN WOOD HAS BEDETERMINED IN ACCORDANCE WITH N.O.S. THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SWIlQN 1828 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -2024 TAS -203, PER FEN�� MON TESTING LABORATORY REPORT 8807 AND AS PER SUBMMO STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 181 OF THE; FLORIDA BUII.DINO CODE, 2007 & 2010 EDITIONS RESPECTIVELY. R ' MwIE't�Y�lai;?E3�'d11tI!L��11�41"�I'1'JcS�JU�^11�[�7!L�'11�L��a11iICi!.l'��1;{f).�alwfi71119fA1,1;J1�1I .'�tir:1`acRlixr~r, � ; �C�tilri�'nit:trig;ir�r.C�x7.7iii��>li�l,>r7:�Y�L•� 6. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH SECTIONS 2411.$.1 & 2411 A2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063 TS ALLOY AND TEMPER, WITH Fye, 26.0 kel MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ASI SEXES OREWS RSCORROSIONN ASSEMBLY SISTANCONNECTIONS T WAS CARBON STEL STMETEETO BE L AS DIN 0GO18 WITH ESS STEEL Lke OA 318 STRENGTH AND 90 kW TENSILE STRENGTH & SHALL. COMPLY W/ FLORIDA BUILDING CODE SECTION 241143.4. 6, WOOD BUOKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE, WOOD BUCKS MUST BE SOUTHERN RINE, 0 - 0.66. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. Kmucrpzvm dsemplyluu0crmmvW ggteUBltwl+iott4s. au A g0laln$Catlo A DeIB �• '1` AmPla ff No 0 j- laral Do , 2¢ s emir. Bao AOAM-mmoDtRitY 9. AL CHAR N=St EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EKISTING POURED CONCRETE! (MIN. Po a 3192 Pei), MIN. EDGE DISTANCE (E.D.) m 2 1/2". - 1/4"4 TAP ANCHOR Wj 1 1/40 MIN. EMBEDMENT, AS MANUFACTURED BY NPH/BUILDEK. INC. (COMPONENT? ), THRU 1 P.T. WOOD SUCK. (B) TO EKIS•TINO A.S.T.M. 0-00 CONCRETE BLOGK WALL MIN, EDGE DISTANCE (E.D.) - 2 1/2w. -1-/4"0 TAM ANCHOR W` 1 1/4" MIN. EMBEDMENT', AS MANUFACTURED BY I1W/BUILDEX, INC. (COMPONENT 'l ). THRU 1 P.T. WOOD BUCK. (C) TO EXISTING W.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". - 1/4°4-14.SCREW ANCHOR$ W/ 1 L/2° MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, (COMPONENT ). - 11 "O -i4- TNEKG SCREW, AS MANKUF�UAOUM B��Bnw/BBuIILDEX INC (C (E) (ED.) - 1 (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (AMU A•-800, A-653 OR A-38) MIN. EDGE DISTANCE (E.D.) = 1/2°. 1/4"0-14SCREW, AS MANUFACTURED BY 1TW/SUIU=, INC. (COMPONENT � ), 10. PROIDE 1/40 MAX, LOAD BEARING SHIM SPACE.(TYP.). . 11. REM.4INNG COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHAD. BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 12. SERIES 20000 HIGH IMPACT SINGLE 14UNO WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S ONE LLABEIAU. BE LL SHALL BE PLAN FROREUEYYERY UNIT LLA�B L SHALT. READ AS FOLLOWS: GHNBRAL IMPACT GLASS AND WINDOM CORP. HIALEAH, FLORIDA MIAMI -RADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CORM40TUDING L.IFE SAFETY OOFRTHIS PRODUCT, WEDTO BE RESPONSIBLEFON THIS PAD., PROVIDED OR THE SELZOTION, HSDE/SHEDOES NOT DMTE AND MAUA310H E FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (o))) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d WEER PAD. SHALLRECORD EAR THE EED DATE AND ORIGINAL SEAL AND SIONATURE OF THE PROFESSIONAL p om muco um oCIrICii4YWo nein llleml WK= num wp11YNPP Z OBBPI SM(881L =A, • ' dbAAPRI wom �Ci o IHo. ,AR 1olz/alz 8 1 pH O < E60-8105 ('°a�12.008 24 +Bvv f x � iStrilr. G •a • . -.ma' Ata•' ' Ay {" om• ERAS' NE�ii� A '�• i . ��• .'.t� �[ (� @ J� sou to - to --'..' '^_tat 1"'----'t— "'8.187' ta'� \::)J.IliYu�*�+a+a'�` �o'a �� 8083-T8 ALl4Y 8o T�tdPpt O �Iar �§ a++>ra © � p••luiue4 0063 -TO ALLOY do TEWER 863-T0 ALLOY & TWER i:i0C8Gst=• a n 0003 -TB At L01 Y dt tTEl4z�i 9803—TO ALLOY & TEUPER A .AlA' t all . {` AOA' .tai 6 P Am - 4{p k - I aw '•(aa'I• d"OAW' .184• a a' , .t00° iaI App• IGS AW' tw FDF, WSW (g) 9LA7jNQ WAP AAr a e` aeP1.6 f' 1° aAOp A 1C D• EQR A B. .pap• � dG43-TB ALLOY & TChfAEfi , NT, TOE RAIL {�• \ pm�, �/�� { $ . • O VENT SIDE, RP! 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GLarls�nrr�r�r.r rw� � rrr�. `��r��e�r��fis�f �I•X;Ii'L%1i11�+ �' � �� -�_..r�-., �■■=�_�... ,�.�.---.., . r..—Yr;��x��c- a+r.�■-3r—ti.�.rx>Ic [�'ac- � f QO 11 � llM�i�l. \\� • � :�1, �rrii ��, ■�r�,rwrru■w .�-�-■ ■mow !! 1 � + •r am=ti91�l: ii Pili rle (TI •r-:i!c1 !IYfiT I�(�rT! �, I ` G � � �e war �i �� ik .�! �' • , -., ` - • • It �!. �` .: ✓^I,� � �- ,. . ••� ■' ' '' x f::�U7!..'-'-�d�.3711G3."111R'� .-t�r�*3� � i r 12 (3) #8 X 7" PH MFS . i . t rn F • 1 1 i 1 E , \IN 2s CONF. sm.iCON6 I ll . 1 • PHS C{ rWL-n .J-F%KT OM 'AT �! 9 FRAW HEAD AND SILL- mwucrREVIM,5�$�Q� oscrtxmsnomr. • (AftGEt E� l Fdt •p•.Jr�•v/ IIL�a �a...p�q�� s �' 4Ib14D M/WI,2 V. V $SFS: HWYTH. FY. 33G74 nAIE ��i� F: j, n— d � a aim cv�r Pt�ve s�szas is r u� M axi�e �" 92-Oli mom a.�a S Q'• •• �� PS ,am ea mae, ace CO�4Y j 5 DR(& + l J� i2 (2) #8 X 4" PH SMS PH SMS CORNER MigUEC-flON AT .BOTTOM VENT SCALE 3/4" UNE62WHMmimasm CW ve &A B- coaAwEsr �a a 14 oi�a/ta f61 Egger_ tmaaut ca tam vae Dot* j 12-0Z / 10 Ulm mm3 w as t2anamEm air �A'•• ©�'• `' Yg .2 t;e: 4ct5P ��.eu.. P,E mcw ®ra ms �mr.w. aee t (a a e°fl"�' ° SxEl:f a of 9 1 General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 M .miamidade, oovv/economx 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 (laving 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 1111000 High Impact TO" Aluminum Sliding Glass Door -- L.M.T. APPROVAL DOCUMENT: Drawing No. 12-003, titled "Series 11000 Impact Sliding Glass Door", sheets 1 thru 7,7A, 8 and 9 thru 18 of 18, 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., bearing the Miami -Dada County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT DATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's naive 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. TER IINATION of this NOA will occur after the expiration date Pr 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 Oficial. This NOA renews NOAH 12-0206.10 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. 13-0930.13 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 6 Page 1 BBB General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE:.EVIDE NCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 08-1003.06) 2. Drawing No. 12-003, titled "Series 11000 Impact Sliding Glass Doox", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18, 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. (Subinifted under previous NOA# 12-0206.10) 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5626, dated 07/22/08, and addendum letter dated 11/14/08, signed and sealed by Carlos Rionda, P.E. (Subinitted under NOA# 08-1003.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Tilteco, Inc., dated 09/11/08 and 11/17/08, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA# 08-1003.06 2. 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. 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 Perez, . . Prodact Control Exa it er NOA No 13-09 .13 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 E-1 General Imuact Glass & Windows Corp.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2010, dated September 27, 2013, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of conformance, complying with F13C-2010, and of no financial - interest, dated September 17, 2008, and January 27, 2012, issued by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under NOA# 08-1003.06) 3. Laboratory compliance letter for Test Report No. FT"626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/08, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 08-1003.06) G. OTHERS 1. Notice of Acceptance No. 12-0206.10, issued to General Impact Glass & Windows Corp. for their Series "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.I., approved on 05/03/12 and expiring on 12/11/13. Manuel Per Product Control Ex er NOA No. 13-0930.13 Expiration Date: December 11, 2018 Approval Date: December 05, 2013 E-2 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING. GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN Q�PRESSURE RA71NOS INDICATED ON NOTE 3�pBELOW. BE FIRST REDUCE; TO ALS D DESIGN WIND ,LOADS�HY MULTIPLYiM EEM BY 0.6 IIN�ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW, IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED. WERE NOT OVERSTRESSED, A 337. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. A DURATION FACTOR CO -1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION i6Z6 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY, INC. LAS REPORT f 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTIONS 1812 & 1618 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3, 1. S. THIS SERIES 11000 HIM IMEACT SLIDING- MR 15 APPROVED FOR- AIR AND WATER S. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION OW -T6 ALLOY AND TEMPER, WITH Fym25.0 kei MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAQ TO BE STAINLESS STEEL 304 OR 316 AISI SERIFS OR CORROSION RESISTANT CQATED CARBON STEEL AS PER DIN 50018 WITH 50 kE YIELD STRENGTH AND 90 kei TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, IL WOOD- BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, 0-0-%. AND SHALT. COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. •9. ANCHOR N01ES1 EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). {JA] TO EXISTING POURED CONCRETE: (Min. f'a a 3.192 kat), MIN. EDGE DISTANCE - 2 1/2'. t/4°0 TAPCON W/ 1 1/4' MIN. EMBEDMENT, AS MANUFACTURED BY TTW BUILDER, INC (COMPONENTS, THRU 1° P.T. WOOD BUCK. - 1/4a6 KWIK-CON 0 W/ 1 i/4" MIN. EMBEDMENT, AS MANUFACTURED BY MITI, INC (COMPONENT �. 114RU i' P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK MIN. EDGE DISTANCE - 2 1/2°. - 1/4oP TAPCON W/ 1 1/4' MIN. EMBEDMENT, AS MANUFACTURED BY ITW BULmx INC. (COMPONENT 29. THRU to P.T. WOOD BUCK. - t/4°0 KWIK-CON it W/ 1 1/4' MIN. EMBEDMENT. AS MANUFACTURED BY HILTI, INC (COMPONENT THRU to P.T. WOOD WOOTu BUCK,TO EXISTING 2x MIN. EDGE DISTANCE - " 'OD BUCK,tt (C) (0TAPCOMPONENT Q)./1 t/2" MIN. TH READEDPENETRA ON, As MANUFACTURED BY ITR BUILDEX. INC. ` (D) TO E)OSTING MIK 1/B' THICK ALUMINUM MEMBER (6063 -TB ALLOY),MIN. EDGE DISTANCEa 1/ °. 3 - 1/4'0-14 TEK SCREW, MIN. 1' LONG, AS MANUFACTURED BY ITW BUILDER, INC. (COMPONENT ). (I) TO E/XIISTING MIN. 12 GAGE STEEL. MEMBER (ASTM A-300, A-653 OR A-36) MIN. WOE DISTAN - 1/4b0-14 TEK SCREW, MIN. 1" LONG. AS MANUFACTURED BY ITR BUILOEX, INC. (COMPONENT @ ). �M 10. PROVIDE 1/4' MAX. SHIM SPACE (TYP.). 11, SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LAOM SHALL. BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL. SHAH READ AS FOLLOWSt OENERAt, IMPACT GLASS AND WINDOWS, ODRP. HIALEAH. FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 12. (o) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON. THIS DOCUMENT. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATUM OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. xioaucrttene m ssmPig108 Wk6•du FI*lW 9°iding Cads r. traiI,sOeseIYsj3•!� ss Date jg dtism sP,dddMOe ■ i►�LAiLn,11mo0Lk • .A t2-6?a6•i0 e � P6 HMO= cmw ��6wq�ceI ra acw 01/ .,eAll PttONFi (3i1�668�iW FANf J00 60&•8886 �a Few 12-003 —___—.. -- --q._-- _-- _-- -- 6M O O 1= 1 OF 18 Bill OF MATERIALS • N ITEM g' PAW R"C11IPTTON' NATBBTAL 1 GIC301-1 FRAME HEAD - 6063-T8 2 GIC302-1 FRAME SILL 8083-7`6 3 GIC303-1 FRAME JAMB 6063 -TB 4 W-304-1 .' TOP. PAL 6@63-T8 8 DID= -1 BOTTOM RAO. 8063 -TB 8 GIC306-1 LOCK STOLE 8083-T8 7 010307-1 MEETING STM CUTER INTERLOCK 6063 -TS 8 GIC308-1 KONG STILE INNER INTERLOCK 8083-T8 8 GIG309-1 CENTERMATE FEMALE ASTRAGAL '8083-T8 10 010310 GLAZING BEAD 6063-T8 11 010311 XTERL.00K STIFFENER 6003 -To 12 GIC312 RETAINER CUP, 4" LONG W63 -T6 13- GIC313 FTXED PANE. CLIP, 8° LONG 6083-T6 14 - OPTLOW INTEWOR MWORCUM FOR FU4U ASTRAGAL ONLY REWD FOR 7' M 8' DOORS SN3-To 18 - OP$ONAL OMOR RENFORf;F OT FOR FEMALE ASTRAGAL ONLY REO'D FOR 7' 6f 8' DOORS 8083 -TB 17 W223511K TOP RAO. + JAMB + STILE + ASTRAGAL WEATHER STRPPIN(; NEOPRENE 18 GIC318 SOTT'OM WL SEAL VDIn 19 GIC314 SETING BLOCK NEOPRENE 20 GIC318 GLAZING BULB NEOPRENE 21 FASTENER PANEL. ASWaY SCREWS, JtOx1 1/4" PJI, SAS, S.T. STEEL 22 FASTENER FRAME ASSEMBLY SLXtEWS, olOxl" F.H. S.O.S. S.T. STEEL 23 FASTENER FIXED PANEL CLIP FASTENER, (3) #1091/2° PH S.D.S. S.T. STEEL. 24 PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL 0 2/PANEL CELCON 28 {1938-0010-90 GLASS PANEL ROLLER ASSEMBLY.AT (2) @ PER OPERABLE PANE. 0 EACH END OF PANEL SL STEEL 26 FASTENER (2)1/4°4-20x1° LONG T.H. SSS.0 TO STILFS/ATRAGAL FAL iAll{ ROLLER ASSEMBLY 11MUANO STEEL 27 2300-103S / S823Z HANDLE LOCK (INTERIOR AND EXTERIOR) @ 36 1/2"/80TTCM WITH LOCK INSTALLATION SCREW (2) 08-32x3S° F.FL M.S. S.S. INCLUDES ZAMAK HANDLE ® 38 I/2°/80TTOM W/ �10-24x1 3/4° O.H. M.S. S.S. ST. STEEL. 28 2000-loolZ LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) IIOx1 1/4° P.H. SAS. S.T. STEEL 29 ANCHORS 1100 HW 6iU6AEll W= AACHWZ OR 1/410 1811 NW,004 0 AM (S!£ MW.LE ON SW W) STEEL 30 ANCHORS 1/4-0-14 LTW BUI.OEX TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SILICONE SEALANT STRUCTURAL -SILICONE GE SCS2800,-DOW OOR_NfNG-798 8o FEDORA 898 STRUCTURAL SILICONE 33 GLASS 0.488° OVERALL LAMLNATEO GLASS W/ (1) mae HEAT STRENGTHmED GLASS + (1) 0.088" INNER LAYER FILM DUPONT BUTACRE PVB,LNTFRLAYER sy " Ell. DUPONT DE NEMOURS & CO„ INC. + (1) 0.188° HEAT STRENGTHENED _ 34 SUMPON SPAOM 1/4' DIAMETER HALF SPHERE, CLEAR. 3' FROM CORNERS MAX. AND 12° O.C. (MAX). AT MID -GLASS BATE ELEVATION,BY FRANK IAWE RU88EL AND BASKET FLB-28, CLEAR Lffl±s EXTERIOR • N sussrlTATE FNEDULE sH�EHET7Aj S OR 3O itonucr 111.NewW 46 w4h Bm FIoM& 'imp, 901,11°8 Cate r2Wi N G ori ,ceep,0a2a No / D EJ FA aflon bale4SEPj / j��( 6 i P,ea k SCALE: 1/2"-14 as4Mow"wMhlA0Matldr NY4L6i � x-oao6to um bm GWMY FLORIDA BUILOM 00D8 (t8@h Volo* Ht@tloane Zone) 02012 Woo FM LIERIE811000 HIGH IMAACT ELIDING GI,A86 DOOR v ulouc 11�„ C ® Inc. ' ° ris wrar& asa-eros eut: r e � poet o 92-003 e -mom tOGeoaagataom ��-xa °i .acm sm 2 OF IN tai iiilrPo &08' 885° raw .t t0' TP. (D FRAME HEAD 8083-T8 sox t .I, �� SCf4b 1/Y+I° _ .t23• �yyA45' 4, tzs .07' . a.�4) a1 484• AA.9ez89T 0 1.1 " Air, .Ittf' .a48• c. 0, UO 1.748 I.f 40'R.O1• . A,OSi' 'R.140!A.Ot .i84" tis)u zv(2) A ,34 W 7• 2ff aw_ur Me 2.118• T° .492 t LN I� .IfO' JP .078• 1 1.7 >p AAI. .Y46• �- VS, op L 049• R0�• 01�8°'va Cttb`P A64• ,0 #Ms sm 1/2"+i• Q LOOK STILE eoaa-rs sone t/a• 7- . W63 -T6 sloe t/a"+t• 6063-r8 .(2M HOME tPd•+1••• d31• i2G >t0 R 14A1. \ y - -- _ 1 • Afb OP. R.83t 20=It Af6 OP. .143" � "• VIP .3 9.1 O9 IL089° t. } ile A8t ��" .fe .1b 128• 128" (t0} Rte. A.iM .194"+ RAS' .1e7` .37Y .027• W © ��FF��ER � 8��P IA2r NAL1bk - - 4°, FI2�C1 SIM. 6° f.ONo� ABLE _ASTRAGAI Ixrae SW 6083-78 Vii'- urfm7t�.3(Fi� 1" It.9 � � .bob �• �_.. t-- 11111j7Q Q,+•TILC/r�_� •1 N.O14•`, ... • �11�Q'' JG. F Ate' -COMPONENTS tffw-pt ' i` * ! •:. a.. i T SEMNG BLOCK - _ scale 2-W sm a".w• I 1 lT! ltttr480Top 4 4° ata IG089 Ae8 •1 .184" t. � e. 1 016 +� LA INQ B D 8083 -TB T1f1u7�crsavett� 4e' oempiTtel w4A 1118 Raft A14° �•' 81/18/11 - v Pd. .043" IBB P}10Aet889-818J T4'p(i 72-=_ . e lox th Ale 170• PAL ky K.12- �TTO�A��L . -t• wau am cougar 81/18/11 980 7n:er 7e ROpB IORFAA. 71. 11014 OATS • P}10Aet889-818J J°0 r 72-=_ . e lox 99awete Ao fA W s or to SIM. PICA XTERIOR 'ELEVATION (OXXQ) SCALE: 1/2" = 1'-0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPAMO AT JAMBS. Iv* -DET. Y/7A I 'au. ".. el: 10 G :V 7, WNW . 1 ;r MAX, AS.D. DESIGN, PRE.SSUR9 A/8 s/9 s�/� C g/9 ® sIM DEI. X/7A� _ - l DET X/7A.•__ � DEI. X/7A 4 ,. MAXIMUM FRAME WIDTH � D.L.O HQ0 b1ASQMUM 1: L G. W01TH RATING :Iel0leg ftbileacode Aw1MMwia +85, —85 psf & 9'-0" 16'- 0" 99 3/4" b 15 p6f AT WATER D ilflam PnfddH 491, —99 psf 48 3/16" PANEL WIDTH 49 1/4' PEPAMe PLORIDA BUILDING ODDS (1•pgh Veld* H+uAo9na Z.") 8'-0" 16'-0" D/'f 1- 42 3/4" PANEL WIDTH 01/tO/11 tarcC'O r/ 4 Z103 1 +100, —120 psf 12-003 pgt Elio- a o awn no 7'-0" 16'-0" SDA.AM EE DSCHEDULEI 42 3/4" 15 psf AT WATER g. A/R® DEI: XrA e.a.. A/9 DET. X/7A !� R'/9n/9 DEI'. X/7A ..� A/8 S SIM. PICA XTERIOR 'ELEVATION (OXXQ) SCALE: 1/2" = 1'-0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPAMO AT JAMBS. Iv* -DET. Y/7A I 'au. ".. el: 10 G :V 7, WNW . 1 ;r MAX, AS.D. DESIGN, PRE.SSUR9 MAXIMUM �i1A<AE HEIOHT MAXIMUM FRAME WIDTH � D.L.O HQ0 b1ASQMUM 1: L G. W01TH RATING :Iel0leg ftbileacode Aw1MMwia +85, —85 psf & 9'-0" 16'- 0" 99 3/4" 42 3/4" 15 p6f AT WATER D ilflam PnfddH 491, —99 psf wM WOE COM PLORIDA BUILDING ODDS (1•pgh Veld* H+uAo9na Z.") 8'-0" 16'-0" 87 3/4"• 42 3/4" 15 p6f AT WATER 01/tO/11 tarcC'O 9 a 4 Z103 +100, —120 psf 12-003 pgt Elio- a o awn no 7'-0" 16'-0" 75 3/4" 42 3/4" 15 psf AT WATER +ltODDCPR6JYE{19210 � �Aywr•yg�� NhlbeFiorAlr jdfffy^Qa�e :Iel0leg ftbileacode Aw1MMwia 4.pitte N PN ftnat Wrn1lnn Datc � D ilflam PnfddH wM WOE COM PLORIDA BUILDING ODDS (1•pgh Veld* H+uAo9na Z.") ntcm SERIES 19000 HIGH IMP.AGTSUDING GM DOOR IME � tis"f4 01/tO/11 tarcC'O 9 a 4 Z103 12-003 pgt Elio- a o awn no a- as owi+ • m s ., 89CEi i Ol 14 Wim WE SCREW •«}— — A/8 DEL X/74N._/� b� ' D MAX. Fa:ED 49 1/4° PANEL WOTN' OPERA9LE: PANEL TADMN SEE SCHEDULE » �� 0 W p Y A/8 4 DET. X/V B/94 • TYPICAL EXIER108 ELEVATION SCALE: 1/2" - 1'--0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACIdO AT JAM9S. N FGR MAXIMUM FRAME & O.LO. SEE SCHEDULE ON •SHEET 4 TYPICAL 9XTERIOR ILEVATIION (X) SCALE: 1/2" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 1pff .I�!�n P• iulf w1QTH (SEE sct9:0 u N}---- A/8®I B/81 DEr. X/7A b D/1A• ' 49 1/4" PAN£L TADTH E a 3 CrI4 SEE SCHEDULE �sr x 'PICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" m 1'--0" SK SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. MQP•UCTRgVUWD a rbwntaemaFto�a ucOeOmUpipmpgkRatt6ewo oU X 1.w12. zd { U 9aXul�Cats Accephuue No ' F= iretloe Oute ig MM ratc Pr4daet an uweu am ecum . ®aou nuaaa aur ••ads•® INa. UW eur NG. 130NICHWO (MIBIX v.ICw Nt9flws cne) LATINO GlA48 DOOR aW aawr La rata of/Ita o uw.W, a. awu 12-003 omvm�a a" 8X[ZI 8 OF N) M e A/8.4 DET. X/7A, ,_ B/9 `� DET. X/.7Aa _�10� b Fi9D PANEL WIDTH 49 1/4' D/15--49 I= PANEL WVM 49 1/4" OP PANEL WIDTH C /��, PANEL 110TH / \ a a �\ � l �. XX\ 4 C74 6 0 X r sEe SCHEDULE • 0 D.L.O. SEE SCHEDULE •« U s Arg DET. X/7A� 1 13 W. X/7 -P A/g A/6 DET. X/7 B/g DET X/7A�pt/10 TY-P11QA . EXTERIOR 9LIwMIQN (Q SCALE: 1/2"- V-0" SEE SHEET 7A FOR MM14UM ANCHOR SPACING AT dAM9s. +� FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON -SHEET 4 wis 0/16 DEI. Y/7A-/ L ,. A/6-1 DEL X/7A B/9..d DET. X7A� Y� SIM. rr� 'Y b Fi9D PANEL WIDTH 49 1/4' D/16 • PANEL WIDTH \ a �\ �. XX\ 4 C74 6 0 X r sEe SCHEDULE • 0 Arg DET. X/7A� 1 13 W. X/7 -P A/g 9ODaCP • =bwillitba Flbft JYEJAL 9XI98108. EL V -A -' r10 0X0) Aata9a mu SCALE: 1/2" = V-0" pim11"n Dah ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING' AT dAMSS. >�IOSO <ds et Coatr �Inn+� TYEIQAL EXTERIOR ELE-MIlON (XXXX) SCALE: 1/2" m 1'-0" SEE SHEET 7A FOR WMM MMM SPACWG AT JAMBS. ' ryianiu scHtvu�E asD.L.O. `��,�� ?,."°�j—G�T�SF'• �,,op�- • 8rtlAng Q: r� �i�--••• NM, A D/17 DET. V7A I CO.rus: \1 a eomplri"gwith the Florida '3aIt"Agcode Aceeptonee No - $x eon lieu t8 sr iitf9 Ogda Prdddet can eoaeo oboe oato+rc . rv,ac. mu.n �xc a..ncuw.c - A/8 13/9 B'/10 4 11/9 A a I DEI: x/7 DEL X QE7. X/7A� I , b ao O eo1M of/ >z I•at r103 9 NO mw 7 or la 48 1 4° PAHA. YVIRTH • D/17 t 3�3 33 3�3 / 3 IC 17 � �� •� // O.Lo. SEE St onm .. X x b E.» ' .,,� .. . 1 , DET. X/7T QET. X(/ -7A DET, X/7A A/8 B/9 B'/10 B/9 A/8.4F TYEIQAL EXTERIOR ELE-MIlON (XXXX) SCALE: 1/2" m 1'-0" SEE SHEET 7A FOR WMM MMM SPACWG AT JAMBS. ' ryianiu scHtvu�E asD.L.O. `��,�� ?,."°�j—G�T�SF'• �,,op�- • 8rtlAng Q: r� �i�--••• NM, A D/17 DET. V7A I CO.rus: \1 a eomplri"gwith the Florida '3aIt"Agcode Aceeptonee No - $x eon lieu t8 sr iitf9 Ogda Prdddet can eoaeo oboe oato+rc High Veiodfy Hutrieane Zone) OM DOOK- UQMa, ao O eo1M of/ >z I•at r103 12-003 NO mw 7 or la vgo 11� : a :► ■ � \ : .. \ i • .:t . M,a► ► y1 a► • � 1/i1 1 1/ u Y 0:... . ► :1/! ��.► 1 �► -i. ■ � •: _ow g ,+: LI'_ u. I . ..•. Pin a ► Exi_zS:. •' 511._► :►_.�: L' : _ _ h► . r c tiaXl9tiL1SON fF/M& IIf105t ANCHOR TYPe SUBSTRAYE CBHLD ILL P mai= M AN -CON 0 9'-C" 1/4 9 TAPCONPOURED OR KYAK-CON tl • CONCtIE +60, -80 pat 9 5 +75. -7,6 pat 11 5 +85.-M pat 11 7 +91, -aa pat 13 7 +100, -120 pat 17 •9 1/4°0 TAPCON WOOD +60, -6o pat 11 N/A +75, -75 paf 13 +85. -66 paf 18. +91. -99 pat 17 +100, -120 pet 19 •1/4°0 TEK SCREW M�ULUUDN MEM miBER +60, -60 pat 9 +75, -76 pet 11 +80, -86 pat 11 +91. -94 pat 13 +tOo, -f pat 17 • 8 _C° i/4 TAPCON OR KWtlt-OON 0 CO POURED 11 -60 pef 7 5 +75, -78 pat 9 5 i �, -430 Pat 11 5 +91, -99 pat 11 7 +100, -120 psfl 15 7 1/4"0 TAPCON WOOD +60. -60 pet 9 N/A +78, -70 Pat 11 +85, -88 pat 13 +81, -0 pat 15 +100, -120 pd 17 1 /CREW ALUMO M MULUCK mmTam +60. -60 pot 7 +75. -76 pat 9 +85, -88 pat 11 +91, 49 pd 11 +100, -120 psfl 19 7.-0• _ VIVO TAPCON_OURED_ OR KWIK CONS CONCRETE +80, -60 pef 7 3 +76, -78 pat 9 5 �' -86 pot 9 5 +91, -99 pat 11 5 +100,.-120 par 13 7 1/4°0 TAPCON WOOD +60. -60 pat 7 N/A +78. -78 pat 9 +68, -68 pot I it +91, -99 pef 13 +100, -120 Pat 15 I/4p0 TEK SCREW AIJAM and MULLUON OR STER. MEMBER +60. -60 pat 7 +78. -78 pat 9 +85, -68 pat 9 +91, -99 pot 11 +t00, -120 pal 13 0 CORRESPONDS TO CLUSTER OF @ OR & ANCHORS AT t OF STILES/ASTRAGAL LOCATION (SEE DETAIL,X) Iym F� ANCHOR 'TYPE SUBSTRATE S ". AN OR OR 7'-0° 1/4.0 TAPCON OR KWIK-CON 0. COH�CRE E OR CONNC BLOCK +80, -60 Pa.. 18° D.C. +76, X76paf 98° as 18° oa +88:: -.45. Pat t 8° o.c. 18 a +91, -99 pef 18.1/2. o.c. 18° D.C. -0-L- +100, ^120 pef 13 1/2 0.0 18° 1 /4°0 TAPCON WOOD' • +60, -80 pat 18° D.C. ' N/A +75, -78 pat 18° D.C. +86 -65 pet 18° 0 0. +9t. -so. oat. 13 -1/2' o.a TiM •120 11° D.C. 1/S4 AIUWO . N OR STEEL MEMBER +0% -60 pat 18° D.C. +75. 1-75 pet 18° D.C. +65 -65 Pat 8° D.C. +91, -99 pet 181 1/2- D.C. - +100. -120 poll 13 1 21 ox - CORRESPONDS TO THE SpACINO Or TWO STAGGERED ANCHORS (SEE DETAIL Y) pG.A��ipp��I� Y�-Y B -OASE N.T.S. • • ROOGCF RF;NE19M OF " nscompwagaUbthe Flow S0mingc de ott OF STILES/ASTRAGAL LOCAl'ION AfffpinafeNo man,/a911ta0N. � F:g1rutioa tocanoNfiYPJ �^� tftDWeP ' q Cox b -� { ta� QMIL X -X HEAD & MLL _=9 N.rs. oma mteoq tm7q Dim own BUU.OING Copp fth VelodlyHtetww Z-) ars tHIN�ACTBLIDIGIASBDOOR o. aay. . �o rvear �, aoao of/ta/ta MM. tY..t70t! OAt6 PIWNE. ( =103E� 12-003 Mo UROMS H, e. wa• aiau Ta of to •F F (ME um 1A4.• .P ES rPP�ff �ItREO �:i• �C67k�6 .. •� • ' t .. . CONCREI6 � &a • • 's.• P • 2IX P.T.am OUCK aEaia (st>: tiYSE • 2) (stEaLM ie (z) ® (MMB ( Non a/t) POURED RETE/ .�00 G��-QGK • ..._.� * (z) t/a• IDivo arEFr tVQfCHEs, (1) Ar ERo op aUHSTRM SII.S.� S�R�� scr�N nerr,u�eN rnaac arp NOTES 1 SERE SCHEDUULE ON HEFT 4 FOR S DITRM NEEDED AT D STYLES ASTRAGAL N SCa1I E 3f8°m1" SEE SCHMU ON SHEET 7A Z k V SUBSTRATES CAN BE COMBQJED AS APPUCAM& _ 11 IY UNTf APPROVAL) _ STML NEaaER ar onm ® Btrrua ftORFOiaA m re I ASi.M. Matlo A-ag3 OR Mag W/ 12 OAOE t0D1E 9/1) �® NWE 9 1 WDUCT • i camplyloEal bOVIiort�r aldlegcodo 1A4.• .P ES rPP�ff �ItREO �:i• �C67k�6 .. •� • ' t .. . CONCREI6 � &a • • 's.• P • 2IX P.T.am OUCK aEaia (st>: tiYSE • 2) (stEaLM ie (z) ® (MMB ( Non a/t) POURED RETE/ .�00 G��-QGK • ..._.� * (z) t/a• IDivo arEFr tVQfCHEs, (1) Ar ERo op aUHSTRM SII.S.� S�R�� scr�N nerr,u�eN rnaac arp NOTES 1 SERE SCHEDUULE ON HEFT 4 FOR S DITRM NEEDED AT D STYLES ASTRAGAL N SCa1I E 3f8°m1" SEE SCHMU ON SHEET 7A Z k V SUBSTRATES CAN BE COMBQJED AS APPUCAM& _ 11 IY UNTf APPROVAL) _ STML NEaaER ar onm ® Btrrua ftORFOiaA m re I ASi.M. Matlo A-ag3 OR Mag W/ 12 OAOE r tdMWM WALL THICKNEW. 1 WDUCT • i camplyloEal bOVIiort�r aldlegcodo ♦ccepuuce No Aff 1 E retlan 3 J IL -tf�i i II : , 1"FINUM Aewpf*"a►N 6 6.10 IEEL - MEMO Wts aura+ am Comm FLORRA BUILDING 2000 fth Vatofary Hardin o zone) SERE8IICM WQHWACTSLM=GLM DOOR to as aeo w®r ya EBAB p� Hts. wnteae, M aorta FNi9E6 (sos ama-eta3 owl" 12-003 a fB O F. 1 121 oMOM oSII iN. N 0�low qOQ ., Y -Y 7� - ...... -Lr W. TNCK • POURED �7 CONCREM PT. ED. . E.G. (2) Q EA. <sw (Sm Nm 8/1) mom 9/1't NorE I)— ePUREQ CONCRETE,/ �:fRATE * z) t/4° LONG WEEP NOTcltEs, OQNCRETE BLOCK. RETAgYEk TRACK AT zQ UBSTR ii/Ir WW NOTCHES, N rlLAT EACOF EACH MZ p 7RWAAT(a) t. FOR MMUM MME & 1)3-0. SEE SCHEDULE ON SHEET 4 & , FOR on CONCENTRATION ffSECD=ATUlLl,`ILES RAM E MET 7A. SECTION Q'-8 2. SUBSTUNS CM BE COMBINED SCALE, AS APPLICABLE. sym mmm By on= S TO ,-T..xcrbmoo A-6 OR A- W=W"/W= 12 .UMM ALUMINUM., MULLION SUREIRATE ftmu42) 0 E.G. 7 1 qXTERIOR Conte. k"Wm No riptrau" I.-lotgo I I IftI_lp I I m—d stile s"yWodyMurttams Zone) sm_=3 12-063. mvm Ko of to 11 I itI ll© p, IJJ �lJfm�.l��,I ,�!, �� f 1 , Y -Y 7� - ...... -Lr W. TNCK • POURED �7 CONCREM PT. ED. . E.G. (2) Q EA. <sw (Sm Nm 8/1) mom 9/1't NorE I)— ePUREQ CONCRETE,/ �:fRATE * z) t/4° LONG WEEP NOTcltEs, OQNCRETE BLOCK. RETAgYEk TRACK AT zQ UBSTR ii/Ir WW NOTCHES, N rlLAT EACOF EACH MZ p 7RWAAT(a) t. FOR MMUM MME & 1)3-0. SEE SCHEDULE ON SHEET 4 & , FOR on CONCENTRATION ffSECD=ATUlLl,`ILES RAM E MET 7A. SECTION Q'-8 2. SUBSTUNS CM BE COMBINED SCALE, AS APPLICABLE. sym mmm By on= S TO ,-T..xcrbmoo A-6 OR A- W=W"/W= 12 .UMM ALUMINUM., MULLION SUREIRATE ftmu42) 0 E.G. 7 1 qXTERIOR Conte. k"Wm No riptrau" I.-lotgo I I IftI_lp I I m—d stile s"yWodyMurttams Zone) sm_=3 12-063. mvm Ko of to NDTE E)OSTWO STRUCNRE LXi'1:RlOR y 1 1 a 1 4A, a 9% •2'• •� THfotf� yt �� 'yM ,•�� ,r •y ;'sem. N'.tST��dG[ti• p� 3Fi � POUREO •: J • �� •'r . •y • .. . CONCRETE ex P. SUCK REO'O. (SEE NOTE 9/1) 2 •() ®' EA. (SEE (2) ® ( (SEE NOTE am NOTE 8/i) NDTE a/{) P0(11WRE��a��iONPRETEi ((1?a 1 ,v LONG WOp�+a—{LOCK .S. UBSTNOTM SC)REFii BETH titer!( AT®i1�Atlir>iiii �. 11}1}�� A• Tlu(�.✓ . v v J�V,J�� r •' 1. FOR NA1Dldt1ld FRAME & D.Lo. :?••�yO 4167 $EE SCHEDULE ON SHEET 4 & �+ FOR ANCHOR'S CONCENTRATION S F G 1T I A NEEDED AT STILES/ASTRACAI SEB SCHEDULE ON SHEET 7A. SCALE: 3/8"-l" 2. SUBSTRATES CAN BE COMBINED a �'O,r •.!�LOR10 AS APPLICABLE. t E9C1ERtt}R T STEEL NENBER T OfHkT$ CRNT SHALL A -ON OR DdUWbS/WNt ADCKNESS. 1 U 1� +nonurrteaL%VWv ) 0 7 ,wcemplstngwDbt6eFTYri� !Wldlnit Cale Aecepfanee No / - E +}rnaon Dafe 4 ur Ej(jQ�{� � 611am1 dePr6ddNConb �7EE�. SUBSTRATE (2) (9 2N P.T.�� WOOD BUCK PouteD 9/I)'•' "NOTE N8 (SEE OTE /.i) FLORIDA BUILDING CODE (High Valoo((ythartioalte ZOIIB) .. .,. a _•• Is P.T. WOOD SUCl6i 12 o1�am f 9 G ®late. ti =14141°14 (SEE NOTE 8/1) I- M_—� LXi'1:RlOR y 1 1 a 1 4A, a 9% •2'• •� THfotf� yt �� 'yM ,•�� ,r •y ;'sem. N'.tST��dG[ti• p� 3Fi � POUREO •: J • �� •'r . •y • .. . CONCRETE ex P. SUCK REO'O. (SEE NOTE 9/1) 2 •() ®' EA. (SEE (2) ® ( (SEE NOTE am NOTE 8/i) NDTE a/{) P0(11WRE��a��iONPRETEi ((1?a 1 ,v LONG WOp�+a—{LOCK .S. UBSTNOTM SC)REFii BETH titer!( AT®i1�Atlir>iiii �. 11}1}�� A• Tlu(�.✓ . v v J�V,J�� r •' 1. FOR NA1Dldt1ld FRAME & D.Lo. :?••�yO 4167 $EE SCHEDULE ON SHEET 4 & �+ FOR ANCHOR'S CONCENTRATION S F G 1T I A NEEDED AT STILES/ASTRACAI SEB SCHEDULE ON SHEET 7A. SCALE: 3/8"-l" 2. SUBSTRATES CAN BE COMBINED a �'O,r •.!�LOR10 AS APPLICABLE. t E9C1ERtt}R T STEEL NENBER T OfHkT$ CRNT SHALL A -ON OR DdUWbS/WNt ADCKNESS. 1 U 1� +nonurrteaL%VWv ) 0 7 ,wcemplstngwDbt6eFTYri� !Wldlnit Cale Aecepfanee No / - E +}rnaon Dafe 4 ur Ej(jQ�{� � 611am1 dePr6ddNConb �7EE�. SUBSTRATE MEMBER kal�.� �Dtl at Yef at UVdO OMIE OOIWdY FLORIDA BUILDING CODE (High Valoo((ythartioalte ZOIIB) .• esnu WL1EC0 IAQ. • 88it1@B t1� HIQH 1MPACi' 8tJU1N00iJ1ffi DOOR u, � ' 12 o1�am f 9 G ®late. ti =14141°14 I- M_—� APO 12-003 am EB-OfN 1 od PAW= Ke t SHAT 19 or 19 MI -mi L Y��8UC1f 1/ (SEE NOTE 8/1 -1 SUS TA4'O mum 6Y OWENS CONFORM Tb 1W. /A-BDO a—ess oa hf 12 ME U WALT. =KNES3. 151 (sEE 1 D1oA E -o" iaax 3116. UAK, FIXED PANEL 1 �9 3/16• MAX. RXED PANEL ,SJ�� M�MgER SUBSTRATE 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEEP 4 & FOR ANCHOR'S SPACING SEE SCHEDLU ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUGA9LE WNW w7b va� +L +L O r<ww s��1��lL'�rcwww��r� w��u■ Fill• � � 1 �. ,:�7l:7Fr an.tir3, •..� I s , waw��nrra�ir�w�w� cill 3 (2) L 1/4; VMD BUCK (SEE fiam 5A SIM momm BY orwm Un OR M38 W/ f2 1/4 STEIZER Nola 1. FOR MMMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHORS SPACING SEE SCHEDULE ON SHEET X Z. SUBSTRATES CAN BE COMBINED AS APPLICABLE I 1/4- LU. OPWRIE P&REL D..0. EE moill I MGM BE= ifn �Mmom OR 0 I I 3/16. " mm pKim vmm___-,j -------- MiS WIDTH (SW NOTE I MCA= URQW}-- -SECTION C -C (OX) -40 I/V' MK CMVMX PMR. o.t.o. —Ksm km I Mom am /IC MAXI= PANELFRW WM (SIX NOTE I INMWW 00.0 )— EXTERIOR SECTION D -D Sa4m ALUMIJIJ ILLION A I A�j SURMAU 62012 Vl= as nRoovcr"MWZ6 a cial With the MA& .401ding= A—p ft hfh; on 7tv...q xdC FLORIDA EiUILDiN(� 10 (Hah velocity Hurdwafto) EA 11110 ROM IMPACT SUDING161 AS$ DOOR 'tjW*NXt . mp IIII" . . iapg 280 WWFL 711 RM' wDATE PMO.(384 688-8888 =14 P.A. 12-003 'moi a on DRAW= a. YM SUPSTRA1•E STEEL MEkIBER SURSMATE 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 do FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 3/(g° MAX. MW PMM D..0. E tr67E 1 MdICNM BELS a' N0 0 SMOV 1 4(2 l@ OR ® t I t/V 6WX. CPOME PANEL --Fwz 19m (SEE NOTE 1 MOImm S£LO1'!)— ��++��^^'�( ii..EXT�RIOR SCALE: 3/9°o1° ElCI'ERIOR §gCTI D- ) SGALEt 3x -v it 4— POt1REo CORCEIM OR C6VCmm G= RWIM . t�r�:.mi•. z) � W q It (SBuc NOTE 8/1) POUS90 .GONG E'1'EL Nr -RETE BLQGK ttaX�Nusi tVALL tNtcXNESS a tl aU.or SOSs-Ts I D .==10 NULUCN 4tootrt:rmmm 9eldleSCyo�d wiWt6eFlortde 4arptanccNo Plmtton Onh jPj nY AUnw Prbdeiv nt 691he Rlodda ' iltbtil ow OWNI'f PLORnABUILDIN0001%(Hlgh9810*F{wt— Zone} 801WO11WOHION%VACT841DINGMAWNDOOR a Ao �6 wear 7a eaa of/toAp HNLFaN. FT. 33614 *99 FA%t 88b..b66b ' 12-003 ou omwm bo !1 w: w au M , BHiLr to ot• 18 a�s W� sm ALU B ATE�ION 09A,4 am ML .1101c c ® lima. munNo a rAwmium cowmw 4tootrt:rmmm 9eldleSCyo�d wiWt6eFlortde 4arptanccNo Plmtton Onh jPj nY AUnw Prbdeiv nt 691he Rlodda ' iltbtil ow OWNI'f PLORnABUILDIN0001%(Hlgh9810*F{wt— Zone} 801WO11WOHION%VACT841DINGMAWNDOOR a Ao �6 wear 7a eaa of/toAp HNLFaN. FT. 33614 *99 FA%t 88b..b66b ' 12-003 ou omwm bo !1 w: w au M , BHiLr to ot• 18 �.+�t=_z , +ss;, �:� 1i ■ IIS E M Tragi. _�1�� i•a�t�'iiir� � '" a 'I nred� az. � •• � rI' u: I,• t 1 �II�" o � ��{ � ',� ire�rrr�►�] �I NOR r - a� Y: r - . I r I t 7 17 r I4A 1'1' 311 Or WX FIXED PANEL -im • n 106 117111 IV a�� _,� (� tG � �r� � � _ �0 s y �--a reet.� a •s I ,.., i`r•�� >.i, , , ., y n ff "„ WON u fjjEL MEMBER t. FOR MAAMUM FRAME & O.L.O. SEL: SCHEDULE ON SHEET 4 & FOR ANCHORS SPACING SEE SCHEDULE ON SHEET 7A. Z SUBSTRATES CAN RE COMmw AS APPLICABLE. E� S 0TTIIOND—D (QXX) SCALES W-11 ALUMINUM-. ULLION SUI3ST�tATE F 02011 tnrzan 2+0 am$ MINa. t uum *011u PtO?RetV7 #e xemplylag aitb the Ftori�h 9elQiagC � 4etcptenca SxFlrattoa Rate � tci 6 nti: xaeFta -c iku �** Wo Dat: et lwecwatfar DIN120000 Kgh VeiadiyHW t M Zcnej �acr$LmlNoou�asalmR Y 4 mm veer 78 otpo/ta n. aiot °ATC oXyw2co No ' Sa=w 15arta k"LIO-111) SECI10-N. C—C (-OXM smz 3/r.11 1 5 1 61 ST9EL -MEMBER • SUES nlE 1. FOR MA)MUM FRAME & DJ -O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. SUSSMTES CAN 13E COMBINEDI AS APPLICABLE. 0 N- T_Wi .%Idldx e 11 fro.pl.ox N*'* loag 04*Velo* liuritom Zm) UOING(RASSOODR, "a wwr n WAZ% YL =I am FAM "W"'OUREWEEM 12-003 IE TIVVbI I18STR{�%E POURED- COME-SE7'E CT ON C- C(XXX Xi ONCRETE9LOK _area. taen� ev ott�rss �.E: a/e°=,t• �U�STR '1'E. srwa. cottrotaa m asx.�. a—soo a—s� aR Mo.- /a r�+uer wau n$araarss �3e d srauoaorwcKNEss. �nvownreti '� (uub DA AtLOY eosa rs tsnru naos cwuNtt �r�Roveo I �„ C 2NOW 17�%alai), s _J"7 Cil 'I Ry'��ral� � i•►.�� ' '*`7 l�z.i.�, � S31 S, t 1+I-I-ar�,+.F.C.X_. � 14=it.-..(.:+.:as'-zfi=-ts.~+F/'-`ry,.Ii� I�I � � • +. 1� 1 ImmNZ 0: 0, Ir 7 . II 1q :�q • ,� (� a_�•• ( u ► (i _ �6 f . 1 0 • 7 • • • • I .• fi�l< hl� CbNs}t?a #to s t' F.H. U.S. ON SLL SOU 1/; w" arae t U -y FLORIDA BUILDING CODE (High Veto* Hurdom Zone) e2012scttao ata Mallow HIGH ~SUMO %MBDWR nom. 290 asst 2e tm o at t2 ' LI—Eco1 as, t �8U--8103 our. °'"ww g-16- .,fir— FM '°' liww ts-a wsxs oaW n au I�ERq ��,, Ste• ..umn � �f1LWIaA gp�( 18 OF t8 W. 4 1 , MIAMI -M DE DADS COUNW • PRODUCT CONTROL SECTION DTFPART�ENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room= AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE' ' (NOA) � mia�nidade.gavlperal _Gle—IFeral e—FeralImpact Glaassat Wmdews, Com— •290 West 7e Road Hialeah, FL 33014 - SCOPE: This NOA is being issued under the applicable rules an(I r1bgulalions governing the use of construction materials. The documentation -submitted has been reviewed'and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other area 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, revolve, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000 High impact" Aluminum Horizontal Sliding Window — L.NLL APPROVAL DOCUMENT: Drawing No. 12-0066, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant', sheets I through 14 of 14, dated 01/10/12, with revision #1 dated 01/10112, prepared by Tilteco, Inc., signed and.sealed by Walter A. Tilli4 Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE heACT 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's-tatement: "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 perfiormance 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 iNith 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 9 09-4806.03 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. 12-0206.08: Expiration Date: October 21, 2014 Approval Date: April 12, 2012 414015 Page l General bfflact Glass & Windows, C2M. A. DRAWINGS Manufaeiurer's-die-dmwings-and-sections: 2. Drawing No 12-086 titled"Series 18000 Nigh 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 lay Falter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: l) Air Infiltration Test per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Tess, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagrarn of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"954, dated July 10, 2009, 'signed and sealed by Julio E. Gonzalez, P.E. (Subm#fted hater previous NOA#09-08116.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, elated 06/23109, prepared by Tiltec% Inc., signed, sealed and dated 09/22/09 by Walter A. Till% Jr., P.E. (Submitted wider previous .NYOA#09 0806£ 03) 2. Glazing complies with ASTM E1300-04 D. QUALM ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Ine. for their "DuPont SentryGWO Interlayer" dated 08/25/11, expiring on 01114/17. 2. Notice ofAcceptance No.114624.01 issued to EX DuPont DeNemoun & Co., Inc. for their "DuPont Butaeite® PVB interlayer" dated 09/08/11, expiring on 12/11/16. Manuel P44 4M Product Control E er NOA No. 12-0206.08 Bxplration Date:: October 21, 2014 Approval Date: April 12, 2012 B-1 General Imigget Glass & Window& Corp. NOTICE OF ACCEPTANCE: E3UEl�i'CE SMAIITTED F. STATEMENTS I.--Statem€nt-letter-of eonfonmee,- eoffiplyingwith FBC-20110; dated -January -27; 20-1-2, -----_._ signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no f nancial mfe=4 dated July 27, 2009, signed and sealed by Walter A. TilK Jr., P.E. (Submi&4 uNder previous NOA#09-08116.03) 3. Laboratory compliance letter for Test Report No. FM — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gonzalez, P.E. .(Submitted under previous NOA#09-080&03) G. OTHER 1. Notice of Acceptance No. 09-0806.03, issued to General Impact Glass & Windows, Corp. for their Series " 1800ir Aluminum Horizontal Sliding Window— L.KL, approved on 10/21109 and expiring on 10121/14. Mannal Par .T. Product Control Bxkber NOA No. 12-02 6.00 Expiration Hate: October 21, 2014 Approval Date: April 12, 2012 E-2 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SUDNC WINDOW LARGE MISSILE IMPACT RESISTANT MAY BE.INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DU MINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND S96LLLTO ��N��OT EXCEED THE MAXIMUM (AS.O.) DESIGN PRWE�SNSpURE RATINGS INDICATED ON NOTE 2 SMOOWW.. BE ORFIRST REE.DUCED�TO�AS.b.ODESIIGN WINO CONDITION. ULTIMATE 8�f MU�LI�PLYING THEEMM BY 0.6 ORDERRTC�COOMPARE THEE. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS 11E51ED, WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE MESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN LABORATORY REPORT Q 8904 AND AS PM SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1018 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY, 2. MAXIMUM RMNOS EN THESE MaNDOWS AHALL HE AS SHOiN ON SNE91 IL S. 4. 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411.8.1 AND 2411.8.2 OF THE FLORIDA BUILDING CODE. 5. ALL ALUMINUM EXTRUSIONS SHALL. BE ALUMINUM ASSOCIATION 8053—T5 ALLOY AND TEMPER, WITH Fy - 28.0 kal MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 315 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 80018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 kal YIELD STRENGTH AND 80 kof TENSILE STRENGTH, E. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0 - 0.98, AND SHAD. COMPLY WITH SECTIONS 2411.3.3.3 & 2328 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. L4L" No Ddo By of OOUNIY ®. ANQHQ3 NQ= EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) T1/4.00 TAPCNG �URED ANCHORSC1 11/4 MIN.F'EMBEDMENT. AS MIN. EDGE MANUFACTURED BYC (BUOAEX21NC. (COMPONENT, THRU 14 P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLACK WALL. MIN. EDGE DISTANCE (E, .) = 2 1/2°. — 1/4°0 TAPCOANCHORS W/ 1 1/4° MNL EMBEDMENT, AS MANUFACRIRED ITW BUILDER, INC. (COMPONENT N, THRU 1" P.T. WOOD SUCK. (C) TO EXISTING 2x P,T. ' W00D SUCK. MIN. EDGE DISTANCE (E.D.) m I'. 1/400-14 SCREW W/ 1 1/2° MN, EMBEDMENT, AS MANUFACTURED T1W BUILDIX, INC (COMPONENT 2 ). (D) -TO DWNG MIN. WO 14x3/4°(MIN.)) TEK SCREW' THICK UM MULLION (6063 -TO AS MANUFACTURED BY ITW B ILDEX.bUfL �INC. (COMPONEGE DISTANCE NT ). 1/2° {E) T 10()E{aUR) �CE (F.D.) 1/2°. -1/4-0-44/4 CAGE (0.1081 OREW AS MANUFACTURED BY I1W BUILDER, INC,(COMPONE 10. PROVIDE 1/4° MAIL LOAD BEARINO SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 NIGH IMPACT HORIZONTAL SUDI�N1G WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THI J DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL. SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MIAMI -RADE COUNT' PRODUCT CONTROL APPROVED. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROM INFORMATION FORA SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAID., PROVIDED HE/SHE DOES NOT DEVIATE FRpm THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION. SAFETY AT SITE IS THE CONTRACTOWS RESPONS SILIM (a) THIS PAD. WILL BE CONNOERED INVALID IF ALTERED BY ANY MEANS. IiECOR IGIHAT PREPARED BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE F THE PROFESSIONAL ENGINEER OF y r. 6701/10/+z �Za1x Mw. 1 � C �D apo. aCLULCtl 7WPW YOW'1 WYAYf LARGE 1MI �IV4YfY1MLtlLa711Y[iWWWYY ' AOTRS815TAWT avL o. 10 �paplq{p PHafl6t (��86H••8103 � �°enw (aaa e o po OW 1 UP 14 Rim r EL . IQtiMR . n (DSAML FdEAD 6063—T6 ALLOY & TEMPER 6063—T6 ALLOY & TEMPER 1w s SILL aisa 8063—T6 ALLOY & TEMPER • 9 COMPONENTS. SCALE 3/,6"=1v Monucrnav,s� cc sashptq_faSwuh UwFlo�Wa No - B � d)AOti401lN7Y ®,-res SmE 8003—T6 ALLOY & TEMPER 116* •d at vc°" 6063—T6 ALLOY & TEMPER ®as,a mttro arc. Yf, I�•IC: Q ttta. ami, ,mm f��c per°="°° ' ase wear cs o,/�,z 04 are y �b —1-01 12-000 .e. o a3Awara Nv .' 8r9ET a OR id I BILL OF MATERIALS L iM QUmTL'tY l)fficliu- Lox rrrATEM 1 1 FRAME HEAD 8083 -Te 2 1 FRAME BILL 8063 -TB 3 2 FRAME JAMB 8083 -TB 4 COLONIAL mum (Onow 8083-T8 8 1 VENT FIXED MEETING STILE 8083-T8 8A 1/ CAR ALUMINUM BAR INSERT FOR 8063 -Te 8 1/ VENT H.D. VENT MEETING SOLE 8083 -Te 8A 1/ BAR ALUMINWd BAR INSERT FOR 8003 -Te 7 2/ VENT TOP AND BOTTOM RAIL 8083-T8 8 , 1 VENT JAMB STILE 8063 -TB 9A AS REOD. GLAZING BEAD FOR 7 16° GLASS 8083-T6 1D 1 SILL. TRACK INSERT 8083-T8 11 AS.REOD. SI.1L, RISER 8083 -TB 12 2/ VENT VENT LATCH AT 0 1/27 FROM ENM 3° LONG 8063 -TB 13 1/ LATCH VENT LATCH SPRING ST. STM 14 'UMPON CORNER5IMAX ANI1 12° O.0 , BFMMAT MID-tiIASS t61EICONE 3" FROMGLM ELEVATION.BY CUMEM 1e AS REOD. FRAMg6plT ASSEMBLY SCREWS, x 1" PJ•I. SMS, CRS 18 2/ VENT FRAME SILL SCREWS CONNECTING 70 8 , #5 x 3 1/2" P.H. SMS. CRS - 17 AS RECO. VENT & FUG RAIL W SIRIPPINO, AMESBURY OR EQUIV. 16 AS RECD, FRAME W'STRIMNO, AMESBURY OR EOUN. 1U 2 1 CAMS, M & M FACS 20 BAFFLE BAFFLE SCREW, 06 x 1/2° F.H. SMS 21 AS REOD, GLAZING BULB VINYL NEOPRENE 22 4 VENT ROLLER HOUSING & GUIDE CELCON 23 VENT ROLLER BRA5S/n ST. 24 2/ VENT ROLLER PPI ST. STEEL 28 ANCHORS, 1/410 TAPCON FA ANCHOR, TTW WLL004 RC. STETS. 26 �ANCHHOOl� 1/R4��14� EMSM S ROD W CUILDM INQ TO WOBUCK, STEEL 27 DOW CORNING 786 STRUCT. BUCONE 25 SEALANT.' DOW CORNING IMM SUCONE OR EQUAL AT FRAME ALL AROUND IMERIOR ♦io fNTERIOR 294 7Ji8° NOMINAL (O.A44° OVMWJJ LAMINATED GLASS WITH (1) 3/16° HEAT INTER CI OUPOMT � 9G' WM L CO IFNC�. F (1 3J�9HT HEAT STRENGTHENED MASS. (AMIVATEV GLASS 298am 7/10° NOMRAL (0.444° OVEFDILI) LAMINATED CLASS WITH (1) 3/18" HEAT + NO LAYER i y PONT BE NEMO11RS & Go � •h (1) 03% e° F1FAT MASS, LAMINATED GLASS WALESTRENGTHENED WEEP HOLE 15x1°x3° LONG WEEP HOLE RETICULATED FOAM OASW, MODEL IBM ByBa FRANK I= RUBBER & CASKET CO mm FOAM MaING D ASL FOR SCALE 3/4•° = 1 ° �• l lltt///Iiloiiiii • , SF •, • onu muco m No. 44167 MllC o Ilia. MuxrTaw=W�m �,•'e4�s °�vlOro�167D'. 1.OxWCm,�/mim '•FLORIOA••'•'w i'' RFletialsla � ��1'�� 9 6 MOM = i , inLOINGcoaeoNmaveloap�HxDnlxofazxma) qRI MNTA1.111JD1FI0 WI9tM W 1 R BTI AOTMISIBTANT ( m wr 7e "600 01/10/12 . 08t 03 xwe soe se6-ease 12-006 tuualal 80 ° 11M 8 QF M D/9 raw Bunn (SEE swim= g1 a ski' 1 92 • (SEE SOHBm" $1 ON 88E61' 12r- -- 2)`_ . B/744 B1 b SC}Em" #1 CN SHEET A/6 SEE DETAILS 1 & 2 (IVP. HenD/s1u. AND ) SCF�DULE #2, ON SHEE1 12 19 + 20 3 1%4° F OId 1�SHIGH AND �AT MID$PAN HOIX AT TYPICAL EXTERI9R LEV.9T1®N FAR XQX WIND®W , raonucrie SCALE I g,�ft?a4amfw* b GY �./ AS APPLICABLE w1�w2 MAY BE DIFFER ( FROM EACH OTHER BUT THEY SHALL BE SUCH T (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET ADDITIONALLY, DAYLIGHT OPENIPGS "a" AND Y, CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS {VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Mqx. ANCHOR SPACING (See schedule #2 on sheet 12) p a ®posy Rum mu. 1L E C o ma. 290'ww 78 ROW a1/1 /t2 n8E8 1 i E6 "41 an mw /2j i 6EE • or, SF�P.�' 1 12-006 a6aw¢1a Ho � 8NFsf 4 aF 14 OR OR OR (SEE SCHEDULE I ON SHF2:T 12) I ISM M7 ON SHEET 12) I (SEE SCHEDULE I ON SHEET 12) I II II 0 I I II INatanT�g Fuu I almarvw FULL NEI I I A/6 SEE DETAILS 1 & 2 (IVP. HenD/s1u. AND ) SCF�DULE #2, ON SHEE1 12 19 + 20 3 1%4° F OId 1�SHIGH AND �AT MID$PAN HOIX AT TYPICAL EXTERI9R LEV.9T1®N FAR XQX WIND®W , raonucrie SCALE I g,�ft?a4amfw* b GY �./ AS APPLICABLE w1�w2 MAY BE DIFFER ( FROM EACH OTHER BUT THEY SHALL BE SUCH T (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET ADDITIONALLY, DAYLIGHT OPENIPGS "a" AND Y, CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS {VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Mqx. ANCHOR SPACING (See schedule #2 on sheet 12) p a ®posy Rum mu. 1L E C o ma. 290'ww 78 ROW a1/1 /t2 FL. 33014 OAIE PHONE w 886-•81a3 s 12-006 a6aw¢1a Ho � 8NFsf 4 aF 14 WX FRM WM (SK SORE = QI ON S47 I2, } A/$B/7. • �, Nate aDN w; p ON -mw 12r -ata saxa = SI ON Smw it F/11 E 10 q :01 8• NIIX p'6 S��EyEpp 1 "S"= Max. ANCHOR SPACING NDSHH HHI 1z (See schedule #2 on sheet 12) 19 -h 20 3 1�4° FROM IEI•!•IDS AND ONE AT WMAN •i s �_� lrea ' le Bc 2 B/7 slid LE �2, lu -If A F111 U w1 AND w2 MAY BE DI ENT FROM EACH OTHER BUT THEY SHALL BE SUCH T14AT (2)w1 •F w2 DOES NOT, EXCMD MAXIMUM E WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "®" AND "c", CREATED BY w1 AND w2 SOALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINpS YALUKa INDICATED ON SCHEDULE #1 (SHEET 12) ME NOT EXCEEDED. or 28 AS APPLICAKE 0L �`C4 Ke. a-nm41 ktltmoeo�. 200 wmr 78 R YI/I"/]A a•��F�4'Da8-610 • see soxE2vi,e SI oN sr®• iz I °o° 61hX D.La (4 m"' I sEE Fi oN sNaer 1 zi 12-OOe .I 28 1 29 :a OR I OR I(8EE VMS 0 14 (S ON SHEEI 12) LE j ( Sg 12U) g ` 0 I rHW i I 8• NIIX p'6 S��EyEpp 1 "S"= Max. ANCHOR SPACING NDSHH HHI 1z (See schedule #2 on sheet 12) 19 -h 20 3 1�4° FROM IEI•!•IDS AND ONE AT WMAN •i s �_� lrea ' le Bc 2 B/7 slid LE �2, lu -If A F111 U w1 AND w2 MAY BE DI ENT FROM EACH OTHER BUT THEY SHALL BE SUCH T14AT (2)w1 •F w2 DOES NOT, EXCMD MAXIMUM E WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "®" AND "c", CREATED BY w1 AND w2 SOALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINpS YALUKa INDICATED ON SCHEDULE #1 (SHEET 12) ME NOT EXCEEDED. or 28 AS APPLICAKE 0L �`C4 Ke. a-nm41 ktltmoeo�. 200 wmr 78 R YI/I"/]A a•��F�4'Da8-610 B" + f 12-OOe DRRf9aI0 No :a VMS 0 14 �� rr ��/��/,��_ - �� ,� _ � '�� run• aa•. •�•1 . 11� �� ;3: . �.-----��_■rl»a�r� u`�� --.__III._ - � , r:. ^I k?'111-106 tr Oil Yi L $ wow 3/O° 1NEEP NOM Al ENDS SES NOTE 1/1 .q FOIWEO COMM OR Q OONORETS am RET1 O yl Sir f 0t1EDULE12— d Dt �ON SoHNEF.rEr1'- to � NO1S N/a) (SEE NOiE S FldBlO)ECENT ON tN7NEDNE 9a `�NSREO), ON sFIFSI' lz - - vf PApAUCRR8v1$IiD •\t\ v �.•'•�'� (SEE NOTE O/I) (SEE NOET6 S/i) 0O11d6t$yco a/INSIAi1�O �\ t SEOTIN y -A TQ WOOD) z sNE >aalEflw a �1 oN axEEr Ia team '�`O, /� SiONli i/'d°nI" Uft•OAOBOOONrr 7 %� (SEE NONE 9/1) SEE NOTE S/1) m 5EE 1�HEOULE 12 STEEL MEMBER BY Ol'HERS WALL ON tlN Iz I�BCONK=�( �rclWEe�a. aueryn—Eea emNu�ud+ I � xEEa xoTg1 AT • a1. a q SEhr1'IdAi A�•,A �' �ZO„�gEEI� pAEMBERl . Tt((/ • . „�•, BLOFMA UlLOINOwD3oftv4fc WK%*wZQw) �. +a ®201St ?747rC0 07WMai W1 W" N0li0NTAL NC3 SIJAI` •• •'\' �. LAftOHd1I881LLI6AsAOTRE818TAN1' 1 88 ww t \ Ip� 9 M o IIOc. FL. 0300,4 01/010/72' TAUT'MMB & EONtlNaMMU OWANY FHQNE, SOUP p�"4Tasrasi�p��y. m.,�p,I�L310 P7 X+ p06 OHB•0088 \\ pG. t ,_IOOY". r 12-M y2qq��yyOP'• •. ,\\ -OW �y •� p m. m ea mu ORWU Nu IRL _.i FLOI80A Ua 4 1W'F' mm 6 OF W \ ' d h :� •I„II « r��F�'��►�� IIIA?' f �`�!►��i�.t�; �►�z ;C� = I� �.�, �i:,lli ;Fi /'{� :' 'Iii• . h d• 1 • "lar «� I YI ' f v1.J.�• II ��-�_.. �I�r'I,1� ©v2:� _ . 1 «•:I . � of vii:+" ] :�].. ] � � M ��► •• � • � • v -�aYM �„ I(� YY ,f Biu n 1 +�\� 1 / ��am�.Zia+ �w� _ � �` ^.fv""'n5�,t � •� Y�+' ,, } 05 yi! � 'i. � .. ' ... � �: EX'fFRiOR *SEE SMILE ¢1 ON SHEEP 12 J'' SEC j©NS C• -C (XOXi nlsolurcr ��1 CENS"•'••.�' ~ RBV[9r3� �,,•'�� t� ®fa maven wa 8ER�87 HIOHIMPAaTH MALBLIDIN MMM8 L iMP Tk�8ormT grew j4a' sLa{.ia.!% . ��A1��w4hum3+i�ldu �� 1. D ima0lw'",No D12-008 @r i NIlrl6. zeo wEsr 7849inn FIx14 01/10 12 a�0 ••, AMVP•• 1,` UAa8�UN1Y ''S_ ofte-ccow4m 4" RIM #�t87'E mr 1 awes mwmnm ar.i mm" VA 8H6aT 8 OF 14 �SEE SCHSOULE Q2 ON ffidw 1& (8EE NOTE 8/1) 24 P.T. WOOD M= (SEE NOTE 88/1) (SEE NOTE S/1) (me NOTE BOT—�I ® SEE SCHEME pa— CN BMW 1z. a 4mz som use it ON SNEET'12 1 4 le NAE. 0." SEE smemu BI ON W" (SEE NOTE ON I TH (M SQHyxxe Gf E7Ci @OR 5EgIlQU8 D --D SM ar pptauW�Ttal' 'Q p� � ' ulaa 3 '� ey, X hADB�ll1NTY =.@9� w1* (SEE Nm aN ®amts Taawo ala . s—mous'atenaaleoumu' AMIAPO QI 12 12-008 ORdlW NO am a of 14 rol do bl •alta � aN 81,08tY8G. 90d-Zb '�°° sol E allo�td ��11qq00 4lOtT 'U 'Htl.1'M81 ti/Gl/l0 IIYW � •� � '9'd"igt�90Co� eocccu°n'l'' 0t0wm''�'' ' aero arMd e amw a o m STU •ON1 0.221111'. 0/8 310N 336) � 3VfO3 3i5 St D11 T AD MIN B/ S53hINOktI. TMM i%IN@8Pl u { tabNddV imam OMM NOfMIp9 OH&MW I= n/5 n/e 3# a s O tll�� .l a' aZ/t 87tlD8• ott�.ua imm No 31ON 335) 00 NO'I; 'cb Zl MH8 NO lD 3iflmH98 33sa 31ON i 4/8 N MS) 3810N 336) mama a Wil 33N n6) �I a 338) 3M MM IM - V (` _...ni?s"Woom 02012 mraco um M Cir © a 4WJi Tom R �'�" c-molliiuiew0ao4�oapn '�wi�8 0 cot* 12.008 =AV= No 2}1b6f 11 W 14 O OR (OXI WNDO CABS# DEBI�N�� PRESSURE 0 Q9A�(IMUM WATgRPREBSURE MAXIMUM FRAMBWIDT}I -monvvilbow 1�+ X OPERABLE (}� MA)L FU(EQ ((0)) W1NDOwWiDTN WINAOWWlDTH a11 ptAX.OPERAl3(,B QQ D.L.O.WIDiN ve NIA)G FIXED ((pp) D.I..O.WI4TH --Ug. AOR FOD (0 D.L.O.H219 n . RN4'D. 0GA8B Typ9 CASE Ii MA)GAS.D. ESIGN PRE URE RATIN© WA U URE FRA�THWID FRAME HEIOMH7 ((}} WINDOOW THS VN SOW VVIDTOH w1 112 D.L0�7�H °6° (( MLL.O.1 TH) °4° MAX.OPERABLE){!� O.L O. HgOHT °Ba 01A88 TYPH I +100, •130 POL +16 pst 11111W 03114° 371!16° 37° 331!2°. 33112° 561/44 288 u +100,430pet +16 pot 111116° 631w 281116° 0 243/40 611 06114". 28B III +80,400 put +13.8 PaL 1111/ 74114° 371116° 37° 33 ire 3310 071/4° 20A IV +K400pat OU pat 1111181 741/4° 261116° 60° 24314° 61° 07114" 20A V +100,•160pet +16 Pat 881144 631/4° $2116° 32° 2038° 263/6° 061140 29B O OR (OXI WNDO CABS# DEBI�N�� PRESSURE 0 Q9A�(IMUM WATgRPREBSURE MAXIMUM FRAMBWIDT}I MAXIMUM* FRAPI�HEK3H'P 1�+ X OPERABLE (}� MA)L FU(EQ ((0)) W1NDOwWiDTN WINAOWWlDTH a11 ptAX.OPERAl3(,B QQ D.L.O.WIDiN ve NIA)G FIXED ((pp) D.I..O.WI4TH --Ug. AOR FOD (0 D.L.O.H219 n . RN4'D. 0GA8B Typ9 I +100,460prA 445 Pat 74114° 66114° 371/8" 371/8" 338116° 339116° 49114° 292 IL +1D0,•190pet +16Pnt 74114° 1 63114° 3718° 3718° 339116° 359/109 t/2° O.D. 664144 20B III +89,-0ODp4. 03Apst 74114° 74114° 3718°3718° 339118° 339116" 67114° 2QA w +100, •160 Pot +10 pat 60114° 00114°3D 1/8° 3018° 269116° 26 0116° 63114° 99B in , e 74077-0 r 1 SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN SPR ARB HEAD/SILL JAMS HEAD/SILL REQUIRED ADDITIONAL ANDHO OItNCENS��TION AT ORNBLOCK (a NAE 9A 4 00/1 1 A"0 T> 91uLDtat 80 or laos 91 o.0. 91 0.0. SEE DETAIL 2 (6 ANCHORS) > 80 up to Ica 7 1/4° O.C. 7 1/4° O.C. SEE DUAL 2 (6 ANCHORS) $1100 up to 130 0 1/2° 0.0. 8 1/2° O.C. SEE DETAIL 2 (6 ANCHORS) a 130 up 10 180 4 4° 0.0. 4 4° O.0 DETAIL 2 6 ANCHo11S METAL 0 0/t) 1 4°@-14IMUEX S 80 or Iona 9° —70—A 910.0. SEE DETAIL 1 (4 ANCHORS) ► 09 up to 100 9' O.C. 9° O.C. SEE DETAIL 2 (8 ANCHORS) s 100 up to 130 7 1/2° O.C. 7 1/2° O.C. SEE, DERAIL 2 (6 ANCHM) • 130 up to 100 6 $/B° OR. 6 5/8° o.o. SEE MAIL 2 6 ANCHORS) WOOD fin ° 14 0-14Bue= 80 or loos 9° O.C. 9° O.C. SEE DETAIL. 1 (4 ANCHORS) • 60 up to 100 a° 0.0. 9° 0.0. 5•E'E DETAIL 2 -(B ANCHORS) 0 100 u to 130 P 7° O.C. 7° O.C. SEE DETAIL 2 (B ANOHORS) a 130 up to 180 a° OA. 6° O.C. SEE DETAIL 2 6 ANCHORS Qff-AL AT L49pp* SILL 4 ANCHORS MEETING STILE 3°.I-3°4 - 8 3° Cox um m UitlB{ In= fLttnmrwlllN5 wl%lmmjwU-vvuxwun �t LARGShD88)1.91UPACTROB161M �. Af., 11""al'� C KA Inc. m&, -.,w 011111KIIIIIII nano Ol/to tz 1oAtmta 05 um Tmma a MixpadAm 12 -MB turatatta no _ BItH� iZ OP' 14 t21 C F 1 ED W� #8 x 1' PIL SMS SE&M W/ xOTM iT 27 CONT. ALL AROL CONT - ALL AROUND t28 x 7"WP/ osAR. ' 1 1 I M i tao�cta {np /' _ II / 1 ` ALL. AAROUND I 1 / 27 ' CONT. ' ALL AROUND i" ! 27 (3)s x 1" P.H SMS !. CONT. SEALED W/o ALL AROUND/` ALL AROUND ! PRODucrFavow �taahBlaPtmjda xo Dai n� MAMHMCMUM CORNER CONNECTION AT HEAD/SI-LL & -FIXED S -Sli SCALE: 1/2"— 7" 8 x 3 1/2' P Sms SEALED W fLoreon � paanveso�epr tzar LMMUMEMAMOMM omus� il&'�k3 at !alta ` iMum 73 ROOID 0.7/ c/22 LECO mt- tuMSILfL ala >x 7831! 73a�aM. a t�a�nr # ase-esaa raw ass-ae� 12-M ZRAMM lb — st1M 23 OF 14 (2) SEALED WP% H sots ALL 6A Ail. CO AROUND ALL AROUND CONT. t i ALL AROUND i 9 (2) sJ8 x o W/jr Q NER-- CONNECTION ---AT. VENT scarf 1/27= i ' +++7 +it.. L � •w.omoA�mra�ao�p�nver�rrzar�e) ' as rRonacr ; Q,,i�G M•�- i omrzin7�arlx sr: . a .v¢hareFda ` a J, l 1NSt u/ttr/,w .' 78 am/i /12 MO mo "M.o. m -IUM4 > nSW : % J mw mswII ccupw PNW&s. �a-etas i tea- 12-tR Daae "a.o.9.'••.3F7041��•''C��+++1,s , �. r��r orb it.IDiDFfbiAVIY 9AOERAlIIt64e.P£`•':,, -saga amvam c fiOBIfM U� 4416/ a mnetm ele) 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218902 Permit Number: WS -8-14-1838 Scheduled Inspection Date: September 09, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: MAGNA VIERIA, MARCO VELASQUEZ Work Classification: Window/Door Replacement Job Address: 25 NW 108 Street Miami Shores, FL 33168-4310 Phone Number Parcel Number 1121360110300 Project: <NONE> Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone: (305)558-8103 sunaing Department comments INSTALLATION OF IMPACT 11 GLASS WINDOWS AND 2I Infractio Passed Comments DOORS INSPECTOR COMMENTS False Passed 101 Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-218350. Remove moulding to verify. Rear french door do not meet min. edge distance. No hydraulic cement allowed September 08, 2014 For Inspections please call: (305)762-4949 Page 15 of 28