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WS-10-1042City Architec e l2 , 1\ P BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Address J 3 30 NE /03 S+ City Mi0.4v1 Si b re,,S State FL Tenant/Lessee Name /i/M- Value of Work For this Permit $ /13 II 99 i%'Iiami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Miami Shores Village County Miami -Dade PARCEL # 11- 3.:90.5- 03 0 00 Is Building Historically Designated YES NO V ame (if applicable) ,qt y.5 b J'i5;li ems`. Type of Work: EAddition ❑ Alteration ❑New Describe 99 be Work: e.M e �'t /� oU. a r f 1 c..e £ ) G Qj 4 /+( / �r r5 ♦ 4— T 4 r Ar-"aa r Sc.l`t,e r� Permit No. WSJ 0 — 1 0 Lt Z Master Permit No. Owner's Name (Fee Simple Titleholder) Cloy- Ie s Pi Vl°, .c. N o Phone # 305 7717 Zip 3 .26Pa4 Phone # N/A Job Address (where the work is being done) J 3 0 N5 /03 51—, Contractor's Company Name ke.,y �j41s``�IX .ps J L Contractor's Address /Oa D. 5 0, 5 e is 14;3 k cLie City ke,y state FL Qualifier game pW10 § M e,`, {-a,& State Certificate or Registration No. Phone # 305 - 451- 17'7G* Zip 33a 3 7 Phone# 30 5- f51- 1 7 7'(o Certificate of Competency No. Phone # 5- g 5c7 - 0? Square / Linear Footage Of Work: /VA Zip 3 31 3 U 4 Repair Demolition aitee C sad t d s 47%/4 6c, + P f .c,4 Pt- 0,411 Permit Fee -7! V `�J ermi ee CCF $ CO /CC Submittal Fee $ Notary $ing/Education Fee $ • X Technology Fee $ l� • 'l_! Scanning $ 2-1'00 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ &Qq .4ti See Reverse side --> 'J"8 21 Zoning $ Bonding Company's Name (if applicable) A/A— Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /V /A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this /.5 The foregoing instrument was acknowledged before me this day of fl»att , 20 D, by Charles F. Del Vecchio, day of V : 20 / , by Ale; , , who is personally known to me or wite-U1 who +ersonally known o me or who has produced As identification and who did take an oath. as identification and whoake an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Brigitte Reyes 4 0 . , 'fPU41 . . mum REVES Print / (kitae.� % / \� 1111+HIpp My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) cia -1 • • Signature Sign: P EXPIRES' October 22, 20 My Commission Expires: 01� ��\` sly • �i 4 , �� * * ** * * * * * * * * * * * **** * * * * * * * * * ** ** *** *,sue* ** 1 4' j p 9 n+: .� * • N • LJ a wan :0�, s99 v l Anded e ; o Q Zoning PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. 11- 32O5- 03o-on THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: 2. Description of improv 3. Owner(s) name and address: Interest in property: Owxer Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. / O'S Ouer eQs L c,au 5. Surety: (Payment bond required owner from co or, Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NONCE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of er(s) Oa(ner(s)' Authorized Officer/Director/Partner/Manager Prepared By A ✓�a / ice itt sa= t..n Prepared By /o A vau , P Print Name Print Name Title/Office Title/Office 5i,,,/7 0 � i /) r STATE OF FLORIDA d' COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By Charles F. Del Vecchio a Individually, or ❑ as for jidPersonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 52525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. eh / -s- fJellf/ h ;o lS day of , - 2Gb 4 Signatu of Ownner(s) or s)' Authorized Officer/Director /Partner/Manager who signed above: By 4. By �a< ��.., * MY COMMISSION # DD 704979 EXPIRES: October 22, 2011 .10 0F F.0" Bonded Thru Budget Notary Services 111I111110IIIIlIIIIIIIIIIIIII111111 1 1= N 201 a n1 0385207 OR Bic 27312 F's s 0620 - 6211 (2s) RECORDED 1)6/08/2010 15 :43 =28 HARVEY RUVIW, CLERK OF COURT MIAMI -DADE COUNTYa FLORIDA Space above reserved for use of recording o ce Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/6 Floors: 2 Living Units: 1 Adj Sq Footage: 4,251 Lot Size: 11,300 SQ FT Year Built 1957 Legal Description: REPLAT OF TR B MIAMI SHORES BAY PARK ESTS PB 63-17 LOT 4 BLK 5 LOT SIZE 100.000 X 113 OR 9816 -1715 OR 09816 -1715 0977 00 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $353,464 $50,000/ $353,061 County: $50,000/ $353,464 $50,000/ $353,061 City: $353,464 $353,464 $50,000/ $353,061 School Board: $25,000/ $378,464 $25,000/ $378,061 Folio No.: 11- 3205 - 030 -0040 Property: 1330 NE 103 ST Mailing Address: CHARLES DEL VECCHIO &W GAIL 1330 NE 103 ST MIAMI SHORES FL 33138 -2624 Sale Date: 9/1977 Sale Amount $144,000 Sale O/R: 09816 - 1715 Sales Qualification Description: Sales which are qualified View Additional Sales Year: 2009 2008 Land Value: $461,776 $577,220 Building Value: $605,163 $609,911 Market Value: $1,066,939 $1,187,131 Assessed Value: $403,464 $403,061 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map 41 Property Information Map Digital Orthophotography - 2007 0 112 ft This map was created on 2/18/2010 1:53:42 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 1 IIT7riarni. a • £. * ov Summary Details: Property Information: Page 1 of 1 Assessment Information: Exemption Information: Taxable Value Information: Sale Information: http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 2/18/2010 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) 1 PROPERTY OWNER: I GA; ( Pet �/e i 0 PERMIT # k S — 6? — 10 — I 7 ADDRESS: 1 5 NE /0.5 Sf rQ e.4 1'", (-gm; Sh o res, 33/3 8 FOLIO NUMBER: / 1 ' V05-030-000 FLOOD ZONE: /1E BASE FLOOD ELEVATION: ( EAST OF FL.CCCL: _,ACO COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 1 /3 % (V , `, 3 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal):' t XS /63 OWNERS SIGNATURE: �J PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 0 DATE: ��'' Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/6 Floors: 2 Living Units: — 1 Adj Sq Footage: 4,251 Lot Size: 11,300 SQ FT Year Built: 1957 $50,000/ $353,464 REPLAT OF TR B MIAMI City, SHORES BAY PARK Legal ESTS PB 63 -17 LOT 4 Description: BLK 5 LOT SIZE 100.000 X 113 OR 9816-1715 OR 09816 -1715 0977 00 Year: 2009 2008 1330 NE 103 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 1330 NE 103 ST MIAMI Value: Value: Regional: $50,000/ $353,464 $50,000/ $353,061 County: $50,000/ $353,464 $50,000/ $353,061 City, $50,000/ $353,464 $50,000/ $353,061 School Board: $25,000/ 0378,464 $25,000/ $378,061 Folio No.: 11,- 3205- Q$Q -0Q40 Property: 1330 NE 103 ST Mailing CHARLES DEL VECCHIO Address: &W GAIL J $609,911 1330 NE 103 ST MIAMI 10,939$1,187,131 SHORES FL Assessed Value: 33138 -2624 Year: 2009 2008 Land Value: $461,776 0577,220 Building Value: $605,163 J $609,911 Market Value: 10,939$1,187,131 Assessed Value: $403,464 $403,061 '= 2009 2008 t5. d: $25 000 $25 000 Miami -Dade My Home My Home rniarnid /de. Show Me: Property Information Search By: ... ............................... Select Item - M Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison[ Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemptlon Information: Taxable Value Information: Sale Information: Sale Date: 19/1977 ^^ ACTIVE TDOL SELECT Aerial Photography - 2009 itetela My Home 1 Prouertv Informatlor 1 Proaertv Taxes 1 My Nelahborhood 1 Pronertv Anaralser !km] Using Our Site] Phone Directory] Prlvacv 1 Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. naME 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 6/15/2010 •••• • • ,Hf=?;7V' J ...........• BY 70``!'•,•3 DEPT BLDG .DEPT • SUBJEC."i:..,-0 GGMPI JAN CE••WITH ALL E- EUEAAL SEVE.A.N.[J.L;r� N a! 1 4ULES•AN .REGULATIONS - • • • • • _ k�L • • • • • • • • • • • • • • • • • • •••• • ••• • • • • • .. • • K /art • • • • • • • . • • • • • •• •• • • • •• •• • • • • • • • • • • • • •• • ••• • • • r • •• • • • • • • • • • . • • • • • • •• • •• • • . • .• • • •. •. • •..• • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • .••• .• •• ._ •• • •• • • • •• ••• • • !. . • . • O. ••• • 41,to. LiE\HA-1 or) • • • • - o m (x1 cn LOCATION MANUFACTURER PRODUCT NOA A CGI CASEMENT 08- 1010.02 B1, B2, B3 CGI CASEMENT 08- 1010.02 C1 ARMOR SCREEN ARMOR SCREEN 08- 1008.03 C2 ARMOR SCREEN ARMOR SCREEN _ 08- 1008.03 D CGI CASEMENT 08- 1010.02 E CGI FIXED 08- 1114.06 F CGI CASEMENT 08- 1010.02 G CGI SGD 08- 0304.05 H 1 -11, 13 -16, 18 -24 SMI FIXED 07- 0924.02 H12•••,. CGI SFD 09- 0723.04 H 1f••• : • ••pGI SFD 09- 0723.04 • H 25••.: • CGI SFD 09- 0723.04 " I ' ' : • tMI FIXED 07- 0924.02 _ J _ • _ • • • CGI -0723.04 SFD 09 ' :: • . • • • PGI CASEMENT 08- 1010.02 :fie L .. • •••• CGI CASEMENT 08- 1010.02 _ • M. • : o. ' • • • •CGI SGD 08- 0304.05 • N • - CGI CASEMENT 08- 1010.02 "' Q •••• CGI CASEMENT 08- 1010.02 •• Q•�� : "GGI CGI CASEMENT SFD 08- 1010.02 09- 0723.04 ••• • R CGI PROJECT OUT 08- 1010.03 S CGI SFD 09- 0723.04 T SABIC LEXAN 08- 0303.05 1 SMI FIXED 07- 0924.02 2 SMI FIXED 07- 0924.02 3 CGI FIXED 08- 1114.06 U CGI CASEMENT 08- 1010.02 • • •• • • •• • • • • •• ' • • • ••• • ••• • • • ••• LAYOUT MAP PRODUCT LOCATIONS ADDRESS: 1330 NE 103RD ST, MIAMI, FL ** *NOTE: Locations Q, S are CGI Single French Door Full Metal Aluminum Composite Panels. LEGEND: WINDOWS SH = SINGLE HUNG HR = HORIZONTAL ROLLING CS = CASEMENT PO = PROJECT OUT FX = FIXED DOORS SGD = SLIDING GLASS DOOR SFD = SINGLE FRENCH DOOR PFD = PAIR FRENCH DOOR •• • • • Daryle L. Osborn, P.E. Project Name: Charles del Vecchio Master Permit #: Product Information • • • • ••.. • .. • • OP 4, TyPe • • Notes: Windspe*d _'150 mph • Design�Standa 4 _ASCE — 7 — 05 • • • .... • • .. • Signature -PE #27428 ENGINEERING/ SERVICES, INC. "Serving The Florida Keys" Window Data Certificate Contractor: Date: 05 -25 -10 x Window x Door • • • • • .. Garage Door _ Other • • • • • • • Mai fncturer €G4, Armor Screen, SMI, Sabic Attachments: Comparative Analysis Oq • p f Product Control Approval CG= CGZ dg_l CCr : r - 190q. GGr : o - 1114. fie &A t : ort - c�ta�• - Address: 13301NIE103 St. Maimi. Fl. psl v( Date . 86801 Overseas Highway • Islamorada, FL 33036 • (305) 852 -0262 • Fax (305) 852 -2924 Building Information Job Information Wind Velocity (mph): 150 Importance Factor. 1.00 Exposure Category C Directionality Factor (kd): O gS Internal Pressure Coefficient '1-1-': 0.18 Mean Roof Height (ft): 20 Bing Werth (ft): 60 Building Length (ft): Roof Slope (x:12): 4 Width of End Zone (ft): 6 Calculations Type: WALL OPENINGS Job Number Company Name: Keys Engineering Date/I : A.S. l io AM Client Name: : C i el Vecchio Client Na Charles Del Vecchio Job Description: 1330 NE 103rd SL Mlemi, FL r tid1' k �' Opening M H• _ Opening Desc. U Location Zone Opening Elev.(ft) U Opening Width (in) Opening Height (in) Max + Pres. (psi) Max - Pres. (psi) I • A • • 11. Case$cegf • . 0 4 7 26 5 7 11 11 39.75 38 SQ 63 52.1 51.0 _56 5 -55 4 I • B l ... • C aseme nt ( 4 B2 • I +: x " 1 4 7 it 7 1 7 1 39.75 39.75 1 54 50.63 50.63 92 51.0 51.0 47.9 -55.4 1 -55.4 I -523 I • • B3 . • 1. Casement • • 1 1 4 !1• • Cl • IM . Armor:Stt�zee • 0 4 • • C2 , • • 41 : A rmor�5'lPf . 11 4 7 11 78 7 11 35.5 7 26 63 7 72 1S 36 1 1 1 1 15 it 36 15 11 36 15 11 36 14 0 36 20 () 36 19 Il 36 18 II 36 92 38 50.63 L 80 84 84 84 84 84 60 54 48 46.7 52.1 521 47.4 49.6 49.6 49.6 49.6 49.6 50.7 51.1 51.5 -51.1 1 -69.8 1 -56 5 1 -51.8 I -64.7 1 -54.0 I -54.0 I -54.0 1 -54.0 I -67.0 I -55.5 I -55.9 1 . • D - lr - Casement 11 5 L . F ■ .11. CaseAe�lt .. 11 � r1 4 G .•' f • • Hl _ Fiaei • 1 5 H2 • • 11• Fixed 1 1 4 H3 11 Fixed 11 4 114 11 Fixed 11 4 H5 11 Fixed (1 4 116 11 Fixed 11 5 117 11 Fixed 11 4 Hs II Fixed 11 4 H9 11 Famed it 4 17 11 36 16 () 36 15 Il 36 20 i 37.75 19 11 36 42 36 84 87 108 51.9 52.1 49.6 493 48.7 -56.4 1 -56.5 1 -54.0 I -53.7 1 -53.2 1 H10 11 Fixed 11 4 1111 it Fixed U 4 1112 II Single French Door11 4 1113 11 Fixed 11 4 H14 11 Fixed 11 5 19 0 36 16 11 36 10 11 36 108 30 108 48.7 52.1 48.7 -63.0 1 -56.5 1 -63.0 1 1115 0 Fixed 11 4 1116 11 Fixed 11 5 1117 0 Single French Door 11 4 7 11 37.75 9 11 36 84 24 49.4 52.1 -53.8 1 -56.5 1 1118 it wed 11 4 1119 it Fixed 11 4 10 11 36 7 11 36 108 84 48.7 49.6 -53.2 I -54.0 I H2O 0 Fixed 11 4 H21 11 Fixed 11 4 7 0 36 7 11 36 7 II 36 7 11 36 11 84 84 84 84 49.6 49.6 49.6 49.6 -54.0 I -54.0 I -54.0 1 -54.0 1 I 1122 0 Fixed 0 4 1123 11 Fixed 11 4 1124 11 Fixed 11 4 11 11 • ••• • •.. • • • ••• • • • •• • ••• • •• • •• • ••• FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Page 1 of 2 file: / /C:\Documents and Settings\asalazar\Desktop \Windows & Door Cal \Charles Del Vec... 5/28/2010 Opening Mark I Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (in) I Max + Pres. (psf) I Max - Pres. (psi) K I Casement 5 7 26.5 37 I 52.1 I -69.8 L I Casement 4 7 265 37 I 52.1 I -56.5 M I Sliding Glass Door 5 7 72 80 I 47.4 I -60.4 N I Casement 4 7 26.63 50.63 I 52.1 I -56.5 0 I Casement 4 7 37 50.63 I 51.2 I -55.6 P I Casement 4 7 37 50.63 I 51.2 I -55.6 Q I Single French Door 4 7 34.75 81.5 I 49.8 I -54.2 R I Project Out 4 7 19 38.5 I 52.1 I -56.5 S I Single French Door 4 7 39 80.75 I 49.5 -539 7" _ T 11 . o I 4 7 46.5 35 I 51.7 I -56.1 3 I Fixed 4 7 50.63 37 I 51.2 I -55.6 E I Fixed 4 7 60 16 I 52.1 I -56.5 I Fixed 5 7 36.25 113 I 48.4 I -62.4 1 • • . ed 4 7 36 70 I 50.2 I -54.6 • 2 • rite 1 4 7 26 84 I 50.4 I -549 • Fixed • 4 7 26.63 50.63 I 52.1 I -56.5 1125 ((fie French Door I I 5 11 7 11 35.5 11 84 11 49.6 11 II Single French Door J • • • • • • • • • • • •• • • • • • • • • • •• • • •• • •••• • • • • • • •• • •• • • •••••• • •• • • • • • • • • 5 7 30.75 82 I 50.2 Page 2 of 2 -64.8 -66.0 it file: / /CADncnmentc and Settings\aaala7ar\Desktnn \Windows &. Dnnr Cal\Charles Del Vec... 5/2R/2010 UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCATE. 4 :* '.: TEST RESULTS . • P SU : ... DESIGN VALUES PRESSURE REMARKS + - + - A ' , " "3' - 2' 1 re M •:' i.iiip: r • :1 Rc 5x.1 66.5 Dom 61 -584' 3 3 4 -2�'e ,' FC •. M • •. • . •••••.. Icy r �� 5 �. 55.4 or 82. - 3!--3X1 4 -.2, %' FC. it ) 4 0 (2 51_0 654 Ctc, 133 3' - 334° 4- ,2 , fc "1 )[ 0 IQ( 5/0 554. 6e4— o- Ci 41-64 7! 13/ As M f c7 go . 47.9 52.3 0v-. C• 41.-e/ 7► 8 A5 r! ltd 90 4. 7 6/./ D, .Z 1 11 112:N 31.2» FC E ? 1/0 C R 6 C9.8 * l -- F x' 4' -,2 X? PC M 11 0 1 2/( s• 2 . / 56.a Dc.. G 6,0/1 6 1_811 560 /`/ /c O / Q 474 S/ 8 . 0te..- Pi I 3t_ a'' `' _ � E c9(/ al/3 '49. 64.7 0,e.- X- (42 a 1 rx M u(,, c9l, 5 49 ,6 Ao, 04- k 3 7' -0" F5( 11 &, 3 &if 3 49,E 54,0 0(4- NAME 2k0 DI Lkcd * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMRA+Cf' : •: •: • COMPAFA'TIME ... ... .. MEAN ROOF HEIG = 4 vmet 5ereer UNIT # WIDTH ( f t ) LENGTH ( f t ) TYPE * LO *. :: . TESL' RESUfiT .: : 4FESUR ... DESIGN VALUES PRESSURE REMARKS + - + _ Hi 3 L 0 )t 99- On Fx r .... .' ., ..��.�.. . •64it't 48.7 (,3, dw-- 14/7 3t l.11 t 7 ED M •• • • .. /©0..... 49A 5 3. 43 ae, 1-1 I S 3 2'-0 Fs t4 86 7 7 81, 52.1 56.5 Ce< Mq g 41 9 /-0" 1-X M 8f, ?j 86 3 41s.7 55.2 - .H20 314 It-di Fx ti eh •J 01,? 49.6 54.0 H21 3 d' - "'-0" M E3 1, 3 ii ( 2 49,6 54 .0 at- 49= ,-d1 7'-D Fx M ei, : 8/, 49.6, 54.0 Pe- f2 3 3 ?'- 0" M 9t, 1, 0, 3 49 6 54.0 142 4 3Lon 71 d'' 'Fx M 06 81, 3 49.6 54.0 1-1,2S Z' 11/2 7' -- on n E /0 1/0 .4 9..6 C4.8 1- 21 6 44 6! Ia n FD E /DCO PO 60.1 p-- K 2 3I 1 E 1 10 f q 5z. 6 ?.S ace_ NAME 2J xrk Jei I/Q cd ,/ * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle LAM= 'WINDOW .: COMPAL L1!IV Y IS • WEAN ROOF HEIGHT .20 T )p- UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOGAF':'' *:b : :: TEgf 1 SpiiTS;': *PRESSURE :: DESIGN VALUES PRESSURE REMARKS + - + - 144 3 -o" - 7 , -o'' c M ... ::amp :::. .4r, 3 4°).(0 54.0 /4 5 -o 7 _0 Fx . .. . . ( %3 . . 3 49 ..6 '4.0 Ai 146 31 51_011 Fx E owl, / ? ,7 ( 7.0 0� 147 ' tit Co. 1=x r4 v/, 3 el, 3 5 t. l 55 S p A- 3 4' -d ‘6( M c. °�, 3 51.5 55 -,� g 3' -o" 31-6" Fit M 3/, ? q/, 9' S 1. 54..4 4.1)0 3_o" J--di F A M &,, 8(, 3 5Z.1 5.6.S & 4iI 3 -O 710 rx N 3/(3 8,4, 49.( 54.0 4IZ ,3' -I 7 L3" FD N f oo 170 49. 5 3. 7 04- tr113 31-0' 4 L r4 M 84? eI, 3 48.7 5 5,2 ex, * 014 3-©'' q' -0 F E ei, ek? 48.0 63.0 t! 1-110 & -t3' u . 9( a1, 3 8/, 51/ .56.5 C NAME 2t 0 t -Del 1/Q t© * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT VOIS COMPAI1A 'IViE is • "' ' ' ' ' 'MEAN ROOF HEIGHT 20 k UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOOT. :' ':* : :: TEST 1tSUJTS .PRESSURE :: DESIGN VALUES PRESSURE REMARKS + - + - L .°_ 2 / 2 11 3 , - °° Fc. M •:' :.J tr :': ii: .79 J 5 Z. i 565 -6- fri 6 °_. 0 '' � 1 -$ ri `5&D ....... E .. - .. / . 9 �, . ... ..No 47.4 6o.4 a 2LZ Ve;' 4i -25 - FC M /10 I ' 62.1 56.5 ac,- 0 3 -0 4 f 11 l l D Ms" 5(.4 65.' x p 31-1" 4' - -2 945 Fc M ) / d ) 9r 61.2. 5..c 2L10 %" 6' -`i vi FD M f On (LO 49.E) 54.2 a 11.7 0 3L2` /' Po m /10 11-0 52.1 56_5 5 39 -3 °° 6° -8 %'l FO M 100 l to 4 531 Ole-- '5 -ro %i 2 , a' L X M ii col I/O ( Nr ').7 i. z 56.1 55.E a,,s 4t 2 %" � E i 0 4 II- 4/1 FX / 10 )9-C 5Z,1 56.5 C /- T � .... v 91,...1) f>e E 9 63 3(, j 484 6a.4 fkA_. ' NAME e k# /es Pei gech io * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Rolle SGD = Sliding Glass Door * *E =End M = Middle Pc = aJec - l - Oca Le )(on T4CT WINDOW .: ':' COMPA .tA,' r 47' 4 IS; • • "' • • • • 'MEAN ROOF HEIGHT Ty p, UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOGNT. • ;*::•: • TEST S T ': • . : : DESIGN VALUES PRESSURE REMARKS 1 3 14 6110k, 01 •:• s.: 6 :1i :. •E . 50.2. 54. Z 211_24' - 7 1 6') F) m •• • • • a , • ••• • 3 5a 4 41.. Ote- U 2)-264:' 4 -2 5 /g" F'S M 6( 3 81,` 5°z. i 56.,6 d )6 ' NAME el) ©y les craI I�e cch 'o * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door **E =End M = Middle COMPAA NE AdQA L I S; ••• • •• • 'MEAN ROOF HEIGHT ! -A 6) /04 ��1 r 3 U BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction nptexials. The documentation submitted has been reviewed by Miami -Dade County Product Control Vixisibn ands .doped by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). .1 . NOA chap nit be valid after the expiration date stated below. The Miami Dade County Product Control Divi§foltCfit Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve Ilte. !fght to ha e li s product or material tested for quality assurance purposes. If this product or material tails fo perf onjp the accepted manner, the manufacturer will incur the expense of such testing and the AHJ litriPiamedietciai revoke, modify, or suspend the use of such product or material within their jurisdiction. BOAA reservos. iha right to revoke this acceptance, if it is determined by Miami Dade County Product Control Divisi®a that this product or material fails to meet the requirements of the applicable building code. liarolirtxtuct is glprpved as described herein, and has been designed to comply with the Florida Building cade,.rcluding the High Velocity Hurricane Zone. DCRIPTION: Series 238 Aluminum Project Out Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99 -04, titled " Series -238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 01/21/99 with revision E dated 09/22/08, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08- 1001.20 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buitdinacode NOA No. 08- 1010.03 Expiration Date: October 31, 2013 Approval Date: December 11, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W99 - 04, titled "Series -238 Alum Project Out Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 01 /21/99 with revision E dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS . " "• 1. T'gst report 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 : • • • • • • a igpg with marked -up drawings and installation diagram of aluminum casement, • • • • • • . � and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports • • • . • • • • • No!HTL- 0080-0301 -07, dated 09/21/07 for specimen A & B and HTL- 0080 -0905 . • • • • frn tlated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. . • : • ".2 • 'Zest report on: 1) Large Missile Impact Test, per PA 201 -94. • 2) Cyclic Wind Pressure Loading, per PA 203 -94. • • • • • . • • along with installation diagram of an aluminum project -out window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 08 - 2144 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL - 0080- 0303-96, dated 03/06/96 for specimen #1, 2, 3 & 4 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. ( Submitted under previous NOA# 01- 1019.03) 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL -1055 dated 10/18/94, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA# 01- 1019.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL 0080 0303 - 96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01-1019.03) E -1 1 Manse Product Control NOA No. 08- 1 I.03 Expiration Date: October 31, 2013 Approval Date: December 11, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of a alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL 0080 - 0303 - 96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06- 1010.01) E.... CALCULATIONS • . .1. • • Anchor verification calculations and structural analysis, complying with FBC -2004 • • : and2007, prepared by Al- Farooq Corporation, dated 09/18/08, signed and sealed by • • 'tipayoun Farooq, P.E. • • • • :•Complies with ASTM E1300 -02/04 •• . •••••• • • D • • •' QUA L ITY ASSURANCE • • 1. "Mali Dade Building Code Compliance Office (BCCO). . . • . • . .• • • E..... MATS CERTIFICATIONS '••••1. Notice of Acceptance No. 06 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated September 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated September 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL 0080 - 0301 - 07 and HTL- 0080 0905 - 07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice of Acceptance No. 08 1001.20, issued to CGI Windows & Doors for their • Series 238 Aluminum Project Out Window — L.M.I., approved on 11/20/08 and expiring on 10/31/09. E -2 Manu ^ P Product Control r NOA No. 08-03 Expiration Date: October 31, 2013 Approval Date: December 11, 2008 STEP-1 11:17—Z 10 _3 EXTERIOR IN STRUCTION= USE CHARTS AS FOLLOWS. DETERI E DEMON WAND LOAD REOUIREMENT RASED ON WIND VELOCITY. %DT. HEIGHT. WIND ZONE USING AP✓VJOASLE ASCE 7 STANDARD. SEE CHARTS OF ON MA SIZE/TYPE.0t DESIGN LOAD CAPACITY U30113 CHART ON SHEET 8 SELECT ANCHOR OPTION VIM DEMON TANG MORE THAN DESIGN LOAD SPEWED IN STEP 1 ABOVE. IF AUJVINUM BUTS( SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • ••• • • ••• • • •• •• • • • '•' • • • • • • • • •.• • • • • • • • • • • • • • • • • • • 2 1/2' AI a is •• •• 11 1(/ \I) • ii •/ 1 \ ii it II / / / �I \ \�ii %/ 1 I P ,/ 11 I II II . / W99 -04 GENERAL WINDOW SECTIONS FLANGE FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOGIC POINTS ALL SIZES • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • p • • • MAX. TIP. •• • •• • .l0IES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL DE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MAMAS INCLUDNG BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COW NTO o �7 FLORIDA A B CODE SECTION 2003.8.4. THE REQUIREMENTS 10' OR 1r SEE SHEET 8 FOR CAPACITY TYPICAI EVATION (FLANGE FRAME) SURFACE FALSE KUNTINS APPLIED FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.0A. THESE WINDOWS ARE RATED FOR L41105 MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. Engrg DR. HUTIAYOUN FARWG STALICILIDED FLA C / 18907 006 coved sheet 1 of 0 EXTERIOR GENERAL WINDOW SECTIONS EAU EG P'RAMtr. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SEES • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • •• • • • • • • • •• t - 1/2" • • •• • • • • • • , • T „ • L OPtt. • • • • • • • • • • • - S 1 /2" • • d IA TIP. HEAD/SILL CORNERS • • • • • • • • •• • \ • ii 44/ II II\ n II II , \ u == II/ 11 i%i 11 \■i 11 ././ II / II jj 11 11 14 1/2' MAX. W1Ntlow 1MDTH • • VENT WIDTH 10" OR 17" FOR CAPACITY TYPICAL ELEVATION (EOUAL LEO FRAME) EP uU SURFACE APPLES —FALSE MATINS OPTIONAL Ems: 06. HUMA &I FA STRUC�TUR PRODUCT MINIM W r 1112 mai RA. PE 3 1 1 =z� 1 drawing ne. W99 -04 sheet • of 7 1108 PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIES/REMARES 1 C01-373 4 FIANCE FRAME 606348 (MEX OR EQUIV. IA 001-3137 4 EQUAL LEG FRAME 8063-76 MALE% OR EOM 2 C01-375 4 VENT (5/18 LAW MASS) 6053-T6 NUM OR EQUIV. 28 02-331 4 VENT (INSUL. WA. GLASS) 6083-78 MAW( OR EQUIV. 2C 001-385 4 VENT (7/16' LAN. MASS) 6083-78 MIX OR ECON. 3 001-378 4 CM MAUD BEAD 6083-18 MEAUX OR EQUAL SA C01-396 4 SWAM CIMINO BEAD 6063-15 INDALEX 02 EQUIV. 4 - 4 MO THICX CORNER KEY ALUMINUM - a - 8 .060 12102 CORNER KEY SE STEEL ■ 6 AP-428 AS REED. FRAME WEATNERSISPPING - swum. ARIUS 7 0200 X190 AS REC. vox WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 SAR HINGE. AT JAM135 STEEL TRUTH, ATTACHED 111/ (6) #8 X s/s• ss SIES 9 24-13-00-202 2/ VENT FADE MOUNT LOCK STEEL TRUTH, ATTACHEA VT/ (2) 18 X 3/8' SUS SA - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .11019102 1.0010 KEEPER, AT PO4260 46218 FACING LOCK STEEL COL ATTACHES! 2,/ (2) 110 X 3/8' SS TIMS 11 - 2/ CORNER FROM AND VENT ASSEMBLY WRVS - 110 X 1-1/4' SS SMS • • • • • • • • • • • • • • • 8 • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALL FRAME ANTI VW CORMS 10 08 SEALED WITH OE SILPRUF OR MTN. FRAME 5.625 2.625 CORNER KEY .060 THICK ST. STEEL .6E5 • .768 • • • • • • • • • • • • • • • • •• • • • • ••I CORNER KEY • • • • • • • • • .062 THICK ALUMINUM • • • • FrNt • • E P POF • • • EQUAL LEO FRAME Emir: OR. KUMAYOUN MOOS STRUCTURES 2.4. PE # 1_0557 C.A.N. M35 VENT (5/18" LAN. GLASS) VENT (INSUL LAM. GLASS) VENT 7/18* LAM. GLASS) .617 GI - 375; OGEE GLAZING STOP .617 C01-396: SQUARE GLAZING STOP PRODUCT KNEED 094/NA *Dm with 1712 Map GMEEnz Cob AsE.A4s4ca No (sheet 2 of 7J • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • .•. 5/10 NOMINAL GLASS TYPE 1' 3/16' HEAT STREN'D GLASS + r 085 SAFLEI( 1.43 BY 'SOLUTIA' 060 AAFF1LEEj�(I RS BY ' , • • INTERBAYERS L .075 VANCEVA STORMGIASS 91' 'SOLUTIA' MTERLAYERS -L V ^ 4gCCVA STORy y{s�urw' • • • • L. .080 g�RYINAB PLUS BY 'DUPONT' IIIIII S�I�TRY04 PLUS DI+pO • • • • • • 3/16' HILT 40 MASS • • • • • • • • • ••• y t E �•• • SILICONE OPTIONAL � ALL MASS 11PES DOW ANN. GLASS 3/16' ANN. GLASS SELICDNE � 8 PERFORMANCE VALVES OF IMPACT RE10STANT WINDOWS No SHUTTERS REWIRED REFER TO SHEETS 6 119,1 7 FOR 619TAUA1I0N 0EMS WINDOW 0818. WIDTH 24' 30' 38' 42' HOW 24 28 30' 36' 43' 48" 54" 80' 88' 72' 78 84' 24' 28" 38' 36 42' 48' 84' 60° 66° 72' 75' 24' 26• 30' 38' 42' 48' 54' 80' 24' 28' 30' 38" 42' 48 54 GLASS TOM '2' 00A89 TYPE '8' GLASS TYPE '8' 86.3 110.0' 1208 110.0 77.7 110.0 _ 120.0 110.0 80.8 119.0 - 1204 110.0 48.0 110.0- -120. 110.0 110.0 / 1200 ENT. ( +) 110.0 110.0 110.0 110.0 08.1 170.0" 120.0 110.0 1NT. (-) EIS' ( +)_ 1NT- (4) 00. ( +) 1NT. ( -) 190.0 110.0 X 198.0 110.0 195.0 110.0 "198.0 110.0 194.3 110.0 -, 1Q5.0 110.0 181.9 110.0` 195.0 110.0 110.0 110.0 107.9 1104 900 1100 95.4 110,9/ ; 95.0 110.0 107.0 95.4 73.4 58.1 43.8 34.9 110.0 110.0 110.0 110.0 110.0 97.1 88.3 77.7 60.6 46.0 110.0 110.0 110.0 107.9 92.8 80.9 71.9 64.8 110.0 110.0 110.0 820 79.3 69.4 81.7 136.8 1)0.0: 195.0 110.0 121.4 1850.0 195.0 110.0 73.4 110.0 - '120.0 110.0 43.8 110.0 1'10.0 110.0 34.9 110.0 -- -.1 i0 110.0 184.3 110.0 1 115.0 110.0 188.5 110.5 - 998.0 110.0 185,4 110.9 9 '-196 -0 0 110 129.5 110.4 198:0 110.0 111.0 110.0 110.0 97.1 110.0 - 190.4 110.0 81.7 110.0 120.0 110.0 195.0 1954 198.0 198.0 195.0 195.0 195.0 120.0 120.0 120.0 120.0 120.0 195.0 195.0 198.0 195,0 195.0 120.0 120.0 120.0 120.0 120.0 181.9 110 190.0 110.0 138.8 110.0 188.0 110.0 128.5 11 .8,0 196.0 110.0 107.9 110.0 - 19&0 110.0 195.0 1954 195.0 198.0 920 110.0 1200 110.0 50.9 110.0 .- 120.0 - 110.0 719 1y0:0 126.0 110.0 649 110 .0 120.0 110.0 120.0 120.0 120.0 120.0 138.8 1110.0 190 110.0 118.8 110.0 -- - -. 199.0 110.0 198.0 195.0 111.0 110.0 , " 195.0 110.0 92.5 110. X120.0 110.0 79.3 110. 120.0 110.0 NA 110.0 120.0 110.0 198.0 120.0 120.0 120.0 120.0 7/16 NOMINAL GLASS TYPE '6' NOTE: LOAD /AREA UNITS FOR +110.0, -120.0 PSF = 18.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. • • • • • PERFORMANCE VALVES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO 9601S 5 T9RJ 7 FOR INSTNUIY4 06TAO.S 1101D0W 0098. 1900TH 48 04' 80' 86' 72' 78" 84" 60969 24' 28" 30' 38 42' 48' 24" 28' 30' 38' 42' 24' 28' 30 38' 24' 28' 30' 24' 2B 30' 24' 28' 30' 24' 28 01685 TYPE '2' F7ff. ( +) 110.0 104.1 97.1 80.9 69.4 60.7 107.9 92.8 88.3 71.9 61.7 95.4 83.3 77.7 54.8 73.4 64.2 60.6 58.1 48.9 48.0 43.8 38.1 34.6 181. ( - ) 121.4 104.1 97.1 80.9 69.4 80.7 107.9 92.5 88.3 71.9 61.7 95.4 83.3 77.7 84.8 73.4 64.2 60.8 58.1 48.9 48.0 43.8 38.1 34.9 MASS TYPE '8' EXT. ( +) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1NT. ( -) 190.0 195.0 195.0 120.0 130.0 120.0 196.0 120.0 120.0 120.0 120.0 195.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 0L6S TYPE '8' EfR. ( +) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1NT. ( -) 198.0 120.0 120.0 120.0 120.0 120.0 195.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 130.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 • • • • • • • • • • • •• • ••••• PERFORMANCE VALVES OF REPAST RESISTANT WINDOWS NO SHUTTERS REM 10 SHEETS 5 1HRU 7 FOR 0181 U4110N OETA8 WW009 0118. 910114 19 -1/8' 26 -1/2 37' 42' 53 -1/8' HOW 26' 38 -3/8' 80 -0/8' 83' 74 -1/4' 26' 38 -3/8 80 -8/8° 63' 74 -1/4' 26' 38 -3/8' 50 -8/6' 83" 26" 38 -3/8' 50-5/8 26' 38 - 3/8° 01.085 TYPE EXT. (4.) 110.0 110.0 110.0 104.2 83.0 110.0 110.0 104.3 77.9 48.8 110.0 98.5 74.7 60.0 110.0 88.8 889 101.3 88.8 1NT. (-) 195.0 180.6 144.5 104.2 63.0 195.0 137.5 104.3 77.9 48.6 145.4 999 74.7 80.0 128.1 88.8 65.8 101.3 68.5 TEAM TYPE '8' EXr. ( +) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 110.0 1NT. ( -) 195.0 105.0 198.0 195.0 195.0 195.0 195.0 195.0 120.0 120.0 195.0 194.8 120.0 120.0 195.0 120.0 120.0 198.0 120.0 01.189 TYPE '8' IXT. ( +) 110.0 110.0 110.0 110.0 110.0 1100 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 INT. ( -) 195.0 198.0 188.0 195.0 120.0 198.0 195.0 185.0 120.0 120.0 185.0 120.0 120.0 120.0 195.0 120.0 120.0 120.0 120.0 NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 En r NUAYOUN FNi000 STRUCTU FL A. PE 6 16057 CAN. 3035 6 fo‘uf Pi 4d $ !o 1 drawing no. W99 -04 (sheet 3 o1 7 1/8 TEMP. CLASS AIR SPACE 1/8 ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' .090 SAPID NS BY 'SOLUTIA' INTERLAYERS -f- .078 VANCEVA STORMOIA'SS BY 'SOLUTA' .090 SENTRYGLAS PLUS 8Y 'OUPoti 1/8' ANN. GLASS SILICONE GE -1 � � PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS ROMEO REFER 70 BEETS D 70491 7 410 11481.101101V DETALD WDIDOW DIMS. WIDTH 24" 30" 36' 42" NEJOHT 24 . 28° 30' 38 42' 48' 84' 80 86' 72" 78' 84 24' 28' 30" 38" 42" 48" 54' 80' 88 72" 78' 24" 28' 30' 38' 42' 48" 54' 60' 24' 29' 30' 38' 42' 48 84" 01ASS TYPE '2A' EXT. ( +) 110.0 110.0 110.0 110.0 110.0 110.0 107.9 95.4 73.4 88.1 436 34.5 110.0 110.0 110,0 110.0 110.0 97.1 86.3 77.7 80.8 46.0 110.0 110.0 110.0 107.9 926 806 71.9 64.8 110.0 110.0 110.0 92.5 79.3 69.4 61.7 1147. ( -) 193.0 193.0 194.3 181.9 138.8 121.4 107.9 95.4 73.4 58.1 436 34.9 194.3 188.5 188.4 1296 111.0 97.1 885. 77.7 60.6 48.0 181.9 138.8 129.5 107.9 926 80,9 716 64.8 138.8 118.9 111.0 925 79.3 69.4 61.7 OL493 TYPE '8A' 0(1. ( +) 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.3 85.4 68.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 89.8 110.0 110.0 110.0 110.0 110,0 110.0 110.0 1 10.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 NT. ( -) 195.0 195.0 198.0 185.0 195.0 198.0 195.0 120.0 120.0 109.3 88.4 68.0 198.0 195.0 195.0 195.0 195.0 120.0 120.0 120.0 118.2 896 198.0 195.0 1886 195.0 120.0 120.0 120.0 120.0 195.0 195.0 195.0 120.0 120.0 120.0 120.0 GIASS TYPE '3A' 1/8' TEMP, GLASS AIR SPACE 1/8' TEMP. GLASS • • • • • • • • 090 SAFLEX NS BY 'SOLUTIA' • 0 • • • • • • • INTERIAYE95 .075 VANCEVA STORMOU6SS BY 'SOLIVA • • • • • .090 SENTR''OLAS PLUS 8Y 'UPONl' • • • • • • • GL 1/8' TEMP. • • • • OPTIONAL SILICONE ALL GLASS TYPES GE -1200 DOW 995 DOW 899 8/4" INSULATED PERFORMANCE VALUES OF WADE RESISTANT WINDOWS KO 61NTIER4 REOUQi 0 REFER TO SEEM 6 T1991 7 FOR E STALLATWO DIMS WINDOW WIDTH 48' 04' 60 66' 72' 78' 84" DIME. HEIGHT 24" 28' 30' 38' 42' 48' 24' 28" 30' 38' 42' 24' 28' 30" 38 24' 28' 30' 24' 28' 30' 24' 28' 24" GLASS TYPE '24' EXT. ( +) INT. ( -) 110.0 121.4 104A 97.1 80.9 89.4 80.7 107.9 928 88.3 71.9 81.7 85.4 83.3 77.7 84.8 73.4 841 606 58.1 48.9 48.0 436 38.1 34.9 104.1 97.1 80.9 88.4 80.7 107.9 926 88.3 71.9 61.7 95.4 83.3 77.7 64.8 73.4 64.2 60.6 58.1 48.9 48.0 43.9 38.1 34.9 OIAS TYPE '6A' EXT. CO INT. ( -) 110.0 195.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.3 95.3 89.8 85.4 74.3 88.0 120.0 120.0 120.0 120.0 118.4 195.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1181 109.3 95,3 89.8 85.4 74.3 88.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF 18.34 SQ. FT. +110.0, -195.0 PSF 10.00 SQ. FT. • • ••• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .•. • • • ••• • • • • • •••• • •• • ••• • • • • • • •• • • • • •• • • • • • • • • • • • • • ••• PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 5141111®19 REWIRED REFER TO SHEETS 9 71401 7 FOR 97$MLIA11Ctl 0E1944 WINDOW DOM. WIDTH 19 -1/8' 28 -1/2' 37 42' 83 - 1/8' HEIGHT 26" 38 -3/8" 80 -5/8' 63 74 -1/4' 28" 38 -3/5' 50 -8/8' 63" 74 -1/4 26' 38 -3/8' 50 -5/8' 63' 28" 38 -3/8' 50 - 8/8' 28' 38 -3/8' GLASS TYPE '24' EXT. ( +) 110.0 110.0 110.0 104.2 63.0 110,0 110.0 104.3 77.9 468 1 986 74.7 80.0 110.0 88.8 65.8 101.3 88.8 1NT. ( -) 195.0 190.8 144.8 104,2 83.0 193.0 137.8 104.3 77.9 48.8 148.4 98.5 74,7 60.0 128.1 86.8 65.8 101.3 68.6 0LAS8 TYPE 'SA' EXT. ( +) 110.0 110.0 110.0 110.0 1 10. 0 110.0 110.0 110.0 11 90.9 110.0 110.0 110.0 110.0 110,0 110.0 110.0 110.0 110.0 1147. ( -) 195.0 195.0 195,0 195.0 120.0 198.0 195.0 195.0 120.0 90.9 195.0 120.0 120.0 117.0 198.0 120.0 120.0 120.0 120.0 •• • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SEALANT INSTAL IATION TYPE '1' INSTALLATION TYPE '3' MEAL ANCHORS SEE ELDV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION WPM. INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SUCK INSTALLATION BY OTHERS TYPIQAI INSTAI I ATION DETAIL ON ALL FOUR SIDES /USING W90Q WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TNSTALLATION CONDITIONS FLANGE FRAME (APgES TO ALL FOUR SIDES WOOD BUCK TfPE '1' ilagnALa PRESSURE TREATED 3/8' WOOD BUCK TYPE '3' gaIAL: PRESSURE TREATED AUDI C}NNN& 3/4• x 1' x a /4• x 1/S' 2 -1/2• LONG AT ANCHOR LOCATIONS SEALANT SEALANT FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6. • • • • • • • •• • • • • TYPICAL ANCHORS • • • SEE ELEV. FOR SPASING • SEE SHEET 6 FOR DESCRIPTION 1• AIpV 2 -1/2' NIN. INSTALLATION TYPE a 4 /ALT. ANCHOR LOCATION WITH SHEAR CUP TYPICAL INSTAL 1 ATION DETAIL ON ALL FOUR SIDES /USING WOOQ TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION SUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • WOOD BUCK TYPF '2' ME MEL: PRESSURE TREATED x 2 1/8' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MORAL: PRESSURE TREATED • •• • • • • • • •• • • • •• • • • •• • Engr: DR. SUWO N FAACOG RA. 1 D.A.N. X9 P TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION /ATTACHMENT TQ METAL STRUCTURES TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TQ APPROVED MULLIONS MDUCT REVISED mwapb![sp•IIAth• ZWIRDSC619 Dam+ :.441 16 3 1 drawing no. W99 -04 [sheet 5 of 7 INSTALLATION TYPE '1' oC TYPICAI INSTALLATION DETAIL ON AI I FOUR SIDES /USING WOOQ INSTALLATION CONDITIONS EQUAL LEG FRAME (. - PLIES TO ALL FOUR SIDES TYPICAL • ELEV. FOR ANCHORS SE SHEET 8 FOR DESCRPRON < < SLICK NSTALUTION BY OTHERS TYPICAL INSTAI I ATION DETAJJ,, ON ALL FOUR SIDES/USING WOO WOOD BUCKS NOT BY COI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WOOD BUCK TYPE '1' Me l; PRESSURE TREATED 1 3/8' INSTALLATION TYPE '3' WOOD BUCK TYPE '3' 1dA'IFBIAL: PRESSURE TREATED FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 • • • • • • • • • • •i • • • • • • • • • • • • • • • • ••• • INSTALLATION TYPE '9' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ 1' MIN. INSTALLATION TYPE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •• 1 • • • • 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ • • ••• • • • ••• • • •• • • • •• •• • • • • • • • • • • • • • a ••• • • • • • • • • • • • • • ••• • • • • ••• • 2 1 /B' MIN. WOOD RUCK TYPE '2' IdAtSBIBLs PRESSURE TREATED ••• WOOD BUCK TYPE '4' Jam: PRESSURE TREATED • • • 2 7/8' • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • • TYPICAL ANCHORS • SEE ELEV. FOR SPACING 008 ATTACHMENT TQ METAL STRUCTURE$ TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR OPTION ATTACHMENT TO APPROVED MWIION$ •! ;r ! &' i;.lelKl , l� PRODUCT REVISED cam** v492 016188188 Sulam Cato PIG drow no. W99-04 (sheet 5.1of 7 ) PERFORMANCE VALUS33 OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETA213 PERFORMANCE VALUES OF INSTALLATION ANC 03 REFER TO SHEET 6 FOR DETAILS ANCHORS REFER TO SHEET 5 FOR DETAILS V ` i , ANCHORS 2/0 SOO CLIP ANCHORS ATTE SWAB f2dP 9100O1 DO9 emus w/o men CLIP ANCR09I 1'8 87lF�1R d]P • • • • • 7r m5. r 3NC8088 o20 envoi gm mamas 11211 EOM cue O.C. •R•( -) AT 10 0.0. DR.( +) /Mt.(-) AT 17' IXf.( +)N' •) AT le' 0;:. 0R.( +„4MA -) • AT 1•' 0.01 AT1110'e.C. AT 17" 0.C. AT 12 9L69'L96(806) XYA O•i99•SC90C)"in 6LTEE YORIOli %W IN N 3Atl L8 'MS 9E$C 11 JOIld 9 9939619938 NOLLV*IO411100 boot11/J - • 9007 HEK •9D1H "IE00R Flll.( +)/64t( ocr.( )/I1r.(-) 00.( +)/TNT.(-) FM.( +) 24" N MI n f Vs hhhhh " ilia • • •• •g 771.4 19 -1/8' 38-3/8" 50 -5 /8' 83• • 160.0 0 a 0 8 g 0 a r 8 133.3 11 4.3 • • 100.0 • • • - • 1 / 4 � 11•• • • ) -132' • 9' • ,38k/8• '.81-5/8; 53' 74 -1/4' • 199.5 • 195.0 195.0 18 0 0 195.0 142.2 198.0 • • 19.0 x95.0 181.3 195.0 171.4 c o 121.2 113.8 182.9 ••• 170.7 • 190.,y • • • 195.0 137.4 17 180.0 155.3 194.1 110.4 13 133.3 94.8 142.2 131.7 164.7 927 11 114.3 81.3 121.9 28" 38-3 80-8/8' 83" 195.0 195.0 143.7 19 er , n h h $ 180.0 198.0 128.0 192.0 138.9 182.8 97.4 nen a0 195.0 195.0 195.0 198.0 154.3 198.0 109.7 1844 103.8 138.4 734 91 195.0 195.0 1952 195.0 144.0 195.0 102.4 183.8 83.4 111.2 89.3 79.1 .--� SERIES -238 ALUM PROJECT Our WINDO!,fI 7 '. cci WINDOWS & DOORS 10100 N.W. 25TH STREET MWMK, FL 33172 1E3.. (305) 593-6590 FAX. (305) 593-6592 195.0 195.0 195.0 195.0 120.0 180.0 85.3 120.0 83-1 8 . / 26' 38-3/8' 187.7 105.0 133.4 19 195.0 195.0 182.9 105.0 86' 24' 28" 30' 195.0 195.0 145.5 105.0 127.1 190.7 90.4 13 195.0 195.0 158.7 195.0 175.3 195.0 124.7 174. TYPICAL ANCHORS; SEE MEV. FOR SPACINO 192.9 195.0 137.1 171.4 1835 195.0 118.4 102.9 171.4 195,0 121.9 152.4 72' 24' 28' 30' 187.5 195.0 1323 186.7 154.3 192.9 109.7 137.1 180.7 1920 114.3 180.0 140.3 175.3 99.7 124.7 150.0 195.0 108.7 149.3 1220 180.7 91.4 114.3 78' 24' 28' 30" 173.1 195.0 123.1 195.0 1/4" DIA. KWIK - CON 0 BY 'HILTY (Fu.183 4SI, Fy.157 IPA 118.7 148.4 84.4 108.5 148.4 195.0 105.5 188.9 110.2 137.9 78.4 98.0 138.5 195.0 982 157.8 1/4' DIA. ULTRACON BY 'ELM' (Fu BQI, F'•155 490 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 MIN. PENETRATION INTO WOOD 30 24' 28' 95' 72' 78' lthhhhhVehhh 195,0 195.0 195.0 195.0 84' 24' 28' 192.9 1920 1371 190.0 180.0 195.0 195.0 798.0 195.3 195.0 1175 175.2 195.0 195,0 195.0 195.0 - 3/8 ° 198.0 195.0 195.0 195.0 THEW./ BY SUCKS INT� CONC. OR MASONRY 195.0 195.0 182.9 1529 L 6- 1 -1/4° MIN. EMBED INTO 105.0 195'0 160.0 160.0 DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 41 SMS OR SELF DRIWNO SCREWS (GRADE 2 OM INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. 1 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 38 KM MIN.) 195.0 195.0 1422 142.2 180.0 180.0 128.0 128.0 '- 4,90g VII 9311 /MS Vad 11:18 Start il 1 9 4 7825 183.8 118.4 116.4 ppp p n - 150.0 150.0 1027 108.7 138.5 1384 95.8 98.5 35' err Illehhhhhh 1920 195.0 195.0 195.0 195.0 195.0 1920 195.0 p ALUMINUM : 1/8 THK. MIN. (8083 -T5 MIN.) 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1950 195.0 195.0 195.0 198.0 195.0 177.8 188.0 112..1.14.1 ,� TYPICAL FT1OF DISTANT INTO CONCRETE AND MASONRY m 2 -1/2 MIN. INTO WOOD STRUCTURE ®i' MIN. INTO METAL STRUCTURE a 3/4" MIN. N MI CONCRETE T 5 0 PSI N. MASONRY f m • 1900 PSI MIN 7960 19.00 1524 182.9 1874 1954 133.3 160.0 168.7 195.0 118.5 142.2 "• I 4O� 901;t10 VEFIrre0 150.0 180.0 105.7 1280 � -� I i - + - ( M 192.9 196.0 737.1 152.8 W 165.3 195.9 t 774 158.7 gg T ` o g - 154.3 195.0 109.7 745.3 128.8 171.4 91.4 121.9 110.2 14842' 4 78.4 1044 - tl Emirs DR. HUMAYOUN � FAYi000 IA PE 1 7 CwN.7D58 118 pB N111Ua l 27$1✓9fi31D •x 1 3 ° v' wiaFa0442 9 "''s2Co A=.«!.:.. 0. %• • is • I,1q /// $ ' M1* ;tr; : Faumm2t .- 4 , 96.4 128.8 626 91.4 NORP4 X 6O/11 8WP ICM ANOY11•i W ITH 8 1I04AR CLIP 85.7 114.3 51.0 81.3 drawing no. W99 -04 (sheet Got 7 ) • • ••• • • • ••• •• •• • $ • •• •• • • • • • • • • • • • • • • • • PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS UMW DD01. 1/4° ANCHORS INTO MASONRY WINDOW DBDI. 1/4' ANCHO98 INTO MASONRY 1/4' ANCHORS INTO ROOD WIDTH 440100T EXT.(0/9 WIDTH MOW EX T•( - ) r.( .( -) 24' I hi4WVVkIlVk'm'x 185.0 19&0 'kkk4% 195.0 178.0 195.0 195.0 160.3 190.9 195.0 185.0 177.8 140.8 195.0 19&0 148.0 117.3 195.0 185.0 128.9 100.8 198.0 1700 111.0 800 165.0 158.4 kkkk� 195.0 158.4 177.8 140.8 189.1 134.1 181.8 128.0 157.9 125.2 148.0 1 7' 131.8 104.3 130.8 11Z3 112.8 89.4 128.9 100.8 kkkk 177.8 140.8 ze k%%kb%k§%kV 195.0 MO 182.2 120.7 195.0 19&0 142.1 113.8 188.0 1800 118.4 93.9 195.0 1 95.0 88' 24' 28' 30' 195.0 180.0 195.0 1724 173.0 137.1 190.3 100.9 181.5 1200 189.1 134.1 72' kk% 185.0 146.7 152.2 120.7 158.8 125.7 138.4 109.7 148.0 117.3 128.9 100.8 78' '41.k 1709 135.4 117.1 924 148.4 116.0 100.7 88.2 138.0 108.3 30' kkkV%%»l■¥■ 195.0 1: �• 24' 28' 190.3 150.9 195.0 11 103.1 129.3 195.0 195.0 19 - 1/8' 28' 38 -3/8' 80 - 5/8' 83' 74-4/4" 1900 185.0 199.0 185.0 195.0 195.0 195.0 1615.0 195.0 105.0 198.0 178.0 185.0 108.3 195.0 158.4 1 80.1 142.8 1779 141.8 28 -1/2' kk k 90,1 198E 195.0 1819 128.0 195.0 195.0 148.0 117.3 190.8 151.1 138.8 108.3 183.2 121.4 3e• laVk%%ks 185.0 195.0 130.0 103.0 198.0 195.0 37' k \§a 195.0 158.1 195.0 195.0 135.1 107.1 168.0 195.0 102.4 61.2 195.0 187.8 82.3 85.2 185.0 148.7 53 -1 28' 38 - 3/8' 185.2 146.8 184.4 130.4 128.4 994 148.0 117.3 42' k ■11kV�f 190.3 180.8 183.1 129.3 152.2 120.7 126.9 1009 400.7 00.2 95.1 75.4 84.8 87.0 NOM ALUM BUCK ANCHORS TO RE INTO CONCRETE AT HEAD & SRL MAY BE INTO FILED CHU AT JAMBS. INSTALLATION TYPE '8' WHO MASONRY • • ••• • • • ••• •• •• • • • • •• • • • • • • _• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ALUMINUM. ESTJQJ FRAVIN( .1ETALI • REFER USE LOW YAWL • w •� • • • • • • • • • • • • • • • • • • • • • • • • • r, ••• • ••• • •• • • • •• ••• •• • • • • • • • • #14 SMS AT 8' FROM ENDS 24' 0.C. MAX. AT JAMBS 17' 0.C. MAX. AT HEAD/SILL Ai/4' DU. KWIK- CON/ULTRA00N 1 -3 /B' NM. CONC. EMBED AT 6' FROM ENDS AND 24' 0.C. MAX. AT JAMBE 17' 0.C. MAX. AT HEAD/SILL .845 .903 065 ALUMINUM 9U K OPTIONAL COVER 6083 -18 6063 -79 1.125 TYPICAL INSTALLATION DETAIL • INSTALLATION TYPE '8' 2BY WOOD BUCK OR WOOD STRUCTURES PE ��1�r STRUCTURES FLA. pp A.N. 38 ' �38 ? 26 #14 5118 AT 8' FROM MIS 24' O.C. MAX. AT JAMBS 17' 0.C. MAX. AT BEAD/SILL #14 SUS 1 -1/2' MIN. WOOD EMBED AT 6' FROM ENDS AND 24' 0.0. 1401. AT JAMBS 17' 0.C. MAX. AT HEAD /SILL z Oi V 1 I y 3 a f, g ;le Zz � F� drawing no. W99 -04 sheet 7 of 7 COUNTY MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.gov/buildinEcode Pfig NAA is being issued under the applicable rules and regulations governing the use of construction nfalMals. The documentation submitted has been reviewed by Miami - Dade County Product Control Dirisic�n and by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas v4ipte Mowed by the Authority Having Jurisdiction (AHJ). T his NOA shall scat be valid after the expiration date stated below. The Miami -Dade County Product Coiitnol Divi ieaki Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theeright to b product or material tested for quality assurance purposes. If this product or material fails tt perfordl1t1'the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mad immedia ti modify, or suspend the use of such product or material within their jurisdiction. OKA•reser ees the right to revoke this acceptance, if it is determined by Miami Dade County Product C20 Divislo dult this product or material fails to meet the requirements of the applicable building code. iSbduct is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 238 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1,1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08- 0915.05 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. 08- 1010.02 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMLTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 - 100, titled "Series -238 Aluminum Casement Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B: ••.•TESTS .. • • � • 1fest report 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • • • • .: • , clang with marked -up drawings and installation diagram of aluminum casement, I*ject -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports • .o 1ITL- 0080 - 0301 -07, dated 09/21/07 for specimen A & B and HTL 0080 - 0905 - • . • • • . • • • . 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. • ••• .2. ' festieport on: 1) Large Missile Impact Test, per PA 201 -94. • • •••• 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 08 - 2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 07 - 4298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL - 1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA# 01 1002.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL 0080 - 0303 - 96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1002.03) E -1 Manue Per Product Control NOA No. 0 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project-out windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. • • • • (For reference only). (Submitted under previous NOA# 06- 0829.04) • • • • C.• • • • •.ALC17LATIONS • • ' • f. itinc verification calculations and structural analysis, complying with FBC -2004 • • • • • aud••007, prepared by Al- Farooq Corporation, dated 08/23/08, signed and sealed by • • • ' • • •Hummayoun Farooq, P.E. . "• o .Cosh lies with ASTM E1300 -02/04 • • • D. .QUAL =ASSURANCE • • ' •: • • :Mini Dade Building Code Compliance Office (BCCO). • •••• • • • • E. ' • "MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01 /03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0080 - 0301 -07 and HTL- 0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice. of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. E -2 Mann Product Control E NOA No. 08- Expiration Date: October 26, 2013 Approval Date: December 11, 2008 .SIEPA SHE4 .S$ INSTRUCTIONS: USE CHARTS AS FOLLOWS. GENERAT. WINDOW SECTIONe F T.8 NGE MAW?: STEP 1 DETERMINE DESIGN WIND LOAD REDINEMIBIT BASED ON BIND VELOCITY, BLDG. HEIGHT, WIND ZONE UMW APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SLEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED OASS SIZE/IYPE. USING CHART ON SHEET • SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM SUCK MIEN IS USED USE CART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST YALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. CAM 2 OCK POINTS • • • ALL SIZES • • ••• • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • 4 ••• • • • • • • ••• • • • • • 10 iwwe 11 II \ 9 ■ 0 24' MAX. TYP. AT HEAD/SILL HEAD CORNERS • •• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • MAXIM MULTI POINT LOCK BY TRUTH' ALT. TO CAM LOCALS MAX WOW. HECHT 42* 83' 84' LOCK POINTS 2 3 4 THIS PRODUCT HAS BEEN DESIGNED AND 1talwU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003ME4. THE REQUIREMENTS • • •• •• • • • • • • • • • ••• • • • • • -• WINDOW WIDTH TYPICAL FI FVATION (FLANGE FRAME) 8' MAX. TIP. FOR MUWON /MULTIPLE UNITS, REFER TO SEPARATE CGI MUWON N.O.A. - t0 s is 111 SURFACE APPLIED FALSE THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8 sheet Tot 7 g Wi 1 I"' 1 9 d 9 B 1 drawing no. W98 -100 • • • • • • ••• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • AADMPACT WOWS ONLY GENERAL WINDOW SECTION$ EQUAL LEG FRAME WMDOW W@TH WINDOW WIDTH EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 2 1/2• •• • • • • •• • • ir maw ii •... • ,�I /, II Z _K__ • • 4j Ii i v TMt y I I 11 ; N. 0 • •• • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS 24 MAX TYP. AT HEAD/SILL drawing no. W98 -100 (sheet 1.10f 7) • • •.• • • • ••• •• .• • • • • .• •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • ALL FR ME AND '.047 CORNERS TO BE SEALED WITH OE SLPRIIF OR EQUN. FRAME CORNER 8.625 CORNER KEY .080 TICK ST. STEEL CORNER KEY .052 THICK ALUMINUM •• • 4.0 1.307 • • •1 •• • • • • • • • • • ••• • .000 TYP. •• • • • • • • • • • • r'Ur1OE•RRAME• • • •• • • .,.rs • • • • • •• • • EQUAL LEG FRAME t 1.4 2 28 2C 3 3A 8 6 7 8 9 9A 10 11 12 t3 PART / 001-373 001 -397 08-376 C01-381 00-388 C0 -378 001 -398 AP-428 0200 3190 36 -10 -00 -101 24- 13- 00-202 23-20-00-101 30175 QD•NTITY 4 4 4 4 4 4 4 4 8 AS RM. A9 RE00. 2/ VENT 2/ VENT 2/ VENT 2/ VENT 1 2 / CORNER DIGCBOTWN FLANGE FRAME EQUAL LEA FRAME VENT (8/1r LAM. 01•35) VENT (N1SIL LAM. GLASS) VENT (7/18• LMT. CLASS) 0033 OWING BEAD SQUARE DLA201G MAO .080 TICK CORNER KEY .080 THICK =N MI KEY PRASE OESHE STRIPPIN0 VENT WEA111ERSIRIPPINO 4 BAR HIM. AT TOP A10 BOTTOM FACE MOUNT LOOK MILD PCIN7 LOCK .110 THICK LOCK KEEPER, AT F3N043 JAMB FACING WCK OPERATOR HANDLE OPERATOR TRACK FRAME AND VENT ASSEMBLY SCREWS M2731021. 8083 -78 8083 -78 8083 -78 0283 -78 8083 -T8 8083 -T8 8063 -75 ALUMINUM ST. STEEL 67181 STEEL STEEL STEEL SIEA. MANP. /SUPPLIffit /P IRDAIATI OR EOUN. INDM.IX 00 EDUN. KNDALDT 00 EOUN. INDALD( OR EWN. 88TALIN OR EOUW. =ALEX OR 10AV. 910ALIK OR EQUIV. MG£OA. APTU9 8010022. O-LON 1RUTH. ATTACHED VI/ (6) /8 X 3/8' SS SMS TRUTH, AMOCO W/ (2) 18 3 3/8' SMB C04 ATTACHED W/ (2) /10 X 3/8' SS MS TRUK ATTACHED W/ (2) 18 X 3/8' SS 953 TRUTH. ATTACKED VI/ (2) /8 X 3/8' 88 sus 110 X 1 -1/4' SS SKS • • • 1078 • • • • • Engrg ESL HUMAYOLS P45800 M� 10747 EP 1.757 1.222 VENT (5/18' LAM. GLASS) 1.438 1.624 VENT (INSUL. LAM. GLASS) VENT (7/18' LAM. GLASS) COI-375: OGEE GLAZING STOP .617 COI-391k SQUARE GLAZING STOP 7R63DUCT REVISED d�PlyMBw6Dte 1 Cede t. N• OSlo �TyrtL: r 1 1 drawing no. W98 -1 o sheet 2 of 7 PERFORMANCE VALDES 01" IMPACT RESISTANT 1TIND0WS P PERFORMANCE VALUES OF TIPACT RESISTANT WINDOWS WINDOW DIMS. G GLASS TYPE '2' G GLASS TYPE '3' G GLASS - - -- - W WINDOW DIMS. 0 0fA88 TYPE '8' O OLA88 TYPE '3' 0 07488 TYPE IF WIDTH H HEIGHT e ea. (+) 1 1711. (-) E EM. ( +) 1 1NT. (-) E E%T. ( +) I INT. ( -) W WIDTH H Haw E EM. ( +) I INT. ( - ) F FM. (+) 1 1NT. (-) D DT. ( +) 1 1NT. ( -) kkkk10 »% ■ 110.0 1 194.3 I IMO - - 1860 -- 1 110.0 1 195.0 k kkizi L±] 88.7 8 88.7 1 110.0 1 185.0 1 110.0 1 195.0 1E111 I IEEE � �' i i N I ICEE11.171111 7 73.4 7 73.4 1 110.0 1 120.0 1 110.0 1 120.0 10211 8 84.2 8 844 1 110.0 1 120.0 1 110.0 1 120.0 110.0 1 120.5 1 110.0 1 195.0 1 110.0 1 195.0 8 80.8 8 80.8 1 110.0 1 120.0 1 110.0 1 120.0 110.0 1 121.4 1 1100 1 185.0 1 110.0 1 120.0 5 57.5 5 57.5 1 110.0 1 120.0 1 110.0 1 120.0 107.9 1 107.9 ( (118.0 1 195.0 1 110.0 1 195.0 1 104111414 72' 4 68.4 8 88.4 1 110.0 1 195.0 1 110.0 1 120.0 97.1 9 97.1 1 110.0 1 195.0 1 110.0 1 120.0 5 58.1 5 58.1 1 110.0 1 120.0 1 110.0 1 120.0 92.5 9 924 1 110.0' - 1 120.0 - - - - 7 48.9 4 48.9 1 110.0 1 120,0 1 110.0 1 120.0 mk11k11ikb 42' 7 110.0 1 188.5 1 110.0 ' ' 195.0 1 110.0 1 195.0 4 48.0 4 48.0 1 110.0 1 120.0 1 110.0 1 120.0 110.0 1 138.8 1 1194 1 195.0 1 110.0 1 188.0 4 43.8 4 43.8 1 1 10.0 1 120.0 1 110.0 1 120.0 110.0 1 1189 1 1 0.0., 1 1850 1 110.0 1 185.0 l lake 78' 52.0 5 52.0 1 110.0 1 120.0 1 110.0 1 120.0 110.0 1 111.0 1 110 0 - - 195.0 1 110.0 1 195.0 4 43.8 4 43.8 1 110.0 1 120.0 1 110.0 1 120.0 104.1 1 104.1 1 110.0 -. 1 198 1 110.0 1 1209 3 38.1 3 351 1 110.0 1 120.0 1 110.0 1 120.0 924 9 92.5 1 110.0 1 120. 1 110.0 1 120.0 - - - - 1 110.0 1 120.0 - - - - 83.3 8 83.3 1 110.0 2 20.0 1 110.0 1 120.0 2 20' 4 84' 3 414 4 41.5 1 110.0 1 120.0 1 110.0 1 120.0 79.3 7 79.3 1 1104 1 120.0 - - - - 2 34.8 3 34.9 1 110.0 1 120.0 1 110.0 1 120.0 lek%14V %b 110.0 1 145.7 1 11 1 185.0 1 110.0 1 195.0 2 - - - 1 110.0 1 120.0 - - - - 110.0 1 121.4 1 11 1 195.0 1 110.0 1 100.0 1 19 - 1/8' 1 110.0 1 1950 1 110.0 1 195.0 1 110.0 1 195.0 103.8 1 104.1 1 110.0 - 1 193 II 1 110.0 1 120.0 2 110.0 1 195.0 1 110.0 1 198.0 1 1109 1 195.0 97.1 9 97.1 1 110.0 1 195■0 1 110.0 1 120.0 3 110.0 1 145.4 1 110.0 1 195.0 1 110.0 1 195.0 91.1 9 91.1 1 11' ' 1 120.0 1 110.0 1 120.0 4 110.0 1 128.1 1 110,0 1 195.0 1 110.0 1 195.0 0 E EM E EMI 1 120.0 1 110.0 1 120.0 1 19-1/8' 1 38-3/8" 9 110.0 1 190.8 1 110.0 1 195.0 1 110.0 1 185.0 72.8 0 0 E Erni 1 1 20.0 1 110.0 1 120.0 2 110.0 1 137.5 1 110.0 1 195.0 1 110.0 1 195.0 89.4 6 69.4 1 110.0 1 120.0 - - - - 3 98.5 9 984 1 110.0 1 1944 1 110.0 1 120.0 110.0 1 1209 1 110.0 1 1954 1 110.0 1 195.0 4 88.8 8 88.8 1 110.0 1 120.0 1 110.0 1 120.0 KM 1 107.9 = =ME 1 110.0 1 195.0 1 19 - 1/8' 1 80 -5/8' 9 110.0 1 144.5 1 110.0 1 198.0 1 110.0 1 195.0 00NMI 1 120.0 1 110.0 ' 'Ex. 2 99.7 1 104.3 1 110.0 1 195.0 1 110.0 1 195.0 84.4 K Km. K K 1 120.0 1 110.0 1 120.0 3 74.7 7 74.7 1 110.0 1 120.0 1 110.0 1 120.0 80.9 8 80.8 1 110.0 '.. f f 120.0 1 110,0 1 120.0 4 85.8 8 858 1 110.0 1 120.0 1 110.0 1 120.0 71.9 7 71.9 1 110.0 1 120.0 1 110.0 1 120.0 1 19 -1/8" 8 or 7 88.7 1 104.2 1 110.0 1 195.0 1 110.0 1 195.0 84.8 8 84.8 1 110.0 1 120.0 1 110.0 1 120.0 2 74.9 7 77.9 1 110.0 1 120.0 1 1104 1 120.0 81.7 8 81.7 1 110.0 1 120.0 - - - - 3 80.0 8 80.0 1 110.0 1 120.0 1 110.0 1 120.0 kkl%k% 68.8 1 112.8 1 110.0 1 195.0 1 110.0 1 195.0 1 19 -1/8" 7 74 -1/4' 8 83.0 8 83.0 1 110.0 1 195.0 1 110.0 1 120.0 85.8 9 95.4 1 110.0 1 195.0 1 110.0 1 120.0 2 48.8 4 48.8 1 110.0 1 120.0 110.0 1 120.0 78.7 8 83.3 1 110.0 1 120.0 1 110.0 1 120.0 NOTE: 73.2 7 77.7 1 110.0 1 120.0 1 110.0 1 120.0 L 70.2 7 72.8 1 110.0 1 120.0 1 110.0 1 120.0 F 84.8 8 84.8 1 110.0 1 120.0 1 110.0 1 120.0 + -7/16" - NOMINAL GLASS TYPE ' 41?■ 7/18 NOMINAL GLASS TYPE '8' 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • 3/18' HEAT snate0 GLASS .090 SAFLD P/8 BY 'SOLUTIA' INTERLAYERS .075 V STORMGLASS BY 'SOL • • '� �" • BY i i "' • • • • 3/18' HEAT ST17 4'D:LAr • • • • • • • • • • • • • • SWARD BEAD • • • • • • OPTIONAL GE -1280 ALL GLASS TYPES �� •• • • • •• • • 1, k • • • • • •• • • • • • ••• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Enpr: EFL // 705800 STRUCTURES RA. PE 3938 SEP r • • • • • • • • • 1 i t. 4 drawing no. W98 -100 (sheet 3 of 7 ) PERFORMANCE YALUE3 OF IMPACT RESISTANT WINDOWS NO SNORERS 08885fi0 REFE1 TO 888818 5 11158 7 pmt 8995IAION 087069 PERFORMANCE VALUES OF IMPACT RESISTANT W1830W8 No 519n6A8 REQUIRED 021E 10 SKIM 5 ISM 7 FOR U SDNARTION DETAILS WINDOW DNS. OLA1S TYPE '2A' 0LA98 TYPE '86' WINDOW ODD. 0LM53 TYPE 'BA' CRASS TYPE 'Sr 810111 HEIONT EXT. ( +) 1Nf. ( -) EXT. (4) 1NT. (-) WIDTH NEWT EXT. ( +) INT. ( -) D%M. ( +) 1NT. ( -) kkk� ■� §% 31t" 110.0 194.3 110.0 195.0 ki4 88.7 88.7 110.0 1694 110.0 161.9 110.0 185.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 64.2 84.2 110.0 120.0 110.0 129.5 110.0 195.0 60.6 80.8 110.0 118.2 110.0 121.4 110.0 195.0 57.5 57.5 110.0 112.2 107.9 107.9 110.0 196.0 lzkiskci 72' 68.4 96.4 110.0 120.0 97.1 97.1 110.0 120.0 88.1 66.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 98.3 k 1:k% nm %% 42" 110.0 188.8 110.0 186.0 48.0 48.0 89.8 89.8 110.0 138.8 110.0 195.0 434 43.8 85.0 85.0 110.0 116.9 110.0 195.0 20" 24" 26' 78' 52.0 52.0 101.3 101.3 110.0 111.0 110.0 195.0 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 20' 24' 84' 41.5 41.8 80.8 80.8 83.3 83.3 110.0 120.0 30.9 34.9 88.0 68.0 79.3 79.3 110.0 120.0 19 -1/8' 28-1/2" 37' 42' 110.0 198.0 110.0 195.0 kk 1 / 110.0 145.7 110.0 195.0 110.0 203.0 110.0 1984 110.0 121.4 110.0 185.0 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120.0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/8' 26-1/2' 37" 42' 38 -3/6' 110.0 190.8 110.0 195.0 91.1 91.1 110.0 120.0 1104 137.5 110.0 195.0 80.9 80.9 1104 120.0 98.8 98.5 110.0 120.0 72.8 72.8 110.0 120.0 88.8 88.8 110.0 120.0 89.4 69.4 110.0 120.0 19-1/8' 28 -1/2' 32" 42" 50 -5 /8' 110.0 144.5 110.0 195.0 b%k 110.0 1295 110.0 195.0 99.7 1043 1104 185.0 98.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 120.0 65.8 85.8 110.0 120.0 84.4 883 110.0 120.0 19-1/8' 28-1/2' 37' 63' 98.7 104.2 110.0 195.0 80.9 80.9 110.0 120.0 74.9 77.9 110.0 120.0 71.9 71.9 110.0 1204 60.0 80.0 110.0 1174 84.8 84.8 110.0 120.0 19 -1/8' 28-1/2' 74 -1/4' 83.0 83.0 110.0 120.0 81.7 81.7 110.0 120.0 48.8 48.6 905 90.9 %if.ksh 98.8 112.8 110.0 195.0 N0TE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF - 16.34 SQ. FT. +110.0, -195.0 PSF a 10.00 SQ. FT. 88.8 95.4 110.0 120.0 76.7 830. 110.0 120.0 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 /8" TEMP, MASS 1/8" TEMP. GLASS AIR SPAN 1/8' ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' UREIC P.8 BY 'SOLUTIA' I NTERLAYERS - EVA STORMOLASS BY 'SOLUOA' RYOIAS PLUS 82" 'DUPONT' 1/8" ANN, MASS SRICEDIE SW 995 DIV 899 AIR SPACE 1/8' TEMP. CLASS 4. 1 S /4" INSULATED GLASS TYPE '3A' .{._ .090 SAFLE)t PVB BY 'saltinA' INTERLAYERS - .075 VANCEVA STORMOIASS 9Y '90LUTA' L. 490 SENTRYGL S PLUS BY 'DUPONT' 1/8" TEMP. GLASS MIMIC X995 DOW 999 • • ••• • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • •• • •• • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • •S011AR8•BEAD • • • • • • • OPTIONAL .C(.711i1 ••• • ALL GLASS TYPES •• • • • • .• •• • • • •• •• • • • • • • • ••• •• NOTE GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DR.� P49000 FLA PE CAN. ' 3539 SEP 1 2 PRODUCT REVISED as wDEehe Deem Code Ats N•�: 1� 9 Z V ti 9g ! L' drawing no. W98-1 0 (sheet 4of 7 • • • •• • • • •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • SEALANT INSTALLATION TYPE '1' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIRES /USING WOOD TYPICAL ANCHORS SEE 6EV FOR SPACING SEE SHEET 8 FOR DESCRIPTION a d SUCK INSTALLATION BY mots WOOD BUCKS NOT BY COI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE INSTALLATIO CONDITIONS FLAN F AMF (APPLIES TO AST FCSU�y�T73FS • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 WOOD BUCK TYPE '1' MA E& PRESSURE TREATED 1 3/8" INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATE & PRESSURE TREATED TYP .ei MST 1 eTION DETAIL ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 3/4" X 1' X 3/4' X I/O 2 -I/2' LONG AT ANCHOR LOCATIONS SEALANT INSTALLATION TAPE '2', WOOD BUCK TYPE '2' IMOB18L: PRESSURE TREADED ALL ANCHOR LOCATION WWH SHEAR CLIP TYPICAL ANCHORS • • • • • • • • SEE ELEV. FOR SPACMG • • • • • • • • • • SEE SHEET 8 FOR DESCRIPTION TYPICAL ANCHORS • • • • • • • • • SEE ELEV. FOR SPACING • • • • • • • • SEE SHEET 6 FOR DE c 1I • • • • • • • • • ••• • ••• • METAL TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS • •• • • INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATEBAI. PRESSURE TREATED TYPICAI INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOQ • ••• Eign //'' woo ruk SEP 12200 ( ATTACHMENT TO METAL STRUCTUREQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO APPROVED MUWONS 5 If ixo 1 0 1 1r .b, drawing no. W98 -100 (sheet Sot 7 SEE ELEV FOR SPACING SEE SHEET 8 FOR DESORPTION 4 1'.Y 2-1/2• MN. INSTALLATION TYPE '1' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD • !.V4_•., e SD; • • WOOD BUCK TYPE '1' im PRESSURE TREATED FOR ANCHOR PERFORI,ANCE VALUES SEE SHEET 8 4 Y JIIOd. � 2-1/2' MN. INSTALLATION TYPE '2' 2 1/6' TYPICAL ANCHORS • • • • SEE ELEV. FOR SPACING • • • • AM SHEET B FOR DESCRIPTION • • • • • • • • • • • • • ••• • • • • • • • • ••• •• ATTACHMENT TQ MFTAL STRUCTURES .INSTALLATION TYPE TYPICAL ANCHORS SEE ELEV. FOR SWING SEE SHEET 6 FOR DESCRIPTION TYPI el INST R AT1ON DET IL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 3/8' WOOD BUCK TYPE '3' AIREE ;. PRESSURE TREATED INSTALLATION TYPE '4' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION v n d BUCK INSTALLATION ST OTHERS TYPICAL INSTALLMON DETAIL ON ALL FOUR SIDES /USING WOOD • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • x 2 1/8' MN WOOD BUCK TYPE '4' MATFiINI PRESSURE 1RFATEO TYPICAL ANCHORS SEE ELEV. FOR SPACERS SEE SHEET 8 FOR DESCRIPTION End: OR. KIVAVOR &ROOD STRUCTURES AA PE CA 0557 SEP 1 $2 ATTACHMENT TO APPROVED MULLLON$ PRODUCT REVISED McLRdp laidlagOldo A Ro 7. Dale A .,/ r I % J' drawing no. W98 -100 (sheet 5.10f 7) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DUNES PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SKEET 5 FOR DETAILS • i • • • s • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • ••• • • ■ V , � NM k it— gONv- WINDOW 0165. ANCHORS W/0 SHEAR CURS ANCRO29 7735 9598E 11P WINDOW DNS. MONO= 8/0 BRIAR CUP ANCHORS WITH SHEAR CUP AT 17" 0.C. AT 10" OA. AT 17 0.C. AT 10' O.C. AT 17 0.C. AT 10" O.C. AT 17" 0.0. AT 10 0.0. 0 "au. VLTee VOItlO U YW VIW 3AV LB WS eV= 1N3Md073A3Q JJflGOtld 8 Z 119N3 NOLLVa!IOdUIOO bOO$Vd-1V WIDTH HEIGHT EXT.( +)/9R.( -) DR.( +)/Rif.( -) E r.( +)/9R.( -) E78L( +)/204-) WWIH H EIOM ER.( +)/OIL( -) ER.( +)/916( -) ER.( +) /OIL( -) E%T.( +)/OIL( -) 19 -1/8" 25 -1/2" 37' 28" 195.0 195.0 195.0 inn a 9 se 195.0 195.0 192.0 198.0 105.0 195.0 195.0 195.0 9 195.0 195.0 160.0 195.0 192.9 195.0 137.1 182.9 195.0 195.0 143.7 143.7 180.0 195A 125.0 1727 19 -1/8" 28 -1/2" 37' 38-3/8" 195.0 195A 188.4 195.0 188.8 195.0 120.0 180.0 191.2 195.0 135.9 181.3 150.0 195.0 108.7 142.2 1389 182.8 97.4 12.8 19 -1/8" 28-1/2' 37' 50 -5 /8P 195.0 195.0 190.4 195.0 135.0 180.0 987 128.0 128.8 171.4 91.4 121.9 193.2 195.0 137.4 171.7 42' t95.0 195.0 154.8 198.0 138.4 173.0 944 123.0 192.9 195.0 137.1 182.9 19 -1/8" 29 -1/2" 37' 63' 195.0 195.0 153.0 195 0 165.3 195.0 117.8 158.7 155.3 195.0 110.4 193.2 154.3 195.0 109.7 140.3 111.2 194.8 79.1 138.4 144.6 1929 1029 137.1 19 -1/8" 28 -1/2" 74 -1/4' 195.0 195.0 182.2 195.0 128.0 171.4 91.4 121.9 184.7 195.0 117.1 187.4 ' ) 115.7 154.3 82.3 109.7 TYPICAL ANCRORSt SEE aEV. FOR SPACING MOONIM JN3NOSVO Mf1NINI T/ 9£Z —S3RQS )L ass9 (wr) 1YJ 0629-£113 (soc) 131 ZLI££ ld 1PMN9 13321JS } 1SZ 'M'N OOIOI SNOOD V SMOONIM ISO 110.2 1449 78.4 104.5 leAls111414'7 48' 1940 1940 192.0 195.0 195.0 195.0 180.0 195.0 192.9 195.0 137.1 171.4 180.0 1940 128. 160.0 150.0 133.3 120.0 108.8 10E0 120.0 150.0 187.5 1047 1/4" DIA. KW1K - CON R BY 'FOR TI' (Fu-183 161. Fy157 K9) 135.0 188.8 967 1/4' DIA. UITRACON BY 'ELCO' (Fu -177 161, F,.155 KM) 128.8 100.7 91.4 114.3 195.0 195.0 170.7 195.0 L INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8 MIN. PENETRATION INTO WOOD 108.0 195.0 1421 198.0 171.4 195.0 121.9 152.9 .,� THRU 1BY BUCKS INTO CONC. OR MASONRY t - /4 = -M6N. EMBED - -INTO CONC. - OR - MASONRY 180.0 195.0 113.8 170.7 150.0 195.0 1047 1(10.0 MI DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 133.7 195.0 94.8 142.2 120.0 180.0 867 128A t I: 11 sera im 1m TdM p 1 if _AM 'MEMO AU 114.3 171.4 81.3 121.9 (GRADE 2 CRS) 195.00 1940 1528 108.0 ANCHoBS W/o 066*R CUP AScHO16 INTO MIAMI - DADE COUNTY APPROVED MUWONS (MIN. THK. • 0901 INTO METAL STRUCTURES WITH 959.45 CLIP STEEL : 12 GA. MIN. (Fy • 36 KSI MIN.) 180.0 195.0 128.0 192.0 154.3 195.0 109.7 1649 144.0 195.0 102.4 153.6 135.0 195.0 942. 144.0 ALUMINUM : 1/8° THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 120.0 180.0 85.3 128.0 11114141314 68" 195.0 195.0 174.5 108.0 195.0 1950 1445 195.0 0"111 ]IeH Walla MUORIO [� INTO CONCRETE AND MASONRY • 2 -1/2 MIN. INTO WOOD STRUCTURE • 1" MIN. INTO METAL STRUCTURE • 3/4 MIN. CONCRETE 4 a 3000 P31 MIN. 69SONRY Pm - 1500 PSI MIN. 175.3 195.0 124.7 174.5 1839 195.0 116.4 1629 163.4 195.0 109.1 1527 14x11 195.0 195.0 160.0 198.0 - Y .1 _ .L,l 1 Y61 116-00-e amp Nil corm :A up) 187.0 195.0 133.3 1847 180.7 195.0 114.3 160.0 108.0 195.0 108.7 149.7 D R. KNOWN FAR000 DKr CAN. _ 7 FLT tE / 1 1�5 SEP 1 - �� SaISIesCads • • •, ar3 - ( . 7 /� , `~a- ...,. + 140.6 195.0 147.7 140.0 78* 195.0 1950 147.7 195.0 173.1 195.0 123.1 195.0 1444 1940 1045 168.8 drawing no. W 138.6 108.0 9SA 157.5 ±ilarA 1950 196.0 1649 196.0 195.0 195.0 137.1 195.0 (sheet BOf 7 165.3 195.0 117.6 176.3 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • . • ... . • . • ••• PERFORMANCE VALUES ALUMINUM OF RUCK SWALLOWS ANCHOR PERFORMANCE VALUES OF ALUMINUM SUC$ INSTALLATION ANCHOR ALUMINUMRUCK FRAMING DETAILS .. ro REFER TO SHEETS 3 ,NIB! 8 FOR WIN001V CAPACITIES USE LOWER AMICABLE VALUES. ••• ••• ••• ••• • •• ••• • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• ••• ••• ••• • • • •• ••• •• e169.L9t MOO VW 00111-49Z HAM -rte 4LLE6 VG9iOld VUI 8AV 18 WS 96LS .IN3 dOl30.9G 1011uO21d'7 NOLLVE1104112100 boO WW-1V WINDOW DIMS. EXT. ( +) INT. ( -) WINDOW tams. EV. ( +) WT. ( -) WID1H HEIGHT WITH HEIGHT 35' 18 -1/8' 25 -1/2' 37' 28' 198.0 195.0 195.0 19 -1/8" 28-1/2' 37' 38 -3/8' 195.0 2 1940 126.0 19 -1/8' 28 -1/2' 37' 80-5/r 195.0 • •• • • • • 195.0 • • • • • • 'ggp Y (} 1 /14 SMS AT 6' FROM ENDS 24' O.C. MAX � LL 400' 42' I blib bbb bb 42' 1940 120.0 1940 19 -1/8' 28 -1/2' 37' 83' 195.0 178.5 120.0 1848 117.0 120.0 19 -1/9' z9 -,/z• 74-1/4' 120.0 909 0 120 . (YI� ' - I 814 SMS NIWNIM 1N3i13SYJ rinmrunv 80-S3RAS $ 43 X c4 C r11 Z Z 8, 8 5 119.0 "^' 32' 38' 40' 42' 48' 1940 AT B' FROM ENDS 1950 1r• 0.0. MAX. AT JAMBS LLL��S..SS 111JJJ 1 \ 9f 24' O.C. MAX AT HIFJID/�.L tj r:.° �( � fQ� I I , �� r � 7, �� F 0 tar III. MI .Wt hl,� 120.0 II ■::r / 93 Il (((' r �� . '-1::.�l ` 120.0 '! L = � =_ 120.0 �i 32' 38' II 40 ' 42' bkkb bbbb lie 198.0 ° •q . ° • • ' ° 1/1 J4 EON. CONC. po■ NN 1/ \ �M MO 1840 120.0 120.0 2 1/2' MIN. 17' 0. MAX. AT JAMS 1' MIN. AT ENDS 12' 0.0. MAIN. AT JAMS 24' 0.0. MAX. AT HEAD/SILL 120.0 61ST. 24' 0.C. MAX. AT HEAD/SILL 120.0 EDGE INSTALLATION TYPE '8' INSTALLATION TYPE '8' 1 i . 11 120.0 bltbbilb 195.0 1260 28Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL, 120.0 120.0 • ON ALL FOUR SIDES /USING ALUMI BUCK SYSTE 120.00 20' 24 30' 32' 189. ; glib] ..a■111■a 11111 120.0 A85 - �5 1162 .945 .682 . 112.2 1.125 20' 24' 28' 30' 32' 120.0 - y S ---. 11( -�� - 109.3 85.3 - 1.438 Etc: OIL HUW 0'JN 7•1000 FLA. P2 816557 C,AJV. SE & 2 PRODUCT REFRIED Ik _ i ; „'.. I° ,�°�_ /. /3 � . J l. ... ..► ,.. ". .. , ��_,. ., 88.8 .903 MO .125 ALUMINUM BUCK OPTIONAL COYER 20' 24' 28' 101.3 844 805378 6083 -78 - 74.3 drawing no. W98 -100 20' 24' e4• 809 88.0 (shoot 7of 7 • • ... • • • .•• •• •. • • • • • •• .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 St. Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and e c er Feu where allowed by the Authority Having Jurisdiction (AHJ). T]iis�NOA dot be valid after the expiration date stated below. The Miami -Dade County Product .Coutrb1 Division (1'n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to Eaave tiiis product or material tested for quality assurance purposes. If this product or material perfori n he accepted manner, the manufacturer will incur the expense of such testing and the ART m y, med gty. ;evoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reservrs.the right to revoke this acceptance, if it is determined by Miami -Dade County Product Von>r ®1 Division $at this product or material fails to meet the requirements of the applicable building code. This product isapproved as described herein, and has been designed to comply with the Florida Building :Cgel „incluctingthe High Velocity Hurricane Zone. X CRIP111491V 238 Aluminum Fixed Window — L.M.I. .AfPPAOVAL DOCUMENT: Drawing No. W99 - 10, titled "Series -238 Aluminum Fixed Window ", sheets 1 through 12 of 12, dated 02/19/99 with revision F dated 10/07/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE•IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08 1010.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildin2code NOA No. 08- 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 - 10, Sheets 1 through 12 of 12, titled "Series -238 Aluminum Fixed Window ", dated 02/19 /99 with revision F dated 10/07/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 • 5) Large Missile Impact Test, per TAS 201 -94. • • • 6) Cyclic Wind Pressure Loading, per TAS 203 -94. • • • • • • ; • ; ;ri1 ,g with marked -up drawings and installation diagram of aluminum fixed windows, • .. • .psapared by Hurricane Testing Lab, Inc., Test Reports No: HTL - 0080 - 0301 - 07, dated • • • • • • 6 4E43/06 for specimens J, K, L, M, N & P and HTL 0080 - 0905 - 06, dated 10/13/06 for • • • i iimen H, signed and sealed by Vinu J. Abraham, P.E. • • : • • • z. • ...'� t report 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL 0080 - 0301 - 07, dated 09 /21/07 for specimens A & G and HTL 0080 - 0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No HETI - 08 - 2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum project -out window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 08 - 2144 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI - 07 - 4287 dated 07/17/08, si ' and sealed by Candido F. Font, P.E. E -1 Manuel ' r; P.E. Product Con er NOA No. 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No HETI - 07 - 4298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 7. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. ••• along with installation diagram of CGI 238 alum. fixed window, prepared by • • • • • • . • • • Iricane Testing Lab, Inc, Test Report No. HTL 0080 1107 - 98, dated Nov. 10, • • • '.NO, signed and sealed by Timothy S. Marshall, P.E. • • ; (Submitted under NOA# 06 0928.03) • 8. • :nreport on: 1) Large Missile Impact Test, per PA 201 -94. • • • • • • • • 2) Cyclic Wind Pressure Loading, per PA 203 -94 • • • • • • •alcu with marked -up drawings and installation diagram of an aluminum fixed • • • • • • • • •vainaow, prepared by Hurricane Testing Lab, Inc., Test Reports No. • "ITL - 0080 - 0203 - 99 & HTL 0080 - 0606 - 99, dated 11/29/99 for specimen #1, 2, 3, • • • � • ;; • • ; �sig and sealed by Timothy S. Marshall, P.E. • •••• • .( Submitted under NOA# 06 0928.03) • • • • V. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL - 0080 - 1127 - 98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06 0928.03) 10. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida Test Report No. ATL 1209.01 - 94, dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA# 06 0928.03) (For Reference only). 11. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL 0080 - 0303 - 96, dated 03/06/96 for specimen #1, 2, 3 & 4 and FTL - 1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only) (For reference only). (Submitted under previous NOA# 01- 1002.03) E -2 Manuel Per Product Control Ex` �?f er NOA No. 08- 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/30/06, 11/29/07 and 11/06/08, all signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). g.• • • •'MAT?R4�4L CERTIFICATIONS • • ;1. •Notice of Acceptance No. 06 0216.06 issued to Solutia Inc. for their "Saflex IHG : Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. • • •' •'STAT NTS • • • a', 1. • *Statement letter of compliance w/ FBC -2004 and 2007 dated 10/01/08, signed and 'sealed by Humayoun Farooq, P.E. • • • • 2. ; ;it gment letter of no financial interest, dated 10/01/08, signed and sealed by ' • • • :. • • Humayoun Farooq, P.E. G." " OTHER 1. Notice of Acceptance No. 08 1010.01, issued to CGI Windows & Doors for their Series 238 Aluminum Fixed Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. E -3 Manny rer Product Control - r NOA No. 08-10 ) .01 Expiration Date: October 26, 2009 Approval Date: February 18, 2009 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VEL00DY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE/TYPE. USING CHART ON SHEETS 9 & 10 SELECT ANCHOR OPTION WrTN DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USE0 USE CHART ON SHEETS 11 • 12 TO DETERMINE CAPACrTY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 ANO 4 SHALL APPLY TO ENTIRE SYSTEM. 51'EP3 .S1E�.4 MBA EXTERIOR GENERAL WINDOW SXCTION$ FLANGE FRAME FOR GLASS TYPES REFER TO SHEETS 3 THRU 6 AT EACH END AND 18° 0.C. ON SHORTER SIDES 20 0.0. ON LONGER SIDES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • •• • • • • FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE COI MULLION N.O.A. • •• • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • ••• ••• • • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • ••• • • WINDOW WIDTH • VENT WIDTH • • WW -2° I • • D ww-r • iT TYPICAL El FVATION (FLANGE FRAME) 8' MAX. TYP. HEAD /SILL CORNERS 1 SURFACE APPLIED FALSE I4UNTINS I ' OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17 Q.C. ON LONGER SIDES 18° 0.C. ON SHORTER SIDES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOURED. Ingrs CR. Y � M FAR FLA. PE 18097 CAN. . PN REVISED we so, :I with TAO Plaid, Old.. ,. 8 9 1 � drawing no.. W99-10j (sheet 1 of 12J • • • •• • • • 0S• •• •• • • • • • • .. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • AT EACH END AND 18 O.C. ON SHORTER SIDES 20 0.0. ON LONGER SIDES II _____ rt__ MAX. ANCHOR SPACING TO BE AS FOLLOWS 17° O.C. ON LONGER SIDES 18° O.C. ON SHORTER SIDES PRODUCT RStREMD earaectass with fit* natti0 'ek.;• collo ITEM PART 4 QUANTLTY DEMOTION MATERIAL MANP. /SOPPLB21/893IABK8 1 C01 -373 4 FLANGE FRAME 9083 -19 INDALEX OR EQUIV. 1A C01 -397 4 EQUAL LEO FRAME 9083 -T8 INDNDI OR EQUIV. 2 CEN -379 4 VENT (8/19' LAM. GLASS) 9083 -8 INDAL01 OR EQUIV. 2B C01 -381 4 VENT (NSUL LAM. GLASS) 8083 -18 NOLO OR EQUIV. 2C 001 -385 4 VENT (7/16' 1AM. CLASS) 6083 -8 INDALEK OR MIN. 3 C01 -378 4 OGEE TAMING BEAD 8083 -T5 IN0ALE1 OR EQUIV. 3A 001 -398 4 SURE 0{AZINO BEAD 8083 -15 MAD OR EOUN. 4 - 4 .080 THICK CORNEA KEY ALUMINA - 5 - 8 .080 THICK CORNER KEY 8T. STEM - 5 AP-425 AS MOD. FRAME WEATHERSTRIPPING - ULTRAFAB /SCHEf L T 0200 0180 A5 REOD. VENT WEATHERSTRIPPING - BCHLEGEL 0 -10N 8 - AS REDD. VENT SCREWS O 20' O.C. LONGER SIDES, 15' 0.0, SHORTER SIDES - 110 K 1' 8S 8W 9 - 2/ CORM FRAME AND VENT ASSEMBLY SCREWS - 010 K 1 -1/4' 89 SM9 • • • • • • • • • • EQUAL LEO FRAME 2.485 2.715 1.208 VENT (5/18 LAM. GLASS) 720 1.438 .090 TYP. VENT (INSUL. LAM. GLASS VENT (7/18 LAM. GLASS .517 001 -375: OGEE GLAZING STOP 1' drawing no. W99 -10 VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED W11H OE SILPRUF OR EQUN. FRAME CORNER 2.889 I 1 2425 CORNER KEY .080 THICK ST. STEEL 585 • • • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 2425 •• • DE00 • • • • • • • ••• •• • • • • • • • 4 CO 14102 KEY • • • • 4 .082 THICK AK N • • • .080 TYP. • • ••• • • • • • •• • • • 1 .ANGE FR • • ••• •• r ---2.Q75 .798 Engn i9. HU / YL N FAROOO CA�N.1 8887 0 0 7 2808 .517 C01 -396: SQUARE GLAZING STOP SeisolicFravttw 532 '.I4 rite¢u14244 Viso (shy 3 0112) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS AMR 70 SHEETS 7 771211 12 FOR d SIALU ION 0ETA88 WINDOW DIMS. GLASS TYPE '8' 04488 TYPE '5' GLASS TYPE '8' MOTH 11E10HT EXT. ( +) 1NT. ( -) EXT. ( +) 1M. ( -) ENT. ( +) INT. ( -) 19 -1/8 28 -1/2" 37 83 -1/8" 28" 110.0 195.0 110.0 195.0 110.0 195.0 110,0 168.2 110.0 195.0 110.0 195.0 110.0 188.2 110.0 172.5 110.0 198.0 110.0 120.0 110.0 148.2 110.0 195.0 19-1/8" 28 -1/2 37" 53-1/8" 38 -3/8 110.0 195.0 110.0 198.0 110.0 195.0 110.0 193.0 110.0 187.7 110.0 195.0 110.0 118.8 110.0 181.9 101.8 180.8 84.1 84.1 108.8 116.7 108.8 118.7 19-1/8" 28 -1/2" 37" 53 -1/8" 60 -0/8" 110.0 185.7 110.0 187,8 110.0 195.0 110.0 131.2 110.0 148.7 110.0 195.0 98.0 95.0 110.0 120.0 110,0 120.0 87.9 67.9 85.3 88.3 85.3 85.3 19 -1/8" 28 -1/2" 37" 53 -1/8" b 110,0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70,5 102.1 111.3 102.1 111.3 57.7 87.7 81.3 81.3 81.3 81.3 19 -1/8" 28- -1/2" 37" 53-1/8" 74 -1/4" 110.0 120.0 110.0 174.8 110.0 195.0 894 89.8 110.0 120.0 110.0 120.0 58.9 58.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 3/18" ANN. GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERIAYERS -- .078 VANCEVA STORNGLASS BY 'SOLUTIA' LLLL .090 SENTRYOLAS PLUS BY 'DUPONT' 1 1� f ,.,.__ 3 1/18" NOMINAL GLASS TYPE '3' 3/16 ANN. GLASS SILICONE GE -1200 DDV 995 DDV 999 -3/18" HEAT STREN GLASS .090 SAFLEX PVB BY 'SOLUTIA' �INTERLAZERS '4- .025 VANCEV� STOF'{►1%4IS BY 'SCJ��UTIA' • • • .0990 S PLU��Y 'DUPQt1i" • • [ [ /1$' V gTR&D 0141.4 • • • • • • • • • 7/16" NOMINAb • GLASS TYPE '8' • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • � • same • • • • � OPTIONAL GE -1200 ALL GLASS TYPES DDV 998 DOV 899 • • • • • • • • • • • • • • • • • • • • • • 1L; od A 41 . "7:07 11: drawing no. W99 -10 (sheet 4 of 12 ) • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• PEBF0RNANCa MUMS OF 087057 RESISTANT 1060018 •PIA TO MN 7 now 72 00 mow= 01(.115 181808 WIDTH 24' 36' 42' 46' 04' 6r 00' B2' 80 62' 72' 75' 75' 81' 84' 0r 24' 30 38 47 48' 84' 87' 62' 8T ar 62' 72' 75 70' 81' a• Br 34 30' 38' 47 45' 64' 0r 00 63' 65' 62' 72' T6' 75 01' 64' Sr TTP2 8' 147. ( - ) 100.0 1444 1299 104 1048 684 914 784 724 050 84.6 604 074 254 02 48.0 474 (080 144.0 1204 1029 87.3 78.9 722 87.5 839 804 563 524 496 40.7 444 104 (20.0 104,9 07.2 17.3 604 66.2 *8 80.0 07.0 536 50.6.4 24' 30' 38' 42' 45' 14 Or 60' 02' 0' B8' 72' 76' 75' 01' 54' m 611®. MORT 30' 42' 45' 04 BUM EXT. ( +) 110.0 1(04 1104 110.0 104.8 882 0i,8 78.0 79.6 664 MA 604 61,8 604 004 46A 474 110.0 110.0 110.0 1020 874 78.9 792 07.9 036 502 053 020 49.1 487 44.8 1180 1100 104,8 872 77.3 65.8 083 050 004 074 039 00.6 177E '0 ENT. ( -) 1814 188.3 181.7 1200 1 129 1161 110.5 1134 080 004 950 904 00,0 000 900 0A 109.7 1504 1200 120.0 10.0 113.4 04 004 04 04 004 04 004 65.4 004 161.7 141.1 10.0 1209 1250 00.0 0.0 604 060 009 094 Miss IXT. (4) 110.0 110.0 110.0 1104 110.0 110.0 108.3 1089 1037 004 09 004 004 004 0.0 0.0 804 110.0 110.0 1104 1104 110.0 1034 004 0A 0A 009 00.0 A0A 460 88.4 110.0 110.0 110.0 1100 1109 900 00 504 04 0.0 09.4 604 1(04 103.3 682 MA 694 07.4 03.7 02 57.1 Mom 170. (4) 110.0 1100 104.7 1(00 1109 110.0 1083 1069 1037 004 0A 04 904 004 00.0 804 909 110.0 110.0 110.0 110.0 110.0 103.9 00.0 000 904 0A 00.0 60.0 904 904 969 900 704 110.0 1069 1100 110.0 110.0 00.0 0A 00.0 900 00.0 004 90.0 0A 704 70.0 704 704 TM '8' (N7. ( -) 1100 1089 1055 1204 (*0 120.0 116.1 118.5 1132 000 080 059 00 004 00 00.0 009 1909 108.0 1204 1200 10.0 113.4 0.0 0.0 09 90.0 90.0 0.0 0.0 0.0 90.0 60A 709 100 197,0 109 109 104 000 904 004 0A 004 04 O9 0.9 704 704 704 700 142.2 103 42.3 70.0 0.8 87.4 93.7 0.2 57.1 110.0 110.0 1104 103.1 00.0 800 60.0 0A 00.0 1654 10.0 120.0 113.4 90.0 M0 880 0.0 130.0 1109 110.0 110.0 1034 *0 0.0 0.0 804 0.0 0.0 704 704 704 704 700 704 700 100 104 120.0 113.4 909 09 BOA 504 04 800 70.0 709 709 104 70.0 764 709 PERVOBSANC6 0441710 OF ETPACB RE0707ANT 14N0019 16181 TO Ems 7 0881 t1 ROO 66(141.7011 OVALS Man 0210 24' 30' 30 42" 48' 54' 0r 0' 03' 0' 69' 72' 70' 70' 81' 84' er 24' 30' 38' 42' 48' 04' 57' 0' Or 08' 09' 72' 78' 78' 61' 84' 07' 24' 70' 36' 42' 40' 04' O r 00' 83' 00' 88' 72' 75' 70' O 1' 84' 07' 7778 INT. ( -) 1200 912 704 074 *0 602 07.8 119.8 81.8 868 802 574 24' 2' 30' 42' 49' 04' 57' 40' 63' 68' 00' 72' 75' 70' a1' 8018. MEN 85' 72 78' 0060 007. ( +) 110.0 91.2 784 574 09 802 57.8 1104 014 88.5 002 57.0 TYPE '9' 0417. ( - 181.0 120.0 1184 000.6 00.0 660 754 120.0 120.0 904 000 900 0022 BXt. (4) 110.0 1104 105,8 04 >m4 004 704 1 1 0 9 000 *0 110.0 770 004 620 504 52.0 504 MOS 007. (4) 110.0 (104 100,8 0A 0A 804 79.8 724 704 709 70.0 700 704 704 704 70.0 650 110.0 110.0 004 0.0 0.0 004 1200.0 10.0 BOA 00 005 70.0 700 884 684 084 86A 554 00.0 809 20.0 50.0 1104 1109 00 904 904 750 70.0 709 06.0 0.5 624 664 7TPa '0' INT. ( -) 195.0 1209 115.5 90.0 90.0 80.0 754 724 709 70.0 70.0 769 704 709 70.0 70.0 00.0 1200 1209 00.0 004 00.0 0.0 700 704 060 55A 556 65A 554 004 111.0 77.0 04 1 10.0 110.0 904 504 050 00.0 10.0 120.0 00.0 04 654 00.0 90A 70.0 104 10.0 668 884 624 �A 1051 10.2 554 457 10.1 702 504 48.7 1100 119.0 1204 1260 904 964 004 0.4 50.0 *6 50.0 004 604 1100 1104 04 90.0 704 70.0 750 700 00.0 004 00.0 00.0 09.0 104 10.0 000 0.0 780 704 70.0 70.0 - 666 06.0 80.0 04 004 004 80.0 00.0 004 0A 20.0 50.0 600 50.0 PBRF0RNANCR VALUES OP 161PAC7 RESISTANT 170710050 REFER TO 082(1 7 080 12 708 0677803102 Om59 951D01 14181 24' 30' 30' 42' .e' 04' Sr 0' 43' 88' O9 72' 75' 24' 30' 38' 42' 48' 84' (sr 80' O 7 O 5' 7078 '8' MASS 7772 '2' Mon ENT. ( -), fx�T. ( +j� ( -) efT. (. 114.44 (0.0 126.0 11006 0.7 04 •0.0 • 904 • 484 •944 966 964! i • - • 700 700 70.0 • • • 2. 4L 4 • ••- • 0A •. • • • a • 650 4. • • .• •4)i 880 110.0 10.0 1100 24' 30' 38' 42' 48' 5r 05' 24' 30' 30' 42' 48' 54. 24' 30' 35' 43 48' 24' 38' 42' 24' s 30' O. OR M ir a • • • • • • • • • 84 • 0' • • 106' 120• 132' 144' 100' •- • • 858 •- • •-- - �• 46 • - • 074 70.4 554 450 41.3 57.0 04 00 90.0 434 00.0 90.0 90.0 700 - 0.0 004 004 0.0 70.4 90.0 00.0 980 064 900 00.0 000 700 609 509 509 894 0.0 050 00.0 - 700 009 00.0 48.0 900 909 0A 704 - 70.0 - 00.0 41.3 00. 00 0A 70.0 177E '8' (N (- 126. 0r 70.0 70A 70.0 • d54 aad • 0110 120.0 70.0 604 00.0 004 60.0 504 0.0 00.0 70.0 70A 50.0 80.0 90.0 850 70.0 70A 00.6 000 709 70.0 04 90.0 704 50.0 09 70.0 70.0 509 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). NOTE: • LOAD AREA LIMITS • FOR +110, -195 PSF = 10.0 SQ. FT. • +110, -120 PSF = 18.3 SQ. FT. +90, -90 PSF = 24.0 SQ. FT. +70, -70 PSF 35.0 SQ. FT. +50, -50 PSF = 45.0 SQ. FT. W(7W. WIDTH WINDOW LENOTH • COM WIDTH AND LESION D1MENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q 8 z h h i f l J J O 1 --, b d rawing no. W 99 -10 ii (6hOOt 5 of 12) PERFORMANCE VALUES 08 IMPACT RESISTANT WINDOWS MRE 10 811478 7 7HRU 12 POR 8187ALLATI09 DETAILS WINDOW DIMS. GLASS TYPE 'PA' 01488 TYPE '8A' WIDTH HEIGHT EXT. ( +) INT. ( -) EST. ( +) INT. ( -) 19 -1/8' 110.0 195.0 110.0 195.0 213-1/2' 110.0 188.2 110.0 188.2 37' 28' 110.0 168.2 110.0 166.2 53-1/8' 110.0 120.0 110.0 120.0 19 -1/8' 110.0 195.0 110.0 195.0 28 -1/2' 39 110.0 163.0 110.0 163.0 37" -3/8' 110.0 116.8 110.0 116.8 83-1/8' 89.3 89.3 110.0 112.8 19 -1/8' 110.0 185.7 110.0 185.7 28- 1/2' 110.0 139.4 110.0 147.2 37" -5/8 100.9 100.9 110.0 119.8 83 -1/8' 72.1 72.1 85.3 85.3 19 -1/8' b 110.0 177.5 110.0 177.8 26 -1/2' 109.1 109.1 110.0 120.0 37' 74.9 74.9 110.0 110.2 83 - 1 /8' 81.3 91.3 81.3 81.3 19 -1/8' 110.0 120.0 110.0 120.0 28 -1/2' 74 -1/4' 95.4 95.4 110.0 120.0 37' 60.4 60.4 90.0 90.0 • • ••• • • •• •• • • • •• • • • • • • • • • • • • ••• • • • • • • • • 8. • • ••• • • • • ••• • • • • ••• PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER 10 6x1819 7 15811 12 FOS OJBT0. ATIOI WAILS WINDOW OINK. 24' 30' 38' 42' 48' 54' sr 60' 83' 88' 89' 72' 75 78' 81' 84' 8r 24' 30' 38' 42' 48' 54' 57' 60' 83' 88' 89' 72' 75' 75" 81' 24' 30' 38" 42' 48' 54' 87' 40' 63' 66' 69' 72' 36• 42' 48' 1/8' TEMP. GLASS -AIR SPACE 1/8' ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '24' h3f7. ( +) 110.0 110.0 110.0 110.0 110.0 93.8 87.0 81.7 77.0 72.7 66.5 84.7 81.4 88.4 63.4 51.6 49.9 110.0 110.0 110.0 1029 92.7 81.7 714.7 72.1 87.9 83.9 58.8 55.2 522 49.6 47.8 742 .090 SAFl.E7( PV8 89 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMOIASS BY 'SOLUTIA' .090 569799GLAS PLUS BY 'DUPONT' 1/8' ANN. MASS 1NT. (-) 180.0 144.0 120.0 120.0 111.3 03.8 87.0 81.7 77.0 72.7 818 84.7 814 88.4 53.4 81.8 49.9 168.0 144.0 120.0 102.9 92.7 61.7 78.7 72.1 879 83.5 886 552 522 49.9 47.B 110.0 110.0 110.0 92.7 82.1 742 SILICONE SE-MO 995 DDV 999 MASS TYPE '8A' EXT. ( +) 1104 110.0 110.0 110.0 110.0 110.0 110.0 120.0 120.0 80.0 80.0 90.0 90.0 00.0 90.0 90.0 60.0 1106 110.0 110.0 86.9 98.0 989 00.0 90.0 80.0 006 80.0 90.0 804 904 IM 80.0 1147. ( -) 180.0 144.0 120.0 120.0 1204 120.0 1189 114.3 112.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90,0 1686 144.0 120.0 102.9 1029 102.9 00.0 8 .0 80.0 906 90.0 906 009 990 90.0 110.0 1104 1106 88.8 846 100.0 120.0 111.3 92.7 82.1 180.0 1204 120.0 102.9 80.0 80.0 70.4 69.0 84.6 906 87.0 83.7 70.4 69.0 84.8 906 57.0 53.7 80.0 904 90.0 90.0 90.0 90.0 90.0 904 90,0 90.0 90.0 90.0 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT 9040068 R✓OE8 10 819:519 7 9861 12 709 11191911A1198 061185 908009 95TH 24' 30' 38' 42' 48' 04 5r 80' 83' MASS TYPE '2A' E T. (+) 167. ( -) 110.0 181.0 24' 30 ' 38" 42' 48' 54 8r 24' 30' 38' 42" 48' 24' 30' 38' 42' 48' 24' 30' 38" 42' 24' 30' 38' 24' 30 38' 24' 30' 24' 24' 24' 0159. HEIGHT 54' 60' 68' 72' 78' 84' 98 ' 108' 120' 132' 144' 109.7 93.8 81.7 74.2 71.8 67.6 64.0 60.6 110.0 989 81.7 72.1 80.0 946 61.2 110.0 869 72.7 636 80.6 110.0 816 84.7 83.7 110.0 74.6 814 49.8 110.0 89.8 51.8 94.1 81.8 418 746 58.9 832 48.8 109.7 93.8 81.7 74.2 71.5 676 646 80.8 120.0 88.8 81.7 72.1 89.0 646 61.2 120.0 68.9 72.7 836 80.5 1114 81.8 84.7 552 03.7 1146 746 814 49.8 120.0 899 51.9 94.1 61.8 45.8 74.8 59.0 632 496 43.8 GLASS TYPE '24' OCT. ( +) 1NT. ( -) 110.0 184.3 110.0 110.0 95.9 90.0 80.0 80.0 80.0 80.0 110.0 110.0 110.0 906 80.0 604 75.8 110.0 110.0 900.0 00.0 006 110.0 1104 50.0 90.0 90.0 110.0 110.0 90.0 90.0 110.0 006 90.0 110.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 120.0 120.0 102.9 00.0 80.0 80.0 80.0 80.0 120.0 1206 114.3 00.0 80.0 80.0 75.8 120.0 1206 80.0 004 90.0 120.0 120.0 00.0 00.0 90.0 1206 1169 00.0 00.0 120.0 90.0 90.0 120.0 90.0 80.0 00.0 90.0 909 90.0 900 1/8' TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS • .090 SABLE% PVB BY 'SO LUTI� • ` • • • • • • • • INTERLAYERS f .078 VANCEVA STORMOL SS T 'SpLU1 • • • • • • .090 SENTRYCLAS PLUS 51 ' U • 1/8" TEMP. GLASS • • • • • • SO m FAa • NAL SILICONE ALL GLASS TYPES 06 -1200 DOW 995 00V 899 •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • ••• •- NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 9.32 Sp. FT. +110, -120 PSF = 16.2 S0. FT. +90, -90 PSF = 24.0 S0. FT. WINDOW LENGTH EROr. OR. HUMAY9U1{ 946000 MIXTURES CAR s WOW. WIDTH tlBffr WIDTH AND LENGTH DIMENSIONS CAN DE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE NOTE: GLASS CAPACRIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). a 3 y W drawing 999 -10 no. (sheet 8 of 12 ) SEALANT SEALANT 2 -1 /Y MIN. INSTALLATION TYPE '1' TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES /USING WOOQ INSTALLATION TYPE '3' TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEEP 9 FOR DESCRIPTION lYPICAL ANCHORS SEE ELEV. FOR SPADING SEE SHEET 9 FOR DESCRIPTION e v •o v SUCK INSTALLATION BY OTHERS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTAL CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL INSTALLATION OFT& ON ALL FOUR SIDES /USING WOOQ WOOD BUCK TYPE '1' MAIE®8Ia PRESSURE TREATED 1 3/9' WOOD BUCK TYPE '3' IdAIEB U PRESSURE TREATED •• ••• • • ALUM CANE-• • • • • • ••• • 3/4 X 1 X 3/4 K 1/9 • • • • • • • • 2 -1/2' LONG • • se. • • • • • AT ANCHOR LOCATIONS SEALANT INSTAL INSTALLATION TYPF '4' TYPICAL INSTAL LATION DETAIL, ON AU. FOUR SIDES /USING WOOD • • • • •• ••• • • • • • • • • • • ALT. t1RCHOO • LQCRIION• i i i WPM £HEAR CLIP • • • ••• • • • • • • • • • • • • ••• • • • • • • • • •• • •• • • ••• • • • • • • LOTION TYPE '2' WOOD BUCK TYPE '2' -- MAMEIAI• PRESSURE TREATED /F(PICAL IT15T�LLATH3N- -DET�u - FOUR 51DES/USINO WOOD • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS e WS MGL X 2 1/ Er Nat WOOD BUCK TYPF '4' bgg51 L: PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 4180:1011 22 METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Lto 7 � 1 1 1 drawing no. W99 - 10 JS (sheet 7 or 12) • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .•• • • • • 2 —I/3' MIN. 3 -1/3' MIN. INSTAUATION TYPE '1' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INSTALLATION CONDITIONS EQUAL LEG FAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 • •• • ••• • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL Arlon • • • • • • • • SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION WOOD BUCK TYPE '1' MATFRIAI • PRESSURE TREATED 1 3/9' INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR WOES/USING WOOQ 1 3/9' INSTALLATION TYPE '2' W000 BUCK TYPF '9' ATE&&. PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON All FOUR SIDES /USING WOOQ JNSTALLATION TYPE '4' •• • • • • • •• • • • • • TYPICAL ANCHORS SPACING SEE ELEV. SEE SHEET 9 FOR DESCRIPTION TYPICAL INSTALLATION DETAIL ON ALL FOUR SIOFS /USING WOOQ • X e L/e' WOOD BUCK TYPF '4' AMA: PRESSURE TREATED • • • • • • ••• •• 4UV 01 2000 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TQ METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TQ APPROVED MULLION " Ppa'f1k41a uss4sssis overuses FUL PE a 0037 Po eoolvPying vRlN 0sa Mori& CAN. 538 Ettd4:;: Cel byes •r 4E4T/1c • / J./ T$ g n g 6 5 � ffillyj 1 drawing no. W99 -10 sheet $ or121 PERFORMANCE VALVES OF INSTALLATION ANCHORS REFER TO SHEET 7 • 8 FOR DETAILS ANCHORS ANCHORS R1TH0UT WITH WINDOW DIMS. SHEAR CLIP SHEAR CLIP UT. ( +) EXT. ( +) WIDTH HEIGHT INT. ( -) INT. ( -) 18 -1/8 198.0 185.0 28 -1/2" 198.0 195.0 37 1 V 195.0 195.0 53 -1/8" 1980 178.7 19 -1/8" 195.0 185.0 28 -1/2' 38 -3 /8 195,0 195.0 37" 188.0 188.0 53 -1/8 198.0 141.5 19 -1/8 19 &0 198.0 28 -1/2 50 -5/8 198.0 188.1 37" 195.0 155.1 53 -1/8" 184.1 130.9 19 -1/8" 0 195.0 180.4 28 -1/2" 195.0 139.8 37' 157.4 111.9 53 -1/8 133.0 95.2 19 -1/8" 195.0 188.2 28 -1/2" 74 -1/4" 195.0 142.5 157.1 111.7 37" 53 -1/8 127.8 90.8 ANCHORS W/0 SHEAR CLIP 3ICH0R8 WITH BHRAR CLIP ,}ow. W@TH WINDOW LENGTH WIDTH AND LENGTH DIMENSION CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. • • • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • 00• • • • • ••• • •• • ••• • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • ••• • • • • • • •• ••• •• • • • • • • • • • •• • • • • • • • • TYPICAL ANCHORS( SEE ELEV. FOR SPACING 1 /4" OIA. KWIK -Cf1N B BY 'HILTI' (Fu.183 ESL Fy.157 Ifs) j /4" fl .. ULTRACON BY 'ELCO' (Fu ■177 K91, Fy.185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU BY1 BUORS UR-MASON4Y -, -1/4° McMBED INTO CONC OR MASONRY\ DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRIWM,9 SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL ; 12 GA. MIN. (Fy 38 KSI MIN.) ALUMINUM ; 1/8 THK. MIN. (8083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE ® 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE Po - 3000 PSI MIN. MASONRY fm - 1500 PSI MIN. En4r. DR. Y UN Mar FL A. I[ 16587 PS000CT REVISED A86E619178:9 •EW 15* 15sildr SittiLIA 003 IL7GC7pp:a^� IVr ~ ic 3 1 V 1-P W g in drawing no. W99 -10 (sheet 9 of 1 4 ) PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SHEETS 7 & 8 FOR DETAILS WINDOW DWI. 910711 24 30' 38' 42 48' 84 87 60 03 66" 69' 72" 78' 78 81 84 87' 24" 30' 38' 42' 48" 84 57' 60' 83 68° 69' 72 78" 78' 81 84° 87 24' 30' 36 42 48 64' 87' 80° 83 88' 89' 72' 78' 78 81' 84 87 HEIGHT 38" 42 48 ANCHORS 1178007 MBAR CUP EXT. (4.) M. ( - 195.0 195.0 198.0 198.0 195.0 195.0 184.8 171.4 180.0 187.5 178.5 188.7 187.9 150.0 171.4 183.8 156.8 195.0 195.0 1930 195.0 195.0 187.0 171.4 188.2 148,9 171.4 160.7 151.3 142.9 136.3 154.3 146.9 140.3 195.0 195.0 195.0 198.0 195.0 180.0 183.8 150.0 138.0 180.7 190.0 140.6 132.4 125.0 142.1 135.0 128.8 ANCHORS WITH 86648 CUP EXT. ( +) M. ( - 195.0 195.0 198.0 180.0 170.7 142.2 131.3 121.9 113.8 133.3 125.5 118.5 112.3 106.7 121.9 118.4 111.3 192.0 170.7 180.0 188.7 166.7 133.0 121.9 112.5 104.5 121.9 114.3 107.8 101.6 98.2 109.7 104.5 99.7 195.0 1882 170.7 156.7 1800 128.0 118.4 108.7 985 114.3 106.7 100.0 94.1 88.9 101.1 98.0 91.4 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SHEETS 7 & 8 FOR DETAILS WINDOW DIMS. WIDTH 24' 30° 38 42° 48' 84 87 60' 83' 68' 89" 72' 75' 78' 81 84 87 24 30' 38' 42 48" 54" 87 60 63" 68' 69 72 78" 78' 81" 84 87 24" 30' 38' 42' 48 54' 87° 00' 63' 08 89 72' 78 78" 81 64" 87' HEIGHT 84 60 68` ANCHORS WITHOUT SHEAR CLIP EAT. (+) IN (-) 195.0 195.0 195.0 (87.0 180.0 177.8 180.0 140.0 133.3 183.8 142.9 133.3 125.0 117.6 133.3 128.3 120.0 198.0 192.0 171.4 158.2 1800 148.8 144.4 144.0 130.1 144.0 138.8 128.6 120.0 112.5 127.1 1200 113.7 195.0 195.0 187.5 171.4 180.7 133.9 151.6 144.0 130.6 1485 138.4 123.8 118.8 109.1 122.7 115.5 109.1 ANCHORS wn SHEAR CLIP EXT. ( +) IM. ( - 182.9 157.5 142.2 133.0 128.0 128.4 113.8 103.4 84.8 109.4 101.8 945 88.9 83.7 94.8 89.8 86.3 180.0 138.5 121.9 112.5 106.7 103.4 102.7 102.4 93.1 102.4 98.5 91.4 88.3 80.0 90,4 85.3 80.8 177.8 150.9 133.3 121.9 114.3 109.4 107.8 102.4 92.9 103.8 87.0 89.5 83.1 77.6 87.3 82.1 77.8 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SHEETS 7 & 8 FOR DETAILS WINDOW DA88. WROTH 24 30° 36" 42" 48 54" 87' 80' 83` 86' 69' 72' 78' 78' 81' 84' 87' 24' 30' 38' 42' 48' 84' 57' 60' 63' 86' 89' 72" 75' 78' 81" 24' 30 38" 42' 48' 54' 87" 60' 83 88 89' 72' 75' HEIGHT 72' 78 84' ANCHORS 91711007 SHEAR CLIP ENT. (4.) INT. ( -) 195.0 189.5 188.7 181.3 140.9 133.3 130.7 128.8 127.0 128.9 125.2 125.0 118.4 107.1 120.0 112.5 105.9 195.0 171.4 150.0 138.3 125.0 117.8 114.8 112.5 110.8 109.1 107.9 107.1 106.7 108.8 106.5 195.0 187.8 183.6 148.9 135.0 126.3 122.9 120.0 117.8 115.5 113.8 112.5 111.5 ANCHORS WITH SHEAR CUP EXT. ( +) INT. (-) 180.0 134.9 119.5 107.8 100.0 94.8 92.9 91.4 90.3 89.3 89.0 88.9 82.1 782 85.3 80.0 75.3 145.8 121.9 109.7 88.2 88.9 63.7 81.7 80.0 78.8 77.6 78.8 78.2 75.9 75.7 78.7 180.0 133.8 118.4 104.5 980 89.8 87.4 85.3 83.8 82.1 80.9 80.0 78.3 • . . . • • • • • •• •• • • • .. .. • • • • • • • • • • • • • • •.• • • • • • • • • • • • • ••• • • • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS • •• • • • • ITINdew pes • • • 91971 24' 30' 38' • 42 "• 98 . • 04° 87° 80' 83" 68' 24' 30' 38' 42' 48' 84" 87' 60' 24 30' 38 42 48 54" 24' 30 38' 42' 48' 24' 30' 38' 42 24' 3o. 38' • • HEOHT • • • • • • • 108 120' 132 144 186" •s82.0% SA� CIJT DX. (t) INS 192.9 180.0 • 13841 • 103.4 1 1 2 . 5 . • 1M.3• • 101.1 98,2 98.7 93.8 195.0 182.8 140,0 124,1 112.5 103.7 100.1 98.9 196.0 184.8 141.2 124.7 112.5 103.2 195.0 188.3 142.1 125.1 112.0 184.1 150.7 128.8 112.9 187.5 153.2 130.4 ▪ 05 (+) 137.1 113.8 •. • • • •• • .80.0 • - 8 •• 89.8 88.0 88.5 140.0 118.8 99.6 88.3 80.0 73.7 71.2 68.9 142.2 117.0 100.4 88.7 80.0 73.4 144.0 118.2 101.1 89.0 80.0 130.9 107.2 91.4 80.3 133.3 108.8 92.8 • • • • • • • • • • • •• • • • 41. WIDTH • 5 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERICAUY OR HORIZONTALLY AS SHOWN ABOVE INTERPOLATION BETWEEN SIZES ALLOWED. WINDOW LENGTH PRODUCT T6EV136.1 as ne04 1 on!, t1:6 T?arlda 112161c3 C6 REST No i Eliphsa s84.4G .5 /, •18 z ) 2 w W x 2 4 g N J� 8 r I k 1 g 1 drawing no. 999 -10 ) 41 _(sheet 10 0112) PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW 01118. WIDTH 24° 30" 38° 42 48" 60 63" 68" 68 72° 75" 78' 81 84° 87" 24 30" 38 42" 48" 84" 87 50' 63" 68 89' 72' 75 78" 81' 54 87" 24 30" 38° 42" 48" 54 Br 60" 83" ee" 69" 72' 75' 76 81 84' 8r MOST 38° 42 48" ANCHORS AT 17° 0,C. EXT. ( +) TNT. ( -) 198,0 195.0 198.0 176.0 187.7 158.4 144.4 134.1 128.2 140.7 138.0 130.4 123.5 117.3 134.1 128.0 122.4 1930 187.7 178.0 172.4 172.4 148.3 134.1 123.8 114.9 134.1 125.7 118.3 111.7 108.9 120.7 1149 109.7 195.0 1959 187.7 172.4 178.0 1409 129.0 117.3 108.3 1257 117.3 110.0 103.5 97.6 111.2 108.8 100.8 PERFORMANCE VALVES ALUM BUCK INSTALLATION ANCHORS ENDOW 01149. 1WOM 24" 30 36 42 48 84" 57' 60" 6 89' 72" 75' 78' 81" 84° 6r 24° 30 38` 42 48" 84 87' 60 83 66 s9• 72" 78" 78 81" 84" 8r 24° 30" 38' 42 48 84" 9r 60" 63 68 69 72 75 78" 81" 84° 8r HEIGHT 54 80 68° ANC10R5 AT 1r O.C. EXT. (4.) NT. ( -) 195.0 173.3 188.4 1453 140.8 138.1 125.2 113.8 104.3 120.3 111.7 104.3 97.8 92.0 104.3 98.8 93.9 178.0 150.2 134.1 123.8 117.3 113.8 112.9 112.6 102.4 112.8 108.3 1009 93.9 889 99.4 93.9 88.9 195.0 165.8 146.7 134.1 125.7 120.3 118.8 112.6 102.2 118.4 108.7 98.8 91.4 85.3 980 90.4 95.3 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS WINDOW 511, WIDTH 38 42 46" 84° 57' 80" 03° 88" 68" 72" 78° 78 81' 84 87° 24' 30 38 ". 42' 48' 54' 57" 60' 63" 85° s9° 72 75 78 81" 24" 30" 38" 42' 48' 54 57' 80" e3" 68" 69 72 78' HEIGHT 72' 78 84 ANCHORS AT 17 "0.C. EXT. ( +) D7T. ( -) 176.0 148.2 130.4 118.3 110.0 104.3 102.2 100.6 99.3 98,8 97.9 97.8 90.3 83.8 93.9 88.0 82.6 160.0 134.1 117.3 105,9 97.8 92.0 89.8 66.0 86.8 853 84.4 83.9 83.4 83.3 93.3 178.0 1489 128.0 114.9 108.8 98.9 88.1 93.9 92.0 90.4 69.0 58.0 87.2 69� INTERPOLATION BETWEEN SIZES ALLOWED. PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS 1117509 DBMS. WIDTH 24" 30" 38 42" 48 54 57° 66" 24 30 38 42" 48 54° sr s9• 24 30" 36' 42 48 54 24" 30° 38" 42 48 24' 30 38' 42' 24" 30" 38 HEIGHT 98" 108 120" 132 144" 158 ANCHORS AT I7 0.C. EXT. ( +) TNT, ( -) 150.9 128.2 108.3 99.5 88.0 61.6 79.0 78.9 74.8 73.1 184.0 127.2 109.8 97.1 88.0 81.1 78.3 75.8 158.4 128.7 110.4 970 880 80.7 158.4 130.0 111.2 97.9 88.0 144.0 117.9 100.8 88,3 146.7 119.8 102.0 • • •• • • • • ••• •• •. • • • •• •• • • • 9 • • • • • • • • • • •.• . • • • • • • • • • • 41....■44■••••• . • • ••• PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAIL ALUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 4 THRU 8 FOR VANOOW CAPOC(nES • • AKRON • • • • USE LOWIV AFPLN;ABIE VALUES. DDS. • AT 17" O.08 • • • • • • • • *pm M.) • • • • • • H f • • • • 1110111 • I • • • • • 19 -1 /r • • 198.0 8 • • • • 26 -1/2" 193.0 3 28° 7° 195.0 89 -1/8' 194.3 • •• f•• 19 -1/8 • . . J881 r • • • • 26 -1/2• Oat • rr • 83 -1/8' f 08.; • • • ••• 19 -1 /8' 195.0 28 -1/2 _ 198.0 37. 5 /8° 170.6 83 -1/8 "I 144.0 19 -1/8° 29 -1/2' 37' 53 -1/6° 19 -1/9" 26 -1/2' 37 53 -1/9 74 -1/4 1950 153.8 123.1 104.7 195.0 158.8 122.9 100.0 INSTALLATION TYPE 'S' 22Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL. ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM ALUMINUM BUCK 6083 -78 #14 SMS A7 6 FROM ENDS 17 O.C. MAX. AT HEAD /SILL/JAMB #14 SMS 1 -1/2 MIN. WOOD EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT HEAD /SILL/JAMB OPTIONAL COYER 6083-18 tor OR. KUYAVOUN TRW PBOBIJC'E 9.114 ' f3 STRUCTURES 6950ngbl5D 10 v$41 c ld0 ER00k16 R.A. FE i 18587 93Ri S4"t Coia CAN.3 P7 P12 u o h 8 J I P I T drawing no. • W 99 -10 (sheet 11 of 12.) PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW 01118. WIDTH 24' 30' 38 42' 45' 84' 87' ea' 83 88° 69' 72' 75' 78' 81' 84' 87' 24' 30" 38' 42' 48' 84' 87' so" 83' 88' 89" 72 75' 78' 81' 84' 87' 24' 30' 38' 42' 48' 84' 57' 80' 63' 88' e9' 72' 78 78' St' 84' 67' HEW 38' 42' 48" ANCHORS AT 17" 0.C., 81cc. (+) 91r. (-) 169.6 158.0 150.7 113.0 120.5 100.4 92.7 88.1 80.4 94.2 88.8 83.7 79.3 75.3 88.1 822 79.8 135.8 120.5 113.0 110.7 110.7 93.9 88.1 78.8 73.8 88.1 80.7 76.0 71.7 68.0 77.5 73.8 70.4 150.7 1319 120.5 110.7 113.0 90.4 82.2 75.3 89.5 . 80.7 78.3 70.8 88.5 82.8 71.4 87.8 84.8 ANCHORS AT 10" 0.C. 0(r. ( +) INT. ( -) 198.0 195.0 195.0 150.7 180.7 150.7 139.1 129.1 1409 131.8 124.1 117.2 128.9 1209 1149 123.3 117.9 180.8 180.7 180.7 147.8 1438 1409 129.1 119.2 129.1 120.5 113.0 108.4 114.5 1088 103.3 110.7 105.7 188.3 184.4 150.7 143.5 141.3 135.8 123.3 113.0 121.7 113.0 105.5 989 108.4 100.4 95.2 101.7 98.9 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDOW DIMS. WIDTH 24' 30' 36° 4r 48' 84' 57' 80' 83' 68' 69' 72' 75' 78' 81' 84 87' 24' 30' 38' 42' 48' 54 57' 80' e3° 88' 69' 72' 78' 78' 81 84 87' 24' 30' 38' 42' 48' 54 57' 60' 83' 68' 89 72' 75' 78' 81' 84 87' HECHT 54 60' es' ANCHORS AT 17' 0.0. EXT. ( +) INT ( -) 129.1 111.3 100.4 93.9 80.4 89.3 80.4 73.1 67.0 77.3 71.7 87.0 82.6 59.1 87.0 83.4 80.3 113.0 88.4 88.1 799 75.3 73.1 729 72.3 08.7 72.3 698 84.6 80.3 598 839 80.3 67.1 125.6 108.4 94.2 88.1 80.7 77.3 78.1 72.3 85.8 74.7 685 63.2 58.7 54.8 61.8 58.0 84.8 ANCHORS A1' 10' O.C. EXT. ( +) INT. (-) 183.7 186.9 150.7 140.9 138.6 133.9 120.5 109.8 117.2 1082 100.4 93.7 100.4 949 89.3 95.2 90.4 1699 144.8 128.1 1192 113.0 109.8 108.8 108.5 108.5 1089 97.4 90.4 99.4 90.4 85.1 00.4 85.8 178.8 1489 131.8 120.8 113.0 108.2 106.8 105.5 104.8 104.8 98.9 889 93.9 87.7 82.2 87.0 822 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS 929000 DIMS. 410114 24' 30• 36' 42' 46' 54' 57' 60' or 68 69' 72' 75' 78' 81' 64' 87' 24 30' 38' 42' 48' 54' 87' 60' 83' 88' 89' 72' 78' 78' 81 24' 30' 38" 42' 48' 84' 57' 80' 83' 68' 69' 72' 78" HEIGHT 72' 78 84' ANCHORS AT 17' 0.0. Err. ( +) INr. ( -) 113.0 99.2 83.7 76.0 70.6 67.0 98.6 84.8 83.8 83.2 62.9 57.9 539 80.3 889 53.2 102.7 88.1 78.3 83.0 629 59.1 87.7 88.5 55.8 54.8 54.2 53.8 83.8 83.8 83.5 113.0 94.3 82.2 73.8 87.8 83.4 81.7 80.3 89.0 58.0 672 58.5 86.0 ANCHORS AT 10 0.0. ext. ( +) INT. ( -) 158.2 133.2 117.2 106.4 98.9 93.7 91.9 90.4 89.3 88.5 88.0 87.9 67.9 88.1 80.4 84.8 79.8 164.4 1379 120.8 1089 100.4 94.5 92.3 90.4 88.9 87.7 88.7 88.1 85.7 85.8 79.5 169.5 1418 123.3 110.7 101.7 95.2 92.8 00.4 58.8 07.0 85.8 84.8 84.0 INIE INTERPOIATION BETWEEN SIZES ALLOWED. • • ••• • • • ... •• •. • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • .•• PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS WINDO mum: 24' • 30" 38" 42' 48' 54' 57' 80' 83' 66• AN050118 ANC82 •A� 17° ■0.C � L 1 0' • C •-- 4) ( +� - IM. (-) •. ( -) • •85.9 • 161.♦ • 6 80.4 •• 33.9 . 89.5 115.9 24' 30' 38" 42' 48' 54' 57' 60' 24" 30' 39' 42' 48' 84' 24' 30' 38' 42' 48' 24' 30' 39' 42' 24' 30' 38' 481118. • NSI� 9% • • • • 108' 120' 132' 144' 169• 82.0 103.3 ■8849 • 94.2! • • • '• • 804.0•• •49.• • (62.0 • •43.T • 80.1 47.0 78.3 98.9 51.7 70.3 82.3 58.5 52.1 50.3 48.7 100.4 82.7 70,9 62.8 86.5 51.8 101.7 83.4 71.4 82.8 58.5 828 78.7 64.8 58.7 94.2 78.9 88.8 185.4 128.3 110.5 98.0 889 81.6 79.0 789 150.7 124.0 108.4 93.9 84.8 77.8 148.9 1208 103.1 90.7 81.6 154.1 126.1 107.8 949 150.7 123.1 104.8 • • • ALUMINUM BUCK FRAMING DETAIL REFER To SHEETS 4 THRU 6 FOR 9140011 CAPACITIES USE LOWER APPLICABLE VALUES. • • • • PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS OOW • • • worm Soo* I tiff 28 -1/2' 37 53 -1/8' •If1 /BM a8-1ft 37' 53..1 1 2 . 1/8 I 28 -1/2' 37' 83 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 29 -1/2' 37 53 -1/8' MP • • • 28' • 13 50 -5/8 63' 74 -1/4' ANCHORS AT 17 0.0. EXT. ( +) Orr. (-) 195.0 185.4 158.9 1249 177.2 146.9 132.8 100.0 1689 131.4 109.5 92.9 127.4 98.7 78.1 87.2 1319 100.7 78.9 64.2 ANCHORS 4T 10" 0.0. OCT. ( +) INT. (-) 195.0 198.0 198.0 1872 195.0 1959 177.0 149.9 195.0 184.3 138.9 127.0 195.0 172.8 138.4 117.7 198.0 191.1 126.2 1029 INSTALLATION 'TYPE '6' • 2008 #14 5MS AT 8 FROM ENDS 17' 0.0. MAX. AT HEAD/SILL/JAMB ' 1 /4' DIA. KN1K- 00N /ULTRACON ., 1- /4° MIN. CONC. EMBED 1 - 3/4 ° MIN. PILED BLOCK EMBED AT 8' FROM ENDS AND 17" 0.0. MAO. (10' 0.C. ALL) AT NEAO /SILL/JAMB TYPICAL INSTALLATION DETAIL, ON ALL FOUR SI DES/ 1SI ALUMINUM BUCK SY STEM W ' 8 T PRODUCT NRVISED 888 FL1. PE 17 as coroPIYI'¢ wihtha nor* 1133303 Ca .9 elasN43103 NO Mispiradas -" Z z vg b PAO drawing no. (sheet 12,of 12) MIAMIDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 N. W. 25 Street Miami, Fl. 33172 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The.entation submitted has been reviewed by Miami -Dade County Product Control Division and acceptor. • • •. by the 1 lard of $uleraud Appeals (BORA) to be used in Miami Dade County and other areas where allowed by '. the Authority Having J;risdiction (AHJ). • • This NOA shall '14 valid after the expiration date stated below. The Miami Dade County Product Control • Division (Ip Miapti•l1e County) and/or the AHJ (in areas other than Miami Dade County) this product of Mdterial tested for quality assurance may) reserve the right to • the addept� matulCr "the manufacturer will incur the expense H this product or material fails to perform in • • revoke, acidify, or • • d the use of such xpense of such testing and the AHJ may immediately .. product or material within their jurisdiction. BORA reserves the right • to rey oh this accppjzg1, if it is determined by Miami -Dade County Product Control Division that this product or • • =Miff fells to meetate requirements of the applicable building code. This is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Outswing Aluminum Door w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W911-01, titled "Series 450 Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al Farooq Corporation, dated 10/20 /97 and last revised on July 14, 2009, signed and sealed by Arshad Viqar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See sheets 6 & 7 for unit sizes, anchors and design pressure ratings 2. For mulled units lower design pressure of doors or mullion shall control. 3. lx or 2x bucks to be properly secured to transfer the imposed loads. 4. Doors with saddle threshold (SS) is not approved for water rating. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA hail 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 # 06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 09 -0723.04 Expiration Date: November 09, 2011 Approval Date: September 23, 2009 Page 1 • • • • • • • • • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 06- 0127.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/20/97 and last revised on July 14, 2009, signed and sealed by Arshad Viqar, P.E. B. TESTS (transferred from file # 06- 0127.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. • Test report on 1) Air Infiltration Test, per PA 202 -94 •' • • • 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 • • • • • Along y;i. manufacturer's parts and section drawing marked -up drawings of an • • S. a lumiluuia Jfi/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test • Reportie,HTL -97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, :. • • 3, 4 tAS't0d itJer PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed anasealed by Timothy S. Marshall, P.E. e•••• 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04 /01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification calculations , complying w/ FBC 2007, prepared by Al- Farooq Corporation, dated July 14, 2009, signed and sealed by Arshad Vigar P.E. 2. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0127.13 issued to Solutia, Inc. for "Solutia Interlayers for laminated glass", expiring on 04/04/2014. STATEMENTS 1. Statement letter of conformance and "no financial interest ", dated July 06, 2009, prepared by Al- Farooq Corporation, signed by Arshad Viqar, P.E. 2. Letter of lab compliance, part of the above test reports. OTHER 1. This NOA revises # 06- 0127.02, expiring Nov. 09, 2011. 2. Test proposal # 09 -0033, approved on 05/09/97. E. F. G. • •••• • • • • 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • • • • 3) Water Resistance Test, per PA 202 -94. • • • • 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 ▪ • • • • • 5) Large Missile Impact Test per SFBC and PA201 -94 E -1 1561 1.LL L Ishaq L Chanda, P.E. Product Control Examiner NOA No. 09- 0723.04 Expiration Date: November 09, 2011 Approval Date: September 23, 2009 A TYPICAL ELEVATIONS STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 & 7, MULTIPLE SIDELI TES AVAILABLE H -0 H -0 PANEL WIDTH 24' 30' 36' 42' D.L. OPG. WIDTH le -7/e' 19 -7/8' ea 7/8' 30 -7/8' PANEL HEIGHT 8 84' 90' 96' 108' D.L. OPG, HEIGHT 66 -1/2' 70 -1/2' 76 - 1/2' 82 -1/2' 94 -1/2' • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • •• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • •. • • • • • • • • • • • • • • • • • • • • •. • TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. • :NCHQRS •TO BE AT 6" FROM CORNERS :1AX. : PA�ING 24' 0.C. AT HEAD & SILL. • • • • 11-1/16" FRAME WIDTH FRAME HEIGHT = PANEL HEIGHT + 1,750 FRAME WIDTH n PANEL WIDTH + 2.750 revisions: s 11.21.01 11,if.20 c Os0903 0 19.1603 E 1116.2 F 01,1000 IIN61�1A LEGEND -0 - OUTSWING DOOR DETAIL C - ITEM DESCRIPTION (see sheet 2 of 7) CHART RN. PER 40104 6 - 1300 04 10041 M% IWOO RN. 01693 rn awes 1163 mar 01E4406 1163 9041860 REF MR EOM c•asses WIRED FOR 22007 01 etw.VDUCT REVISED es c0mplye's •W Ite Florida 8111dhe Cods °r&9 Wit Aviglitsse No Di 2OI Gy W98 -01 • CG\ WINDOWS d6 DOORS 10100 northwest 25 street miami, IoridD 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 I sheet 1 of 7 HINGE LOCATIONS MAX. DOOR HEIGHT NO. REOD. MAX. SPACING UPTO 90 -3/4' 3 35 I/8' ABOVE 90 -3/4• 4 30 1/8' TYPICAL ELEVATIONS TRUE HORIZONTAL MUNTIN (1 OR MORE PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HARDWARE DESCRIPTION •• • • • • • • • • • • • 3/16' ANN. GLASS 3/18' H.S. CLASS z e r 0L w • • • • 30216' •NN. •LAS! • • • • • • • • ; ••• w • •• • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • ••• • • . • 116° Hi GGI:SS • • . • GE -1200 SILICONE — 0E -1200 SWCOI4E GLASS TYPE 13A ' GLASS TYPE 13B TYPICAL GLAZING DETAILS I/8' OR 1/4' TEMP. GLASS AIR SPACE 3/16 ANN. GLASS 090 P!8 LAYER SAPLEX BY SOLUTN 3/16' ANN. GLASS \ N n N 4 r "3-1/1 GLASS TYPE 13C 91onucr REVISED eomieYLa9 with the NOW asidlug Coda ilb•••mmea No ImpIraties Deb LEGEND _ -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) W98 -01 CG► WINDOWS Be DOORS 1010D northwest 25 street miami, florid° 23172 product : Series 450 Outswing Doors & Sidelitee dote : 10 - 20 - 97 sheet 1.1 of 7 1 13 1 14 1 15 16 17 1 113A1 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS • •42 PCS•) 3'46" TH AN N! • GLASS AND .090" SAFLEX INTERLAYER • • • • •• • • • • • • • • • • • • • • � [ :: /2" • IA MII'ALa(.466:AC1IJPI) HEAT STREN'D LAMINATED GLASS • •(2 PC THR ”I.S. AND .090" SAFLEX INTERLAYER 13C Erwin MSHA0 iia a CML rtA�E i878 788 53 C.A.N. •• 1" NOMINAL j.96g INSUL. ANN. LAMINATED GLASS • /S' iEI■P.•G�A9�S (O!IBOARD), 3/8" AIR SPACE AND • (•2't'C�`.) :3 1� :HK. ANt. GLASS AND .090" SAFLEX INTERLAYER •• DR• • • • ••• •• 1" NOMINAL. (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER JUL 1 4 2009 GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE I1F1 5 ) 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER. 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE 7E1 PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 507, 508, 509, 510 & 511 ALL EXTRUSIONS ARE 6063 —T6, f`ROBUCT REVISED as eapplying with **Flom. BwWBgcode Aeroplane No r.o..oy Ezphaligs Dols ick 11 W98 -01 EL WINOOWffi 9e DOORS 10100 northwest 25 street miomi, fla ids 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 1 sheet 2 of 7 BILL OF MATERIALS ITEM U 12A 28 ZC 3 r n I u 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA, JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ® CENTER OF PAIRS SPACED 6" O.C. Sc 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" Sc 7" FROM ENDS Sc 24" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM 10p REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM # .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) HAGER 4 1/2" X 4" SOLID BRASS (OR S /S) HINGE SECURED WITH (8) #12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 3032) • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • ••• SEALANT TYPICAL n DIA, ULTRACON ® 6" FROM ENOS I S - - NO 24" O.C. (INTERMEDIA ANC .RS) (SEE +- -1844 TYPICAL TYPICAL 1/4" DIA. ULTRACONI SEE SHEET 6 2X4 PT WOOD TYPICAL JAMB ANCHOR 1/4" DIA, ULTRACON 0 8" FROM ENDS AND 20 0.C. (SEE SHEET 6) 1 -1 • MIN. EM000 2X4 PT WOOD • •• • ••• • • • • • • • • •• • • • • •• • • • • • • • • • • 1 AT WQOLI • • • • • ': • • • • • 1/4• 6A X, 0141M • • j • •• • � •<i • • " • • • •50 2 INTERIOR EXTERIOR 4.892 1X4 PT WOOD 2A OPTIONAL SQUARE GLAZING 2.082 TYPICAL #12 SCREWS 3/ END 1/4° DIA. ULTRACON 0 8 FROM ENDS AND 24 0.c. (INTERMEDIATE ANCHORS) 5 NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON o a SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. o v o a .679 E"qr. ARSHAD HOAR CIVIL FLA. PE J 38883 C.AN. 3938 JUL 1 4 2009 • • • • • • •• • •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • . • • • • • • • • • • •• • • • • • • • •• 4.812 EXTERIOR FRAME WIDTH PMODUCT REVISED iupinda. DwsR .urve t/foi/ Mid DWPAPIslemile Mir 2B 2C 502 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 375 141 13 OUT SWING DOOR OR © TOP & BOTTOM OF INACTIVE PANEL 16 W98 -01 0 CG\ WINDOWS de DOORS 10100 northwest 25 street miomi, Rorida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20-97 sheet 3 of 7 SWEEP a 4.812 EXTERIOR CP SEALANT SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH 11 DOOR FRAME WIDTH 2.878 1.250 MULLION THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE THRESHOLD 1/4" DIA. ULTRACON ® 6" FROM ENDS & 24" 0.C. SMALL SIDELITE STILE (EXT. 503) • AT SIDELITES 1' -6' WIDE OR SMALLER. YOla • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • •• • • • •• • 1 XI, iji WOOD • • • • • • •• •• • • • • • • • • • • • • • • • ••• •• • • • • • • •• REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS . so 408810_ no WO lb IWO* il 8spbratiost Ms kS to. 9 ...k... warm • • 1/4" DIA. ULTRACON 6" FROM ENDS & 20" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 W98 -01 CG\ WINDOWS de DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 j sheet 4 of 7 #10 X 1" PH -PH SMS S/S (2 PER ® CLIP) .675 4.812 SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH • • • •• • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • •• • • • •• ••• •• • • , • • • • • • M ULt I O 1 • • • • ••• • • 511 „• 511 Engr: ARSHM VIOAR CAL FL. wc U56883 CAN. 353[1 JUL 1 4 2009 4.812 SEALANT PRODUCTmENID as eeSwt9.4 et**. Florida, Addax Code • X, O hba 675 L REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS W98 -01 cm. WINDOWS Fe DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 j sheet 5 of 7 PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS LAMINATED GLASS NOMINAL DIMS. OUT -SWING MULLION LOAD CAPACITY P8F DESIGN LOAD CAPACTY-PSF PANEL VIDTH PANEL HEIGHT ANN. LAM. GLASS (TYPE 13A) H.S. L.M. GLASS (TYPE 138) EXT. INT. EXT, INT. 2/0 2/6 3/0 3/6 6/8 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 87.1 87.1 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.0 100.0 100.0 110.0 110.0 100. 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 82.6 82.6 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 76.8 76.8 100.0 102.9 110.0 2/0 2/6 3/0 8/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 2/0 2/6 3/0 9/0 1000 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 96.6 100.0 100.0 100.0 100.0 80.5 LOADS SHOWN ABOVE ARE FOR 000RS USING THRESHOLD ■ WHERE WATER NFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD 1D IN ANY CONDITION. PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULA't TED gfAZS ••: •• •• NOMINAL DIMS. • • • • • • •Oi7 • • •• T-SI -SING • • • • • • *DEMO LOAD: WACIT •: • • • PANEL WIDTH PANEL HEIGHT INBUL. ANN. LAM. CUSS (TYPE 13C) EXT. INT. 2/0 2/6 3/0 3 6/8 VAli • • • •• 81111•• •• • • • • %0.0 ••• • • • • • • • • • 80$ • • • ! • • • • • Sn • • 080.0 • • • • •8018•• •• 2/0 2/6 3/0 7/0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/6 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 LOADS SHOWN OVE ARE FOR DOORS USING THRESHOLD 1 1 WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD OD IN ANY CONDITION. • • • • CAPACITY FOR Engr. ARSHAD VINW CN1L / PIA. PE 3 38863 CAN. 3838 PANEL WIDTH PANEL WIDTH PANEL WIDTH drowing no. W98 -01 (sheet 6 of 7) OUTSNING OUTSIMNG (SADDLE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) • • •• • • • • ••• •• .• • • • •• •• • . • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• /k89UCt MCYD fraidtvIssis THESE CHARTS CAN BE USED TO CHECK SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2007 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION..R 4 I EMENNTS BASED ON PROVISIONS OF F8C. 3. SELECT A DOOR SYSTEM OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MULLKIN CAPACITY. MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS DESIGN LOAD CAPACTY-PSE • • 4 • 1 NOMINAL IIMB • • • • • • � S3IGN LOAD CAPACTY • • • MI Ili -PSF TYPE 'C' TYPE 'B' • • • TYP C • • s PANEL WIDTH PANEL HEIGHT CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 2 ANCHORS IUi ! TE RIOM 4 ASYCARS PANEL W113714 • 2/0 2/6 3/0 A6 S"ANEL • 1GH'� 6/8 • _ t• 01451.22 OF CHORD 88.2 %LIIS7 S *4 110.0 CLUSTER OF 6 ANCHORS 110.0 CLUSTER OF 2 ANCHORS 110.0 CLUSTER OF 4 ANCHORS 110.0 2/0 2/6 3/0 3/6 6/6 88.3 110.0 110.0 110.0 110.0 70.8 110.0 110.0 100.3 110.0 70.8 110.0 110.0 100.3 110.0 58.8 110.0 110.0 838 1100 588 110.0 110.0 93.8 110.0 50.4 100.8 110.0 71.7 live • 4584.04 • • 1Edk 2110.0 110.0 110.0 71.7 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 84.0 1100 110.0 110.0 TV ; 67.2 110.0 110.0 955 110.0♦ : i lg 110.0 855 110.0 98.0 110.0 110.0 79.8 4 • *1c1 1 • 1 4 ' ;II - i • • • 1 • • • • 110.0 110.0 79.0 110.0 48.0 98.0 110.0 892 110.0 48.0 88.0 110.0 88.2 110.0 2/0 2/6 3/0 3/6 7/6 78.4 110.0 110.0 110.0 110.0 2/0 2/6 3/0 1/6 7/6 7&4 110.0 110.0 110.0 110.0 82.7 110.0 110.0 89.2 110.0 927 110.0 110.0 892 110.0 52.3 104.5 110.0 74.3 110.0 52.3 104.5 110.0 74.3 110.0 449 88.6 110.0 617 110,0 44.8 89.8 110,0 03.7 1100 2/0 2/6 3/0 8/0 73.5 110.0 110.0 1045 110.0 2/0 2/6 3/0 6/0 73.5 110.0 110.0 104.5 110.0 589 110.0 110.0 618 1101 58.8 110.0 110,0 83.8 110.0 49.0 98.0 110.0 89.7 110.0 49.0 989 110.0 89.7 110,0 2/0 2/6 3/0 9/0 85.3 110.0 110.0 92.9 110.0 2/0 2/6 3/0 9/0 89.3 1109 110.0 92.9 1101 52.3 104.5 110.0 74.3 110.0 52.3 1045 110.0 74.3 110.0 431 87.1 110.0 619 110.0 439 87.1 108.9 81.9 110.0 SINGLE DOOR OR SDELITE 6" 24" MAX. PANEL WIDTH PANEL WIDTH MTG. STILE ANCHOR5 3' MN. TYP. 1 , ANCHOR SPA0N0 ( II111 1 I DOUBL DOOR PANEL WIDTH, PANEL WIDTH FOR SIDEUTE AVG. PANEL WIDTH DOOR PANEL + FIXED PANEL 2 1 • • ••• • •• •• • • • • • • • • • • • • •,• • • • • • • • • •• • 1 rIODUGT REVISCD • 414• Se F1ed& Cede Atafoteet expbadas Deoeit STEPS TO USE CHARTS■ 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WINO LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 8. TYPE 'B'- • • ••• •• •• • • • • • • • • • • • • • ••• ANCHQRS: 1/4" DIA, ULTRACON BY 'ELCO' (Fu 081, Fy =195 001) INTO WOOD STRUCTURES 1 -3 /6" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE m 1" MIN. TYPE 'C'- 1 /4" DIA UI TRACON BY 'ELCO' (Fum177 K51, Fy.185 X51) DIRECTLY INTO CONC. AT SILL 1 - 3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE re m 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm ® 2000 PSI MIN. Engr: 46301.00 WWI CNM. FLA. PE 0 38883 CAN. 3538 1 1 8 drawing no W98 - 01 m (sheet 7 of 7 i t / / / SINGLE DOOR OR SDELITE 6" 24" MAX. PANEL WIDTH PANEL WIDTH MTG. STILE ANCHOR5 3' MN. TYP. 1 , ANCHOR SPA0N0 ( II111 1 I DOUBL DOOR PANEL WIDTH, PANEL WIDTH FOR SIDEUTE AVG. PANEL WIDTH DOOR PANEL + FIXED PANEL 2 1 • • ••• • •• •• • • • • • • • • • • • • •,• • • • • • • • • •• • 1 rIODUGT REVISCD • 414• Se F1ed& Cede Atafoteet expbadas Deoeit STEPS TO USE CHARTS■ 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WINO LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 8. TYPE 'B'- • • ••• •• •• • • • • • • • • • • • • • ••• ANCHQRS: 1/4" DIA, ULTRACON BY 'ELCO' (Fu 081, Fy =195 001) INTO WOOD STRUCTURES 1 -3 /6" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE m 1" MIN. TYPE 'C'- 1 /4" DIA UI TRACON BY 'ELCO' (Fum177 K51, Fy.185 X51) DIRECTLY INTO CONC. AT SILL 1 - 3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE re m 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm ® 2000 PSI MIN. Engr: 46301.00 WWI CNM. FLA. PE 0 38883 CAN. 3538 1 1 8 drawing no W98 - 01 m (sheet 7 of 7 • • •• • • • • • • • • • • • • ••• • ••• •• • • •• • • • • • ••• •• 2 X 2 X 1/4 ALUM ANGLE Engr. Ak$HAU w@pft CMS P7A PE 93 B 38883 CAN. 38 JUL 1 4 2009 #12 SCREWS 2/ LEG SILL CORNER DETAIL drawing no. W98 -01 (sheet 7.1of 7_J HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL L HILL CORNER DETAIL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • •• • • • •• • • • #12 SCREWS lk 3/ END YkOOucT RtVIBQD Acceptant NoC. Dw II ,mac at IWO • •• • • • • • UF* • MIAMI. COUNTY BUILDING : .: I? COMPLIANCE OFFICE (BCCO) PRODUCT C ` OL DIVISION NOTICE OF ACCEPTANCE (NOA Armor Screen. Corporation 2001 -A North Congress Ave. Riviera Beach, FL 33404 MISSILE IMPACT RATING: Large and Small Missile Impact I I / 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGL1 R STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www miam 1dade oy SCOPE: Ott Wi • This N ••• ing issued binder the applicable rules and regulations governing the use of construction materials. • • 'Pip documentation sttl�mitte�l has been reviewed by Miami -Dade County. product Control Division and accepted • .. J]y the Bd3t'd8f Rulesand Appeals (BORA) to be used in Miami Dade County and other areas where allowed b . the Authority Having•Jttction (AHJ). by .• •• • •. •. NOA No. 08- 1008.03 Expiration Date :.01 /07/2014 Approval Date: 11/13/2008 Page I DESCRIPTION: "Armor Screen Series 2000" Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing „ g No. AS -001, titled "Armor Screen Series 2000 Flexible Wind Abatement/ Impact Protection System ", sheets 1 through h 8 of 8, prepay si ed and revision dated November 25, 2003, bearin the ' � � by Thomas M. Kelaher, P.E., last Noti o o Ac g Miami-Dade County Product Control Renewal stamp with the ceptance number and the expiration date by the Miami Dade County Product Control Division. LABELING: Each screen shall. bear a permanent label with the manufacturers name f state ollowing statement "Miami Dade County Product Control Approved ", unless o erwis no he ree i n and the RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur alter 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 automaticall t with any section of this.NOA shall be cause for 3' ernivate this NOA. Failure to comply .ADVERTISEMENT, termination and removal of NOA. The NOA number preceded by the words Miami -Dade '' ade Coun Florida, the expiration date may be displayed in advertising literature. If an and followed by be done in its entirety. y portion of the NOA is displayed, the it t shall INSPECTION: A copy of this entire NOA shall be and NS E available for ' provided to the user by the manufacturer or its distributors inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0424.04 and consists of this page 1,.evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hebny A. Mahar, P� 1. ..ls NOVA shah not be•walid after the expiration date stated below. The Miami -Dade County Product Control • ..3Xiyision (ia Miami D €punty) and/or the AHJ (in areas other than Miami Dade County) • • have this product or mt puiposes te14a1 tested for quality assurance a reserve the right to m • • ilia accepted manner; Me 'M will incur the expense . If this product or material fails to perform in • : • revoke, naocji'P¢, or su le p the use of such product or n t within �eir.iuriadiction. BORA eria1 ith such r jur ig and the OR may immediately • • to revoke iliiS >icceptaBCe, ifnt is deter by M th reserves the right • •'fi&terial fa4Ps to meet the requirements • of the applicable building code. County Product Control Division that this.product or •••• This product is approved as described herein, and has been designed to comply with th High Velocity Hurricane Zone of the Flori da Budding Code. • ' 'Ll' . • Armor Screen Corporation NOTICE 01? ACCEPTANCE: EVIDENCE SUB1VIIITED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99- 0526.01 A. DRAWINGS 1. Drawing No-AS-001, titled "Armor Screen Series 2000 Wind Abatement System ' , prepared by Thomas J. Rogers, P,E., dated June 28, 1998, sheets 1 through 6 of 6, signed and sealed by Thomas J. Rogers, P.E. •••• • • B• • .. xxSTS• .. • 1. • Test pepo, on Large Missile Impact Test and Cyclic Wind Pressure Test of Armor • • Scr • e' Series 2000 Wind Abatement System prepared by Hurricane Test � • LabAhlibr , Inc., Report No. 0 139 - 0305 -98, dated July 23, 1998, signed and sealed •• • • thY h • • by S Marshall, P.E. . • • • „�. • Test wort on Static Wind pressure Test ofArmor Screen Series 2000 Wind • • • . .: Abatement System, prepared by Hurricane Test Laboratory, Inc., Report No. 0139- • • 0604 9b •dated July 23,1998, signed and sealed by Timothy S Marshall; P.E. 3 •'. Test1?4614 on Large Missile Impact Test and Cyclic Wind :Pressure Test ofArmor . * •••• • Screen•Niies 2000 Wind Abatement System, • • „.„• Laboratory, Inc., dated November 24, 1998, signed in by Pims Hurricane Abraham. Test ge.T. Aaham. C. CALCULATIONS • 1. Anchor calculations, dated July 14, 1998, pages 1 through 10 of 10, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas J. Rogers, P.E. 2. Anchor calculations, dated October 4, 1999, pages 1 through 6 of 6, prepared by Thomas J. Rogers, P.E., signed and sealed by Thomas J. Rogers, P.E. D. MATERIAL CERTIFICATIONS 1. Mill certified Inspection Report with chemical composition and physical properties of Woven Monofilament Geotextile. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 1204.01 A. DRAWINGS I. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E -1 A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1008,03 Expiration Date: 01/07/2014 Approval Date: 11/13/3008 Armor Screen Corporation NOTICE 01? ACCEPTANCE: E ENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07 - 0424.44 A. DRAWINGS 1. None. B. TESTS •.' . •••• 1Votle�, • • • C. . • . TkLC VONS .' • 1 . NoWe • .• .. .• • • • • • D. • • . O.UALTj'x ASSURANCE • • • • * .: By.Atiami Dade County Building Code Compliance Office. • • • E. :.'KATER L'CERTIFICATIONS • .•.I 10rome, • •.•. . . • • •••• 4 . NEW EVIDENT +' SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test ofArmor Screen Series 2000 Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 5651 -02, dated June 21, 2008, signed and sealed by Carlos S.- Rionda, P.E., and Michael Wenzel P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1 . By Miami Dade Coun6ABuilding Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 y A. Makar, P.E.; M.S. Product Control Examiner NOA No. 08- 1008.03 Expiration bate: 01/07/2014 Approval Date: 11/13/2008 Drawn by: TO 10 -22 -01 SCALES NU SEALE BNG N¢ AS -001 oar Not [IF 8 Thomas XL latitheri p.m, r . l i os 8.1E. 1 Term: "fdCIiY FL ^° ° - , ` .,....,..:4 .,....,..:4 984- 380-98 PRODUCT: ARMDR SCREEN SCREEN see ZOO F1 9LEva IMPACT te, at nON SYSTEM Pk troos1•i -sac Fre {561)!41 -res `��,;��: ��1 t �t�q .,� * • iVo. 40789 yy r� i r *r. r * _ °� .1 . STATE OF . 41,. A. .V0.; ' . , r p c� . gy0 S 4 6 [ � �` 1,,T,Tiv it.-0% ` 1111 EN . �� p �' 111,/°, PRODUCT leaidia Acceptance-N0' Expiration REVISED a complying wilt the Florid* Code d REVISIONS OCTOBER 22, 2001 V. 2003 Da p _ . .41 roda l= vision • GENERAL NOTES: This rid abatement/impact protection system is designed and tested to comply with the ctmc RAW high velocity hurricane zone of the 2001 Florida Building Code. riroo Armor Screen is a flexible wind abatement and Impact protection system utilizing a woven.. • '' " ° monofilament geotextile that ful lhls the 2001 Florida Building Code•requlremant for opening protection. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofllament geotextile fabric with Individual filaments woven into a basket weave .. • • • • • network and calendered such that the filaments retain dimensional stability relative to each otfrer The woven monofllament geotextile fabric shall have the following minimum average roll values; Grab Tensile Strength Puncture Strength Mullen Burst Trapezoidal Tear. Wide Width Tensile Strength Wide Width Elongation Apparent Opening Size Percentage of Open Area Barrier can be mounted with opposing primary anchored perimeters. in vertical, horizontal ar any alignment appropriate to the structure being protected. Screen unable to return should extend past protected opening by distance equal to minimum required deflection. Design loads calculated to ASCE 7 -98 as required by the prevailing building code. Product marking - a label shall be affixed to the barrier with the following statement "Armor Screen Corporation, Riviera Beach, Florida Miami -Dade County Product Control Approved" (ASTM D4832) (ASTM D4833) (ASTM D3786) (ASTM D4533) (ASTM D4595) (ASTM D4595) 425 x 325 LBS 130.LBS 675 PSI 150 x 125 LBS 225 x 206 LBS/IN 22 x21 % 30 LIS STD SIEVE. 5 % All GEOSYNTIETIC HURRICANE SCREEN ASSEMfBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAKES ARE TYPICAL FIR THE INSTALLATION OF THIS VW ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY, • ALL OTHER HUILTIING .COMPOi ENTS SHOWN HEREIN ARE DEPICTED AS EXISTIt+i4, AND NUT CONSTRUCTED BY THE SCREEN CIIM?ANY, • • ••• • • .. •. • • ..• •. • • • • ... � . • • .. • o 191 - t BALCONY ANGLED INVERTED typical installations Itcloritlui MT 711 mkt STORM BAR 'JRIZONT4_. WINDDW • • 0000 • • • • • • • •••• •• • Table 1 . Anchor Spacing 1' o/C I 2' O/C Anchor Choices • Span Deflection In feet In inches 4'. 6.5" 6' 6.7" 6' 6.7" 8' 8.6" 8' 8.5" 8' 8.5" 8' 8.5" 10`' • 10' 016" ._•••• f2•'• '21" 1 • 21" • 121' • "41' • 12 ,• • 21 " 14'' • • '30" • 14' • ••aaC 14', ''•• 30" ••: cIB6 14'x• ice• g0" • 16' •.•• 39° • 16' •.•• 39 " 16' 39" 16' 39° 20' 36" 24' 41" Design Pressure'* 130 130 92.75 130 130 115 68.75 130 •160 • • 94.75 • 130 ,.. 1311 •• •1 2 0 0..•• - 9,75 ••aye 84!7.5 • 136 130 110 60 58.00 48.00 65 66 46 90 65 58 34 80 66 47 90 65 60 35 80 - 65 60 32 75 65 55 34.25 29.00 24.00 1* NO open eye X X x X X X. X 2" ' 3/8" bolt X X X X x X X X X 3 *• 112° open eye . • X X x X x •x X x X. X X X X X X x 4* 112" bolt X X X X x X x X x X X x X X x X X X X X X X x X REVISIONS * 111 I! / f it • oi CONCRETE: "Table is intended for drop -in and LDT anchors in concrete, A CT �1EWED Ac -ca '- o 1 W WOOD: Lag anchoring (incl. LDT) into wood as follows the ! ride . '' . 1. ' is . ¢, d - Bidding Code -- Acceptance ace No0 —)o 6 °aC O' Column 1 *: 3/8" thread, t75" penetration into SYP (0.55 sg) Column 2*: 3/8" thread, 3.1" penetration Into SYP Column 3*: 1/2" thread, 3.0" penetration into SYP Column 4° 1/2" thread, 3.7" penetration into SYP EARTH: * Specified earth anchor may be used with any of table choices. HOLLOW BLOCK Column 1 *, approved epoxy anchoring system for 3/8° & 1/2" thread. NOTE: •"' Design pressure may be increased by 5% for negative loads TRACK SYSTEM: Table applies to track system, anchored with two 5/16° fasteners per cleat follows: - into hollow block, min. 1 1/4" embed can be installed as in column 1* - into concrete, min. 13/4" embed can be Installed as in column 3* - into concrete, Min. 2° embed can be installed as in column 4* - into woad (SYP. sg. 0.55), min. 1" embed can be installed as in alumni" - into wood (SYP. Sg. 0.55), min. 2" embed installed as In column 3* NOTES: Anchor Spacing: varies inversely with pressure and is subject to rational analysis. Span: is measured anchor to anchor. Deflection: is minimum glass separation measured at mid -span of screen. ANCHOR SPECIFICATION: Part number's: Drop -in' Arlbiior Earth Anchor. Epoxy Anchor. Bidden Date 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Ta . con 5/16 ", 3/8 ", and 1/2° LOT can anchor co in both wood and concrete 3/8" Steel Drop-in anc or in 3000 PSI (min: }cancretei,_15//8° ._l 1/2" Steel Drop -in Anchor in 3000 PSI (min.) concrete, 2" min. embedment (H3012S) Proprietary System: Stabilized 1/2° x 30° shaft with 4" helix Working load 3150185. (E7912P) Soil Class: 5 (medium dense coarse sand) Equal to Red Head umbrella inserts and screens with C7 adhesive. w: Q i * ' ', 4 411 111pS�� rQ e Drawn hy. TO, 10 -22.01 SCALE' AIR SCALE WS Pal AS-001 t4, ' [IF 8 REVISIONS ... • • • • • ... • .. • • • • • • . . • • • • • • . • • •••• • • • SPAN 4' 8' 6' W 8' 8" MAX PSF 135 86 60 135 60 DEFLECTION 5-5" 6.1' 6.7" 8.5" 16" SYP 2"x6" X X X ALUM. TUBE 2"x6"x1 /8" X SYP 4"x8" X - DEFLECTION; ACHIEVED BY ONE OR MORE STORM BARS AND MAY BE INCREASED WITH BLOCKING - ALUM. TUBE IQ f3E TYPE 8061 -TB - .ANCHOR FN .10111TH 5t18r x14/2" TAPCON 'MIN. OR WITH ALUM MTIAIFIACItET AND '! 1/•P 1 -1/2" TAPCON • • • - §OBJECT TO RATIONAL RIfQArAIS •• •• •• •• • . • • • • • • • • • • ••• "N CLEARANCE lii 1 EFEE IF 7 NE STORM BAR •• • • . • • • •• • •• •• • • 1••• • •S • d yr,, �. .. • • STORM BAR OR VP CONFIGURATION DROP- INANCHOR� SEE TABIE1 El EARTH METE EMU 1HSTA.MB1 PRODUCT RAMMED es cositplying with the Merida Bidding Cede No 00 Date -. - r k..... = 11`11 - II- • 11 r • mm,.:: 11 =11 =11- 11 r1 • I= 11 = 11 - 111 = tl A II =ll =li =1i= 11 - 11 = 11 =11= 11 11 =11= H=11=, - 1 - 11- 11 =11 =11 =11 PAP is et wit .I I some tit • • • • • • • • r PAVER INSTALL STABILIZER • 11 =i1 =i1 Tt. r \ g =11 ..i 1 I =11= = 11= II— li11_11 =1I =i •`11 =1ial =11 11= 11 — 11= I1 =II =11 =II =i1 - 1' =1i =1i =11- ALTERNATE ANCHOR POINTS PORCH INSTALLATION 1 EARTH AN1 f iOR, fi DIAR H13IK HORIONTALLYSTARLI® 24 O.O BEETABIE1 2803®ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22,2001 AuBuet27.2aa3 Omen hr- T0.11 -22-01 SCALE; WI SCALE DWG Na. As —oo1 swEr Ng. 4 OF El A. • . • Y. II 18 v = lf li = if- ' II - 11 - ii 11 11.1 (z " / ' • II= II - u- - J� 1 1 - 11 = 11• 11 ' =11 =11 =11= 11 =Ii= 11 =11 =11 , II � II- 1I -II- I I Il I I =II II I STRUCTURAL MEMBER ALTERNATE ASSEMBLY INSTALLATION WINDOW SCREEN 2003 © ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22,2001 Auguat27,2003 cow hex i.! DRAM by: T G, 10 -22 -01 SCALD ND SCALE nvfi NU. AS-001 stir Nn5 LIF fl } pee EARTH ANCHOR, SEE ANCHOR SPECIFICATIO 8 ON SHEET OF 7. SOIL SHALL BE MIN. CLASS 5 (IUIEDIUM DENSE COURSE SAND). � WELUMUN SIMWMEHMNSIVe BUCKLE w/ STRAP BEE SECTION'Jd8 OF AND BOTTOM STRAP DETAIL CAT EARTH ANCHOR)ftmemimms Bulding Cade viii 5�:ih:: •:•i:i•: &wpm= 9d,— 0 0 S• fkage - PACT tY1. F Th RAP ST . - Sys au E IWTRIGLIM SEE ON BOTTOM STRAP DETAIL CAT ANCHORAGE : - INTO CONCRETE) • ••• • • •• • • • ••e ._. • • • r • •••• • T AL NATE CORNER DETAIL • •• Agana iani c O'111111 11111111111 C mama i'! m 6i • NOTE: SCREENS MAY BE GROMMETED. TRACK DETAIL WALL MOUNT •••• • x 7 Fr:s:.rilr Iiiuiir,Ncir 1 iiii• : �.0.: i:i0�:. �.. :�. .... _. _ � iiii■ •• • Nava ear stima, onaPbrias vita dm RIM Bidding Cede AretePtaaceiVe Date • "7s J • BY r.7.. X111. 314. }q�j "RIBUE EYE B T 4.1ENTATE3 MB 1 MEM SYNTHETIC m ALTERNATE TOP STRAP DETAIL F,B FEET 0LESS STRAP DETAIL AT 7 11F 7 ADJACENT SCREENS !l&E17CR Slaw INTO GEasyrilialemit BE MIR -- Md. Marlow) 61) 8' INSIDE MOUN,T CEILING fitOnuer memo gelding (lee INSIDE MOUNT FLOOR 2003 p ARMOR SCREEN CORPORATION 9 REVISIONS OCTOBER 22.2001 Attud22,2003 pi • 0 1 140 lit; q3!g Eby: TG, 10 -22 -01 SCALD MI SCALE na 1a AS -001 sHEEr a 7BFB • DA Pa AS -001 WET Nu. 8OF8 • • i1iU.• • •n• a • • • • • • 'PTRAL4C (PART V -1m ••• • ALUMINUM ALLOY • • • • • • • • • • • • --- ].0011 -6-4 • • • • •• • • • • • •• • • •• • • • •••• •••• • • •••• • .047 R' tw•ro •••• • • •••• • • •• • • • • • D =RING CARRIERS (AS -5214) SPRING CLIPS (H -5100) 318° KEYHOLE CUPS (AS9138) 112° KEYHOLE CUPS (AS9112) 5116° TAPCONS (FT1556) • 318 TAPCONS (FT1538) TAPCONS (FT1512) 3M' LAG ANCHOR (AS9 ) 318° BOLT (B1538S) 112` LAG ANCHOR (AS9112S) 112" BOLT (B15102S) �R sae a LS30 TM' ■ t•F • .1 1 • ----r per` � � �a 01E3 i s- ,1,,, .1@7 R ■ 375 3IA • t1• s FULL R H! • •O IMAGES ARE REPRESENTATIVE AND NOT TO SCALE 8@AQ Er(PART #AS•' --110) ALUMNA{ ALLOY OWN • 1a _— PRODDek REND aSentipbing with' o Floifito BOidiog Cads Atuptance No 0 fist• I-I!1 I L ....r a . . - Difrisloo Ammo -1 B3KNI„__ Coda D B Omen 2083 ARDOR SCREEN CORPORATION REVISIONS Finwewber 25. 2003 0 00 Drawn by_ TO, 104241 SOILS NU SCALE 0 ffi egp x-1 a g MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Smith Mountain Impact Systems by Pande Pane 11305 N.W. 128 Street Medley, FL 33178 SCOPE: Shia NOA is being issued under the applicable rules and regulations governing the use of construction • +aaterials. ? kqunentation submitted has been reviewed by Miami -Dade County Product Control Division • fpilacepted•y tllb Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas Wherr allovred,by the Authority Having Jurisdiction (AHJ). This NOA slhainn& be valid after the expiration date stated below. The Miami -Dade County Product Control Lliv on (Ionia Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right • to Ike this product or material tested for quality assurance purposes. If this product or material fails to •perfptn in fr. a opted manner, the manufacturer will incur the expense of such testing and the AHJ may iimediatel}ssevake, modify, or suspend the use of such product or material within their jurisdiction. BORA : reserves these& rto revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that tllispjoduct or material fails to meet the requirements of the applicable building code. • Thisgroduct i$ ap¢foved as described herein, and has been designed to comply with the Florida Building CCM, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SMI -175" Aluminum Window Wall System - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -64, titled "Series SMI -175 Aluminum Window Wall (L.M.I.) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09/26/2005, prepared by A1- Farooq Corporation, DATED 06 /08/2007, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0925.01 and consists of this page 1 and evidence pages E-1and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 07- 0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 Page 1 Smith Mountain Impact Systems by Pande Pane NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -64, titled "Series SMI -175 Aluminum Window Wall (L.M.I.) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09 /26/2005, prepared by A1- Farooq Corporation, DATED 06 /08/2007, signed and sealed by Humayoun Farooq, P.E. . S ' . TESTI • • • • 1. '. • Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 ▪ • • • • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • ▪ • • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202 -94 • • • • • along with marked -up drawings and installation diagram of an aluminum window wall • • • . ..• • S}+stem, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3721 • • ; � � � : • • dat e d . 03/26/2003, signed and sealed by Joseph Chan, P.E. • •••• • (Submitted and NOA#03- 0925.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 . 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3833 dated 08/05/2003, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) 3. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3465 dated 7/17/2002, signed and sealed by James Worth, P.E. (Submitted under NOA#03- 0925.01) E -1 Jaime D. Gaston, ' .E. Chief, Product Control Division NOA No. 07- 0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 • • Smith Mountain Impact Systems by Pande Pane Q QUALITY ASSURANCE • • '....' 1. : Maami Dade Building Code Compliance Office (BCCO). • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 06 /08/2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 • • .... • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . E. • MATERIAL CERTIFICATIONS • •' 1. ; Alice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG • • • • : • a1�ar or colored Interlayer" dated 05/04 /2006, expiring on 05/21/2011. • • • • • • . 2. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their • • • • •' Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/2009. • k;; ;; • STAMENTS 1. • . Statement letter of conformance, no financial interest and independent, dated 04/26/2007, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no. FTL 02051, issued by Fenestration Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Worth, P.E. (Submitted under NOA#03- 0925.01) 3. Laboratory compliance letter for Test Report no. FTL 3721 issued by Fenestration Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) 4. Laboratory compliance letter for Test Report no. FTL 3833 issued by Fenestration Testing Laboratory, Inc., dated 8/7/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) G. OTHER 1. Notice of Acceptance No. 03- 0925.01, issued to Smith Mountain Impact Systems by Pande Pane for their Series "SMI -175 Aluminum Window Wall (L.M.I.) ", approved on 12/04/2003 and expiring on 11/21/2007. E -2 • Jaime D. Gascon, .E. Chief, Product Control Division NOA No. 07-0924.02 Expiration Date: November 21, 2012 Approval Date: November 15, 2007 CONTINUOUS FRAME OR ASSEMBLED CORNER 3 3/8' HEAD /saL CORNERS 11 .L 0.4 OPO. SEE SHEET 2 SERIES SMI -175 ALUM WINDOW WALL STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. OI THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUDDING CODE 2004 EDRWN INCLUDING HIGH VB.00Imm HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSES OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATON INCREASE IN ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L OPG. SEE SHEET 2 11 3/4' MINK HEAD 1.. I_ I 11 3/4' MAK SILL i ANCHORS AT EACH SIDE OF MULLION SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION$ D.L OPO. SEE SHEET 2 INSTRUCTIONS: USE CHARTS AS FOLLONS. • • • • • • •• • • • • • • • • • • • • • • • • • • • •. • • •• • ••• • • • • • • •• • • • • • • • • • sr • 1 // ti I I Ii •• • /✓ • • a_ t_.e— —t —.l— O • • • \ SEE 'SMITH MOJN IMPACT 000R NOA FOR DOOR RATING \ • DETAILS. n1 1 1 -I s , I SEE DOOR NOA � - -FOR DOOR FRAME ANCHORS CAPACITY DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT. WAD ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE CHECK MUWON CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART ON SHEETS 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE MAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL. APPLY TO ENTIRE SYSTEM. • • • • • ••• • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• EnS+o D HUNATTIN f*R000 STRUCTURES FLA. PE 1 15557 CAN. 3538 LAMINATED GLASS LARGE MISSILE IMPACT 41 3 9 _ o I Y � Y EE 1 g . 1 a 1 drawing no. W03 -64 0 8 sheet 1 of 8 ) GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSI' NOMINAL DIMS. GLASS TYPE A' GLASS TYPE D MASS TYPE 'C' 01432 TYPE NOMINAL . WIDTH DIMS. DLO. HEIGHT GIA S TYPE 'A' EXr.( +)&INT.(-) GLASS TYPE 'B' SYI. -10310 (-) OIASS TYPE 'C Dct( +)0O1T4-) ii TYPE '8VA88 QR0)4011.(•4 T118 'E' I T.( +11dN1 -) D1O. WIDTH D.LO. HE70lor EXL( +)&lNL( -) EXI.( +)801T{-) IXI.( +)BIM.(-) E%T.( +)B9d ƒ%VDsRkm 74' 93.0 93.0 120.0 100.0 90.0 1410pxkVits b � 83.0 • :3.0: • • • 120.% • • l00.17 : 91.0 : 93.0 63.0 120.0 100.0 90.0 83.0 • i3.0 . 0 1280 • 100.0 • 85.0 • 83.0 83.0 120.0 100.0 90.0 83.0 • - • iced' • • 100.0 •.• . 901 83.0 93.0 108.9 100.0 B0.0 83.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 - 63.0 - 100.0 100.0 90.0 - -0 • • 100.0• :14° • • •1..10,0,.0• • • • y•Q: • • • • - 83.0 - - 100.0 100.0 - 83.0 - 100.0 100.0 - - • • •1000 • • •io00.011 a - - 100.0 100.0 - .. • . :10!!0 • • Y"'• • • • • 2 �%ksiVab's � 83.0 83.0 120.0 100.0 90.0 ikm%lks% 104 83.0 93.0 120.0 100.0 90.0 93.0 83.0 120.0 100.0 90.0 83.0 83.0 120.0 100.0 90.0 83.0 83.0 120.0 100.0 90.0 83.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 90.0 93.0 - 100.0 100.0 90.0 83.0 - 100.0 100.0 - 83.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 03.0 - 100.0 100.0 - - 100.0 100.0 - - - 100.0 100.0 - - 100.0 100.0 - - - 100.0 100.0 110 83.0 83.0 120.0 100.0 90.0 88 83.0 83.0 120.0 100.0 90.0 83.0 83.0 120.0 100.0 80.0 83.0 83.0 120.0 100.0 80.0 83.0 - 100.0 100.0 90.0 83.0 83.0 120.0 100.0 80.0 83.0 - 100.0 100.0 - 83.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 93.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 93.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - li%4k% 119' 83.0 83.0 120.0 100.0 90.0 - - 100.0 100.0 - 93.0 - 100.0 100.0 90.0 - - 100.0 100.0 - 83.0 - 100.0 100.0 80.0 ' kkOk3kkb's 83.0 83.0 120.0 - 100.0 90.0 83.0 - 100.0 100.0 - 93.0 83.0 120.0 100.0 90.0 - - 100.0 100.0 - 83.0 83.0 110.8 100.0 90.0 - - 100.0 100.0 - 83.0 - 100.0 100.0 90.0 - - 97.9 100.0 - 83.0 - 100.0 100.0 90.0 NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS). 92' 83.0 - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 1/4• ANN. GLASS .090' INTERLAYER SAFLEWICEEPSAFE MAXIMUM g 1/4* ANN. GLASS • CLASS TYPE 'H' GLAZING OPTIONS 1/4' HEAT STREN'D GLASS .120• UVEKOL -UD RESIN 1/4' HEAT STREN'D GLASS t.! • • • •• •• •• • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • •S 5/16 HEAT S REND GLASS .120• INEKOL -U0 RESIN 1/4• HEAT SfREN'D GLASS GLASS TYPE 'D' 0 0 Ynpr. OR HWAYOUN FA9000 STRUC1 // URES FlA PE CAN. 38 D.LO. WIDTH D.L0. WIDTH ci r 0 0 • g g d 93 M N M ffi ESH 0 1 1 drawing no. W03 -64 I9heet 2 o 8 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 24" 30" 38' 42' 48" 54' 60' 66' 24" 30" 38' 42" 48" 54' 60' 68' 24' 30" 38" 42" 48" 54' 80' 88' 24' 30" 36' 42" 48• 54' 60' 88' 24" 30" 36' 42' 48' 54' 60' 68' 24" 30' 36' 42" 48' 54* 80' 68' FRAME HEIGHT 72' 78" 84' 90' 98" 102" 570000799157090190 ExL( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.9 100.0 1 100.0 100.0 98.7 90.2 100.9 100.0 100.0 95.0 84.9 77.3 100.0 100.0 91.1 79.5 71.1 NL( -) 1 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 00.0 100.0 100.0 100. 100.0 1 00.0 100.0 100.0 100.0 1 100.0 100.0 100 100.0 99.9 100.0 100.0 100.0 100.0 98.7 50.2 100.0 100.0 100.0 95.0 84.9 77.3 100.0 100.0 91.1 79.5 71.1 M R 6881POB001C TxL( +) 100.0 100. 100.0 100.0 100.0 100 100.0 90.0 100.0 100.0 1 00. 0 100.0 1 100.0 90.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 90.0 100.0 100.0 100.0 100.0 100.0 90.0 90.0 90.0 100.0 100.0 100.0 100.0 90.0 90.0 90.0 90.0 100.0 1 00. 0 100.0 100.0 90.0 90.0 90.0 90.0 TNT.( -) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 100.0 100. 120.0 120.0 120.0 120.0 120.0 119.9 100.0 1 00. 0 120.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 120.0 120.0 120.0 120.0 100.0 100 100 100.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 100.0 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 24" 30" 38' 42' 48' 54' 90' 66' 24" 30" 36' 4Y 48' 54' 60" 24" 30" 38' 42' 48' 54' 60" FRAME HEIGHT 108' 114" 120' WITHOUT RRINFOBCIN0 EM.( + 100.0 90.3 78.3 88.5 593 94.7 78.5 84.8 58.2 81.1 85.4 85.1 47.9 100.0 90.3 76.3 88.5 59.3 94.7 765 649 56.2 81.1 85.4 55.1 47.9 WITH MMEFORCON0 EXT.( +) 100.0 1 00.0 1 00. 0 1 00.0 90.0 90.0 90.0 90.0 100.0 100.0 100.0 1 00.0 90.0 90.0 88.0 100.0 100.0 100.0 90.0 90.0 85.9 76.7 [Ng 120.0 120.0 120.0 119.9 1 00.0 100.0 992 92.5 120.0 120.0 120.0 1 00.0 100.0 98.0 88.0 120.0 120.0 120.0 100.0 95.3 85.9 76.7 MILLION MULLION 1/0 9005060510 1/ 6E915030010 • • • • • • ... • . • • • • • . • • . • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • . .. • • • • • • • •• • • • • • • • • • • • • • •• • ti • • •2• • • • • •• • • • • • •IS •• Engr. 09. STRUCTURES � FAX= R . .AN.'3630 PRODUCTREVISED as complying wbb the Florida BeihlingCode No � l7l Alfl%� Z z FE 2i 0 81 4 g a t s 0 4 f as ii drawing no. W03 -64 (sheet 3 o 8 MULLION LOAD CAPACITY - PSF WRH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH ( 24" 30' 38" 42" 48" 54" 80" 66" 24" 30" 39" 42' 48" 5$ 60" 68" 24" 30" 38" 42" 48" 54 60" 66" 24" 30" 36" 42' 48" 84" 60" 85" 24" 30' 38" 42' 48" 54' 80" 68" 24' 30" 38' 42" 46" 54' 00" B8" FRAME HEIGHT 72" 78" 64' 90' 98" 102" VTT800T REINFORCING EXT.( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.2 88.4 100.0 100.0 100.0 100.0 100.0 92.2 83.0 100.0 100.0 100.0 100.0 89.5 79.8 100.0 100.0 100.0 89.1 78.0 89.3 100.0 100.0 88.8 74.4 65.1 INL(- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 .0 100.0 100.0 100.0 97.2 88.4 100.0 100.0 100.0 100.0 100.0 92.2 83.0 100.0 100.0 100.0 100.0 88.5 79.5 1000 100.0 100.0 89.1 78.0 89.3 100.0 100.0 86.8 74.4 65.1 9128 REINFORCING DR.( +) 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 90.0 100.0 100.0 100.0 100.0 100.0 100.0 90.0 90.0 100.0 100.0 100.0 100.0 100.0 90.0 90.0 90.0 100.0 100.0 100.0 100.0 90.0 90.0 90.0 90.0 100.0 100.0 100.0 100.0 90.0 90.0 90.0 90.0 WT.(-) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 119.9 100.0 100.0 120.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 100.0 120.0 120.0 120.0 120.0 100.0 100.0 100.0 90.9 MULLION LOAD CAPACITY - PSF WTTH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WIDTH (W) 24" 30' 38" 42" 48" 54" 80" 66" 24" 30" 38' 42" 48" 54' 80" 24" 30" 35" 42" 48" 54' BO" FRAME HEIGHT 108' 114' 120" 182800 99000BCING EXT.( +) 100.0 87.7 73.1 82.7 54.8 93.2 74.8 82.2 53.3 79.9 84.0 53.3 45.7 PI 7 ( - 100.0 87.7 73.1 82.7 54.8 93.2 74.8 82.2 53.3 79.9 84.0 53.3 45.7 VTR REINFORCING EXT.(+) 100.0 100.0 100.0 100.0 90.0 90.0 89.2 81.1 100.0 100.0 100.0 90.0 90.0 89.0 80.1 100.0 100.0 100.0 90.0 90.0 80.3 72.3 INT.( - 120.0 120.0 120.0 119.9 100.0 99.1 89.2 81.1 120.0 120.0 120.0 100.0 100.0 89.0 80.1 120.0 120.0 120.0 100.0 90.3 80.3 72.3 MULLION MULLION Y/O REINFORCING 9/ FORCING • • • • • • • • •• • • • • • • • • .... • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • LW w2• • • • • • • • •• • • WIDTH (W) WIDTH (W) W1 + 002 2 81 81 WIDTH (W) = INTERMEDIATE HORIZONTALS 002 Wt 22 ••• 2 81 001 + W2 2 ••• • • • • ••• • • • • • • • • • • • • • • •• • •• ••• • • • SMITH MOUNTAIN DOORS SEE SEPARATE NOA 001 F"9": DR. ST UM FAR000 IUREB FIA PE p 16557 CAN. 3838 W2 001 WIDT}1(w LZ1 +002 PRODUCT REVISED Bund61gCad No gxpiraUn•" I IfElL• cm® %ado LNvidoO ro 1 8 0 'm 1 1 T O, 8 S 0 k 1 drawing no. W03 -64 (sheet 4 of 8 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.( - NOMINAL 0818. WIDTH (w) 24' 30' 38' 42' 54' 60' 66' 24' 30' 38' 42' 54' 80' 68' 24' 30' 38' 42' 48 54' 60' 66' 24' 30' 38' 42' 54' 60' 66' 24' 30' 36' 42' 48' 54' 60' 88' 24' 30' 36' 42' 48' 54' 80' 68' FRAME HEGHT 72' 78' 54' 90' 96' 102' ANCHORS TYPE 'A' A2 120.0 120.0 120.0 107.4 94.0 83.6 75.2 68.4 120.0 120.0 115.7 99.2 88.8 77.1 89.4 63.1 120.0 120.0 107.4 92.1 80.13 71.6 64.5 58.6 120.0 120.0 100.3 85.9 75.2 88.8 60.2 54.7 120.0 112.8 94.0 80.6 70.5 82.7 58.4 51.3 120.0 108.2 889 75.8 68.4 59.0 53.1 48.3 AS 120.0 120.0 120.0 120.0 120.0 120.0 112.8 102.5 120.0 120.0 120.0 120.0 120.0 115.7 104.1 9 4 7 120.0 120.0 120.0 120.0 120.0 107.4 98.7 87.9 120.0 120.0 120.0 120.0 112.8 100.3 90.2 82.0 120.0 120.0 120.0 120.0 105.8 94.0 84.8 76.9 120.0 1209 120.0 113.7 99.5 a89 799 72.4 A4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 109.4 120.0 120.0 120.0 120.0 120.0 120.0 112.8 1025 120.0 120.0 120.0 120.0 120.0 118.0 1062 96.5 ANCHORS TYPE 'B' 82 120.0 120.0 120.0 120.0 120.0 117.0 105.3 95.8 120.0 120.0 120.0 120.0 120.0 108.0 97.2 88.4 120.0 120.0 120.0 120.0 112.9 100.3 90.3 82.1 120.0 120.0 120.0 120.0 105.3 93.8 643 76.6 120.0 120.0 120.0 1129 579 79.0 71.8 120.0 120.0 120.0 106.2 92.9 82.6 74.4 67.6 89 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.9 120.0 120.0 120.0 120.0 120.0 120.0 118.5 107.7 120.0 120.0 120.0 120.0 120.0 120.0 111.5 101.4 ANCHOR LOAD CAPACITY - PEP EXG( +) & IM.( -) NOMINAL WIDTH (Y1) 24' 30' 38' 42' 48' 54• 80 88 24' 30' 38' 42' 48' 54' 80' 24' 30' 36' 42' 48' 54' 60' LL DIMS. FRAME HEIGHT 108' 114' 120' ANCHORS TYPE 'A' A2 A3 A4 120.0 120.0 120.0 100.3 83.6 71.8 62.7 55.7 50.1 45.6 118.7 95.0 79.2 67.8 59.4 52.8 47.5 1129 90.2 75.2 845 59.4 50.1 45.1 120.0 120.0 107.4 94.0 83.8 75.2 88.4 120.0 120.0 118.7 101.8 89.1 79.2 71.2 120.0 120.0 112.8 98.7 84.8 752 67.7 120.0 120.0 12a0 120.0 111.4 100.3 91.2 120.0 120.0 120.0 120.0 118.7 105.5 95.0 120.0 120.0 120.0 120.0 1129 100.3 90.2 ANCHORS WIPE 'B' B2 120.0 • MA• 120.0 1 �1Z0 .0 117.0 I 120.0 1003 1 120.0 87.8 1 120.0 7B.0 - Fier 70.2 1 10516 es9 959 120.0 I ISM 120.0 120.0 110.9 1 120.0 95.0 1 120.0 63.2 1 120.0 73.9 1 110.9 665 1 99.8 120.0 1 120.0 120.0 1 120.0 1083 120.0 90.3 120.0 78.0 1 118.5 70.2 1 105.3 63.2 1 94.8 r ANCHORS TYPES. SEE SHEET 6 FOR DESCRIPTION A2 . (2 ANCHORS TYPE 'A' AT EACH SIDE OF MUWON B2 (2) ANCHORS TYPE '9' AT EACH SIDE OF MUWON A9 3 ANCHORS TYPE 'A' AT EACH SIDE OF MUWON 89 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • •• • • • ••• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ♦ W1 • I ••• • •• • ••• • • • • •• • • • • •• 1N} + p 112 •• • • • • • .1• •• A385 A9 Division z b Eng 0 F 1 STRUCTURES RAPE /1_&967 A cm ,A513.6537 ' SUN - B 2007 .,:1 i 1 BuOdMgCoda �y Dam j F.V7.1 , I lJ w drawing no. W03 -64 (sheet 5 of 8 0 0 li II .I 71� i:l O 0 Y M1 N 0 li'i 0 0 { i i � 'W1 TYPICAL ANCHORS e SEE ELEV. FOR .SPACMG o ap ° a . 11. 111111M C � IN e'I • • WOOD Engn DR. HAIWOUN FAROOD STRUCTURES CAN. ==. • • ITAi(PF s 0 N 1 drawing no. W03 -64 (sheet he B J TYPICAL ANCHORS ° SEE ELEV. FOR SPACING I! ` N ° rwrr • V a mac ANCHORS FOR SEE ELEV. FOR SPACING a. a 1BY WOOD BUCKS S TYPICAL ANCHORS SEE ELEV. FOR SPACING . ..° . resi t .1 ' QT" 2BY W000 BUCKS • • .• . • • • •. • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING ELEV. FOR SPACING • •• 1 ••• • • 1 • • • •• •• a • • • • 1 S • • • • • • • • • •' • • y • • • • • 1111 J • •• • • • 41, 0 WOOD BUCKS AND METAL STRUCTURES NOT BY SMITH MOUNTAIN MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACLNG TYPE 'A'- 1/4" DIA. TAPCONS 0 '•... :. • .. ....I 1 -3/8" MIN. PENETRATION INTO WOOD U 1BY -BUCKS INTO MAS Li H G0, n �y r1 -1/4' MIN. EMBED INTO MASONRY OR CONC. J _ __ Br TYPE i- 1/4" D TAP IAL CONS DIRECTLY INTO MASONRY OR CONCRETE 1 -1/4' MIN. EMBED INTO MASONRY OR CONCRETE TYPE 'B'- i14" SMS OR 1/4" SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGF DISTANRF INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. PRODUCT REVISED os complying with the Florida Building Code tN i - Acceptance Cooed TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° wax UNIT MOTH SHIM EXTERIOR • •• • ••• • • • • • • • • •• • • • • •• • • • • • • • •/40 • • • • • • • • • • • • • • • • • ••• • I� TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• ••• •• • • • • • • • • •• • • •• • • • • • • • • • • ••• •• SEE 'SMITH MOUNTAIN' —IMPACT DOOR NOA FOR DOOR RATING AND Duals drawing no. W03 -64 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • FRAME HEAD /SILL/JAMB INTERMEDIATE SNAP -IN POCKET FILLER WEDGE -IN GASKET SCALE 1:1 iT®I PART # QUANTITY DESCRIPTION MATERIAL MED./SUPPLIER/RENAME 1 SMI- 001 AS READ. FRAME HEAD /SILL/JAMB 6083-13 SMITH MOUNTAIN 2 S 9 -003 AS READ. S • • 9 •8087.78. SMTH MOUNTAIN 3 SW - 004 AS READ. •T,A7�FILfd! • • •. • :90478: SMITH MOUNTAIN 4 S10-002 1/ CORNER P • • • • • 8063.79• SMITH MOUNTAIN 5 S9-G01 AS READ. can= QAa C�XET • • • • M 70 33 GLAZING RUBBER PRODUCTS 8 SMI -003 AS READ. SETTING BLOCK (I/4 X 1/2• X 2 LONG) EPDM 70 ±5 FRANK LOWS 7 1/4-20 X 2 -1/4' AS READ. MULLION SCREWS WITH NUT & WASHER - AT 9' FROM ENDS & 24' O.C. 8 #12 X 1 -1/2' 2 PER CORNER I.Y • • • • • •-• H 59! DRILLING 9 SW-002 - ADH E F 4 PE 21/1 X• • • •- FRANK LOWS /BUIMCK 10 995 - 01.47540 0#040113 • • • • • -• DOW CORNING 104 895 - GL47 C014801083 • • • • • • • .. PECORA 11 - - REINFORING CHANNEL STEEL 1 -3/16' X 4 -1/18• X 1 -3/18• X 3/16• 1141( 12 - - REINFORCING CHANNEL STEEL 3/4' X 3-5/8' X 3/4' X 1/8' Isheet 8of 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 N.W. 25 Street Miami, FL. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction • • • • • m alorials. The documentation submitted has been reviewed by Miami—Dade County Product Control • • Division age accgpted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and • • :Mt areas.where,allowed by the Authority Having Jurisdiction (AHJ). • • • . Ty�s NOA sillgot be valid after the expiration date stated below. The Miami —Dade County Product Control • • Dimfsion (Thal arai —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right • • • bo have thj�oduct or material tested for quality assurance purposes. If this product or material fails to • • 'perform in ti ART accepted manner, the manufacturer will incur the expense of such testing and the A may Thimediately £esjke, modify, or suspend the use of such product or material within their jurisdiction. BORA • : s stxves the TVgiit to revoke this acceptance, if it is determined by Miami —Dade County Product Control �� vision tlattfirsproduct or material fails to meet the requirements of the applicable building code. • • • tMs 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 "560" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -14, titled "Series 560 Alum Sliding Glass Door — LMI", sheets 1 through 13 of 13, prepared by,Al Farooq Corp., dated 05/23/08, revision "C" dated 11/06/09, signed and sealed by Arshad Vigar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami — Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0304.05 and consists of this page 1 and evidence submitted pages E-1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. / Scc7 ��1 MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Gov/buildingcode NOA No. 09- 1209.06 Expiration Date: June 12, 2012 Approval Date: March 31, 2010 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W08 -14, titled "Series 560 Alum Sliding Glass Door - LMI", sheets 1 through 13 of 13, prepared by Al- Farooq Corp., dated 05/23/08, revision "C" dated 11/06/09, signed and sealed by Arshad Vigar, P. E. ... • 6 ▪ 11+••• 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) Forced Entry Test, per FBC, TAS 202 -94 • • • •••• 5) Small Missile Impact Test per FBC, TAS 201 -94 •.•. •• • • • • • • • • • • • • • 6) Large Missile Impact Test per FBC, TAS 201 -94 • • •• 7) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • •••• • . 4iong with manufacturer's parts and section drawing marked -up drawings of aluminum • • • • • • •••• • • • SG , by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0080 - 0707 -09, dated November 10, 2009, signed and sealed by Vinu J. Abraham, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Test, per FBC, TAS 202 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum SGD, by Hurricane Engineering Testing, Inc., Test Report No.'s HETI - 08-2070, HETI -07 -4427, HETI -07 -4405, HETI-07-4418 and HETI -07 -4428, dated February 29, 2008, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0304.05) C. CALCULATIONS 1. Structural -, comparative analysis and anchor verification, dated 11/23/09, prepared by Al- Farooq Corp, signed and sealed by Arshad Vigar, P.E. Complies with ASTME1300_02 /04 D. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1209.06 Expiration Date: June 12, 2012 Approval Date: March 31, 2010 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer " dated 05/13/09, expiring on 01/14/12. •••• • • • i. • •• STATEMENTS • • 1. • • St letter of conformance, dated December 02, 2009, signed by Arshad Vigar, • • • • :.P. ' • • • • 2. • rgtement letter of no financial interest, dated December 02, 2009, signed by Arshad • • ..•Y�gar, P. E. • • • • • • • 3. • • boratory compliance letters for Test Report No. HTL- 0080 - 0707 -09, issued by • • • • ••. • **Hurricane Test Laboratory, Inc., dated November 10, 2009, signed and sealed by Vinu "::'Abraham, P. E. • .. • tgl oratory compliance letters for Test Reports No.'s HETI - 08-2070 HETI -07 -4427 • .. • •••• ' .'HATI -07 -4405, HETI -07 -4418 and HETI -07 -4428, issued by Hurricane Engineering • • Testing, Inc., dated February 29, 2008, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No.08- 0304.05) 5. Test proposal No. 08 -1653 issued by BCCO, dated January 28, 2009, respectively, approved and signed by Ishaq Chanda, P. E. 6. Test proposal No. 07-3001-R, dated October 23, 2007, respectively, issued and approved by BCCO. (Submitted under previous NOA No.08- 0304.05) 7. Test proposal No. 07-3001-R-1, revised and dated January 10, 2008, respectively, issued and approved by BCCO. (Submitted under previous NOA No.08- 0304.05) G. OTHERS 1. Notice of Acceptance No. 08- 0304.05, issued to CGI Windows & Doors for their Series "560 Alum Sliding Glass Door - L.M.1. ", approved on 06/12/08 and expiring on 06/12/12. 2. Statement letter of in compliance, dated March 04, 2010, respectively, issued and signed by the consultant's Florida professional engineer. E -2 Jaime D. Gascon, P. . Chief, Product Control Division NOA No. 09- 1209.06 Expiration Date: June 12, 2012 Approval Date: March 31, 2010 OJ_O NEWT .'DOOR !EIGHT -.13 5/10' DLO. 44D 1M . PANE, W TH - g' THESE ODORS ARE saw FOR LARGE at SNN,L ICS ILE HMPACT. SHUTTERS ARE NOT REGUOED. S1 SB0 AIMI UM SL SS DOOR f2 TRAr1A DOH LOAD RATR4 FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEET 3. BY 8101BLE PER FRC TO BE REV EKED THOS. P200uCr HAS 2001 DESIGNED AND TESTED TO COMPLY Mil THE MUSEUM OF THE FLORIDA TRIADI NG CODE 2007 EDITION DICLUELING HRH 1fl 01r 10.11RPE TIE EWE Min. L 0D BE ANCHORED PROPERLY TO T • ARMORS SHALL E AS L67E% WED AS .sHoare ON 0EDELa M0(S EYBFDiisNT TO 60.5E mum. SOIL EC BEYOND PALL MESSING OR STUCCO. ANCHORING OR S coND HORN NOr S 01 THESE DETAILS ARE for PART OF RES RAM DURGO1 INERDISE is USED HN D£SGt OF MOMS 1110 ROOD SPIT ILATERNLS DEW= RR DOT WM TO STEEL/aim. sows. TKO CISE ROO =NBC, RHDI OTHER assume NA70121 MEET GTE REOUIREKENTS OF 2001 FLORIDA 81D0. LTmE SECTION 2003.a4. IrALSE wan OPTERPL UVSTR!H.r"1f01 t 116E *PARIS AS FLUOR& t � t t t H 1 4 • • • ' 4490 Syr• • • • •• • • • • • • • 21111 • • • • • • • • TM. boat 5 • • • • • Kr • r r • • • 8- 8' RN CAPA51YN sHEE19 8. fi 4' SNP 1 OETERige imam WILD Las RRONTENDa 6115FD am Teo voted% tam AFRO= A9�7 2010 STEP 2 OETE101WE 0000 0 Y NIDM WOES 01 mu 3 FOR 11E otass THE AND lENFoRONG 10 419E STEP g u51115 005.3 on BERT 5 t a saber nom 01)21 t 2011 OESIsm moo MORE 11140 MEN UNE SPMIED *TES. 1 AW. STEP 4 FOR 0.0E 9r ICE MRS 1004 fie. IC5LIOI IG a 5EIM 205 011 2Aa 1440E FENN SNOT O0 MU 13 11111 IOM =MG MIER I sofa 505106 AS PER STN. 3. S)EP. 5 'De mot +Nue O>3tA,1b0 PROM Stuns 2. 3 10014 SWOT, APPLY TO $AWE 5151®1. • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • 1H • • • • • • • • TYPICAL FT ENATKIN SPIKE 1ESTED t �• 1 • • • • • • •• •• 40 1 /4' OL 0P0. 45 1/4' MO. 111511 Er r RA. 1_3_50111 v' I DEC 0021:(08 1 � l / 18'16;44 HEAD/5v SEE SHEET 8 40 1/4 0:1. Q� 45 1/4' PINE. • 8111 LAMINATED GLASS AND LAMINATED INSULATING CLASS LARGE /SMALL MISSILE IMPACT •U ` 3' math Pane Mtn Homo tridd Homo tram • • •• • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • •, • • • • • • • • • • • • • • •• •' ••• • • • • • • • • Qirr° — olla Frame Width based on Panel Width • • •• • • • • • • • • • • • • • • • • • • • ••• • •• • • • •8 • • • • •• • • • • • • 30,9/4' s4 91 1/2' 118 3/4' 32 3/4 36 l/4• 32• 109 t/2' 142 3/4 38 3/4' S2 1/4.4 84' 1V 1/2' 199 3/4' 44 3/4 46 ;/� 9•' 143 1/Y 190 3/4' so W4• 84 1/4•• *or 1W 1/2' 214 3/4• 98 3/4• Igo 91x4 120 181 1/7' 233 3/4' .92 3/4 MAXIMUM DOOR HEIGHT = 120' Formula' to convert Door Width .to Poxl —Width — For 2 Paid Doors Doer 9Sithr2 ♦ 1/4' • Pend SWIM For 3 Paw! Doss Door 5*46*/3 — 1/4` • Pend 99 21$ For 4 Panel Doors Doer Wei" t 9/16 • Rind Width For 1 Pawl Doors Dam OHM — 2 1/2' • Pant 934Oi Formula to convert Pond Width to Door Width Far 2 Panel Doom Paid Width x 2 — 1/2' • Deer 946* For 3 Panel Doors Pond 9S0th s 3 + 3/4• = Door IlIcIth Far 4 Pared Coarse Pond Ides x 4 — 2 1/4' o Door WitIth For 1 Panel Dods P Width + 2 1/2' • Door Wide Panel Height Formula Door Height — 2 9/18' • Panel Height r r . PX (6110/19) XP F10C(1 XXP PXXXX (5994=0 PX%X0 XX MOM • • •.. • • • .•. •• •. • • • •• •. • • • • • • • • • • • • • • ••• . • • • • • • • • • • • • ••• • • • • ••• • • • • • Dger—cit Met tad • • • • • • • •• • • • • • • • • • • • • • 9 • • •• •• • • • • • • • • • • ••• • • • pone! Width • • • • • • ••••• •• MAXIMUM DOOR HEIGHT 120" Formula to convert Door Width to Panel Width, For PX Door 4401 + 1 tt /16' a Pend Vt For P70(* (Door Slab* + 4 11/16')/2 - Panel 81801 For MOP: (Door 116911* + 4 7/167/2 - Pand ORM Far P*OQOCP: (Dm1 1640* + 10 3/8)14 - Pond W511e1 For P7000C (Door 11451 + 6 1/47/4 - Pand WV* Formula to cdnv*ert Pone! Width to Door Width For PX Pond I ND* — 1 11/10 - Door 1900* For PXX: Pent TWO r 2 — 4 11/15 - Dow T*d0* For PX/Pe Poaa VedO* r 2 — 4 7/16 = Door 1600* For P100pw: Pond W4B* r 4 — 10 3/8 • Door 1180* For ROOM Pond Width r 4 — 6 t /4' . 000 1000* Panel Height Formula OOar MOM — 2 9/16' • Pand Height D.t_ O52*0 t 010 HEM - DOOR HEIGHT — 13 5/16' D.W. V60Dt - PANEL MOM — 8' 1 REVVED ascomply ne dmw h Ftaded BuediagCod Dom Arreplanco X06 "x "P Qoor 11dV m' . Oc a > •HOaow Ot ar Mld ty000t b oar Brats 40 1/4' _ •2 6/10' 44 or 96 6/6' 90 3/4' 7D 1/4' Ws 55 is/le 36 t/16' 110 7/8 IN 3/4' 36 1/4' 34 9/16' 67 13/16' 66 Or 134 5/6' 136 3/4• � 4 { 2 � 1 1 /4' ■ iiou vie 76 OM 90 1/16 - 136 s/6' la 3/4* � 40 Yial 91 13/t6' 92 t/16• t62 = 166 we 96 14. 32 W15' 13/16' 104 1/16• 206 5/6' 210 3/4• ie tl4• { 86 6/44• *5 *3/16' 116 1/16' 270 5/5' 234 3/4' r r . PX (6110/19) XP F10C(1 XXP PXXXX (5994=0 PX%X0 XX MOM • • •.. • • • .•. •• •. • • • •• •. • • • • • • • • • • • • • • ••• . • • • • • • • • • • • • ••• • • • • ••• • • • • • Dger—cit Met tad • • • • • • • •• • • • • • • • • • • • • • 9 • • •• •• • • • • • • • • • • ••• • • • pone! Width • • • • • • ••••• •• MAXIMUM DOOR HEIGHT 120" Formula to convert Door Width to Panel Width, For PX Door 4401 + 1 tt /16' a Pend Vt For P70(* (Door Slab* + 4 11/16')/2 - Panel 81801 For MOP: (Door 116911* + 4 7/167/2 - Pand ORM Far P*OQOCP: (Dm1 1640* + 10 3/8)14 - Pond W511e1 For P7000C (Door 11451 + 6 1/47/4 - Pand WV* Formula to cdnv*ert Pone! Width to Door Width For PX Pond I ND* — 1 11/10 - Door 1900* For PXX: Pent TWO r 2 — 4 11/15 - Dow T*d0* For PX/Pe Poaa VedO* r 2 — 4 7/16 = Door 1600* For P100pw: Pond W4B* r 4 — 10 3/8 • Door 1180* For ROOM Pond Width r 4 — 6 t /4' . 000 1000* Panel Height Formula OOar MOM — 2 9/16' • Pand Height D.t_ O52*0 t 010 HEM - DOOR HEIGHT — 13 5/16' D.W. V60Dt - PANEL MOM — 8' 1 REVVED ascomply ne dmw h Ftaded BuediagCod Dom Arreplanco X06 • • •• • • • 0 • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • ••• 24-1/4 30-1/4 33-1/4 36-1/4 30-1/4 42.1/4 44-1/4 44.1/1 48.1/4 60-1/4 32-1/4 54 -9/4 38-1/4 26-7/4 60-4/4 24-1/4 70-4/4 30.9/4 88 36-7/4 42-1/4 44-104 46-9/4 46-1/4 30.1/4 52-1/4 64-1/4 36-1/4 58-1/4 60-1/4 24 -7/4 38-1/4 33-1/4 30-1/4 38-1/4 42-1/4 44 -1/4 46-1/4 46-1/4 20-1/4 32-1/4 34-1/4 06-1/4 58-1/4 60-.9/4 24-9/4 30-1/4 33-1/4 36-1/4 39-7/4 42-4/4 44-4/4 48-1/4 46.1/4 50-1/4 33-7/4 64 -1/4 56-104 26-7/4 66.1/4 60 SD 54 Oro CUSS 171453. ..!p a 'lY • 1/0 RPIl1F //010522. i 6 . � ?row X157 11=n1111 1 CSI Kai 1E01 CEO NEM NMI EMI OC Y1mm11r.Y:1 m ©m ©m11=7 11E?1 ®1L'T11011111 X10 1206 amE3 menonsm0zaz 1300 fat EMI ml EMI 1:2311=1 1350 11E3111��'• 1 11111 Ezzo 11=11=11 EMI m QQ L11C=i11113E=1d 111=11116:11Q1E1 1306 MEMO BBBBBB inn EMI 11=1C2:1m0 1 1111: 1=1111=1111=1111:E211 121.0 111=111=111 1 ti�'TJID[ ctMEMI11 t3m 1 rm <LT;7mE37 EMI m Ems Irmo fi E» m1' 11:11111=11 I= EMI 1:=1111=11 C:131C'3 147.1 112211111=11=1 rQmEZ:11 EMI =1 C3 WIN 11=111 1m11=11 G7C311;1p 13o p © BBBBBB BB E?Jmf m 111 101 1tiL':.: 1 E311Z11 it' EMI =II EMI MUM WIZm E31[1: .11 ®® 1 m MIEN NMI mOm1 11<3C31fm 1 1305 @ 1:27 IMO C3C3m1 11=11111=1111=11111=11111=111=1 1[ 11 100mm 53 53 53 53 33 33 CM CM 1=11 11=11 1E111E= 33 I=133c3 =II EMI E3[12:1133mpQ @111D=13333 ®® ® 33331: 11 33 w 1=1 33 0 m Kin 1a3Jmm19 0 @ @10 @m IMO 11:21 NMI mmm IEEE C3C3mmm LIZ 1=1 @ET10[L3 531=11 EMI NMI 3310 11=1111:231 WIN Will Wall 1= @ @C3C?71E;' EMI OEM 11+7C3mm ifs @Q @Da 1250 CUSS 1/529 24-1/4 30-1/4 33-7/4 38-1/4 34-7/4 42-1/4 44.1/4 48-1/4 46-7/4 60-1/4 52-1/4 64-7/4 56-1/4 26.7/4 00 24-7/4 34/4 33-1/4 36-1/4 X1/4 43-1/4 44-1/4 46.1/4 46 36-4/4 62-1/4 54-9/4 56-9/4 66-9/4 24-1/4 26-1/4 36.1/4 33-1/4 3F7/4 36-1/4 42-9/4 44.1/4 46-1/4 48-1/4 50-7/4 66-4/4 54-1/4 5641/4 68-1/4 66-1/4 24-1/4 30-1/4 33-1/4' 38-1/4 31-1/4 43-9/4 44-7/4 48-1/4 49.1/4 3x1/4 62-7/4 84-9/4 20-1/4 66-1/4 66.7/4 6004 6•e 52 102 146 diss .a 0 BE 221775. 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MOM OEM PREMISE SEE 0ETAO S ON sow 4. OBTAIN MIDI R TYPE AND OCIVIGUROXIN TO USE FR04 A16O QIARIS OR SHEET 9 1112.1.1014 RE MO CRAM: To 6E 06G1oso 45041 0(ARTS NO4 SHEET 13. WREST ASE 706.UE Env 11.4E 060116 181. APPLY 70 common memo. Wel 140771 Era e* DEC e S2 � Q 60 - • 9 48466•11 - 642 W08 -14 some! of 13 1S 1 0 on 0% gni o 41 a°_ �7 v °01." 104• CAPAmr - PS, 0773232 moan zoo 56>>400r cam) 11.11aEarl >•1>a 1/0 505. 0155 50445. • • 3en Eaao • Rua UM • 11 a lee • 0 1)040 CAPACITY OuE TO GOER 'EV441 • 60 PSF AN$. GLASS .090 a1ma231 swamis MS BY 'OOPORr OR .093 FWERUWER %MEWL SW= CO/00M 8Y 5011/04 3/1W mi. 014 • GLASS TYPE '1' SIMONE DOW GOWNS 995 GE 1200 a2 0 Le40 CIIPACOY 011E TO 90318 FXfj +) • 60 *SF 3/16' 181. WAS 6/16' AIR SPACE 4' *61. ELM GLASS SYPF. SA' .210' =NIRYGIAS FM BY 'wpm' OR WV mum WM% WORM COIPOSRE BY SOuPW 3/76' AWL. aAss Dm comma 995 GE 1200 GLAZING OPTIONS a2 0 3/76. •110 1/4 PECE9 OF G1.45S 00 T14E 1/2' L *600 b W*T ARE •IFERGU CEMIE MX: 3/16' + 1/4' OR T/4' + 3/167 WOO OPACOt WE TO 10061 1YTj +) . 100 PS* LOAD 4041ND F 0018 TO MR E7444►) • 120 P5F 10*5 CAPACME9 SNOWS 51 CHARY OR SKEW 3 ARE 90R DOOd74 U20 4— /4' SILL 1*561175 FOR 000eS USQ/G tans 01.1 0120495 *aor 020202( +) LOADS AS 0140•11 ABWE. • •• • • • • • • CLASS TYPE '2_ ••• • • • •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • •••• • • • • ••• • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1/4 1£0 ST201'et6SS • 169' INTERINtER 90(9RYGLAS PUS 20 'WOW, • OR • • •• •e• •• •$'MNT • • • • SNICSYA 1ROR11 O91POiRE �'S0UN • • • • •• • • Vitt RFAT6971>♦1'O4 1ASS • • • P • ••• •• g 000095 GE 1200 • • • • 3F18' 1Eta GAS • • • • 6/16' AIR SPICE • • • • • 1/4' HEN 591188(f GLASS .090' MERMEN PL11S 6Y 'Nr OR .025 INDEINATER tam 59006 coldrosrte BY . SOWI1.& 3/16' 11847 S1RE8(D suss SIXONE o 00 COMM 995 GE 1200 GNAW • 11 V. '2A' PRODUCTREVISED somplyiag with ttut Raids Bathe Cad* Ampteingi N,0 Y. • • • • • • • • • • • • • • • • • • • • • ••• •• • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • ••• 4 1700 170.0 1704 1704 1700 •1899 1622 5 170.0 570.0 1704 1704 1704 170.0 170A $ 170.0 1704 1700 1704 1704 170.0 1704 1 4 0 3 1700 7700 170.0 *70.0 5704 1700 1704 1704 1704 170.0 170.0 1704 1704 170.0 170.0 170.0 1704 1820 770.0 170.0 134.7 3/8 9®11 spAC 170.0 170.0 1704 1704 170.0 170.0 7704 1704 1740 1704 170.0 1709 170.0 770.0 1700 1704 170.0 170.0 1704 • • 170.0 179.0 •• " 1740"_• 1700 170.0 1682 1740 1704 1709 1700 ma' 1573 1740 1709' 170.0 170,0 180.7 _ 150.1 170.0 1740 1704 170.0 143.2 170.0 1700 1704 170.0 170.0 170.0 170.0 170.0 1704 170.0 1744 170.0 170.0 170.0 1704 170.0 170.0 170.0 167.5 170.0 1740 7700 1744 159.7 1433 170.0 170.0 170.0 170.0 1462 142.9 170.0 170.0 170.0 1740 130. 135.1 768.0 170.0 170.0 170.0 128.9 570.0 170.0 1704 170.0 7700 170.0 1740 1709 170.0 1700 170.0 170,0 170.0 170.0 179.0. 170.0 170.0 184.7 1544 170.0 170.0 170.0 *704 146..9 140.5 170.0 770.0 170.0 1704 144.0 1344 1850 168.1 1700 1704 124.4 *323 153.0 758.3 170.0 170.0 117.1 170.0 170.0 170.0 170.0 170.0 770.0 170.0 170.0 170.0 170.0 170.0 170.0 160.3 170.0 170.0 170.0 170.0 1829 142.6 170.0 1704 170.0 170.0 138.0 129.7 1621 187.2 179.0 1704 123.7 1 204 150.0 1544.6 170.0 1704 114.4 _ 112.5 '1407 140.0 170.0 170.0 107.3 1709 170.0 ' 1709 170.0 • 1703 170.0 170.0 170.0 170.0 1704 ' 770.0 185.5 1493 170.0 1704 170.0 770.0 142.7 132.8 1684 170.0 1704 170.0 1263 165.9 1204 150.5 7642 1700 1740. 1149 153.1 117.1 1358 143.2 1700 170.0 105.9 1413 10368 1204 1333 170.0 170.0' 99.1 170.0 170.0 1700 1704 170.0 170.0 162.9 1794 170.0 170.0 170.0 1544 740.2 170.0 170.0 170.0 170.0 1332 124.2 155.2 180.1 170.0 170.0 116.5 112 4 140.5 1443 770.0 170.0 107.2 103.4 1292 133.3 170.0. 170.0 38.6 98.4 1208 1243 165.7 1740 92.0 1740 • 170.0 170.0 170.9 170.0 170.0 1356 170.0 170.0 170.0 1700 7485 132.0 164.9 1700 170.0 170.0 1259 1189 143.8 150.4 170.0 170.0 1114 1032 131.7 135.8 170.0 170.0 7005 95.7 *289 124.7 186.2 170.0 92.3 90A 1128 1784 104.7 170.0 85.6 170.0 1740 170.0 1740 170.0 170.0 1704 1704 1704 170,0 170.0 170.0 170.0 1704 770.0 170.0 170.0 1700 1709 1704 1709 170.0 170.0 170.0 1859 1740 1502 1704 1740 *87.1 145.2 1708 119.1 1109 704.9 170.0 154.7 134.1 1195 109.1 101.3 93.3 COMER OP 4 5 170.0 170.0 170.0 170.0 t704 170.0 770.0 170.0 170.0 170.0 170.0 170.0 1704 1704 1704 1740 160.7 152.1 140.4 131.9 120.9 1700 I 170.0 1 170.0 7700 1 170.0 1 1740 170.0 1704 1384 1700 170.0 142.5 170:0 170.0 131.0 170.0 1 170.0 ' 122.6 770.0 1 1704 F 116.6 170.0 170.0 170.0 170.0 1700 170.0 744.0 170.0 .124.5 1700 164.9 1696 143.1 1704 110.6 *70.0 1047 170.0 932 170.0 874 170.0 170.0 170.0 F 162.5 170.0 F 134.7 170.0 170.0 1 1181 1,71/1" MOE •,04 3 4 1700 1703 1@60 • • • 1704• 17910 • • �fe79 6 1700 170.0 • 9 - i ons '8 SPACE ▪ 1.62" 951[ *SPACII • • • etutr • • 6 770.0 170.0 170.0 170.0 440 • now 470.8 1010 • 1� 6709 H 1946. •70.0 • /Szu8! 170.0 1704 170.0 170.0 7740 170.0 1740 *700 170.0 • 162.6 170.0 170.0 149.5 163.5 170.0 740.0 1954 770.0 133.1 1700 170.0 1703 1704 170.0 170.7 770.0 170.0 165.8 170.0 1704 146.5 150.7 170.0 1354 1473 170.0 1207 '309 170.0 71148 170.0 170.0 - 170.0 1704 170.0 1740 170.0 1 70.0 '7850 1595 170.0 .1356 145.3 170.0 1244 135.0 168.8 115.8 *27.1 1089 1065 170.0 170.0 1704 1704 170.0 164.4 160.0 170.0 1421 147.7 170.0 1244 134.3 1674 *75.0 124.1 1553 *084 116.5 145.0 993 1703 170.0 • 1704 1704 170.0 1538 184.5 170.0 132.6 170.0 103.1 137.5 170.0 177.7 170.0 933 124.7 1553 105.7 170.0 85.3 1154 . 743.8 989 132.1 •1 160.1 847 107.5 1944 92.1 1704 170.0 153.2 170.0 170.0 170.0 170.0 170.0 0 126.5 168. 170.0 144.4 1704 1704 t 1069 145.2 170.0 124.3 ' 1573 1700 96.4 1280 160.7 110.1 1422 170.0 073 - 116.4 145.4 09.8 170.0 167.8 1700 119.3 170.0 1025 1564 170.0 138$ 1309 . 170.0 117.0 148.4 134.0 123.0 170.0 I 90.6 1248 151.0 103.4 167.5 • f f ( ' 613 100.* 136.3 93.4 153.8 75.1 100.1 1232 90.7 1743 143.1 1 699 932 1163 79.8 170.0 770.0 • WPC • 170.0 • HSO.0 •170.0 • ?moo 1709 1704 170. _1� 1700 1700 1704 170.0 1704 0 170 1740 170.0 1609 169.7 1704 170.0 1704 1700 166.1 154.2 145.1 770.0 1704 *700 1696 • 153.3 1413 *33.0 170.0 170.0 1704 1589 142.3 131.3 722.5 170.0 I70.0 165.7 1468 137.8 131.5 172.6 1700 170.0 1584 1379 124.8 1143 106.4 1700 1704 • 070.0 *70.0 1740 •70.0 •4. 1704 1704 1704 170.0 5704- • 1704 170.0 1704 1700 1704 1740 170.0 770.0 170.0 1704 170.0 1704 1709 1700 1700 1703 1700 *70.0 170.0 1704 *704 1704 1704 1663 170.0 1704 170.0 1704 1704 164.1 *53.5 1704 1700 1700 1704 166.0 762,8 *42.5 1704 770.0 170.0 170.0 1429 1390 24-7/4 30-1/4 36-1/4 42-1/4 48-1/4 54-1/4 80-7/4 24-7/4 30-1/4 38-1/4 42 -7/4 48 -7/4 54-1/4 60-1/4 24-4/4 30-7/4 36-1/4 42-1/4 45-1/4 54 -7/4 60-1/4 24-1/4 30-1/4 36-1/4 42-4/4 48-1/4 54-1/4 60-1/4 24-1/4 30-1/4 36-1/4 42 -1/4 48-1/4 54-7/4 60-7/4 0008. /4126 MOOS 80 94 90 102 106 114 120 ARwoB9 TYPE 'e 1/2 mpg SPACE CLUSTER OF 3 170.0 170.0 192.9 *46.9 135.6 1274 121.6 1700 1704 153.0 137.0 126.5 118.4 112.6 rob 161.4 *40.3 125.6 1 107.1 107.3 170.0 . 1444 120.5 115.5 105.4 97.8 92.1 167.7 139.1 120.2 107.0 97.3 940 34.4 157.2 130.1 112.2 99.9 90.3 93.3 779 147.9 *22.2 103.2 931 843 770 72.3 139.7 1202 99.0 6735 799 72.5 67.5 160.4 80.3 •107.1 122.2 1533 749 90.6 1144 1700 144.7 170.0 170.0 • NOTE: SEE SHEET 8 FOR ANCHOR TYPES AND OEI'ARS. ANCHOR CAPRCIT!ES USIED ON THIS SHEET TO BE USED IN CCILJ NCTTGN 907H GA55/WM=1NC Are MULuON CHARTS IN THIS DOCUMENT. LOWER APPLICABLE VALUES CONTROL PRODUCT REVISED e complying aid: the Raids Amapa= N4 Product ' 26 DEC Q 3.2009 • ••• • • •• • • • • • • • • • • • ••• • • • • • ••• • • *586 1®01'0 W 7930a as= 44149 '24-1/4 30-1/4 36-1/4 42 -1/4 48-1/4 54 -1/4 80-1/4 24-1/4 30-1/4 38-4/4 42 -1/4 48-1/4 54-5/4 00-1/4 24-1/4 30.4/4 36-1/4 42 -4/4 46-1/4 54-1/4 80-1/4 24-1/4 30-1/4 38-1/4 42 -1/4 48-1/4 54-4/4 80-1/4 24-1/4 30-1/4 36-1/4 42-1/4 48 -1/4' 54-1/4 60-4/4 24-1/4 30-4/4 36-1/4 42 -I/4 46-1/4 54-1/4 60-1/4 2441/4 34-1/4 36-4/4 42 -1/4 48-1/4 64-1/4 80-1/4 24-1/4 30 -t /4, '36 -1/4 42 -1/4 48-5/4 54-1/4 60-1/4 84 90 90 102 108 114 120 AwcU08$ TYPE 1/E' 828I( SPACE C1S5[8R or 3 4 0 170.0 170.0 1494 170.0 _ . 119. 1704 117.5 138.7 106.4 1444 1014 4338 97.3 728.7 167.7 1704 1443 170.0 122.4 1832 1109 • 1482 101.2 1340 867 126.3 90.1 120.0 1544 1700 1251 1720 172.2 149.6 1005 1333 92.0 122.6 67 1442 21.0 108.0 143.7 1704 110.5 4803 103 8 1350 • 924 123.2 84.3 1124 708 104.3 73.7 98.2 134.1 170.0 1112 448.3 • 98.1 12..2 •85.5 114.0 778 103.7 77 0 053 875 80.0 115.7 1674 104.0 1367 89.7 1196 79.6 706.2 72.2 963 88.8 858 622 830 1123 107.7 97.7 1303 84.1 112.1 74.5 09,7 674 239 62.0 82.7 578 77.1 111.7 14114.4 rr' 0 21.• .1128 • 79.2 4083 70.0 933 832 563 84.2 77.3 1704 470.0 170.0 170.0 4703 1693 16 1710 170.0 170.0 170.0 166.7 167.9 160.1 1704 1704 170.0 1675 153.3 1425 135.1 170.0 170.0 ' 170.0 154.0 1403 1314 1'.03.8 170.0 170.0 160.3 142.9 129.7 120.0 1128 1700 170.0 142.8 1324 120.4 111.1 1039 170.0 1628 140.2 124.2 112.4 1034 964 !7720 183.8 1. 132.0 110'.8 106.3 967 DESZGM WAD CAPACITY - 92P (89.0.50382 ANCHO3s TYPE '3' 3/6 1IsimI SPACE 0.145768 OH 3 4 _ 6 70.0 170.0 170.0 S 4 6 170.0 1704 170.0 170.0 1706 1704 170.0 170,0 1672 1704 1700 1704 1710' 7710 1629 1248• 170.0 170.0 170.0 1704 155.1 1473 139.3 170.4 170.0 1704 138.9 144.9 1343 1269 *M0 1704 1693 147.1 733.7 123.7 118.1 170.0 1709 7543. 1369 124.2 1145 107.1 1709 1660 . 1443 120.1 1 106.6 994 17114 156.4 138.1 .1713 _1058 99.7 923 1/4' 53174 59.666 0125362 OP 5704 1704 1704 1704 170.0 170.0 170.0 770.0 470.0 170.0 770.0 470.0 170.0 1704 1704 170.0 770.0 1760 170.0 170.0 170.0 1720 1760 1720 1700 399.6 1704 170.0 1704 1700 1760 1649 184.7 179.0 0 170 7700 1703 1655 152.7 1428 0 170 1720 170.0 '1704 1545 142.1 132.9 1704 710.0 1700 1614 1448 133.0 123.7 170.0 1 170,0 170.0 170.0 166.8 7760 149.5 137.9 179.0 128.6 170.0 123.7 170.0 • 170.0 170.0 170.0 1706 1557 170.0 1'40.0 170.0 1227 1710 120.5 170.0 114.5 1700 1704 1704 1862 4720 142.7 170.0 127.8 170.0 117.0 170.0 1094 1700 1011 170.0 170.0 170.0 152.0 170.0 • 131.7 5704 117.5 1720 1072 110.0 93.7 5740 1704 170.0 7413 1720 122.3 1704 1069 1730 995 1710 973 1700 OSA 1700 159.9 1704 152:3 1700 114.1 170.0 101.3 770.0 91.8 7703 84.7 170.0 79.2 1760 150.5 170.0 - 124.3 1709 707.0 170.0 94.8 170.0 93.7 1700 729 1857 73.6 170.0 142.1 170.0 1192 170.0 100.7 470.0 934 1710 155.2 430.4 738 154.7 • •• • • 3 - - • � • , • •• • • A 8555 OrAce • 8 _ 4 6 170.0 179.0 1 32. 7 165.9 81.0 108.1 171.0 1704 1704 164.2 1710 170.0 i343 •180,0. 170.0 170.0 121.7 jt•23: • _ 4704 - 170.0 112.3 10.8. 1704 1760 1054 101,8 • 1740 • 8+5 14 170.0 1017 ' 534.4 170.0 170.0 X 170.0 1704 170.0 7704 143.3 1700 170.0 170.0 f 1284 - 1891 170.0 • 170.0 1 •1134 *• 7624 ' 170.0 170.0 '104.8 1393 180.7 170.0 i 961 1309 152.8 170.0 I 93.3 124.4 170,0 170.0 ! 19.3 170.0 1710 1700 133.8 170.0 1120 1704 f -1122 V 156.0 170.0 170.0 104.0 155.6 158.71 170.0 ' 95.2 1274 145.4 170.0 i 86.7 118.4 1373 1720 1 83.9 1413 170.0 170.0 148.8 170,0 1704 7704 1227 1634 770.0 170.0 + 107.2 - 143.0 190.8 170.0 1 93.7 . 7278 143.0 1704 87.3 1564 125.0 156.2 i 76..3 101.7 170.0 170.0 1394 170.0 170.0. 170.0 1 1152 1535 163.1 1700 99.6 1329 145.1 170.0 r 88.8 118.7 132.0 184.8 816 1073 122.1 174.8 96.4 1143 1411 032 5704 170.0 1 130.2 173.0 170.0 170.0 L 107.7 143.7 1522 170.0 929 7239 139.1 108.9 110.0 171.5 153.1 74.8 998 7130 1473 894 _ 024 705.7 132.1 • 845 861 170.0 170.0 1223 193.4 115.8 170.0 1012 _ 1350 142.7 1700 93.1 1162 1224 1579 77.1 1029 714.4 142.9 !•a 93.1 1052 131.5 644 55.7 58.1 122.8 110.0 1700 1584 170.0 115.7 154 f 12 I 127.5 134. 1673 824 109.3 1 127 148.4 725 96.7 107.2 984 134.0 554 873 123.0 80.1 _ 89.1 1143 664 74.8 818 170.0 170.0 •170.09 • t • • • • 170.0 170,0 7704 170.0 1704 1833 1554 170.0 170.0 170.0 7704 735.7 1474 139.9 1720 170.0 170.0 159.5 1454 135.0 127.1 1720 170.0 165.0 147.7 134.3 124.2 1 195 1704 170.0 154.8 137.5 124.1 115.0 107.5 170.0 5627 1452 1255 118.4 107.1 09.8 170.0 1930 1'368 1204 109.1 100.1 93.2 1 1 • • ••• •• •• • • • • • • • • • • • • • ••• • •• • • • •• • • • • • • • • • • • •' • • • • • • • • • 'N •• • • • • •• • • • • ••• •• • • •• • • • • • ••• •• SEE SHEET 8 FOR ANCHOR TYPES AND DEf,AP.S. ANCHOR CAPACITIES LISTED co THI5 SHEET TO BE USED IN CONJUNCTION wfTN GLASS/REINFORCING AND 6IU1.1JON CHARTS N TN6 DOCUMENT. LOWER APPUCAS.E VALUES CONTROL Fh4t AMMO 1375 FlJ► (,_1003 6/U1. V , DEC 0 Mg • •• • ••• .. • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • . ••• • ••• • . SU. MOUT Met NOT NOROVID R IR D 67ALUT OS 1LV'Ot INFILIMMON MOMI1kCE IS RECIUIPUL WDL tams ,OW rat 111$ 1+14, 6 THE 3NLE'AB 4-1/ RR'fA, • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .• • • • • • •. • •• • • • •• ••• •• • • • • • • • • . • . . • • • •• • • • • • ••• •• NIZES.; t7t - .30" x 1-5/8" WEEP SEATS WITH PU4SIIC COVER AT 9" FROM EACH END MO ±48" O.C. W2 - 1/4" X 2" NEED SLOTS ifif 4' FROM EACH ENO AND ±12" O.C. W3 - 1/4" X 5/8" wEEP HOLES AT 9" FROM EACH END ANO *48" O.C. DEC 032009 ,PRODUCT MI= as CO- QI1/ia$ withthe I3otida Build* Cads Aa+Na Dale -1711 F-41kA • ProductCmbW a drawing •d 1W08 - 14 meet 7•E r• TYROL moms cLusTERS /ff 1110. STILE & COMM SOS SIX VMS QUI .' . .. : ANCNQD25 TYPES A AND D R1P3 2DY WOOD ROMS OR MOOD SIM:T 1O 2c6 OR 061601 • wren AT UTC. INTERLOCK ENDS SEE STIEZ PoR ANCHORS TYPES A AID) D 52*111 18r MOOD DUCKS MO 3 R9 COIILRETE NOM CLUSTER OP 3. on S AT slot EKG ffi raa SNDEIS S 6 In OR WEER Vico Rocs a . a- ANpgRS TYPES El OESdLY 1150 3 KS] Oo1YCRETE 1�t s1R0NGIY 6RO* 810 6006 P9 YIN. CAL cosi TRH 91009 LAOS TO scRuCRATE • TYPIGLL 09000 5 Es CLUSTERS & t6r>1DeUOIx EMS � X8 6 8- 109. co • •. • • • • • • ••• • • • • ••• • .. . • • • • • • • • s • d *SC ERIS • • FOR OuNtruE• .. s •• ► REEEDRZWEIUREELRICIME 2 s eP amt. mac RDA. PRESSURE EXCEEDS 105 PEP RIt Now= TYPE YE OR on SWET SIN SPLICE MEM 1/4 11. • FOR &MDR TYPE 1 • • • • • • •• • • • • •.. • • • • • • • AMO S TYPES B AND E TWEEDY 5110 3 145 CONCRETE • • ••• • • • • • • • • • • • • • • • • • • a •• •00 Sums AMID MU& 51RUCNRBS NCR ELY CO MOMS RUST Snow LOWS IMPOSED ELY OA21110 5351IA AND SUIREPER THEN TO THE ERA SIRUCTIE E. • • .. • • • • • A10 • • AS CURREN . • . SEE NM. sate RN OIINNRIEs •• • • • • LPIOHORS TYPES C • r150 TEM. STRUCTURES OR APPROVED 10211006 Kean P;41011 %Oa CAA DEC 3 METAL UMUL141Q3 TY tgaL ANCHORS: SEE ELM POR SPAOII6 TYPE A - sits dA INTRACON Sr Taco' 0.177 0s. y=155 093 OM 2811 1V0o0 DUFCES OR HOOD STRUCTURES VENN 1 -1/2' 6oL ICON INTO W000 9100 Mr WOOD BUGS EYED 0000*E1E VEM 1 -1/4 YIN. E7ATE0 0/TO CONCRETE TYPE 1Y - 0 5/16 D10 u1.TRACON BY Y1ar (F..077 0s. P,.ISS 162) DIRECTLY INTO 00FR7O:15 WWI 1 -1/4 YEW EMBED INTO ONE, TYPE 'C - 514 she OR %IF OWING SC0ED3 ST/S5 Woe 2 0w) Imo NEYAL SLRUGTU1S sun : 12 5/ SA. ex RIK (5 NW (60533 -15 *IN.) (slut. I1 comer wim au*tr i a TO' OE wow OR PAIRED) TYPE 1Y - 1/4' DII N55I ILMEL - CON V (P-163 *06 P.•157 DSO UNTO 28Y ,FOOD 8006 CEt HOOD STRUCRIRF3 MDTI 1 -1/2- YIN. ME7H.71w= INTO WOOD 191*2 Ter MOOD SUCKS EN50 commie YE94 T - 1/4' 101. om 4$I0 =m em TYPE 1i — 1 /a• W 111111 0 1K-CON e (P•463 14 5..157 10.) DIRECTLY 1NItO CONCRETE OWN 1 -1/4 tilt DIBEO INTO COIL. INTO CONCRETE AND MAS01**Y 2 -i/2 R11. AT 1/4 ANCHOR MU COMMIE AND MASONRY a 3-1/8 R1. AT 5/18 ANCHOR INTO 11000 STRUCTURE - 1 SR*. MO ITEM 8TRUCIURE - t/2" 006 PPODUCTIONISISD yBO Plodda e AccarAgAce140 • • .•• • • • .•• •• .• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• PACKET BOOK ANCHOR CAPACITY — PSF 4 ORSVPE :St es c 101. gem , :, ° *sr PFI1d.11211119 35-1' 4 42 -1/4' 49-1/4 ' - Pr save � ea � .. 1/4' ow 123100018 9V vor to Vo", PDX Fp= 10 9 • WOW IIMMII 111 1 a: 11 K T 1 60.0 01 32.0 1M0 t /4' Ow 10111•41011 � Bt' � 0 I. 18f 119) mom IN 50.0 °M EM 1 -8/4 .. 1• • 1440 020h •142.0• : 41.0 640 r'ii" . . 0, t. — '12 J/4' 17120 170.0 1300 1310 1'200 • • ••• • • • ••• •• •• • • • •• •• • • • • 6 • • • • • • • • • • • • • • • • ••• • • • • ••• .. • ••• • • • • • • • • •• • • • • • • • • • • • • • • • •• • •. .. • • • ABOVE COX 6 Fo• t2' .IW. Ao FOR 8' SPAGIO snugly 1i1P•Cjy 42. Ear:galas° Mae E 3 DEC 11 3 2003 PRODIXTREVISED comply* as the ds, • • Maids _/ Aoaepteu No' ° • `I' t 7711 , 1 y • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1• • • ••• • • • •• • • • r • • • • • • • e • • • • • •• • • • • • • • ••• • ••• • • • • • • ••• • • • • • • • • • • • • • ••• •• • • 1.0 1031 ( 1 2,175 ••2. (111 Z �' ' i n •0 Q O /� !$f f1 c g `.. o dt o I till 4 59 i ,• ,$30 • 1 0.473 Q� 717. O • ST O keg r-7-141-1 { �o °"" 1..770 'ao: •• sso • If 1111 „.._... ._ 0 � to 1.11.2 _ ` Zan ti 2as2 • - ' 1,1w .410 © FSL PANEL RASE `` m I i i : ( 4 r szr 3 i § 14d S 1 { 83 .8 , ` S�.>! � LL ...__. -_.-. 7w. 2452 t ma 3000 ,�, 1 GRAZING GEMS 047ERSOCX SUM I 8.730 .241 u STILE REINFORCING .""/ • 2 '0 I% a 10 .002 37o �� w .{1000 ` 1 1.122�i �. i f l r .772 8 � U 3739 ( 5374 1 1 ,.122 i —_ > 9] CLASS 22� 1 . 9'17 l-..—% -- SOTTO* RAIL ..,. ® ASTS 1.500 L SIRE 0 iL1II 3 FOIE JAMB - _ ppp 220/0 &449 . i I - _ �.. _a$ , e 8o Tope OPARi MOO DEC 0 37009 A IMIldiagOade No • - • � �o- 1F'�i�sa{Q �' -;1 MEET 0O NOM no. �4 8378 EPA& E SILL O ® , SILL RISER (swami) sax RSER {If - RtSEj 7 � • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1 16 7U $ 11)14£. 1187E POE 0EA1) 73 Fax,` 014H FAN PILE WM ILT OC R 6R EXTRUDED =OCR l EXTRUDED .167 816E X .280 SYOLE RN ZONTA VFRMJY.L ) h 03-3e44/ WOES ' os. 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PASS AMPATS 033. 04144 6063.75 - - AS REM MASS /P4811 030174611 .. -. - • c..w.... •80•16 1 4s - - • .. . 13 CO AS 11EDi4. cuss /`D►P4ER^(N9*. 6663 - 7• - 2/ Rx, PANEL Ni. Nye_ 111LSf. r Lac 8083 - 75 Ammo) 7614 /6 8 3/4' PR PEl TEA 14 064 -560 AS MOD. 948 4 . 60.0.76 LOCH • Dom t6: - 11' T5 478 - 977 • AS SSW. pOg64T 6002 moos 6063 -76 - SEALAA(15: ALL FRAME AND PANEL 401NT. NSTALULT)ON SCUMS AND HEADS•OF ANCHOR SCREWS AT SILL To BE SEALED WITH SSS(E/A)UM COLORED SUCOvE. • • ••• • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • 0 • • • 0 • • • • • • • • • • • •4q • • • • • • • • • • • • • i • • • • • ••• • •• • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • •• •• *ST NOM 141911 cm" 3S3S DEC 0 3.J13 PRODUCTREVMSD staomplylag Cede W4FiatMa Aeam0 Dale Divid a 2. • • •• • • • ••• •• •• • • • • • •• •• . • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 20-1/4 32 -1/4 36-1/4 44-1/4 50-1/4 86-1/4 62-1/4 28-1/4 32 -1/4 36■1/4 44-1/4 50-1/4 56-1/4 62-1/4 26-1/4 32-1/4 36-1/4 44-1/4 86-1/4 55-1/4 62-1/4 26-1/4 32 -1/4 36-1/4 44-1/4 10-1/4 56-1/4 62-1/4 26-1/4 32-1/4 36-1/4 44-7/4 50-1/4 06-1/4 62-1/4 140,5 1400 140• .a • 140.0 - 133.1 .- 124.5 138.3 1249 1161 106¢ 1400 1400 1373 1102 1011 62A 67.5 1400 140.5 140.0 1400 '14Da 1400 740.0 1400 1405 140.5 1400 1400 1400 1400 740.0 1400 1400 13Q» 1400 WM MGM MEMO IMMO MEOW Mani MOMMUMEZIM MOMMOOMMIMM MIMS IW.0 MOEMON 0 • •• • ••• • • • • • •• • • • • • • • • • • • • • •' • • • .• • • 7114041. pools *sr F e * OAS 4l0 16-1/2 0.C. 566. • • • • • • ••• • DEC Q 3 203 3 1/4' 37/4" 3 1/4' sheet 130i 13 RI E 4 i 1 E E 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R SABIC Innovative Plastics US LLC One Plastics Avenue Pittsfield, MA 01201 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.236" (min.) Lexan XL10 Sheet Storm Panel Shutter APPROVAL DOCUMENT: Drawing No. 07 -444, titled " 0.236" Lexan XL10 Sheet ", sheet 1 of 1, dated February 15, 2008, last revision #0 dated February 15, 2008, prepared by Thornton Tomasetti, signed and sealed by Gary F. Panariello, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 0127.05 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. if It ,�, o,s A5-i2mo MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamldade.gov NOA No. 08- 0303.05 Expiration Date: 03/15/2012 Approval Date: 05/15/2008 Page 1 SABIC Innovative Plastics US LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0127.05 A. DRAWINGS 1. Drawing No. 05 -588, titled " 0.236" Lexan XL10 Sheet ", sheet 1 of 1, dated January 23, 2006, prepared by Thornton - Tomasetti Group, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Static Wind Pressure Test of Lxan Shutter with Mullion, prepared by Hurricane Test Laboratory, LLC, Report No. 0404 - 0521 -05, dated August 05, 2005, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Calculations for 0.236 " Lexan XLIO Sheet, dated January 23, 2006, page 1 through 5 of 5, prepared by Thornton - Tomasetti Group, signed and sealed by J. W Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -588, titled " 0.236" Lexan XL10 Sheet ", sheet 1 of 1, dated January 23, 2006, prepared by Thornton - Tomasetti Group, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 2. Sales agreement. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08 -0303.05 Expiration Date: 03/15/2012 Approval Date: 05/15/2008 .25" 14.00" 14.00" 14.00" , .25 A ► B , s at>•s. �.a .f 0 ■ta061 a 4.1.000 " 1.600" II .125- 500' O O S CALE a HALF SIZE b O TYP. SECTION A SCALE a 3" 0 1' -0' 3.000' 52.50" r .125" TYP. (;\ f ULLION ALE a HALF SIZE 54.00" .75-J TYPICAL ELEVATION SCALE: 3/4" 0 T -0" 3.25 B O SECTION AT MULLION SCALE a 3" 0 1' -0' .125" R.125" TYP. .093" 3.000" ® ALT. MULLION SCALE + HALF SIZE 3.25" Pta MAX. DESIGN LOAD .6 64 PSF FOR CONCR TE Al O BLOCK USE 1/4 "0 MALE OR FEMALE TEXTRON PANELMATE p p WITH 1 -1 /4 " MIN. EMBEDMENT AND 2" MIN. EDGE 1144G� MO ALLE O�R� FEMALE ppTTyEXTROND 750" PANELMATE EDGE G00.553 FRAMING VER OF WOOD FACE OF 2x6 STUDS FIELD BE CENTERED IN STUD. O MULLION FASTENER 4 SCAtFrfAtFSIZE 54.000" O LEXAN XL10 9 SCALE a HALF 512E 1/4-211 STAINLESS STEEL MACHINE SCREW WITH SPACER NUT AND ZAMAC 3 ALLOY WASHERED WINGNUT TYP. SECTION C SCALE +3' -1-0" GENERAL NOTES. 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY ZONE 1 VHZ) COUNTY FLORIDA BUILDING CODE 2004RWITHH2005 VELOCITY HURRICANE 2. THIS SHUTTER SYSTEM HAS BEEN TESTED FOR LARGE MISSILE IMPACT RESISTANCE UAS 20M LO AD RE S T AN CEb ANDD CYCLIC LOAD RESISTANCE IN CONFORMANCE WITH 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, A DIRECTIONALITY FACTOR OF Kd 0 0.85 SHALL BE USED. 5. FOR SITE - SPECIFIC APPLICATION ARE THIS SHUTTEROSYSTTEM CLUDE INFORMATION 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA AOMINISTRATIVE CODE. 7. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM :Rif SUBSTRATES -- DETAILED HEREIN. - - -- " 8. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 9. BUILDING OFFICIALOMAY ONE OF THE FOLLOWING OPTIONS DO THE Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED, DATED AND AND JUSTIFY FY THE DEVIATION. ENGINEER ID DOCUREGISTERED HALL BE SUBM SUBMITTED TO T THE PRODUCT ENGINEER FOR REV AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ' ZONE AREAS ONLY OPTION I" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 10. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A M IMUMO OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED SABIC INNOVATIVE PLASTICS US LLC PITTSRELD, MASSAOWSETTS NOME -DADE COUNTY PRODUCT CONTROL APPROVED 11. ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY, U.D.N. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A • A MINIMUM TENSILE STRENGTH OF 60 K.SJ. 13. LEXAN STORM PANEL SHALL BE 0.236" THICK FLAT SHEET LEXAN XLIO AS MANUFACTURED BY SABIC INNOVATIVE PLASTICS AS REFERENCE IN MIAMI -DADE N.O.A. No. 07- 0212.01. 14. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. TYPICAL ANCHOR FOR CONCRETE AND HOLLOW BLOCK USE, 1/4 "0 MALE OR FEMALE TEXTRON PANELMATE OIST 1- 1 /4 "pMIN..�NE�MBEDMENT AND 2" MIN. EDGE FOR 1/4"0 TH O MIN . EM gN 7 A //I -MATE SPECIFIC GRAVIT G00. O R GREAT VERIFY FACE OF STUDS SHALL BE CENT RED OV STUD. PRODUCT' REVISED Bedding MYYmPIYMIL Cadet DN( ANYPRIINNo 0.9-o3 or .c EzpI Ba* Data O'3 �0 Dade DINalcm L- iii i 0 0- .-J O. Cy TJ 7 to Gary F. Panallello Pmmrilm. +eneaeet !1 FL License NOI PEOWe.1 �i 1 02/13/2008' �AS No11DJ 1 I 0 i y yy a � a gg "6 F .1 07-444 I sheet1 of 11 P E 7 L' N - _T_4 1Q er- I , Miatn! , no V 1.- APPR BPY , DATE ZONING DEpr ...... BLDG DEPT , i . ' SUBJECT CO 0111CMPVAN? FEDERAL STATE AND CGUN , HU is AKfrivc u LAT' oNs Daryle L. Osborn, P.E. Contractor: Project Name: Charles del Vecchio Master Permit #: Product Information Opening Type ENGINEERING SERVICES, INC. "Serving The Florida Keys" Window Data Certificate x Window - Garage Door Manufacturer CGI, Armor Screen, SMI, Sabic Design Standard ASCE —7-05 Wind speed 150 mph Notes: Signature-PE #27428 Attachments: Comparative Analysis Product Control Approval Date: 05-25-10 CGX.: 0%3.04 Cre I CAS - loi O. 0.1 Cgzr ow- 0530. 01 C.QC : - 1114 . c'. %OK). 02 ZIYU AMA.: Dg lODS : 01- 4 -14 3s461C.: CR- OX03. Address: 1330NE 103 St X Door Other S 2010 or • • • • • • • • • • • • • • • • q i.,..,:d ,,,,,._-• .t1 •!' .:-.:. A• ' ..,,, I .. ,.• •L:2;." 4 ", ', fe • • • --,— '"--- • • • • ,r • 0 '.: "; • • '•/• L,„ ) ,;; •—% D te 86801 Overseas Highway • Islamorada, FL 33036 • (305) 852-0262 • Fax (305) 852-2924 • • • • • • • • • • • Building Information %� STRUt . � Job Information Wind Velocity (mph): 150 Importance Factor. LW DirectioExposure Category: Fader (kd): 0115 Internal Pressure Coefficient '+P: 0.18 Mean Roof Height (it): 20 Banding Width (ft): ( 60 Building Length (ft): 90 Roof Slope (x:12): 4 Width of End Zone (ft): 6 Calculatins Type: WALL OPENINGS Job Number: Company Name: Keys Engineering Prepared By: A.S Date/lime: Charles 8:52:44 AM Client Name: Charles Del Vecchio Job Description: 1330 NE 103rd St. Miami, FL -Y' 1Opening Opening Desc. ( ILocationZonellOpeningElev.( ft) 11OpeningWidth (in)°OpeningHeight(in) Max + Pres. (pst)1 52.1 51.0 51.0 Max - Pres. (pst)I -56.5 1 -55.4 1 • • • -55.4 I A II Casement II 4 11 7 0 26.5 11 38 1 B1 11 Casement 11 4 11 7 11 39.75 0 50.63 1 B2 0 Casement 0 4 0 7 11 39.75 0 50.63 1 B3 11 Casement 11 4 11 7 11 39.75 11 50.63 • S . 0 • • 4f.9 . I...: 147 ...Al I' •••-55.4 • •F 1 Cl 11 Armor Screen 11 4 0 7 0 54 0 92 .: 1 1 ` • • "51.1 • ' � t • • • -69.8 :1 I c2 11 Armor Screen 11 4 11 7 0 78 - 0 92 I D 11 Casement 11 5 0 7 1 355 38 1 F 11 Casement 11 4 0 7 0 26.63 11 50.63 1 0 • • f;2.1 • •. -56.5 .. I G 11 Sliding Glass Door II 4 11 7 11 72 ,11 80 0 36 0° 84 36 11_ 84 36 11 84 0 36 III 84 36 11 84 0 36 11 60 36 11 54 36 11 48 36 11 42 36 0 36 36 11 84 37.75 0 87 ••;•8Z4 Jt • • • b.6 • • 496 - r . 0.6 : 1 49.6 50.7 51.1 51.5 51.9 52.1 49.6 49.3 • . • 51.8 • • 1' • -64.7 • • i -54.0 • • • • -54.0 ••• -54.0 : �I' • • • -54.0 -67.0 -55.5 -55.9 -56.4 -56.5 -54.0 -53.7 I H1 0 Fixed 0 5 11 15 I H2 ll Fixed 11 4 11 15 11 1 H 11 Fixed 11 4 II 15 11 I H4 11 Fixed 11 4 11 15 I H5 11 Fixed 11 4 11 14 11 I H6 0 Fazed 11 5 0 20 1 H7 11 Fixed 11 4 11 19 11 1 H 0 He U 4 11 18 11 1 H9 11 Fixed 11 4 11 17 11 I 1110 11 Fixed 11 4 11 16 11 I 1111 11 Fixed 11 4 lI 15 11 1 1112 11 Single French Door 11 4 0 20 11 1 1113 11 Fixed 11 4 11 19 11 36 II 108 36 11 108 36 11 30 48.7 48.7 52.1 -53.2 -63.0 -565 1 H14 11 Feed 11 5 11 19 11 1 1115 11 Fixed 11 4 0 16 11 I 1116 11 Fixed 11 5 0 10 0 36 11 108 37.75 0 84 36 11 24 36 11 108 36 11 84 36 11 84 36 11 84 36 11 84 48.7 49.4 52.1 48.7 49.6 49.6 49.6 49.6 -63.0 -53.8 -56.5 -53.2 -54.0 -54.0 -54.0 -54.0 I 1117 ll Single French Door II 4 11 7 11 1 ins 0 Fixed 11 4 11 9 11 I 1119 11 Fixed 11 4 11 10 11 1 H2O 11 Fixed 11 4 11 7 11 1 H21 11 Fixed 11 4 11 7 11 1 1122 11 Fixed 11 4 11 7 11 1 1123 11 Fixed 11 4 1 7 11 1 H24 Fazed 4 7 36 0 84 49.6 -54.0 1 1 11 11 11 11 FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Page 1 of 2 file: / /C:\Documents and Settings \asala7ar\Desktop \Windows & Door Cal \Charles Del Vec... 5/28/2010 • • • ••• • ••• • •• • •• ••• •• • ••• • ••• • Opening Mark Opening Desc. Location Zone Opening Elev.(F) Opening Width (in) Opening Height (in) Max + Pres. (pst) I Max - Pres. (pst) K Casement 5 7 26.5 37 52.1 I -69.8 L Casement 4 7 26.5 37 52.1 I -565 M Sliding Glass Door 5 7 72 80 47.4 1 -60.4 N Casement 4 7 26,63 50.63 52.1 I -56.5 0 Casement 4 7 37 50.63 51.2 I -55.6 P Casement 4 7 37 50.63 51.2 1 -55.6 Q Single French Door 4 7 34.75 81.5 49.8 1 -54.2 R Project Out 4 7 19 38.5 52.1 1 -565 S Single French Door 4 7 39 80.75 49.5 1 -53.9 T Lexan 4 7 46.5 35 51.7 I -56.1 3 Fixed 4 7 50.63 37 51.2 1 -55.6 E Fixed 4 7 60 16 52.1 I -56.5 I Fixed 5 7 36.25 113 48.4 1 -62.4 1 Fixed 4 7 36 70 50.2 I -54.6 2 Fixed 4 7 26 84 50.4 1 -54.9 U Fixed 4 7 26.63 50.63 52.1 I -56.5 "25 I1 Single French Door II 5 11 7 11 355 11 84 11 49.6 11 I Single French Door .1 5 7 30.75 82 ( 50.2 • • • • • •• • • • • •• •• • • • • • •• • • Page 2 of 2 -66.0 • • • •• • • • • •• • • • • • • • • • -64.8 it • •• • • • • • •• • • • •••• •••• • • • • • • • •••• •••• • • •••• • • • • file: / /CAnncnmentq and Setfinps \asala7ar \nesktnn \Windnws & Dnnr C:al \Charles Del Vec___ 5/2R/2010 • • • • • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - A 0 2° "2 /i •b1_ 2:1 re M I 1 0 ) W SZ./ 56.5 D 4- 16 l 6 4' -29 ' FC M 1t0 EV- X1.0 55.4 ar 3 1 ' 4 ( - /e FC t1 ) q 0 1W 51 654 t )3 3 S-34 4) -2 Yk '. r'! ) t 0 1 c? ( 57.o 5 5 4. 6e-- .- C 4 7 Ars M fb 90 479 52.3 0v_- C2- 61-‘11 718i1 S fri 10 90 4 . 7 6/.l a - 2 312" FC F 2 ' - 2 5 / 8 4 L 2 ' F c M . 11' 0 1 't ( 52. l 5 6.s - G 4 ! _ o " 6 r -8 4 560 Al - 80 474 S/. 3. ©l<..1"6" NI 3'-o►' ,` F� E Jt, Si 3 '49.6 647 ow_ x- H-2 3L..di 1-.c'f rx .. .... ...Oil?... 31, �i 49 I, At? . k3 3?-0 7� - ®) rx ;: •1:: . :.:4,3. ef 3 496 51,0 c)ce... NAME 2koyIe E1 tkcchr2) * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller -- SGD = Sliding Glass Door * *E =End M = Middle • . • • .. • .... .. • • • • • • • • • .. .. • .. •• .... . A.:3. ^ 4 vme .5 ere 6I n IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIG 1 � ... • • • • ... • • • • ... • • • • • • ... • • • • ..... • • • • • • .. .. • • • .. .. ... • • • ... • • • • • . _.• • 044 1 x / UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + (--116 3 3 9 © FX c g: 3 8f, 46.7 (33.o r 1417 3� ► % i 71_011 1 =3 M /00 1(0 49.4 53.8 C: ki I S 3i O" 2 Fg M 8f,' 81. 52.1 56,5 )4 l J ti 9 -0 FX M g(', &(,.3 46.7 53.2 az, 4-1,20 gd 7 + fl ) Fi ti °e ? j 6y, / 4 9. 6 54.0 H.21 3'- d' - 7' -0U F).: M 0/, 3 g r, 4y4 540 az_ q,22 3 fl Fx M el, ? 81, 49.to 54.0 Pe- et,..- 142 3 71- o" x M , (97, 9, 49 G 54.0 1 42 ( 3 7! -d p M 0(1 86 49.6 54.0 0/e. 1402s- 2' II / Z ' - 7 ) -0" rD E /00 1/0 .4 9.k, 4.4.'B J 2 ‘ FD . ..a. :::. ..11�G'3 . .. l (4 60.2 4(.0..0 b0 Dc.— >4 2 ' 3I ..•6..: •.: ••r j tqs 62.1 48. S ace_ NAME 0.1icerko .De) Ik c ,a * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door el * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT .20 • • • • • • • • • • • `• .J... .. ...7 •••• ••••••• • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • ••••• • • • • • • •••• • • • ••• • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - J 4 3 -oar 7/-0'' F M erg) 8 r, 3 4 54.0 4 16 i4 5 -l3" 71_011 �x tot et,3 81,, 49..6 54.0 Lb, V- 314( 5 Re t 8/1.3 6, 3 50,7 G7.0 v� 31411 4 , 6 " Ex r4 6 3 el, 3 '5 t.1 55.5 da- - la-8 31.011 4' - d'+ & M 31, 863 51.5 55 9 al-6" to 3 A' el, I-9 54,4 4- N `3-0 .3 -0' F A M &,, ,(, 3 511 56. lie._ It 3 o 7 a" nt 1.1 . 3/(3 8/,› 4 9.4 54.0 411. 3' - 1 Vn 7L 3 F'D • H /CZ I f0 49.3 53.7 0(4 V-1l3 3i_ 9 Lou FA M 86,? 3 45.7 53.2 tiv 46- 014 ©'' 9'--tY 4 . .. : :: . . A +.... go 48.0 63.E C?. 02-- 1-11 4-d' 2142" Fx • .. ..tit..: :.: '.3x, j .. • 8/ 52./ 54.5 CiE, le- NAME ail oY La , J l/QeehiO * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT 20 • • • • • • • • • 000 • • • • • 00 00 .. • .. .. 000 • • • 000 • • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - L. 1- 2,/in 3‘- 1 M 1( 0 19 f 5 2.1 56.5 -jG- M b' - 0' 1 6 -(3" D E 47.4 6o.4 bk N 2 '-z %j 4 2, FC M 110 1 R 52.1 5 6. 5 et, -4- O 3 4 -278 F: M 1 l0 l ! s 5 ( .2. 6'5, r p 31 -10 4L2 Yo 11 b ) 9( 61.2. 5 `3.4 04 :2' - 6' -9iz" FD M (bib (LO 99.b 54.2 t 12. II - 7 al- 2'A' PO M `10 11-0 52 .1 56.'5 CIA- ' 5 31 -3}' 6 1-$%' FD M , )00 l CO 4 9. 5 5 5 °f 7" 3' -lo %i 2 -1 » L . r-1 . (e "1 5).7 5( .f at, 4 eg 5 -1 'FX h) r"1 /1 S1. 55.6 E 5' o 1 Fic .. . ... . /./Q .. )9J 5Z .,I 56.5 1 31_pyfn 9 • • • • ..•4:: •.: '.'• .3.• 3(,) 484 6Z. icy,- NAME eAcayles Pei heck 10 * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle • • • ©= Frost+ 3u IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT - 2 0 1 ▪ • • • • • • • • • • Typ • • • • • • • • •• • • • • • • ••• • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - 1 31--d/ 5! 1 ® " 04 6 (, 3 86 '?J so.2 54.(, A- Z z' -2 • 7 fe' F)( m e (, ei, 3 50/4 54.1 f Li 2 40-2 F$ h2 8 (/ 3 81/ 52., 56.,5 d - .... . . ...... • • ......... .. • ... ... • .• • .. • • . • .... • . • NAME Ci oY (es dal Vecchio * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT •.• • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • .. .... • • .. • .... • • ••• • • - - 0 • • • • 16.. • ..■•■•■ ••• • I I [Ii 2 _J. • • • • • • • • I • -1 ir • • • • • ti t • • • • IP • • • • 0, • • . • • • • 2. rlo 45 141 F • • • - I • T•• •- ' ---- 4 • • •■ • . • ..1 j • 1 • • • • 4 • • • 4 111_ I • • ' • • . . . . • . . . . . - . . . . • • • r . - . . • • r ' • 4 • ; • • • • • • 4 or. • 1 I • • • 1 J. • • • 44 • • ■■■■ • • • •■•■•, .1 - 0 t _ I I -I • --...... -. :. j i 1 ' I i ..1..•... T 1 I I I . 7 ---i i fgam_er 1 I 1 . - --1 1 ---1 ' T - ' . • _I • L • - 1 • •--±. .C4.44.047. . . • I 1 . --1-1 *1—*--- —1— Daryle L. Osborn, P.E. Contractor: Notes: Signature -PE #27 28 Attachments: Comparative Analysis Product Control Approval ENGINEERING/ SERVICES, INC. "Serving The Florida Keys" Project Name: Charles del Vecchio Master Permit #: Product Information Opening Type x Window Garage Door Manufacturer CGI, Armor Screen, SMI, Sabic Design Standard ASCE — 7 — 05 Wind speed 150 mph Window Data Certigc t : Date: 0545:0 ' S! Address: 133 103'x- 5t Maimi x Door Other Ca=: oQ• �a c m: rfd- Ioto• Cog= : -` w o• 0 C.Qr : (3- 1114. ca .ot- tot 0• 3,461C• 0CS-' _V-3 • .. • • • 1 • .. .. • 4'L /0 Date • • • • •••• • • 86801 Overseas Highway • Islarnorada, FL 33036 • (305) 852 - 0262 • Fax (305) 852 -2924 • • • • • • • • • • • • ZONING DEPT PERMIT # : ` • Miami Shores Village APPROVED EJECT i O CCMPI.IANCE WITH ALL FEDERAL, STATE AND c.2 <IN Y r{ULES AND REGULATIONS Building Information STli t 7, T • S ° =3 Job Information Wind Velocity (mph): 150 Importance Factor. 1.00 Exposure Ca C Directionality Factor (kd): 0.85 Internal Pressure coefficient +P: 0.18 Mean Roof Height (ft): 20 Building Width (ft): 60 Building Length (ft): 90 Roof Slope (x:12): 4 Width of End Zone (ft): 6 calculations Type: WALL OPENINGS Job Number. Company Name: Keys Engineering Prepared B A.S. Date/ Time: 5f27!2010 8:52:44 AM Client Name: Charles Del Vecchio Job Description: 1330 NE 103rd St. Miami, FL I Opening Mark 11 Opening Desc. II Location Zone11 Opening Elev.(ft)1I Opening Width (in)11 Opening Height (in) 0 Max + Pres. (psf) Max - Pres. (pst) I A I I Casement II 4 II 7 II 26.5 II 38 1 52.1 : • 0 51.0 .l 0....:§110 0....:§110 ...CS 0 67 •11 __•-51.1 • 44 0. 0 • 49.6 1■..'563 I 111 0 Casement II 4 11 7 0 39.75 0 50.63 1 • " -55.4 004 • : • .55.4 .. • -55A • 1 ... - : • I •• •69.8 ••p • • -56.5 ''t -51.8 • • .64.7 • •• -54.0: i • -' -54.0 -54.0 -54.0 -67.0 -55.5 -55.9 -56.4 -63.0 • 1.-- --1-1. • •• • • • •.• �` ��r �� l e r . l i . a ao � e � o � 0 � 0 0 1 e . �o e n f el o � v p t e i t7�S V7 Vl • N �• V7 • V S 1 V l V l V ! V 7 I d i V 7 4 M I .! Y I • i • • • • • • • • • • • • 1 • • • • • • • • • • • 1 B2 II Casement 11 4 11 7 11 39.75 11 50.63 11 B3 it Casement 11 0 39.75 11 11 92 II 1 11 Armor Screen 4 0 7 C2 Armor Sawn II 11 4 11 7 11 0 7 11 7 11 7 78 I I 92 35.5 11 38 1 26.63 11 50 11 0 72 . 1I 80 11: 36 11 - 84 36 11 84 36 11 84 1 I D 0 Casement 0 5 1 F 11 Casement 11 4 11 1 G 1 1 Sliding Glass Door 11 4 11 I H1 (1 Fixed 11 5 0 15 11 15 11 15 11 I 112 II Fixed 0 4 11 1 113 11 Feral II 4 11 1 H4 0 Fixed 0 4 4 11 5 0 15 14 11 0 20 0 19 11 18 11 17 11 16 11 15 11 0 36 0 . 84 11 49.6 36 11 84 11 49.6 0 36 11 60 11 50.7 36 0 54 0 51.1 36 11 48 11 51.5 36 11 42 11 51.9 36 11 36 11 52.1 36 11 84 11 49.6 37.75 11 87 11 49.3 36 11 108 11 48.7 36 11 108 11 48.7 36 11 30 11 52.1 36 11 108 11 48.7 1 115 11 Fixed 11 1 H 11 Fixed 11 1 117 0 Fixed 11 4 1 118 0 Fixed 11 4 11 1 119 0 Fixed 0 4 0 1 1110 11 Fixed 11 4 11 4 11 1 1111 11 Fixed 11 1 1112 11 Single French Door!, 4 11 4 0 20 11 19 0 19 11 16 11 10 0 1 1113 - I Fixed 11 1 1114 11 Fixed 0 5 11 1 1115 11 Fixed I I 4 11 1 1116 it Feed 11 5 11 I H17 11 Single French Door 11 4 0 7 11 9 0 10 37.75 11 84 11 49.4 36 III 24 0 52.1 1 36 108 11 417 -53.8 -56 5 -53.2 1 1118 0 Fixed 0 4 0 1 1119 11 Fixed 11 4 1 ( H2O 0 Fixed 11 4 1 7 1 36 11 84 0 49.6 -54.0 -54.0 -54.0 -54.0 -54.0 1 1321 11 Fixed 0 4 11 7 11 36 11 84 11 49.6 1 H22 11 Fixed 0 4 0 7 0 36 11 84 11 49.6 1 1 1 Fixed 0 4 11 7 11 36 1 1 84 11 49.6 1 1124 11 Fixed 11 4 0 7 11 36 11 84 (1 49.6 11 11 11 11 11 11 FLORIDA BUILDING CODE, 2007 DESIGN PRESSURES FOR COMPONENTS & CLADDING CALCULATIONS CONFORM WITH ASCE 7-05 Page 1 of 2 file: //C :\Documents and Settings\asala7ar\Desktop \Windows & Door Cal \Charles Del Vec... 5/28/2010 .•• • • • •.• • ••• • •• • • • ••• • • •• • Opening Mark Opening Desc. Location Zone Opening Elev.(ft) Opening Width (in) Opening Height (in)1 Max + Pres. (psi) Max - Pres. (psi) K Casement 5 7 26.5 37 52.1 -69.8 L Casement 4 7 26.5 37 52.1 -56.5 M Sliding Glass Door 5 7 72 80 47.4 -60.4 N Casement 4 7 26.63 50.63 52.1 -56.5 0 Casement 4 7 37 50.63 51.2 -55.6 P Casement 4 7 37 50.63 51.2 -55.6 Q Single French Door 4 7 34.75 81.5 49.8 -54.2 R Project Out 4 7 19 38.5 52.1 -56.5 S Single French Door 4 7 39 80.75 49.5 -53.9 T Lexan 4 7 46.5 35 51.7 -56.1 3 Fixed 4 7 50.63 37 51.2 -55.6 E Fixed 4 7 60 16 52.1 -56.5 I Fixed 5 7 36.25 113 48.4 -62.4 1 Fixed 4 7 36 70 50.2 -54.6 2 Fixed 4 7 26 84 50.4 . I. ...549 U Fixed 4 7 26.63 50.63 • 1 •. - 1125 11Single French Doorll 5 11 7 11 355 II 84 .1 I Single French Door 5 7 30.75 82 I 11 49.6 50.2 • •• • •••• •• • • • • • • •• •• •••• •• • • • • • • • • •• • • • • • • •• • • 11 Page 2 of 2 -66.0 • • • • • • • • -64.8 iI file) /C:11lncnmentc and Cettinas\acala7ar \Desktnn \Windows & Door Cal\Charles Del Vec... 5/2R/2010 ••• • •. • • • • • • o • • •• • • • • • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - A � .b1 -2:1 M i t 0 J R'f 5Z.i 663 d -X- 6l _ 4' -2 /i FC M i t (2 f ?..\ 51. 55.4 f 31-3Y11/ 4 r - V' FC M ) q 0 17f r.0 6 � 03 S -3 u 4L2 ra fc M J [0 ) ? ( 5i0 65, 4. ate- M- e 1 41-6" 7 1 3" A5 M fb 92 . 4 7.9 52.3 oce_..- c2. gi.C" 718 // 4 6 ri Fo go 4.7 6I.r .2''11/2% 3 Fe E 1 W i Q- 6 ?.1 C9,8 F 2'-2 4 ' .? 78" FC ItD L� 5,2, I .5 �. G ‘? e " 6 L. 8" 564 . H ' 8o e 47.4 sib • Ok._- i-fs 3 ) f , r .-� ,' �� 6 " 81,3 :49,6 4,4.7 R2 a- 7-d rx M •• ••.: qt • : •• 491,'3 49-6 A©, N3 3 7' - ® 1' rx ti. : 6 .81/.3 :•:.:• e, 49.6 54o oce NAME Q if\OY e5 Del .?cchi IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door —.-L * *E =End M = Middle • ••• • • • • • • • • • • • • • • • • • • • • 4 vmo &Wen • •••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • e °4 4 "YJee- UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - 1 31_0 it 91- on Fx t 6 (, 3 8f, 48.7 63,0 d 1417 3± i %" 7 Fb M /9 /(0 49.4 .e, ay.-. X118 3L O 2' --0 Fx ri (9(",* V, 3 52.4 56.5 r Piq 4-e 9'on Fx M 8 ?j &( 4e.7 53,2. 6 x-120 g. -U,l 1 Loo R '1 (S/ 3 , 1, 3 49.6 54.0 ?� H21 3' -d' - 7 1 -0 F M 0/, 3 sgr 49.4 54.0 Ow_ - H22 g- d` ` 71 do FA M 8j,, 8/, 4433 54.0 ?e- H.25 31 -d -l± 0 '1 M 3(13 &1, 49 6 54. N2 31-j' 71071 'Fx M S( e 3' 863 49.6 54.0 C), A R 2, 7, ou t✓0 E 1CY() 00 . 4 9.6 1.4.S 2r (.3Y4 ()I-10" FD E •...... / 9O .. •.. 1(o 60.7. ® -- K Z'-Zl 3L-1'' € . . •t 0.• : • 10( -- 62.E 4.i.s ace_ NAME 2) y1eb De) I/2. cd- ,o * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT .20' .••. ..• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - I-14 3 -o n 7 , -o '' M U(/) el, 3 49.6 54.0 96 /45 ©" 740 F.x `M c %3 8/,3 496 54.0 a6 N6 31 -01( 51_011 Fx E o ' 6. 47 ' 4 i co' Fx ri (91,3 el, 3 '5(.1 55.5 64. '''- Os 3 -d 4' - M 3l 2i, 3 5'.s 55 9 ac.. 4- 9 i-0 31-6n 1 x M 3/ ? Pr 3 15 r -9 5b.4 C 44r0 "3'=0" 3 F x M &,3 t(, 51I 56S G>e✓ 4- 4II BI- oi1 7` oit 1"x M at ei. 49.6 54.0 1-1.12 3' -1 ° 3/4 4 7' 5' FO . N • /00 //0 49. 5 3.7 04- c4)3 3 1_ 0 1) 9' 0" R M 84? e/, 3 45.7 5 3.2 tx& 014 3'-0'' cP o„ Fx E ..... iii,.k :: .•• eb? 48.0 6 .0 I -19. &--di &--di 2' -6„ FX •• ti( .. .• ..: . . • 6/7 .3::..• 8/47 52./ 54.5 C NAME Q ioy[ , 21 I/0-ech'o * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT 20 . ,� • /044.. • . . • . . • • .• • • •• • • • • • • • d'. • • • • .. ••• •• ••••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • •• • • • • • • • • • .•• • • • • • ••• • • • • UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + _ L .21- 2/i" 3' -1 i M f (D 19 5z I 56.5 M 4 - O'' G D E 474 60.4 0 i 4dG a 21 -z %,' 4 2 'FG M /1 b 1 R 52.1 56.5 O 3 -1i 4' -2Y&' Fc fri 1 l b ` 9 s s r .z 65,6 P at 1" 4' -2 , / t3 M 1/ d 1 9 1 6 i.2. 5i5.4 a 2`- - %' 6 ► -9/r" FD 11 100 fro 99.b 542 0.- Z. 1 ► _7 0 3' -2 '1z' PO M //O /'L 52 ,1 56.5 '96- S 31 -3'' 6 FO M )00 i(a 4'15 539 r 7" 3 -10%i 2L-1 )1 L ' M • (p 9 6).7 6(1.1 &L o 4 2V' 5 I Tx 1I 110 11 �1. 55.6 "'e- E 5; 0 `1 1 '_ 4^ F'( /1 .....:: i /0. ::... )9A--- 5Z.1 56.5 Dte ic 1 - O / 4 91_60 E :• .: : 43i, j : e : . :• 3(,) 46A- 6z.4 f, -- NAME c hco1s lei leech io IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT **E =End M = Middle * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door 5 • • • • • 4 P©= F sec+ Ou L = L.e xon ... • • • • ..• .•• • . • • • . r • • • • • • •• • • . • • . • ••• • • • 0 • • • • • • • . •• .• • • • • • ••• • • • • .•. • • • elr • • •. • •. � 3y UNIT # WIDTH (ft) LENGTH (ft) TYPE * LOCAT. ** TEST RESULTS PRESSURE DESIGN VALUES PRESSURE REMARKS + - + - 31- d 5 0 1o" -FT( 01 al, 3 86 3 S®.2 64.6 2 21 -2 71 ? ,o F / e(, 81,3 5.4 4. G(e.- U 2' - -2 /g 4 Fx M 61', 3 81,'), 5z, 1 5L6 dp. ....... • •• • . . . .. ... • • .. . . . . . .. NAME CJor(es dal Vecchio * FD = French Door FX = Fixed Glass FC = Casement Window ATW = Awning Type SH = Single Hung HR = Horizontal Roller SGD = Sliding Glass Door * *E =End M = Middle IMPACT WINDOW COMPARATIVE ANALYSIS MEAN ROOF HEIGHT .X • ... • • • • .. • • -4 4 n n-. ■1.914.7.11 - -- • ---- . - 1 -- 1 • LI • • I4 • • %% se,' : • • • • • •; . .. r • • • • • WO O • • A 1 I 1 - 1 - - - _ - :- --- • -- 1 - - - 1 --- ; --- --- • • _ --1 —_;FiRatst _____ • — • • -J 4 j. 1 — 1 .J— • 1 fd_ _ • . ; • • H . - 1 • • • • . • Inspection Number: INSP - 145633 Permit Number: WS -6 -10 -1042 Scheduled Inspection Date: October 19, 2010 Inspector: Bruhn, Norman Owner: VECCHIO, CHARLES DEL Job Address: 1330 NE 103 Street Project: <NONE> Contractor: KEY BUILDERS LLC Building Department Comments REMOVE AND REPLACE 8 DOORS AND 52 WINDOWS WITH IMPACT. PROTECT 1 WINDOW WITH IMPACT LEXAN. PROTECT FRONT ANTRY WITH IMPACT ARMOR SCREEN. Passed Failed Correction Needed Miami Shores, FL Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 18, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050300040 Phone: (305)451 -9796 Page 5 of 18 / 0 n 6-101-(_ BUILDING PERMIT APPLICATION FBC 20 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): ei1 /'e beI Vey ;o Phone #: 3°s_6 Z 77 / 7 Address: 1 3 3V A/6. /0 3 r eQ • City: /1441744 i 5 h 0 re S State: FL Tenant/Lessee Name: WA Email: C -f Q 11r'op'i Goy JOB ADDRESS: 1 3 0 NC 1 r City: Miami Shores County: olio ' arcel #: 11— 320S — 0 317 - 0 0 Lf 0 Is the Building Historically Designated: Yes Va rmit: $ 9 .; °°° Typ ddress DAlteration rep At,; r rte p/dGo._.. Co Wit avrr! �- /5 or re -,iS; 4 P-e-r"A".1% # wS 6 ID --1® itrz, Miami Shores Village Building Department NO CONTRACTOR: Company Name: k Qv l L C L Address: /02.0 2 S el V-e-e HU-PLI City: ► j - m.r- State: ty� lk Qualifier Name: -`h o , � , �' l' O et State Certification or R ? o #: 4:14f < . 125 7 1 t, Contact Phone #: S X40. ( DESIGNER rchik Miami Dade Permit No. W5 - [gyp - /0-/of.2 Master Permit No. Zip: 330 8— 212 Phone #:.. 05 65.2- 77/ 7 Flood Zone: Zip: 33/3w- Zip: 3.3 C 3 7 Phone #: 305 °5/ 7`j Certificate of Competency #: Gho/CA. ist ®tea' t J -a catoS . Pnitn Phone #: !sq.- SS 7- 7 Y7 Square/Linear Footage of Work: L . F. ONew prRepair/Replace ODemolition Description of Work: 1 7.-0.41 7 4.e a ly a.�.. �iJ .ti .ee �c s / w 44.- rki re o /.e. _ Z ward. lace.! w S he.e Q 0. COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ ./J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $V`i• *CO 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. X24 Owner or Agent The foregoing instrument was acknowledged before me this 7 day of _I L 20 /t, by t # ,t.-- who is personally known to me or who preduee As identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print: / TTE t gpr rp8 My Commission Expires: 4 • APPROVED BY 'wiiGi C MY COMMISSION I DD704979 EXPIRES: October 22, 2011 SandedThN Budget Notary Services V ra Plans Examiner (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09)(rev6/4/10) Structural Review Signature Contractor The foregoing instrument was acknowledged before me this 7 day of- 5- epte i9r , 20 by 1' b outs Heim( who is personally known NOTARY PUBLIC: Sign: Print: ,"► I My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Zoning Clerk Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT i ■ ! I - ;uE3J[jc TO COMPLIANCE WITH ALL FEDERAL I fur AND COUNTY RULES AND REGULATIONS • FALKANGER SNYDER MARTINEAU & YATES ■ A R C H I T E CTS■ ■ P L A N N E R S• August 27, 2010 Miami Shores Building & Zoning Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 -2304 RE: WINDOW INSTALLATION — INSPECTION & CERTIFICATION DelVecchio Residence 1330 N.E. 103 Street Miami Shores, Florida 33138 To Whom It May Co Please be a as present periodically during the installation of new impact resistant wi ,r enced location. - - - c ■io area to be addressed is the installation of the 1 -inch by 4 -inch vertical structural . lio q between window units. The mullions were installed in accordance with NOA No. 0 • .31.07, copy attached. The clips used were the "mullion clip for 1 BY tubes" as shown o 'drawing M95 -13A, sheet 1 of 5. The head and sill installation is as per anchor type "A" on sheet 4 of 5. The installed window size of 38- inches wide by 49- inches high contributory area has a designed wind pressure of capacity of 85 p.s.f. which exceeds the requirements for this installation. Pre r ide t SEP 1 10 (0): (954) 764 -6575 (M): (954) 557 - 7472 <e_--- -`!`'- If you have any questions please feel free to call me. e Contractor to specifically address two items. First, the installation clear story windows at the upstairs master bedroom. These windows strict accordance with the Notice of Acceptance (NOA) for that window. Page 1 of 1 JEFF FALKANGER W. DOUGLAS SNYDER LARRY MARTINEAU JIRO YATES 888 S. Andrews Ave. • Suite 300 • Ft. Lauderdale, FL 33316 • TEL: (954) 764-6575 ® FAX: (954) 764-8622 E -mail: jfalkanger @falkanger.com • CA #: AAC000447 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Clipped Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0312.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode NOA No. 08-0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -13A, titled "Mullion Elevations and Details, sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 03/27/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum casement windows mulled using a 1" x 2" x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0105 -08, dated 03/26/08 for specimens #1, & 2, signed and sealed by Vinu J.. Abraham, P.E. . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 96 -525, dated February 12, 1996, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA #02- 123.06) 3. Test reports on: 1) Large Missile Impact Test, Loading per PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080- 0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA #02- 123.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 03/27/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manuel Pe E. Product Control E er NOA No. 08 -0331.07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMI' FEED F. STATEMENTS 1. Statement letter of conformance, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 27, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0312.02, issued to Construction Glass Industries for their Aluminum Tube Mullion — L.M.I., approved on 06/14/07 and expiring on 03/28/08. E -2 Manuel Pere Product Control Ex NOA No. 08-03 .07 Expiration Date: March 28, 2013 Approval Date: May 8, 2008 2.000 .125 CUP ANGLg 8053 -T5 1.875 .715 4.000 .129 MULLION CI IP FOR 1BY TUBS CGI -303 5053 -TB (ALT. TO 2 PIECE CUP) —.125 4.000 MI II I ION CI IP FOR 2BY TUBES CM-395 8053 -T8 (ALT. TO 2 PIECE CLIP) INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION 10 MUWON AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED W STEP 1 ABOVE USING ANCHOR TYPES ON SHEERS 4 & 5, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TINA l\ MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. Engr. OR. HUMAYWN FAR000 MIXTURES S C AN. 3538 2 7 2008 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING All MULUONS 80113 -16 MIN, RECTANGULAR ALUMINUM TUBE MULUONS USING MULLION PROPFRTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS 1E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W000 BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 20 AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL COVERING (STUCCO, 111.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF THIS APPROVAL A LOAD DURATION INCREASE IN AU-DYABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT 1 11)100 10 METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. PRODUCT REVISED es Belding Cede FiNitht ...:IV , I i M A " . Date _ /,r,■41, ,ro‘ z 0 LC 8 a o 4 m $. aq 0 r 5 7 i 1 4 ZO(3 Z drawing no. M95 -13A (sheet 1 of 5 '' � GLA2iNB " .,' �:. f j '1 7 ; -. GLAZDIO PRODUCT \ ANCHG il PRODUCT COT ANCHORS TYPE A. B. C OR 0 GLAZINO NOfllnrI PRODUCT N d v 20 ANCHOR LOAD CHART ANCHORS TYPE A CGIANCA BB 30 38 40 46 68 58 68 66 72 76 TRIBUTARY MIRTH - INCHES 211 ANCHORS TYPE a B.CORD ANCHORS A. C OR W2 80 80 8 ANCHORS TYPE A 8, C OR TYPICAL MULLION ARRANGEMENTS WIDTH (w) W1 + W2 a MIN11111111 11111 \11\ \1 \1\ ■■ ••• 1111 \ \1 \1\\\\ ■ ■ ■• 11\Il\ \ \ ►\\\■EME! RINAIL1►iSIIM1■■■ \,,,".11►„'ii' ■■ ismmwmilloamim 1",1"1`,.",.■ ■►",1,,,,, ■„" ■■■`11,,,S,■, 1111■"„""■ ■■ ■.....�I.... ■■■■"„\_,', ■■■■■",R,,, ■ ■■•■ ■11Z2.NNI ■•■■■■■■\SINE_ UUWON SPAN ANCHOR LOAD CHART 20 05 30 36 40 45 60 66 60 65 70 76 TRIBUTARY WIDTH - INCHES HOBZONTAL MULLION ARCHES 70 BE 01500860 INSIDE RECTANOUTAR SHAPE ANCHORS TYPE 6 CCIANCB w 44 � P 3 a ANCHOR LOAO CHART ANCHORS TYPE C CGIANCC 80 82 20 26 30 36 40 46 50 66 60 66 70 TRIBUTARY WIDTH - INCHES 76 62 B6 ANCHORS 1N Om m ANCHOR LOAD CHART 11111■■ ILMEI 1 ' I 'IiIIll 4111►\M ■1 \ ■ ■■■■■ \ \\ \1►\ •\■ •■■ ■■ 1111101111 MI\■■■■• 11\1111►1\ ■111•■ ■ ■■ \11 \■■.11 ■■„ ■ ■■■ „"„2,■■"■■ 1\010\MOI \1111\ \■ 1\nnwes \1111 \\ 1„1 ►,,■,"'■■'ham ■""N"",■■ ■AMEN......■ 111 ANCHORS TYPE 0 CCIANCD 20 26 30 36 40 46 60 66 60 66 72 76 TRIBUTARY WIDTH - INCHES 80 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCTDEVIDSD 6'ipr. DR. HUUAYOUN MOW aseompbt83with Ble Plod& 7 No CAN. 38 Ea Doto 09 avid MAR 2 7 2)08 P601150 86 2 OJ to 2 iV 1 drawing no. M95 -13A (sheet 8 A 0 3 of 5) 2 X 2 X 1/8" ALUM ANGLE j 14 SAL& 2/ ANGLE MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG MULLION MAX. 2 X 2 X 1/8" ALUM ANGLE ANCHORS TYPE 'A' rL Line 1 �•2' tAIN k a PREPA$T .$ W000BUCK 1.500 MIN. 4/4" 0 TAPCON 1/ ANGLE / 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4' DDl TAPCON 1 -1/2' MDi. EMBED 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.N.S. 2/ ANGLE [ -MULUON MULLION 2 X 2 5 148; AIWA AN — 2- 5 /8 " LONG 1.500 MAX. ANCHORS TYPE 'B' 1BY OR 2BY WOOD BUCK TAPCON INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY 2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE = 5/8" MIN. ANCHORS TYPE 'C' rte 2 X 2 X 1/8" ALUM ANGLE } 14 S.MS. 3/ ANGLE MULLION 2 X 2 X 1 /8" ALUM ANGLE 3 -5/8" LONG WOOD BUCKS NOT BY C.G.I. MUST SUSTAIN LOADS IMPOSED. Env DR. HUWYOUN onion STFIUCTURES CAN. 3538 MAR 2 7 2(00 NOTCH WOOD BUCK TO ACCOMODATE CLIP -ANGLE TO MASONRY 1/4" 0 TAPCON do 1 -1/4" 64141. EMBED R/ ANGLE ° CONCRETE OR NASONRY BLOCKS PRODUCT REVISED Ds emptying w06 the Fkrlde Raiding Oak AtmePlNa isle :.t %7 L.': /2Dt3 U Z O F a a m J3 v 1 k drawing no. M95 -13A sheet 4 of 5 FALKANGER SNYDER MARTINEAU & YATES ■ A R C H 1 T E C T or P L A N N E R 888 SOUTH ANDREWS AVE SUITE FORT LAUDERDALE ROR DA 33316 S■ S ■ 30D P1E4954)764 -6575 FAX:1954)7648672 DESIGNED DRAWN CHECKED JF JB JF O YI K JEFF FALKANGER, DOUG SNYDER LARRY MARTINEAU, JIRO YATES IMP— 0 ROOK nuKCER. mom K GOtltO P KS K RPM= m sr MK ■KKK PRKSS l CA 1 AA000447 DATE: cane 0627.10 0 DEL VECCHIO WINDOWS 1330 N.E. 103RD STREET WASR SNORES. FLORIDA 33138 DETAILS AS BUILT A -101 • • • • • • • • • • •• 0 •t• • • • ••• • •• • • • • • • • • • • • • • • OS •• •• •• • • • • • • •0• • • • • 000• • • 000 0 • • • •• • • •• • • • 0000 • • • • •0•• © a v 4'x65(1 /4" PRIMED STEEL COLUMN 1/4" WELDED STEEL PLATE W/ 4'x5 /8' WEDGE SCREWS DETAIL 4 DETAIL SCALE: 1 -1/2 "= 1' -0" A 'UI SCALE: 1 -1/2 "= 1' -0" If 1 3 u_u I if_..11 :.I 1 1 J 1 EXISTING WOOD FLOOR JOIST @ 16 "O.C. (3) 2'5(6" PRESSURE TREATED WOOD 1/4" WELDED STEEL PLATE W/ 3 -1 /2'x5 /8 "LAG SCREWS 4'5(6'51 /4" PRIMED STEEL COLUMN FAMILY ROOM SOUTHEAST CORNER ELEVATION SCALE: 1 /2" = 1' -0" DETAIL SCALE: 1 -1 /2" = 1' -0" ( 11 4 - EXISTING 4'5(8" WOOD COLUMN (3) 2'x6" PRESSURE TREATED WOOD 1 1 1 J 6'(6'x1 /4" ANGLE W/ 3 -1 /2'(5/8" LAG SCREWS