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WS-08-1121 _-. .> z Miami Shores Village raw. �.�.�+• s� .�+� mpg r . 1W { 50 N. E. 2nd Avenue c ss: .. Miami Shores, E w i FL 33138 -0004 . 2� . r Phone (305)795-2204 ., m . v - v Ex iration• � . 1 11 Project Address Parcel Number Applicant _ ..... ................ . . ... .. ..._ .... - .... ......_. _....._.. _....... ........ ........... 464 GRAND CONCOURSE 1132060170010 Miami Shores, FL 33138 Block: Lot: ROBERT MILBERG ............: �. iT i::...:' J,> v >.. u. �> i 3• > 3' ✓ .vLv' • ';fi9v� ^ .v O e - d: .......... .. Qwner Inf. Q( n? i4tl ........................... ............................... Address................................................... ............................... Phone........................ ...........................Cell FREDI MILBERG 464 GRAND CONCOURSE MIAMI FL 33138 -2463 �.. ......... ........?4�& F...... .°fi°.v >..... `:CqC ..........v>^,Avs..... fi v'�.v.a..... > - v...vv ..a....... �........ �'v . ....v... Pad?: 2: fi: 2:' r,:::>,' r.:::: fvv�v ';:•.'i".°v2L>. &....':Yv�>v.. >p :vYf a'i$... ^..;,CS ....i'a'ta........ N......... Contractor(s) Phone Cell Phone .. ................................................... ............................... THE COMPANIES OF R&S INC 305 -266 -6666 Valuation: $ 28,0 00.00 _._ >< _ ............................... Total Sq Feet: 577 Type of Work: IMPACT WINDOWS Available inspections: No of Openings: 26 Inspection Type: Additional Info: Final Classification: Residential Fees Due Amount Total Amt Paid Amt Due CCF $97,40 ............................... Education Surcharge $5.80 $ 0.00 $ 0.00 $ 0.00 Permit Fee • oo 11 $360 �'•:;:�K.c<SS�::.�...... »,.». Scanning Fee $12.00 Payment Type: Technology Fee $9.00 Total: $404.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . June 24, 2008 Authorized Signature: Owner t Applicant / Contractor / Agent Date Building Department Copy Tuesday, June 24, 2008 1 �kAOB 0 Miami Shores Village R C OVEN Building Departme JUN 1 2008 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.897 """� ""�"�""• BUILDING Permit No. A : os zl PERMIT APPLICATION Master Permit No. W 2004 Permit Type (circle): adding Roormg ,� s Owner's Name (Fee Simple Titleholder) IY t t� bU P Owner's Address ' ( WA Wont City wwkx State F zip f Tenant/Lessee Name AJ Phone Job Address (where the work is being done) zawd as akx& City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1K vla 0 Phone # 60 s Contractor's Address 1 5w (2 Ty _ 7� t b city �.i�IWL� t. State — F t l Zzp Qualifier Name -PK �. -1 dUjn& Phone # State Certificate or Registration No. Certificate of Competency No. µ Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7 8 . 8!56 LO Square/ Linear Footage Of Work: -r— Type of Work: ❑Addition 4 E]New X Repair/Replace ❑ Demolition Describe Work: _ =10_10 (01W WA U0 qpuw ti Submittal Fee $ Permit Fee $ �t� D CCF $ .4 0 CO/Cc- Notary $ Tmhung/Education Fee $ 5 YO Technology Fee $ Il ° Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ '' 3 .. Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortg�� Lende 's Name (if applicable) ,. Mortgaggond Attdrs� 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 pers n whose property is subject to attachment, Also, a certified copy of the recorded notice of commencement must be posted at the job si�e 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 Signature 4 j Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thi day of , 20 _, by day of .20 _, by 1 . who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY - PUBLIC: Sign: Sign: Print: Print: y My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised (V7110107) signature �/ ' ` S1gRStllie ?wrcor or Connector The foregoing instrument was ack More me this 1( The f inaftumneait was acknowl re me this �1 day of JAYW . 2COP , by ", 'G� c tm 1 YZ, clay of 20 k by �4hrl T ( A]RQji wh persona�yknownbD or who has produced �— who is kno or who has produced As identification and who did take an oath as identification and who did take an oath. NOT DON NOTARY PUBLIC: , ,,rtY tttp � l V �Vt'rV Notate` Public - to of Florida o �� trrrr,,, , DIONNE iN! ONS as Sign. Y y t � Sign. of V. r r Q= t Print: Print C Jj ASSM un Y My Commission Expires: YnGj ( I C1 26Cq My mym%ra- T7 RAN NOTICE OF COMMENCEMENT CEMENT 1 IHIN1111111111111�11X111111111 �1 IM 11 E A RECORDED COPY MUST BE POSTED ON THE JOB CF-H 200BRO5246097 AT TIME OF FIRST INSPECTION OR 8k 26451 Ps 05501 (1 p s ) ^ — � RECORDED 06126/2008 09149:34 _PERM_ ITNO -� �O ')\ rob )�? HARVEY RU�'IFIr CLERK OF COURT _. HIAMI -DARE COUNTYr FLORIDA l LAST PAGE S TE OF FLLt$1DA: I � Iv UNTY OF M -DADE: / 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. 2. Description of improvement: ;em -4 Win d d W.. 3. � -W— L t t Interest to property.- FL Name and address of fee simple titleholder. 4. Contractor's name and address: ca v►; eJ o S 5. Surety: (Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF�Py of the couq„y cs `� Name and a r Y CERTIFY thet this i Ap U � Amount of bond $ A D 20 0 .6. Lender's name and add ESS MY hantland 0 SE'a r.A1 _rl HARVEY RU oFCOON 7. Persons within the state o ace�Y��e po n w�iom notices ar otiier d rents may be served as ' provided by Section 713.13(1)(a)7., Florida Stat Name and address: 8. In addition to himself, a following person(s) to receive a co provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Ex ' 'on date of this Notice of 11 year in the date of recording unless a dill ent p Prepared by Swam to and subscri e h I _�da of - .ka, . 2G�. Roft r. �� * Dit Swe of 5 Address: Z }� Is Sto 12 1 1 rw Notary Pubti L L Print Notary's Name °. MY commission expires: r r l 6/11/2008 us Aff - oa v2 -7s n (Method 2) per ASCE 7-02 R ECEIVE Analysls by: '` Me ;^ .E. "` Com ` Name: Trevi Engineering Contractors Group, Inc. �N Descrt : Milber V Residence 464 Grand Concourse Miami Shores, Florida 33138 V P Deer Input Ciata Calculalted Parameters ' ..s zzz_ dare T e Building Importance Factor 1 Bas ic Wind 146 mph Hurricane Prone Region (1h100 mph) Stru Categ (1, II, III, or 11 Table 6-2 Values F)OOsure (B, C, or D ) C Alpha 1 9.500 Strue Nat Frequency n1 1 Hz 29 = 900.000 Slope of Roof 3.5 :12 N Slope of Roof (Theta) 16.3 Deg Type of Roof HWW Fa 1 ` Eave ) 12.50 ft dge Height 18.17 ft (Wean Roof Height t 15.33 ft Wdth Perp. To WNirui Dir (B ) 69.00 ft At = 0.105 Wid th Paral. To Wind Dir L 69.00 Ift Bt = 1.000 Bm = 0.650 Calculated Parameters Gc = 0.200 Type of Strueture I = 5W.00 ft Height/Least Horizontal Dim 0.22 Epsiborn = 0.ZW Fle)dble Structure No ZmIn = 15.00 ft Bust; r J: Gus t! ' ' For strudures F >I use 0.$5 0. 61 o wn IFACW ' > Zrn Zmin 15.00 ft Izm Cc * 33/z .167 0.2281 Lzm rVrrvWrEpsllon 427.00 ft 141 +0.63 *((Min ,L +Ht)/I.zm .63) .5 0.9029 ust2 0.925 1 +1.7*Izm*3.4*t3 1 +1.7*3.4"lart 0.8739 u� air su -- th is is ;rot a fle)dbie structure the lessor re Gust1 or Gust2 a used 1 0.85 ,. i lnbwnal PmmM Coefflderft for B APP GCDI ll1111ax+ Bergs 0.00 0.00 t1Nt3i , v Buildings Endowed Bu�dkw 0.55 -0.55 0.18 -0.18 Ewa a Figure 6.5.1,2,4 Para Wta STATE AND o Elevation of 30.00 ft Pressure 9.48 lft "2 Presses -58.96 HAA 2 by EWAVim b. corm Zoos Trevi Enghw rtng Contractors Group, br Pop No. a or 2 9 a b �` i Now 6111/2006 WINW2 v2 -16 .,� Detailed Word Load Deem (etll and 2) per ASCE 7-02 Future 6-11- External Pressare Coeff cleat$. GCa Loads on Components and Cladding #or Buildings vd Ht r 60 ft - -- ,5 Ht 5� a - - - - -- a " a a a Hipped Roof 7 < Theta. <= 27 a= 6.132 6.13 it Double Click on ny data en try line to receive a hel Screen mponwd vas, sue, Ama Zane GC P Wind Proms IbIW2 (ft) (ft) (f A2) Max Min Max Min W indow 1 1.72 1.72 2U. 4 1.00 - 1.10 54.91 -59.57 W indow 2 2.12 6.63 14.65 4 0.97 - 1.07 53.55 -58.20 M ullion 2 1.85 6.63 14.65 4 0.97 - 1.07 53.55 -58.20 Window 3 2.32 6.63 15.38 4 0.97 - 1.07 53.38 -58.03 M ullion 3 1.53 6.63 14.65 4 0.97 -1.07 53.55 -58.20 W indow 4 1.59 3.2 5.09 5 1.00 - 1.40 54.91 -73.53 W indow 5 1.54 411 6.48 4 1.00 - 1.10 54.91 -59.57 Mullion 5 1.54 4.21 6.48 4 1.00 - 1.10 54.91 -59.57 W indow 6 1.54 4.22 6.50 4 1.00 - 1.10 54.91 -59.57 M ullion 6 1.54 4.22 6.50 4 1.00 - 1.10 54.91 -59.57 Window 7 1.54 3.2 4.93 4 1.00 - 1.10 54.91 -59.57 M ullion 7 1.54 3.2 4.93 4 1.00 - 1.10 54.91 -59.57 W indow 8 1.59 3.2 5.09 4 1.00 - 1.10 54.91 -59.57 W indow 9 3.08 6.63 20.42 4 0.95 -1.05 52.36 -57.02 Mullion 9 3.45 6.63 22.87 4 0.94 -1.04 51.96 -56.61 W indow 10 1.54 4.22 6.50 5 1.00 - 1.40 54.91 -73.53 P ullion 10 1.54 4.22 6.50 5 1.00 - 1.40 54.91 -73.53 indow 11 3.08 4.22 13.00 4 0.98 - 1.08 53.98 -58.63 indow 12 1 1.59 1 2.17 1 3.45 4 1 1.00 - 1.10 54.91 1 -59.57 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. ne rebped by M- Eituprim. k- CoVA91A 2WO Trevi Engineering Contractors Group, him Page No. 2 of 2 MI B RG RESIDENCE 464 GRAND CONCOURSE •• MIAMI SHORE, FL 33138 �aiueY V 9 s " Not part of permit s 10 10 a � 10 10 k $ BED ROOM O HOBBY ROOM O i Not part of permit Egress ® BATH CLOS ® Not part of permit i TUB ® TOILET 8 0.00 CI ® ® BA .... ...... MAID •• 0.00 • _ E • i ROOM Eg ...... .. . ...... BED ROOM FLORIDA ROOM C OSET 0 0000 0 .. .. • STE 00.00• .. ..... . . .... ... ...... i LO . . . 14 12 • LIVING ROOM DINING KITCHEN Not part of permit 1 ENT. LOBBY a O � 4 b O B O Not part of permit i FLOOR PLAN 3CA R 3nr -1V SCAM MM N TE - + C GROUP DATE R & S COMPANIES ` , PE � ►+ �� MILBERG RESIDENCE SHEET NL '"'" 8' zoos 8715 SW 129TH Terrace PAW imnwrm MAGM W'C' wwup F MAW Br Trevi Engineering Contractors Group Inc. Na P.E. 82708 Milbery 464 Grand concourse 1 PROa *1w= By cart of A u thori zat ion ND. 2 e7e 9 _ Miami, Florida 33176 Miami Shore, Florida 33138 Mlamf FLORI t of s Y � N. E O X ` x x o X x) ' x x; o x X` N I / I A y O ppp n tZj g NORTH ELEVATION g SCALE: IA'- ICU" . . .... ...... x, R, %, R R, %, R, ,R ,% R •••• • ••••• i0 i1 ® ® i0 10 •; • . .... ..•••• 00:009 •• • •• • • • EAST ELEVATION • • • S SCALE: 1/8"- IV • f Y 4 5 6 ■ %, R, R . I� !R I PF EO i i WEST ELEVATION Not part of permit SCALE: 1/9 =IV NOT PART OF PERMIT so" 1 / 07 '', TEC GROUP "AE R & S COMPANIES � , RE MILBERG RESIDENCE "` Ju "e 8 ' 2008 8715 SW 129TH Terrace ROM NEWWWOMI 13RAVN er Trevi Engineering Contractors Group Inc. aaoa cr rso. RE 82706 Milbery 464 Grand concourse awe BY aindu Cart. of Authorization No. 26799 _ Miami, Florida 33176 Miami Shore, Florida 33138 2 Of Miami —Dade FLOFWA m � e a Not part of permit R y O x o x x o x 0 011 8 SOUTH ELEVATION • .. •••••• •• • •••••• b a ' Not part of permit �. : ' : ..•. .•..:. ;x ;x ,x El , R ® ® OO t 0 i WALL'X ELEVATION WALLY ELEVATION SCALE: 1/8" IV SCALE: I/ 8` = IV I n. WORM SHM 1/0 'I'EC GROUP ju ,,, A 2 0� R & S COMPANIES . PE 61148, MILBERG RESIDENCE "L DRAW BY Trevi Engring Contractors Group Inc. 8715 SW 129TH Terrace iee Milbe 464 Grand concourse Cart of Authorization No. 26799 ''` N0 Miami, Florida 33176 P.E. 627 rY — Dade —Dade FLORIDA Miami Shore, Florida 33138 3 of IMPACT RESISTANT DOOR AND WINDOW SCHEDULE . E MEASURED OPDUNG SZE RATING $ MARK MANUFACTURER TYPE SERIES QUANTITY GLASS MIAMI DADE NOA 1E ZONE w {m} N (>n) w (in) N (in) MISWLE + tPSF7 - ( PSF) 1 23 1 23 POT PICTURE WINDOW 701 1 A.B.C.D 23 1/2 231/2 03- 1105.01 LMI 84.91 -88.57 4 CASEMENT 238 4 B 19 76 07- 0928.02 LMI 83.85 -88.20 2 127 } 76 } Ca FIX 238 1 B 51 76 07- 0828.01 LMI & SM1 53.85 -58.20 4 y S MULLION 373 4 B 1° x 4° x .125" x 76" 07- 0312.03 LMI & SMI 83.58 -8820 CASEMENT 236 4 B 1 s 76 07- 0928.02 LMI & an 53.38 -58.03 STRUCTURAL GENERAL NOTES 3 11 3/4 761/4 CGI FIX 238 1 8 351/4 78 07- 092&01 LM1 & SO 53.36 -58.03 4 MULLION 373 4 B 1" x V x .125" x 78' 07- 0312.03 LM1 & SMI 53.38 -58 03 VWY DIMEWONS 01 THE FED PRIOR TO FAWCATON OR ORDEROtO OF ANY M9EER AND REPORT ANY Owe&q= TO OUR MICE, CASEMENT 238 6 B 191/8 38 3/8 07- 0928.02 LMI & SMI 1 54.91 -73.53 - 91MU.ATM ML BE OWPLEYED PER ATMIED NOAS # 07 -031M 07 -09" . 07-01 4 57 5/8 351/2 CGI 5 03- 11OLO1 MULLION 236 4 B 1 x 2" x .125" x 38 316" 07- 0312.03 LM1 & SMI 54.91 -7183 VIE DOW OF RECORD Nil NOT BE 101 FOR THE PRODUCT WSTALLAM UNLESS HE IS W43 TO PERFORM 1060110148, $ CASEMENT 238 4 B 181/2 F50 5/8 07 0928.02 LMI & SMI 54.91 - 58.57 sAFe1Y a�ru ALB) LABOR urls B 5 37 1/4 51 CGI 4 - 1IE STRUC1 M ENS OF RECORD DOES NOT PO SSES, NOR PRELU TO FOSSES ANY MULLION 373 2 -- 1" x Y x .125 "x50 3/8" 07- 031203 LMI & SMI 5491 -58.57 LAW RMINE1 1111 Fat A�CONSIRLICIION PROJECT. SAFETY AND C�� QSHA 50 5 07 0928 02 LMI & SMI 54.91 - 89 87 AND LABOR LAWS ARE IM ABSO1 M �Y d1F TIO OENERAL CASEMENT 238 4 B 181/2 • • • • • • /8 AND THOSE OOt ITANTS HE HFE3 TO ADDRESS THESE IFIE _ E •• e 74 1/4 St CGI 4 OF RECORD SPEOIALDES Bt SIRLICTUM DESIGN a�R.Y. BOIINN 30 F MULLIOI 373 3 -- 1' x 2" x .125'x50 s/8 07- 031203 LMI & SMI 84.91 -59.87 RILAIM FORBIDS HM FROM ASSAM �i • • • • i • • CASEMENT 238 4 B 18 1/2 T 38 3/8 07- 0928.02 LMI & S O 54.91 -59.57 -b MAI 7W OMM OF WORD HAS S1RIVED 10 MEI dh*w"M AED s • • • •: 7 27A 82 CGI 4 LOCAL ORDBwa RIMURDEM M OONIRACIOR E STILL. MULLION 373 2 1" x 2 x .125 ° x38 3/8 07 0312 03 LMI & SMI 54.81 - 58.57 VIIL ALL APPLICAME OWES AM ORDINANCES OF W EYW W 011 s •: • • • Bt THE DRAB IM CON1RACM MRST BdEDIAIMY ENGINEER • • • • CWLICT OR DISCREPANCY ENCOINUM SO THAT W1Y AIOA 8 19 1/2 38 3/4 CGI CASEMENT 238 6 8 18 1/8 38 3/8 07- 0928.02 LMI & SMI 54.91 -59.57 4 -TtE APPLICABLE CODE IE • • • • • • • • • s • • • RORDA MUM OWL 2004 EDI110N. • • • • • • • • • A • • • • 'g CASEMENT 238 4 8 28 78 07- 0928.02 LMI & X11 5238 -57.02 • • • s • • • a • • • • • • •••• • • 9 111 1/4 78 1/6 CGI FIX 238 1 2 B SS 78 07- 0828.01 LMI & SMI 82.36 -57.02 4 • • • • • • • • MULLION 373 4 -- 1" x 4" x .125` x 78 07- 0312.03 LMI & SM1 52.38 -57.02 • • • $ CASEMENT 238 24 B 191/8 s0 5/8 07- 0928.02 LMI & SMI 54.91 -73.53 3 10 57 5/8 51 CGI 5 f MULLION 373 18 -- i x Y x .125" x 50 518" 07- 0312.03 LMI & SMI 54.91 -73.53 a 11 37 1/4 51 CGI CASEMENT 238 1 B 37 50 5/8 07- 0928.02 LMI & SMI 83.98 -58.57 4 12 19 1/4 28 1/4 CGI CASEMENT 238 1 8 191/8 28 07- 0928.02 LMI & SMI $4.81 -59.57 4 WAS Dow ENOMM SHEET s e e i e 4 16" -V TEC GROUP DATE R & S COMPANIES . P1 MILBERG RESIDENCE Nut °� �' "• S. 2°08 8715 SW 129TH Terrace CRAM BY TrW Engineering Contractors Group, Inc. p CT NO , P.E. 627 IUliibery 404 Grand concourse 4 BY �^� cart. ofAuthoriZation N o. 26799 - Miami, Florida 33176 Miami Shore, Florida 33138 RV=QN3 WE BY CHOW Miami -Dade FLORIDA 4 Of MIAMIrD�RDE ML4M DADS cow, FLORIDA METRO.DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCGO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2%1 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade 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: Series 238 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W99 -10, titled "Series -238 Aluminum Fixed Window, sheets 1 through 8 of 8, dated 02119/99 with revision E dated 02/05108, 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. NRSSILE 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 Building Official. This NOA revises NOA # 0740928.01 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 Na 08- 0304.06 — Expiration Date: October 2, 2008 Approval Date: April 24, 2008 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 8 of 8, titled "Series -238 Aluminum Fixed Window", dated 02/19/99 with revision E dated 02/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. ' B. TESTS I. 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 Hurricane Testing Lab, Inc, Test Report No. HTL- 0080_1107 -98, dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. (Submitted underNOA# 06- 0928.03) 2. 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 fixed window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 -0203 - " & x-0080- 0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 3. 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 -M0- 1127 -98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 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 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). 5. 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- %, dated 03/06/96 for specimen #1, 2, 3 & 4 and FT1,1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. (Subm*(ed under NOA# 06- 0928.03) (For Reference only) Manuel Pe P.E. Prod net Control finer NOA No. 06 Ezpiratlon Date: October 26, 2008 E -2 Approval Date: April 24, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 08/30/06, and 11/29/07, all signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to S Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance, dated 11/29/07, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of compliance w/ FBC -2004 dated 08/25/06, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA# 0"928.03) 3. Statement letter of no financial interest, dated 08/25/06, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA# 06- 0928.03) G. OTHER 1. Notice of Acceptance No. 07 -0928.01, issued to Construction Glass Industries for their "Series 238 Aluminum Fixed Window — L.M.I. % approved on 11/01/07 and expiring on 10/26/08. Manuel Perez, Product Control E ' er NOA No. .06 Expiration Date: October 26,20M E 2 Approval Date: April 24, 2008 GENERAL WINDOW SECTIONS WINDOW WIDTH � w t VENT WIDTH rn WW -2" t ti r 1 D.L. OPG. O_ j ` H WW -7" 8" MAX. T 1 P. 1 IN a 7 0 0 A CARNE 0 U A o�c AT EACH ENO AND t- 2 8 18" O.C. ON SHORTER SIDES t I N O n W 20" O.C. ON LONGER SIDES i I I m G `' 0 II IT_ a t C i t () '% II � w n s �1 I� a 3� Z d► C , da a rs _ II It � •••M 0000•• l 6 Q ••.p •• II z • �tD • SURFACE APPLIED •• ' •• 0.0.06 t FALSE MUNTINS •• •� :0006: It OPTIONAL FOR GLASS TYPES _ _ I �'•� • • ..... • - REFER TO SHEETS 3, 4 & 5. •• •• o K •66 6666' 66 � I-66 600606 $ 18" MAX. 00 , 4 • •• • N 6r, 606616 7 D • 4i o tM TYPICAL ELESMON 1 2 3 .L. 01 D.L. [IPM 2 I /2` 0• p I • • • os 1' VENT WIDTH VENT WIDTH 1` N I Z z .Lj UT i7 — WINDOW WIDTH o WINDOW WIDTH W a EXTERIOR Q MAX. ANCHOR SPACING TO BE AS FOLLOWS w U v � 17" O.C ON LONGER SIDES 18" O.C. ON SHORTER SIDES a� • M = MS � �pp z N W U a > 3 L j 6 FOR MULLION /MULTIPLE UNITS, REFER TO i SEPARATE CGI MULLION N.O.A. o 2 m E N a All o ne ° z 7 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) �_ ° o ? i? INSTRUCTIONS: 1 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). � USE CHARTS AS FOLLOWS. m +� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED LOADS TO THE STRUCTURE. ON WINO VELOCITY, BLDG. HEIGHT, WIND ZONE 1 a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS PRODUCT APPLICABLE ASCE 7 STANDARD. m \ En�yr: pR. HUMAYO1fN f,4R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STRUCTURES P S �� -1-. PE # 1 6557 STEP SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS C.I.N. 35Ma Coot m CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. ARE NOT PART OF THIS APPROVAL N 21p6tice Daft USING MART ON SHEET 7 SELECT ANCHOR OPTION ANCHORS INTO WOOD ONLY. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF -- / STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED drawing no. IN STEP 1 ABOVE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO 99--1 STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS F rEB 2 2 100 ' SHALL APPLY TO ENTIRE SYSTEM. OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). 1 L I sheet 1 of 8 2625 2 5/8' p-2.075 1.757 �� v I 768 o I 5 625 _4 l.000 1.307 090 TYP. 2r ti 3 1.875 a20 ' 2625 2.215 .. 080 TYP. —t_�J --� L438 a O U "A L222 CORNER KEY CORNER KEY V `� A60 THICK ST. STEEL .062 THICK A- UMINUM FRAME VENT (5/16 LAM. GLASS) 0 WO a a a op .754 L757 Q a'1 $ LLz .383 830 .090 TYP, J a to I L875 Q w g 6I7 -!_—J ••• .720 •••••• VENT CORNER GLAZING STOP L 1.436• L •••• • 1.624 • r] ••••w ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE /SWPlMR /REMARKS • • • • • • • • • • VENT (INSUL LAM. GLASS) ALL FRAME AND PENT CORNERS TO BE 1 W -373 4 FRAME 8063 T6 INOALEX OR EQUIV. • � Q #; • SFJILEO WITH GE SILPRUF OR EQUIV. 2 CCI -378 4 VENT (5j16' LAM. GLASS) 8083 --T6 INDALEX OR EQUN. L757 • • • • 28 - 4 VENT (INSUL LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. • Ui • • • • • • • • • am 2C CGI -385 4 VENT (7/16' LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. i 3D - S �� i • • • • i 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. L L . • • Q � % 4� • • 5 4 - 4 .060 THICK CORNER KEY ALUMINUM - L875 � 00 Q 0 80 5 - 8 .0 THICK CORNER KEY ST. STEEL - lS { 720 cj ZZ Z 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS -� ��. L438 W w 4 7 0200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q -LON 0 8 - AS READ. VENT SCREWS • 20" O.C. LONGER SIDES, 18 O.C. SNORTER SIDES - 110 X 1 SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1 -1/4 SS SMS 1.347 VENT (7/16 LAM. GLASS) r' 4} N i N N r 0 to r 0 C W Engr. 5R MAY0UN 1AROOO PRODUCT REVISED FLA. PE Tt 18557 as complgig w tb the Fhd& � C.A.N. Suldftce& I Anepwam +' ID FRAME CORNER Pt�ei drawing no. r` 2 2O W99 -10 sheet 2 of 8 • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS o NO SHUTTERS REQUIRED NO SHUTTERS REQWRED NO SHUTTERS REQWRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTA- LA11ON DETAILS � �I WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' 3 WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) WIDTH I HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) Z 24" 110.0 180.0 _ 110.0 180.0 24" 97.5 97.5 110.0 120.0 19 -1/8 110.0 210.0 110.0 210.0 Q W 30" 110.0 144.0 110.0 144.0 30` - 67.2 67.2 90.0 90.0 26 -1/2" 110.0 166.2 110.0 166.2 tai o - 36" 110.0 120.0 110.0 120.0 %36" )� 50.8 50.8 r` 90.0 90.0 37' 28" 110.0 166.2 110.0 166.2 p v 42" 36' 110.0 120.0 110.0 120.0 42" 46.1 46.1 86.1 86. `( I 53 -1/8` 110.0 120.0 1 110.0 120.0 d 48" 101.4 101.4 110.0 120.0 24` 103.0 103. 110.0 124.0 �, L 19 -1/8" 110.0 200.6 110.0 200.6 a IL 54" 84.8 84.8 110.0 120.0 X. 84" 63.0 63.0 90.0 9 26 -1/2" 38 -3/8° 110.0 163.0 110.0 163.0 0 64" 74.7 74.7 110.0 114.3 36" 47.3 47.3 90.0 90.0 37 110.0 116.8 110.0 116.8 24 110.0 166.4 110.0 168.0 24" 87.5 87.5 110.0 120.0 53 -1/8" 81.9 81.9 110.0 112.6 M 30" 110.0 142.5 110.0 144.0 30" 96" 56.3 56.3 90.0 90.0 19 -1/8 110.0 185.7 110.0 185.7 d Q 36" 110.0 120.0 110.0 120.0 36' 1 41.6 41.6 90.0 90.0 26 -1/2~ 50 -5/8" 110.0 125.2 110.0 147.2y 42" 42 102.9 102.9 102.9 102.9 24" 69.6 69.6 90.0 90.0 37" 92.1 92.1 110.0 116.8 a 4$" 85.0 85.0 182.9 102.9 �• 108" 53.5 53.5 90.0 90.0 53 -1/8 65.6 66.6 85.3 85.3 ? to g 54" 75.1 75.1 102.9 102.9 24" 120` 58.8 58.8 9010 90.0 19 -1/8" 110.0 177.5 110.0 177.5 Q W tVu 60' 1 66.4 66.4 90.0 90.0 26 -1/2` ~ 98.1 98.1 110.0 120.0 ei 24" 110.0 153.1 110.0 160.0 37' 83 68.6 68.6 110.0 110.2 • • 30~ 110.0 117.6 110.0 120.4 53- 56.6 56.6 81.3 81.3 • a • / 36" 101.4 101.4 110.0 120.0 19 -1/8" 110.0 120.0 110.0 120.0 42" 48" 85.0 85.0 102.9 102.9 / / ... • •. rn . • • • • 26 -1 2 74 -1 4' 85.2 85.2 110.0 120.0 M WIDTH .• a • i i••••: . U) , 48" 75 5 75.5 90.0 90.0 WOW 37 55.4 55.4 90.0 90.0 • •' X Q' • •. • A • • • • • 54 68.4 68.4 90.0 90.0 60" 63.6 63.6 90.0. 90.0 ••� F �•••" ••.•• 24" 110.0 134.6 110.0 154.3 WINDOW •.• ••. ••...• 30" 99.4 99.4 110.0 120.0 % i gam• • • • • 36 84.8 84.8 110.0 120.0 ij j • J V1t - f: • • • 42' 54' 75.1 75.1 102.9 102.9 / /i o_ 1/8" AWN. GLASS 3/16" ANN. GLASS •. s •� 3 '.� J`1• I � • • • • � / z 090 INTERLAYER M Q $• 48' 68 4 68.4 90.0 90.0 i/� 090 INTERLAYER _ J 54" 65.8 65.8 80.0 80.0 SAFLEX PV8 SA1fLEX PVB Z 60" 59.0 59.0 80.0 80.0 Nom, z H 1/8" ANN. GLASS 3/16" AWN. CLASS W _ O'" 24" 110.0 1 110.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED E a i I LaJ F3 p 30' 87.8 87.8 110.0 120.0 VERTICALLY OR HORIZONTALLY AS SHOWN. a .i GE -1200 I I. GE -1200 L ln j 60" (� 36° 74.7 74.7 110.0 114.3. SILICQNE i i SILICOVE 42' - 66.4 66.4 90.0 90.0 I I 48" 63.6 63.6 90.0 90.0 54" 59.0 59.0 80.0 80.0 24" 110.0 112.5 _110.0 120.0 5/16" NOMINAL NOMINAL •' 30 82.1 82.1 110.0 120.0 GLASS TYPE '2' GLASS TYPE_ '3' o 36 66' 66.6 66.6 90.0 90.0 42' 58.1 58.1 90.0 90.0 48' 56.1 56.1 90.0 90.0 24` 105.4 105.4 110.0 120.0 30" 74.0 74.0 110.0 120.0 mm 4 b C 36 72` 59.2 59.2 90.0 90.0 o p $ N o 42" 51.2 51.2 90.0 90.0 O o 0 48" 49.8 49.8 83.9 83.9 c m o w Engr. iXt HUM AYCMAN FAR 000 I�Ii(3DUCL I�YL3ED r c FLA. P fb5b7 ast mplyl ithdw I CAN. Lu NOTE: drawing no. GLASS CAPACITIES ON THIS SHEET ARE BASED 20118 > W99- -1 BASED ON ASTM E1300 -02 (3 SEC. GUSTS) sheet 3 of $ �I PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES o OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT' RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED Na SHUTTERS REQUIRED REFER TO SHEETS 6 MO 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 5 AND 6 r� FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS Z �D WINDOW DIMS. GLASS TYPE '6' WINDOW DAIS. GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) i NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) i NT. ( -} WIDTH HEIGHT EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. 24" 110.0 195.8 24' 110.0 120.0 24' 110.0 120.0 24" 70.0 70.0 19 -1/8" 110.0 210.0 30" 110.0 156.6 30` 110.0 120.0 30" 90.0 90.0 30' 70.0 70.0 26 -1/2' 110.0 180.7 36" 110.0 130.5 36" 90.0 90.0 36" 90.0 90.0 33" 70.0 70.0 37" 26" 11010 180.7 ury! 42" 36" 110.0 120.0 42' 90.0 90.0 42' 70.0 70.0" 132" 70.0 70.0 53 -1/8" 110.0 120.0 48 114.0 120.4 48' 90.0 90.0 45' 70.0 70.0 39" 50.0 50.0 19 -1/8" 110.0 210.0 5 � 54" 110.0 120.0 54' 70.0 70.0 48' 70.0 70.0 42' 50.0 50.0 26 -1 /2" " 110.0 177.3 O W 2 60` 110.0 120.0 57" 70.0 70.0 51" 70.0 70.0 45" 50.0 50.0 37" 38-3/8 110.0 120.0 9 L'q 4 G 24" 110.0 193.6 60" 70.0 70.0 54' 84° 70.0 70.0 48' 50.0 50.0 53 -1/8" 110.0 120.0 C 30 110.0 156.6 63' 66" 68.6 68.6 57" 70.0 70.0 24` 70.0 70.0 19 -1/8" 110.0 210.0 ; n dw " 36" 110.0 120.0 66' 65.5 65.5 60 50.0 50.0 30 70.0 70.0 2s -1/2 50 -5/8" 110.0 169.7 L 3 to 2 42 42' 96.9 111.9 69' 65.5 65.5 63" 50.0 50.0 33" 70.0 70.0 37' 110.0 120.0 � a q 48" 96.9 111.9 72" 65.5 65.5 66" 50.0 50.0 38' 144" 50.0 50.0 53 -1/8 85.3 85.3 54" 96.9 111.9 75 50.0 50.0 69' 50.0 50.0 39" 50.0 1 50.0 19 -1/8' 110.0 204.6 60" 90.0 90.0 78 50.0 50.0 72' 50.0 50.0 42' 50.0 50.0 26 -1/2" 110.0 120.0 i • • • i� • • • • N •. •: �. 24" 110.0 184.4 al. 50.0 50.0 75` 50.0 50.0 45" 1 50.0 50.0 37" 83 " 110.0 120.0 • • • b y • • • • • • •. i. 30' 110.0 120.0 84' 50.0 50.0 24' 110.0 120.0 24" 70.0 70.0 53 -1/8" 81.3 81.3 • • • Z • I s • 36" 110.0 120.0 87' 50.0 50.0 30 90.0 90.0 W. 70.0 70.0 19 -1 /8" 110.0 120.0 .. p . • • • 42" 48 96.9 111.9 24" 110.0 120.0 36` 90.0 90.0 33' 156" 50.0 50.0 26 -1/2" 74 -1 4" 110.0 120.0 •. • W un • • • • • • 48" 84.8 97.9 30` 110.0 120.0 39' 70.0 70.0 36 50.0 50.0 37' / 90.0 90.0 • • Q�!• • •w •. i.. 54" 90.0 90.0 36' 90.0. 90.0 42" 70.0 70.0 39" 50.0 50.0' S3 -1/8" 70.0 70.0 ° • M $ • •... • 60" 90.0 90.0 42' 90.0 90.0 45" 70.0 70.0 • • ND • Lc • • 24' 110.0 177.8 48' 90.0 90.0 48" • s6" 70.0 70.0 •� • • • • 30' 11x.0 120.0 51" 70.0 70.0 51" 70.0 70.0 WOW. WIDTH '.. • • 36° 110.0 120.0 54' 70.0 70.0 54" 50.0 50.0 00 Q . 42' 54" 96.9 111.9 57" 70.0 70.0 57' 50.0 50.0 M o 48 90.0 90.0 60' 70.0 70.0 60' 50.0 50.0 1 Z Z �` WINDOW LENGTH I 54" 80.0 80.0 63" 72° 68.6 68.6 63" 50.0 50.0 j 3/16 HEAT 5TREN'D GLASS p 60` 80A 80.0 66 85 5 65 5 66" 50.0 50.0 //� 090 INTERLAYER tat O - 24' 110.0 120.0 69 50.0 50.0 24' 90.0 90.0 j% >- 1- SAFLEX X18 Vl C 30" 110.0 120.0 72' 50.0 50.0 W. 90.0 90.0 j� j j j g a� 3/i 6" HEAT S7REN'D GLASS 36" 110.0 120.0 75" 50.0 50.0 W. 70.0 70.0 ; H GE -1200 42' 90.0 90.0 78" 50.0 50.0 1 70.0 70.0 i : i SILICONE W 48" 90.0 90.0 s1" 50.0 50.0 39 70.0 70.0 NOTE i :i .r WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED i .t S 54" 80.0 80.0 84 50.0 50.0 42' 108" 70.0 70.0 VERTICALLY OR HORIZONTALLY AS SHOWN. 60" 70.0 70.0 87" 50.0 50.0 45` 70.0 70.0 :::; : g 83' 70.0 70.0 24" 110.0 120.0 48 50.0 50.0 C es 70.0 70.0 30" 90.0 904 51 50.0 50.0 J v ' " 7j16" NOMINAL m $ 69" 70.0 70.o 38" 90.0 90.0 54' 50.0 50.0 1 ' GLASS TYPE '6' 72' 70.0 70.0 42' 90.0 90.0 57" 50.0 50.0 Z 75' 70.0 70.0 45" 70.0 70.0 60" 50.0 50.0 78' 70.0 70.0 48` 70.0 70.0 24" 90.0 90.0 81" 70.0 70.0 or , 70.0 70.0 30` 70.0 70.0 = m o W 64" 50.0 50.0 U. 70.0 70.0 33` 70.0 70.0 87` 50.0 50.0 - 57* 78" 70.0 70.8 36" 70.0 70.0 •, c 80' 70.0 0:0 39" 70.0 70.0 Engr D►2 HUMY , FAr7000 FRODUCT REVISE 83" 50.0 50.0 42" 120 50.0 50.0 STRUCTURES 6s cmpbft with NHS Fisruz f a FLA. PE # 16557 c 66" 50.0 50.0 45" 50.0 50.0 O.A.N. 3838 _ 69' 50.0 50.0 48" 50.0 50.0 g 72' 50.0 50.0 51' 50.0 50.0 75' 50.0 50.0 54' 50.0 50.0 NOTE: �� 2 � drawing no 78' 50.0 50.0 GLASS CAPACITIES ON THIS SHEET ARE X 99 - 117 st" 50.0 50.0 BASED ON ASTM E1300 -02 (3 SEC. GUST'S) (sheet 4 of 8 c3 P ERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WIND NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED I m REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE Z � WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. 24" 110.0 180.0 110.0 195.8 24" 103 103.6 110.0 120.0 19 -1/8' 110.0 210.0 110.0 210.0 Q a 30" 110.0 144.0 110.0 156.6 30" W 78" 71.4 71.4 - 90.0 90.0 26 -1/2' 110.0 166.2 110.0 180.7 v 36" 110.0 120.0 110.0 130.5 36° 28 0 54.0 54.0 90.0 90.0 37" 110.0 166.2 110.0 180.7 0 42" 36' 110.0 120.0 110.0 1 120.0 42" 1 48.9 48.9 90.0 90.0 53 -1/8° 1 110.0 120.0 110.0 120.0 U. 48" 107.7 107.7 110.0 120.0 24" 109.4 109.4 110.0 120.0 19 -1/8" 110.0 200.6 110.0 210.0 v 54 90.1 90.1 110.0 120.0 30" 84" 67.0 67.0 90.0 90.0 26 -1/2" 110.0 163.0 110.0 177.3 OM 60" 79.3 79.3 110.0 120.0 36" 50.2 50.2 90.0 90.0 37" 38 -3/8° 110.0 116.8 110.0 120.0 .Q a 24" 110.0 168.0 110.0 193.6 24` 92.9 92.9 110.0 120.0 53 -1/8 87.0 87.0 110.0 120.0 30" 110.0 144.0 110.0 1 156.6 30' 96' 59.8 59.8 90.0 90.0 19 -1/8 110.0 185.7 110.0 210.0 3 36' 110.0 120.0 110.0 120.0 36" 44.2 442 90.0 90.0 26 -1/2" 910.0 133.0 110.0 169.7 IL Z 5 -5/8' 42' 42' 102.9 102.9 96.9 111.9 24" ° 74.0 74.0 90.0 90.0 37' 97.9 97.9 110.0 120.0 ++� Z .3 48" 90.3 90.3 96.9 111.9 30- 108 56.8 56.8 90.0 90.0 53-1 /8" 70.8 1 70.8 85.3 1 85.3 Q W 54 79.8 79.8 96.9 111.9 24 120 62.5 62.5 80.0 90.0 19 -1/8 110.0 177.5 110.0 1 204.6 W . 70.5 70.5 90.0 90.0 26 -1/2 104.3 104.3 110.0 120.0 p a 24" 110.0 160.0 110.0 184.4 37' 63' 72.9 72.9 110.0 120.0 Z m 30" 110.0 120.0 110.0 120.0 53 -1/8 60.1 60.1 81.3 81.3 w 36' 107.7 107.7 110.0 120.0 WDW. WIDTH 19-1/8 110.0 120.0 110.0 120.0 W N • • • W 42" 48" 90.3 90.3 96.9 111.9 26 -1/2" 74 -1/4" 90.5 90.5 110.0 120.0 ; � m • • • •pi *see:* 48" 80.2 80.2 84.8 97.9 WINDOW LENGTH 37' 58.8 58.8 90.0 90.0 • O x • 0 • • 54" 72.7 72.7 90.0 90.0 t9 •• . S..• •••••• /�. • • s � • �'" • • W. 67.6 67.6 90.0 90.0 j j • • em ° � • • : • • • •: 24' 110.0 143.3 110.0 177.8 ] !� • N .- • • • • • 30" 105.6 105.6 110.0 120.0 z % %�j% ••• •i :"r. �!Q y ••i•• 36" 90.1 90.1 110.0 120.0 1/8" TEMP. GLASS 1/8 TEMP. GLASS • • • Z Z �... • • 42' S4 79.8 79.8 96.9 111.9 1/8 ANN. GLASS 1/8 TEMP. GLASS : (A � 0 - �� • • . • : • 48 72.7 72.7 90.0 90.0 NOTE 090 INTERLAYER 090 INTERLAYER • w 0,�4.;' • • WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED SAFLEX PVB SAFLEX PVB . Q • • • • • • 54" 69.9 69.9 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • CJ =• • • W . 62.7 62.7 80.0 80.0 1/8' ANN. GLASS 9/8` TEMP. GLASS 24" 110.0 120.0 110.0 •120.0 i 30" 93.3 93.3 110.0 120.0 GE -1200 GE -1200 � 36" &0" 79.3 79.3 110.0 120.0 SILICONE SILICONE 42" 70.5 70.5 90.0 90.0 N •, 48" 67.6 67.6 90.0 1 90.0 s - 7 o E 54' 62.7 62.7 80.0 80.0 3/4" INSULATED 3/4" INSULATED 24" 110.0 119.5 110.0 120. GLASS TYPE '2A' GLASS TYPE '3A' o 30' 87.2 87.2 110.0 120.0 n a 36" 66" 70.7 70.7 90.0 90.0 42' 61.7 61.7 90.0 1 90.0 y o o 48` 59.6 59.6 90.0 90.0 cm, 24" 910.0 111.9 110.0 120.0 ` °c @ c W 30' 78.6 78.6 190.0 120.0 36" 72 62.9 62.9 90.0 90.0 '.- 42' 54.4 54.4 90.0 90. Engr. nR. H'JFAAffAJN FAR= 1?RC3IDUCI' REVi96.ti •° s 46" 52.9 52.9 90.0 90.0 �' PE f 1 &M7 as complyieg a we F CAN. 35m NOTE. drawing no. GLASS CAPACITIES ON THIS SHEET ARE B 2 2 Z008 W99 --10 BASED ON ASTM E1300 -02 (3 SEC. GUSTS) sheet 5 of 8 INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES, FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS � SEE ELEV. FOR SPACING Z 1/4' TAPCON 1/4' TAPCON METAL O z STRUCTURES a CL �Q O 1 3/8' V p M Wt9 SEALANT g SEALANT x V a a a � 0 4. a _ d y^ • a. a a: H .. a d � a • � - Q c � z .a � y 2 1 / @' J � 4 a z F a 1" A/INa ► 1' MIN4 2 -1/2 MIN. 2 -1/2' MIN. 00 N INSTALLATION TYPE '1 WOOD BUCK TYPE 'L ELATION - TYPE '2' WOOD BUCK TYPE '2' z MATER PRESSURE TREATED MATER PRESSURE TREATED C] Li N •••' TYPICAL INSTALLATION DEL ZYPTYPICAL INSTALLA ION DETAIL ATTACHMENT TO TAI O •. • • ` • • • • • • v • N ALL FOUR SIDES /USING WOO Q ON ALL FOUR SIDESIUSING WOOD METAL STRUCTURES ... • O .' ....:. go -2 1/4' TAPCONS 1/4' TAPCONS • " Q U) N • • • • • 1 -1/2' EMBED 1 -1/2' EMBED • • • • � • � • 1 • • • • • B12 SMS •• •tl Q i •,.R •••••• ••• i Z Z d •• eA • • Lij 1 3/8' •. • • • SEALANT SEALANT —� •• i $ • • • X ~ N y c cu a VU 2 7 a 4 . ii 4' Q a d . • MDY ATTACHMENT ATION BY OTHERS 4 SUCK INSTALLATION BY OTHERS APPROVED MULLIONS �Z 1' MIN. 1' MIN. INSTALLATION ICE '3 WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE I $ PRESSURE TREATED X101. PRESSURE TREATED ? g o m Cm CkW TYPICAL INSTAL,LMON DETAIL TYPICAL INSTALLATION ON DETAIL ON ALL FOUR SIDES f USING WOOD ON ALL FOUR SIDE5 W000 Engr t)62. HUMAY" FAR00Q Ddb "VdSIEIIt m �� SIRUC JfCS os era t !� d :v PE CAX ' 7 Cade ° WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN t drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 2 2008 W99-10 THEM TO THE BUILDING STRUCTURE. sheet 6 of $ PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLA'T'ION ANCHORS " REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 6 FOR DETAILS REFER TO SHEET 6 FOR DETAILS REFER TO SHEET 6 FOR DETAILS WV=W DIMS. EXT. ( +} WINDOW DIMS. Ea. { +} WINDOW DO(S. EXT. { +} WINDOW DD(S. EXT. ( +} O _ WIDTH HEIGHT INT. ( -) WIDTH HEIGHT INT. { -) WIDTH HEIGHT INT. ( -) WIDTH HEIGHT INT. ( -} r 24" 210.0 24' 210.0 24 210.0 19 -1/8" 210.0 r g 30' 210.0 30' 207.4 30 202.9 26 -1/2' 28' 210.0 C v 36' 210.0 36' 185.1 36" 176.7 37' 210.0 0 42' 210.0 42' 170.9 42' 158.7 53 -1/8' 210.0 0. 48' 210.0 48" 162.0 48" 145.8 19 -1/8' 210.0 d 136 210 4" .0 54' 157.1 54" .4 26 -1/2' 210.0 a 2 5 d 36' 60" 84' 38 -3/8' V p 60" 185.1 60' 155.5 W. 129.6 37" 210.0 w M 66' 202.5 66' 162.0 66 124.7 53 -1 /8' 1 210.0 -9 AL Q G vi „ 72" 180.0 72' 138.9 72' 121.5 19 -1/8" 210.0 0 % O 78 162.0 78' 121.5 78' 119.6 26 -1/2' 50 -5/8 210.0 4 w Be 176.7 Be 129.6 24" 208.3 37" 210.0 L Z ,Ly to ri y W. 162.0 9o" 116.6 30" 172.8 53 -1/8" 198.8 sJ lrl 24" 210.0 24' 210.0 36' 149.5 19 -1/8" 210.0 a WD W. WIDTH 30" 210.0 X. 210.0 42" 133.3 26 -1/2' 63 „ 210.0 W. 210.0 36' 202.5 48" 96* 121.5 37" 170.4 3 a 42 210.0 42" 185.1 54" WINDOW LENGTH 112.7 53 -1/8" 144.6 Z 48' 210.0 48' 173.6 60" 106.0 19 -1/8' 210.0 j%• I 54" 42' 202.0 54" 66w 166.2 66' 101.0 26 -1/2' 74 -1/4" 210.0 3 % //� a 60' 170.9 60" 162.0 72' 97.2 37" 169.6 $ / /i /, o X Ix • • • • z �i %�/ 3 • •• ••••�• 66 185.1 66 160.7 24 210.0 53 • : -1/8' 138.1 • • • 0 • • e • O '.�, 72" 163.4 72' 135.9 X. 175.6 • • • •• • 0 0.0 0 • 78" 146.2 78' 117.8 36" 151.2 NOTE: • • • 0 • • - se 158.7 84" 124.7 42' 108" 134.1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED • • •g 90" 144.$ 90' 111.6 48 121.5 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE • • 0 Q U) 4 r ' 0 r� 0 • • • • 24" 210.0 24" 210.0 54" 112.0 •0• • 0 •0100 •0 � ��°•� t 0� f1 •00.0• 30" 210.0 30" 204.6 60" 104.7 N Z Z J 0' 36" 210.0 36' 180.0 24" 210.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING i I 42' 210.0 42' 163.4 30" 177.7 '� • • • • • • 48' 210.0 48' 151.9 36° 120' 152.5 1 /4" TACO • U •� i • • . • •• .. 54' �. 194.4 5 4' 72 " 144.0 42" 134.6 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 60" 162.0 60' 138.9 48 ". 121.5 1 -1/2 MIN. PENETRATION INTO WOOD 66" 173.6 66' 135.9 54" 111.5 72' 151.9 72" 135.0 24' 210.0 - ° SA - C0NC� OR MASONRY 1 L /4 MIN. EMBED INTO�O OR MASONRY $ 78" 135A T8" t 15.7 30" t 7$.4 � 84' 145 8 84' 1215 36" 153.5 DIRECTLY INTO CONC. OR MASONRY N SRI 90" 132.5 90' 108.0 42" 132' 135.1 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 24" 210.0 24' 210.0 48" 121.5 J14 ;M$ OR SELF DRILLING SCREWS 30" 210.0 r 30_ - _ 185.1 24" 198.8 INTO METAL STRUCTURES 36" 210.0 1. J j 162.0 -',. 30" 162.8 STEEL 12 GA. MIN. (1=y = 36 KSI MIN.) 42' 202.0 42' 148.2 36' 138.9 " " 144" ALUMINUM 1/8 " THK. MIN. (6063 -T5 MIN.) 48" 194.4 48 135.0 _ 42 121.9 OR PAINTED) 0 N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 54' 192.0 5 78" - . ( 127.1 �' 48" 109.4 60' 157.1 -- l3 - - -' 121.5 24' 202.5 #12 SMS OR SELF DRILLING SCREN m a w 66" 166.2 66' 117.8 30' 165.4 72' 144.0 72" 115.7 36" 140.9 INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. TNK. _ '. j8 ") 156' (NO SHIM SPACE) 78" 127.1 78" 115.0 42" 1 123.4 N a_ 84' 136.4 84' 119.6 Eat STRUCTURES FAROOQ PRODUCT TREVI9ED � r nA. PE j _3 _61557 as com b with Fleet a 90" 123.4 CAN_ 35M Cede drawing no. r F 2 Z008 w99-1 sheet 7 of 8 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS �w � OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES i INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS USE LOWER APPLICABLE VALUES IYtNDOA DDS3. 1vn00ft n Od3. EXT ( +} wnvDOA DIMS. EXT ( + } 1PI1VD01F DIMS. C EX , (�) • WIDTH HEIGHT INT. ( -) WIDTH HEIGHT INT. ( -} WIDTH HEIGHT INT. ( -} WIDTH HEIGHT INT. (-} _ c 24 210.0 24 169.0 24" 169.0 19 -1/8' 210.0 a 30" 210.0 30' 144.2 30" 141.1 26 -1/2" 26 " 210.0 36" 210.0 36" 128.8 3s" 122.9 37' 210.0 42" 169.0 42' 116.9 42" 110.4 53 -1 1a° 186.6 4E" 180.3 48' 112.7 4$ 101.4 19 -1/8' 210.0 .845 Q tj 2.500 .845 0 } t 54" 150.2 54" 109.3 54 94.9 26 -1/2' 210.0 .085 r 36" 6fl" 84' 38 -3 / 8 ' .065 .592 Q d 60" 128.8 60' 1081 60" 90.1 37' 198.6 Q' O W M 66' 140.8 66' 112.7 66' 86.8 53 -1/8' 149.5 ,562 1.125 q C 72" 125.2 72' 96.6 72" 84.5 19 -1/8' 210.0 8 C Me 78" 112.7 78' 84.5 78 83.2 26 -1/2" -5 /E . 196.6 1.436 .903 Q .. 84" 122.9 84" 90.1 24' 144.9 37" 163.8 .125 (` Z N y 90" 112.7 90" 81.1 30' 120.2 53-1 /8 138.3 ,5 al l, R 24" 202.E 24" 187.8 36" 104.0 19 -1/8" 2100 ALUMINUM BUCK OPTIONAL COVER 4 g 30" 180.3 30° 159.1 42" 92.7 26 -1/2 177.5 6063 -r6 6063 -T6 36 169.0 38" 140.8 0" S6" 84.5 37 141.4 3 a 42" 165.6 42" 128.8 54" 78.4 53 -1/8 119.2 z 48" 171.7 48" 120.7 60" 73.7 19 -1/8" 196.7 3 M 54" 42" 88" 140.5 54' 115.6 66" 70.2 26- -1/2' 74-1/4 ° 150.5 N •i � 60" 118.9 60' 112.7 72" 67.6 37" 118.0 66" 128.8 66" 111.7 24" 147.9 53-1/8 96.1. • 0 Li • • a • � 72' 113.6 72' 94.5 30' 122.1 78" 101.7 78" 81.9 36" .105.2 • • _ �i " ; 84 110.4 84" 86.8 42" f 08" 93.2 1 • • a 94 •�• • 90' 100.8 90' 77.6 4$" 84.5 I I i • • • • • • • • • 24' 210.0 24' 169.0 54" 77.9 •• �p 0 ! •i C •••••• M 30" 196.7 30" 142.3 80" 72.8 X14 SMS �y '� • 36" 180.3 36" 125.2 24" 150.2 14 SMS 6 " FROM ENDS i • t Z Z • AT 6" FROM ENDS 1A7- • 09.9 ...... 42" 171.7 42 113.6 30" 123.6 17 O.C. MAX. =- 17 O.C. MAX. AT HEAD /SILL/JAMB M 48" 169.0 48 105.6 36" 120" 106.0 y AT HEAD /S!LL/JAMB • cn • • • • 54' 135.2 54" f 00.1 42' 93.8 a 46 72 + to 1 c4 60" 112.7 60" 96.6 48" 84.5 N rn 66" 120.7 66" 94.5 54" 77.5 72" 105.6 72" 93.9 24" 152.1 78" 9319 78" 80.5 30" 124.8 84" 101.4 a4" 84.5 36" 132° 106.7 v p 90' 92.2 90' 75.1 42" 94.0 ° 24" 193.1 24" 153.6 Q. 84.5 d 30' 166.4 30' 128.8 24" 138.3 a A 'v e. I #14 SMS #14 SMS 36" 150.2 36 112.7 M. 113.2. 1 -1/2" MIN. WOOD EMBED 1 -1/2 MIN. WOOD EMBED AT 6' FROM ENDS AND AT 6" FROM ENDS AND 42" 140.5 42' 101.7 M. 144" 96.6 2 1/2" MIN. 17" O.C. MAX. 17" O.C. MAX. 1' MIN. AT HEAD /SILL/JAMB 48" 135.2 4$" 93.8 42" 54.8 EDGE DIST. AT HFJ1D /StLLf JAMB m 54" " f 33.5 54" ° 88.4 48" 76.1 r 60" 54 109.3 60' 78 84.5 24" 140.8 f NSTAt L ATI hl _ TYPE 'fi INSTALLATION TYPE 'S' m C W 66" 115.6 68" 81.9 30" 115.1 2BY WOOD BUCK OR WOOD STRUCTURES 72' 100.1 72" 80.5 36" 156" 98.0 m 78" 88.4 78' 80.0 42' 85.8 )PICAL INSTALLATION TION DETAIL 8W. OR. HUMAYOUN FAN WO 84- PRODUCT [7RVISED 94.9 84 83.2 STRUCTURES i av 90" E5 ON ALL FO iR SIDES ALUMINUM BUCK SYSTEM FLA,PE i 16W as camplyft With the Flerma o a � � C. 3538 PuldinglCede > Aa $� u 4i Llj drawing no. W99 -•10 sheet 8 & 8 1 1 MI MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER KMEETT, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372- 6339 NOTICE OF ACCEPTANCE (NOA) wwwaniamidade.aov/buildivacode Construction Glass Industries 10104 N. W. 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 AID (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: series-23r Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 12/04 /1998 and last revised on 09/(Y7/2006, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06- 0928.44 and consists of this page 1 and evidence pages &I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 07- 0928.02 a / _ Expiration Date: October 26, 2008 S Approval Date: November 01, 2007 I tW Page I Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 01- 1002.03) 1. Manufacturer's parts and sections drawings. 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 12/04/98 and last revised on 09 -07 -2006, signed and sealed by Dr. Humayoun Farooq , P. E.. Submitted under NOA# 06- 0829.04 B. TESTS (transferred from file # 01- 1002.03) The original test conducted per PA 201, 202, 203 -94, now termed as TAS 201, TAS 202 & 203 -94: 1) 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. 2) 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 10114/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, 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 a alum fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 0303 -96 dated 03/06196, signed and sealed by Timothy S. Marshall, P.E. 4} Ref. 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. report No. HTL -0080- 1127 -98 dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. 5) Ref. 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 Hurricane Testing Lab, Inc, report No. HTL -0080- 1107 -98 dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. 6) Ref. 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. Submitted under NOA# 06- 0829.04 Jaime D. GUmn, P.E. Chief, Product Control Division NOA No 07-0928.02 Expiration Date: October 26, 2008 Approval Date: November 01, 2007 E -1 Construction Glass Industries ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC -2004, dated 09-07 -2006, prepared by Al- Farooq Corp., dated 09/26101, signed and sealed by Dr. Humayoun Farooq, P.E. Submitted under NOA# 06- 0829.04 2. Analysis and anchor calculations, prepared by Al- Farooq Corp., dated 09/26/01, signed and sealed by Dr. Humayoun Farooq, P.E. (from file # 01- 1002.03) Submitted under NOA# 06-0829.04 " 3. Comparative Analysis and anchor calculations, prepared by Al -Farm Corp., dated 02/20/99, signed and sealed by Humayoun Farooq, P.E. Submitted under NOA# 06- 0829.04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saflex interlayer", expiring on 03/04/2009. Submitted under NOA# 06- 0829.04 F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 dated 09 /07/06, signed by Dr. Humayoun Farooq, P.E. Submitted under NOA# 06-0829.04 2. Statement letter of compliance and of no financial interest, dated 08/31/06, signed and sealed by Dr. Humayoun Farooq, P.E. Submitted under NOA# 06- 0829.04 3. Laboratory compliance statements, part of above test reports. Submitted under NOA# 06-1829.04 G. OTHERS 1. This NOA renews & revises NOA # 06- 0928.04, expiring on October 26, 2007. 2. One year conditional approval subjected to verification test. 3. Testing confirmation letter issued by Hurricane Testing Lab dated 09 /01/2006. Submitted under NOA# 06- 0829.04 4. Correspondence between CGI & BCCO dated 03/21/01 & 08/21/2001 Jahne D. Gascoli, P.E. Chief, Product Control Division NOA No 07- 0928.02 Expiration Date: October 26, 2008 Approval Date: November 01, 2007 E -2. GENERAL WINDOW SECTIONS WINDOW WIDTH :�] o V ENT WIDTH z oo m WW -2" S? 3 1 D.L. OPG. a Z Q WW -7" H U N O. 7 6" MAX. TYP. d+ D i O A HEAD/SILL ° o CORNERS a 0. / U it r` 111 = - - - -_ @@ 91z + > "� as 0 11 °z s 1 I ! I t ! 1� w in � i I I C, x _j n LLJ i✓ SNUBBER LO AT IMPACT WINDOWS ONLY t� w ° a ° / - /." li a 0 Z 04 M? _d /� II 6 ° I ®TO i °__ � - - =_ =� ___ I SURFACE APPLIED FALSE MUNTINS 31:O N OPTIONAL p f1. rn 1 i I Z IL' _____...____ it \ 11 V 1 .....- - _.-._ _. FOR GLASS TYPES, _._._._._ _ �: ii ii \ w ?'•••. o ...... -- -- REFER TO - - - -- -- \\ '..' '�'.. .• SHEETS 3 AND 4. 3 D.L. OPG. I i D.L. OPG. 2 1/2- PROBUC'T Bi€NEdYim • • j • • • • • 2 I I 24" MAX. TYP. ffi do i•• •� � 0"- I ••i••� t I 1 AT HEAD /SELL .p�ji2llr'i��. '� C.Ot'g' • �C ' ...... 1" VENT WIDTH ' VENT WIDTH 1" Z _j �• WINDOW WIDTH a I WINDOW WIDTH •1 o O r TYPICAL ELEVATION f� l, • W a �• • • • • • • EXTERIOR J I OWN 95 I 1 1 I • 3 1 6 � � FOR MULLION /MULTIPLE UNITS, REFER TO z 3 SEPARATE CGI MULLION N.O.A. g O NOT - THIS PRODUCT HAS BEEN DESIGNED AND TE =STED TO COMPLY WITH THE THESE WINDOWS ARE RATED FOR LARGE. MISSILE IMPACT. � REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) SHUTTERS ARE NOT REQUIRED. 2 ° INSTRUCTIONS: j INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). > ° � � < m t1 USE CHARTS AS FOLLOWS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER , STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED LOADS TO THE STRUCTURE. �u ON WIND VELOCITY . BLDG. HEIGHT, WIND ZONE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. DR. HUMAYQUN FAROOQ w m USING APPLICABLE ASCE 7 STANDARQ. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STRUCTURES I 1 � FLA. PE I B5.�J7 N STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS C.A.N. 3538 I'RODUCTRENEWED CAPACITY OF DESIRED GLASS SIZE 13ASED ON APPLICABLE ARE NOT PART OF THIS APPROVAL. as complying with ft Florwa WIND DURATION. 4;:�� ilding Codc STEP USING CHART ON SHEET 6 SELECT ANCHOR OPTION A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ceptanceNoB? 4- 2 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORS INTO WOOD ONLY. v� drawing no. IN STEP i ABOVE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO STEP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ConaoT . W98 --100 SHALL APPLY TO ENTIRE SYSTEM. OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). DivL%iav sheet 1 of 6 p - ----- 2.625 2 5/8 2A75 1.757 5 .625 O 1.000 1,307 .090 TYP. z 1.$75 z a N OD v 2.625 N 2.215 .720 E U ^ d .080 TYP. 1.438 in p a 0 ' v 1.222 - �1 a -* I 0 o 13 CORNER KEY CORNER KEY U W ° .060 THICK ST. STEEL .062 THICK ALUMINUM FRAME VEN (5/16 p LAM. GLASS) z > ) o 11D 1.757 O `� Q I .754 O tl r, it N V OJ 830 .090 TYP. �" A " 383 1.875 � w - 2 .617 .720 1.438 -�-- -d VENT CORNER GLAZING STOP 9 a 04 0 to ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUER/REMAKKS 3 V 1,624 Z 0) 1 CGI -373 4 FRAME 6063 -T6 INDALEX OR EQUIV. W Q • • • • a 2 CGI -378 4 VENT (5/16" LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. VENT (INSUL. LAM. GLASS) • ,j G • • �i9 • • • • • • 28 - 4 VENT (INSUI LAM. GLASS) 6063 -T6 INDALEX OR EQU{V. • • a • • • ALL FRAME AND VENT CORNERS TO BE U • ••••i• SEALED WITH GE SILPRUF OR EOUlV. 2C CGI -385 4 VENT (7/16 LAM. GLASS) 6063 -T6 INDALEX .757 •••• • X OR EQUIV. • m � 4 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. • • • • z • • • • • • • 4 - 4 .060 THICK CORNER KEY ALUMINUM - • • • • g • * cr i b° • • 5 - 8 .060 THICK CORNER KEY ST. STEEL _ L TYP. • • • N 5 • • • • • 6 AP -425 AS REOD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 1.875 • • • • 00 • • t • • • • • • C? * � •�•••• L�J • � ' J • 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 720 : •: CV Z Iw,. • • 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS -� 1:13$ V) " • • • • • • 9 24- 13 -00 -20 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) /8 X 3/8" SMS W 7 4 • wi • • � 10 - 2/ 1/ENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS • • � LLJ ;;) •+ � • • 11 23 -20 -00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 1 • • 1.347 -� 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (Z ) 8 X 318" SS SMS 13 - 3/ CORNERI FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -i /4" SS SMS VENT (7/16 LAM. GLASS} RUC REN s / no pbft a 1 1011" - m o z I { C y o 0 13 O pry o 0 q U a I En9r. DR. HUMAYOUN FAROOQ ti o STRUCTURES' iv FLA. PE # 16557 PRODUCT RENEWED r _ CAN. 3538 as complying with the Florida Building Code m Acccptanee No FRAME CORNER t 8 By drawing nO. .. 4 Miami aContra! t�}$- DO Division sheet Q of g 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS c� 090 INTERLAYER .090 INTERLAYER .090 INTERLAYER SAFLEX PVB SAFLEX PVB SAFLEX 'PVB v 1/8" ANN. GLASS 3/16° ANN. GLASS 3/16" HEAT STREN'D GLASS z to C7 pf GE -1200 z z vt SILICONE ti O 0 m < " GE -1200 a ! i t SILICONE 04 r r S LICONE H v tL t I t 1 .etir 0 0 I I I t Ri' 0 r U i i i r Oa a � 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL z M GLASS TYPE '2' GLASS TYPE `3' GLASS TYPE '6' O 5 ¢ ¢ ai PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS R CO N NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED W o 0 REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS Ilk w M z WINDOW DIMS. GLASS TYPE '2' GLASS TYPE `3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE `3' GLASS TYPE `6' 1 �� '; w N g �, WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT_ ( +) 1 NT_ ( -) EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) V 20" 110.0 194.3 110.0 210.0 110.0 210.0 20" 98.8 112.6 110.0 210.0 110.0 210.0 R O a 24" 110.0 161.9 110.0 210.0 110.0 210.0 24" 85.8 95.4 110.0 120.0 110.0 120.0 z �' 28" 110.0 138.8 110.0 210.0 110.0 210.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 " rn 30" 110.0 129:5 110.0 209.5 110.0 210.0 30" 60 73.2 71.7 110.0 120.0 110.0 120.0 J • • • • �' 32" 36° 110.0 121.4 110.0 191.1 110.0 210.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 _ l t'" ' 'C -- � 1 } Z • • • • • • • • 36" 107.9 107.9 110.0 196.5 110.0 210.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 - - 40" 97.1 97.1 110.0 120.0 110.0 120.0 20" 86.7 86.7 110.0 169.0 110:0 169.0 T�- - - -- • • • j j • �• i • • • • i '- C9 42" 92.5 92.5 110.0 120.0 110.0 120.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 - - " • • • • _ 31 Z� .....• 20� 110.0 166.5 110.0 210.0 110.0 210.0 28" 66" 64.2 64.2 110.0 120.0 110. 120.0 ___' � - i �(o • •: 0 � M • • • • • 24 110.0 138.8 110.0 210.0 110.0 210.0 30" 60.6 60.6 i 10.0 118.2 110.0 118.2 -- (J .. V • • • • • 28" 110.0 118.9 110.0 210.0 110.0 210.0 32" 57.5 57.5 110.0 112,2 110.0 112.2 000 •N z • 30" " 110.0 111.0 110.0 210.0 110.0 210.4 20" 66.4 66.4 110.0 120.0 110.0 120.0 • p � on • • • • 0 0 32" 42 104.1 104.1 110.0 120.0 110.0 120.0 24" 56 56.1 109.3 109.3 109.3 109.3 - �f j • • • 0 ; • •' • 36" 92.5 92.5 110.4 120.0 110.0 120.0 28" 72" 48.9 .48.9 95.3 95.3 95.3 95.3 jQ -___ - ' ` -- td - V'. 40" 83.3 83.3 110.0 120.0 110.0 120.0 30" 46.0 46.0 89.8 89.8 89.8 89.8 1/ 42" 79.3 79.3 110.0 120.0 110.0 120.0 32" 43.6 43.6 85.0 85.0 85.0 85.0 .� 20" 110.0 145.7 110.0 210.0 110.0 210.0 52.0 52.0 � 101.3 100 's 101.3 101.3 Z x W T 24" 110.0 121.4 110.0 210.0 110.0 210.04L 78' 43.8 43.8 85.4 45 85.4 85.4 � - - -- g 28" 103.8 104.1 110.0 120.0 110.0 124.0 8" s 38.1 38.1 74.3 74.3 74.3 74.3 w Z o 30" 97.1 97.1 110.0 120.0 110.0 120.0 20" 41.5 41.5 80.8 80.8 80.8 80 48 . c 32" 91.1 91.1 110.0 120.0 110.0 120.0 24" 84 34.9 34.9 £78.0 68.0 68.0 68.0 +CiLti a N ° a 36" 80.9 80.9 110.0 120.0 110.0 120.0 1 110.0 210.0 1'10.0 210.1 110.0 210.0 40" 72.8 72.8 110.0 120.0 110.0 120.0 26 -1/2" '26- 110.0 203.0 110.0 210.0 110.0 210.0 42" 69.4 69.4 110.0 120.0 110.0 120.0 37" - 110.0 145.4 110.0 210.0 110.0 210.0 v o 0 20" 110.0 129.5 110.0 195.7 110.0 210.0 h -1/8 _ 110.0 190.6 4110.0 210.0 110.0 210.0 NOTE: 24" 98.0 107.9 110.0 210.0 110.0 210.0 26- 1/2 "8 -3/8 110.0 137.5 110.0 210.0 110.0 210.0 GLASS CAPACITIES ON THIS SHEET ARE m 28" 88.2 92.5 110.0 120.0 110.0 120.0 37" _ 98.5 98.5 110.0 120.0 110.0 120.0 BASED ON A4STAd E1300 - (3 SEC GUSTS) 30" 84.4 •86.3 110.0 120.0 110.0 120.0 9 -1/8" 110.0 144.5 110.0 210.0 1;10.0 210.0 $$ 54" Engr. DR. HUMAYOUN FAROOQ e o 32 80.9 80.9 110.0 120.0 110.0 120.0 26 - 1/2 5b 5/8" 99.7 104.3 110 0_ 203.3 110.0 203.3 STRUCTURES 36" 71.9 71.9 110.0 120.0 110.0 120.0 37 74.7 74.7 110.0 120.0 110.0 120.0 '' III 16537 PRODUC!'REMWWED CAN. 3538 as emptying with the Fhvi& g k+'' 40" - 64.8 64.8 1 10.0 1 20.0 110.0 1 20.0 19 1%8" 96.7 1 04.2 110.0 203.2 110.0 203.2 Build Code /� �L o " " ceptance No O 2 - OQ v 42 61.7 61.7 110.0 120.0 110.0 120.0 26 - 1/2 63 74.9 77.9 110.0 120.0 110.0 120.0 Date a�5 37" 60.0 60.0 110.0 117.4 110.0 117.0 B drawing no. 19 -1 /8" 63.0 63.0 110.0 120.0 110.0 120.0 �� Miami odixx Control W98- 100 74 -1 / Division 26 -1/2" 46.6 46.6 90.9 90.9 90.9 1 90.9 sheet 3 of 6 1/8" TEMP. GLASS 1/8" TEMP. GLASS C7 1/8" ANN. GLASS 1/8" TEMP. GLASS o .090 INTERLAYER .090 INTERLAYER t a SAFLEX PVB SAFLEX PV8 00 co 0) 1/8" ANN. GLASS 1/8" TEMP. GLASS 31: } 0 o z -1200 GE -1200 E U N ILICONE ILICCINE C o c O LL 3/4" INSULATED 3/4" INSULATED w - o° GLASS TYPE '2A' GLASS TYPE '3A' z 'ta co PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS a ^ M C'i NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED 3 ,^ REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS Lir N n Z WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -} EXT. {) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. 20" 110.0 194.3 110.0 210.0 20" 98.8 112.6 110.0 210.0 24" 110.0 161.9 110.0 210.0 24" 85.8 95.4 110.0 120.0 $ C14 28" 110.0 138.8 110.0 210.0 28" 76.7 83.3 110.0 120.0 U M 30" 110.0 129.5 110.0 210.0 30" 60° 73.2 77.7 110.0 120.0 **a* •,0n' 32' 36 " 110.0 121.4 110.0 210.0 32" 70.2 72.8 110.0 120.0 s • Z•••• ••••�• 36" 107.9 107.9 110.0 210.0 36" 64.8 64.8 110.0 120.0 • • • • c5 clad • , • .. • • • 40" 97.1 97.1 110.0 120.0 20" 86.7 86.7 110.0 169.0 000*1 a F • • • iL 42 92.5 92.5 110.0 120.0 24" 73.4 73.4 110.0 120.0 *000 _ ' • • z '� •� o ..... 20" 110.0 166.5 110.0 210.0 28' 66" 64.2 64.2 110.0 120.0 •••• S Z n LO •• i •• • 24" 110.0 138.8 110.0 210.0 30" 60.6 60.6 110.0 118.2 •. • r - • .,, ... • • • 28" 110.0 118.9 110.0 210.0 32" 57,5 57.5 110.0 112.2 • • • • °•►�° n 3 •J • o 30" 110.0 111.0 110.0 210.0 20" 66.4 66.4 110.0 120.0 • • • v ► l i Z M • • • • • 0 32" 42" 104.1 104.1 110.0 120.0 24" 56.1 56.1 109.3 109.3 • • • • � Z ; • • • • ; 36" 92.5 92.5 110.0 120.0 28" 72" 48.9 48.9 95.3 95.3 v w 40" 83.3 83.3 1 110.0 120.0 30" 46.0 46.0 89.8 89.8 42" 79.3 79.3 110.0 120.0 32" 43.6 43.6 85.0 85.0 20" 110.0 145.7 110.0 210.0 20" 52.0 52.0 101.3 101.3 24" 110.0 121.4 110.0 210.0 24" 78" 43.8 43.8 85.4 85.4 wt�6 isIdg 28 103.8 104.1 110.0 120.0 28' 38.1 38.1 74.3 74.3 No -d`"C2 o a g Cv c ES 30' 97.1 97.1 110.0 120.0 20" 41.5 41.5 80.8 80.8 48" 84 " c c 32" 91.1 91.1 110.0 120.0 24" 34.9 34.9 68.0 68.0 l c 36' 80.9 80.9 110.0 120.0 19-1/8" 110.0 210.0 110.0 210.0 10 0 40" 72.8 72.8 110.0 120.0 26 -1/2" 26" 110.0 203.0 110.0 210.0 42" 69.4 69.4 110.0 120.0 37" 110.0 145.4 110.0 210.0 o 0 20" 110.0 129.5 110.0 210.0 19-1/8" 11 190.6 110.0 210.0 NOTE' 24" 98.0 107.9 110.0 210.0 26 -1/2" 38 -3/8" 110.0 137.5 110.0 210.0 GLASS CAPACITIES ON THIS SHEET ARE m °c 28" 88.2 92.5 110.0 120.0 37' 98.5 98.5 110.0 120.0 BASED ON ASTM E1300 - (3 SEC. GUSTS) 30" 84.4 86.3 110.0 120.0 19 -1/8" 110.0 144.5 110.0 210.0 32" 54 " 80.9 80.9 110.0 120.0 26 -1/2" 50 -5/8' 99.7 104.3 110.0 203.3r �II�Ctt�ES FAROOQ ° N 36" 71.9 71.9 110.0 120.0 37" 74.7 74.7 110.0 120.0 FLA. PE / t 6557 PRODUCT RIENEW ED n C.A.N. 3538 as complying with the Florida 40' 64.8 64.8 110.0 120.0 19-1/8 96.7 104.2 110.0 203.2 Buildi de A W 42" 61.7 61.7 110.0 120.0 26 -1/2" 63' 74.9 77.9 110.0 120.0 1 0 37' 60.0 60.0 110.0 117.0 BY drawing no. 19 -1/8' 74 -1/4" 63.0.. 63.0 110.0 120.0 A��i radePcodactconu0l� W98 --10p 26 -1/2" 46.6 46.6 90.9 90.9 (sheet 4 o 6 INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 p� ; TYPICAL ANCHORS VV SEE ELEV. FOR SPACING z co rn 1/4' TAPCON 1/4' TAPCDN METAL C) o cv z STRUCTURES O o Ctr 1 3/83/8" SEALANT I I SEALANT U z t RF - <q t a .r i O CL i R K M M co O N X3 n W w � Q.. 9 .r. V .r .o-. Q' N 2 1/8" �. v Q a v MIN. c9 r, Q t lI 0 1" MIN. c 1" MIN. �t '..a:F 2 -1/2" MIN. INSTA! CATION n'E T WOOD BUCK TYPE ' 1' �I�S Tl�j� TYPE T WOOD BUCK TYPE '2' � 0 � MATE �j,: PRESSURE TREATED - -_ t MATER PRESSURE TREATED � U ^ 0000 • g Z ••••� 000.0• TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION ? DETAIL ATTACHMENT TO •.•• ` �,•. •• ON ALL URSID /USING WOOD ON ALL FOUR SIDES USING WOOD METAL STRUCTURES ••• t om• ••••�• •••••• 1/4' TAPCONS 1/4' TAPCONS • • 0 in •• 1 -1 /2' EMBED 1 -1/2' EMBED • • • �� • • • • • #12 SMS •• CO V - •� 0000:• ••• �Z� • / Z p SEALANT ,_fit • to U•��W • • SEALANT i III R N N 2 VSUC�K 2 7/$" a 2 1/8" ` a ° v a° MIN. ATTACHMENT ATION BY OTHERS o BUCK INSTALLATION BY OTHERS AEPROVED MULLION m � o jr a 1" MIN. 1" MIN. A INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTA ION TYPE '4' WOOD BUCK TYPE '4' �_ !' ° O p N o WERIA ,: PRESSURE TREATED MATERIA PRESSURE TREATED $ o L C < U TYPICAL INSTALLATION DETAI TYPICAL INST I CATION DETAIL ON ALL FOUR SIDES/ SING WOOD ON ALL FOUR SQUIUSING WOOD i R a Engr. DR. HUMAYOUN FAROOQ � o STRUCTURES FLA. PE # 16$37 PRODUCT "; i1-';Z ?dED C'A'N' 3538 as complying with the Florida o a uildmg Code $ ,t t > Ne a v • v` WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER lv ft ductConaoi W98 -100 1?ivLsi THEM TO THE BUILDING STRUCTURE. sheet 5 of . 6 PERFORMANCE VALUES PERFORMANCE VALUES �C3 0 OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS $ REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. EXT. { +) WMDOW DIMS. E { �) z WIDTH HEIGHT INT. { -} WIDTH HEIGHT INT. 20` 210.0 19 -1 /8 "� 210.0 I Q C) o Q �_ F- N I 24' 210.0 26 -1/2" /2s" ` `7r0 9 - E-. _ CL 28" 208.3 37" -' 210.0 o M v 30" ° 194.4 $ -1 /8" 210.0 0 32 182.3 2 1 3/8'x, --� 36' 162.0 147.9 O n 40 145.8 f 9- 1/8 "` 210.0 U Z o 42' 138.9 2i5 =1 /2'' 50 -5/8" 8.7 - �' � M o0 20" 210.0 7" �s #- 0 IL r, a c co 24" 208.3 19- 21ST =(L.: vi pp p a 28" 178.5 26 -1/2` 63" 167.7 t+ o 30" 42 " 166.6 37" 120.1 l LO 32" 156.2 19 -1/8 210.0 g 74 -1/4" w 36" 138.9 26 -1/2" 177.8 40" 125.0 �� 42" 119.0 O. IX 20" 210.0 0 t O Z � I 24" 210.0 U tn 28' 208.3 LLJ *40 30" 194.4 • ••• •••••• • • ' v 32` 182.3 •• • i• •• 36" 162.0 •••• s �i'i ••••.• Q. 145.8 • . • i ._ � (!) • I ` • • ••• Z •_ �••••: 42' 138.9 em LO to 20` 210.0 ••.• :< Ro � •.i•• 24' 210.0 •••• M ? •3# • tMn 0000•• 172.8 TYPICAL ANC SEE.ELEV. FOR SPACING •I 1. • .t„ ip •. Q ...... 32' 54" 162.0 ,1 Z4" TAPCONS : . 0 �" e: :... • 36' 144.0 INTO 2BY WOAD BUCKS OR WOOD STRUCTURES •• U' Q.�'�'� • • 40" 129.6 1 -1/2" MIN. PENETRATION INTO WOOD 42' 123.4 - - - 20" 210.0 Tt�#Q11 - - f -B airkc i�rrn n ONC�#��+3�4k�{I�' 24` 294.4 1 1/4" MIN EMBED INTO CO _O8 - MASONRY 4 28" 166.6 DIRECTLY INTO CONC. OR MASONRY �' g 3a° sO" 155,5 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY o 32' 145.8 >I� � r 3¢` 129.6 SMS OR SELF DRltll� SCREYV$ 20' 220.0 INTO METAL STRUCTURES K v STEEL : 12 GA. MIN. (Fy = 36 KSl MIN.) 28' ss' $s.a ALUMINUM 1/8° THK. MIN. (6063 -T5 MIN.) B 9_ m o 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _ 30" 176.7 g a p N p •� O O 32" 165.7 #,12 SMS OR SELF DRIWNG SCREWS m o 20' 210.0 L �` v 24' 2025 INTO MIAMI -DADE APPROVED MULLIONS (MIN. THK. = 1/8") 26" 7a° 173.6 (NO SHIM SPACE) m w Engr. DR. HUAIAYOUN FAR000 a 30" 162.0 STRUCTURES IPRODUC* tYG23 it 32" 151.9 FI A. PE # 16557 as eompIyi:." .vit i the Florida _ CAN 538 Building Code '20 210 Acceptance No D' 2-4-"- l78' ~ 186:9 Expiration e CEP n `mil ,j d � rowing no. 24' 208.3 T� 1 00 sheet ro of 6 M® MIAMI -DADE COUNTY, FLORIDA ° METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 June 4, 2008 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Mr. Jorge Santaella Construction Glass Industries Corporation 10100 N.W. 25 Street - Miami, Fl 33172 Dear Mr. Santaella: Re: Aluminum Tube Mullion with #373 Framing Member LML - Renewal No. 08- 0429.04 This is to inform you that the Notice of Proposed Action for the above referenced product under said renewal number will be issued and sent to the Board of Rules and Appeals for their final review on June 6, 2008. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending the expiration of the below listed NOA from the original of April 26, 2008 expiration date to June 30, 2008 to cover the committees final review time. Please attach a copy of this letter to the existing NOA at time of permitting. 07- 0312.03 Aluminum Tube Mullion w/ #373 Framing Member L.M.I. - New Expiration Date June 30, 2008 This letter expires June 30, 2008. We hope this addresses your concerns and should you require any fiirther information on this matter, please feel free to contact this office. Smcerel , Jaime D. Gascon, P.E. Chief, Product Control Division cc: NOA file P.\PRODCNTLTCLETTER\ RESPONSEU NDUSTRY 108ConstruedonGlasslncF -I t*l.doc Internet mail address: postmaster @buildingeodeouline.com (W Homepage: http : / /www.buildingeodeonline.com a • MIAMI -DADE - MIAMI -DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingeode Construction Glass Industries Corporation 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 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 uge 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: Aluminum Tube Mullion with #373 Framing Member -- L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/1995 with revision C dated 05/14/2007, prepared by AI- Farooq Corporation, dated 05/16/2007, 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 # 02- 0123.07 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 07 -0312.03 Expiration Date: April 26, 2008 Approval Date: June 14, 2007 J o"t Page I Construction Glass Industries Corporation - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95 -13, titled "Mullion Elevations and Details ", Sheets 1 through 5 of 5, dated 11/25/1995 with revision C dated 05/14/2007, prepared by AI- Farooq Corporation, dated 05 /16 /2007,signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. 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, 1995 signed and sealed by Hector Medina, P.E. (Submitted under NOA #02- 0123.07) 2. Test reports on 1) Large Missile Impact Test, Loading per FBC PA 201 -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 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA #02- 0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by Al- Farooq Corporation, dated 05/14/2007, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 05/14/2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter from manufacturer stating that the product has not changed and requesting a One -Year Renewal to allow the time to perform a verification test, dated March 6, 2007, signed by Jorge Santaella. 3. Letter from laboratory confirming manufacturer has contracted and scheduled verification tests, issued by Hurricane Test Laboratory, dated 03/062007, signed by Monica Reum. G. OTHER 1. None r-- Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07 -0312.03 Expiration Date: April 26, 2008 Approval Date: June 14, 2007 E -1 � t r-� 2.075 �{ I -� .768 , Em4 M t I 1 FRAME MEMBER Z OD �rn 1.307 CGI -373 Z H tz! a N " 2.965 2215 i ` an 1 �F 0 ' � 6 I i �" O C !� .080 TYP. ! ( - - 0 w I 4 2.000 F i � t 1.000 L i i FRAM m ti } -� III �Q $ i CGI -373 3.000 I I I 0 IL 6063 -T6 t t f d�n� ; t la + 1 0! ' p N j ! 4 Lu U. �— 4.000 ; CGI 373 EMBER Z a i cy .125 w c!" 2.000 2.000 3.000 L.000 ^ - -� Ir f + MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE t" ` O `► I� — 2.000 HORIZONTAL OR VERTICAL Q ." 3s _CUP ANGLE SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ' Z M • 0 6063 -T5 ALL MULLIONS 6063 -T6 MIN. ••• +�.•``� 6666•• see Ail F- u. 6666•• '•• q 0 715 �•••• 6666• 1- I. rn • • ••i 0 G 00 6666• ALUMINUM TUBE MULLION v oe Ll WINDOW FRAME MEMBER INCLUDED IN PROPERTIE: � =5 z,_j ....;. 1.875 .125 USE WITH: o — '� — •6000• FRAMING MEMBER #373 • ? O r •t • s NOTES: r THIS PRODUCT HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4.000 - REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). °w a v ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. = w $ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT a, u x o INSTRUCTIONS ® a TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). m USE CHARTS AND GRAPHS AS FOLL ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS = _ ARE NOT PART OF THIS APPROVAL STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 c o) 01 o 0 MULLION �'I {P ; (ALT. TO CLIP ANGLE) FOR PARTICULAR OPENING. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o o 4 6 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ANCHORS INTO W000 ONLY. N o 0 0 6063 � ABOVE LOAD REQUIREMENTS. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS, THAT COME {NCO 0 cam v STEP USE CONNECTION TO MULLION AS PER PRODUCT CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS APPROVAL OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. a USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH W STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Engr. DR. HUMAYOOUN FAROOQ v� d IN STEP 1 ABOVE. STRUCTURES FL A. PE # 16557 PRODUCT REVISED USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS C.A.N 3538 0 complying *,S` tke s STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING 11 Code 9 W I � MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 0" No a ' 3 L Ili Ee 8 _.. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. drawing no. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED t a�e M95-1 IMPACT AND NON - IMPACT RESISTANT PRODUCTS. MAY 1 s 20 �11�9 ut sheet 1 of 5 !� i j } I �{ VERTK:AL. ! I 1 } MUWON i Z h O GLAZING GLAZING of a z N `t Z f PRODUCT PRODUCT J +a F m :O �!`� Ii I d � `� i tf) 0 IL fi V wi 1 w2 I V IH m S lLyiN LOAD CHART m MULLION LOAD CHART m MULLION LOAD CHART 0,�m I N 1 2 MULL TUBE 48 ( 1 x 3 MULL TUBE ^ N 1 x 4 MULL TUBE O a jr a p a g p t M CGIIX2T t CGIIX3T CGIIX4T 0 yy � In � m ( � X13 k >m >� (i W 30 N t h N i. N j b$" HORIZONTAL MULLION 2 V! t Q Q Q O�� Q Z 50- /8" MULL SP N E i Z m �$ '� w ' I i -4 t � 14 Of '' 63_ GLAZING f lJ PRODUCT O� O� O� T I a c . 1 W .a 60 MULL SPAN Ld g t I H H H i J ) F- fi } ID F i9 `t *000 H Hl GLAZING a to . i . to . 63" to . i _ 3 • _ O p p j PRODUCT ••• a Z •.. o ••.•�• • LL LL - i r Lt ! 4-1/4" 1 ••• • >L i.•••i ❑ U) in z I MULIJON SPAN _! ••• Z Z C 0— ' • • L4 ! t m t m ••� Q I O cal' } - .8 ! ••i•• ❑ ❑ O •• _ { U Sri 7 •••••• Q c Q _ TYPICAL Ml� LiO�I ARRANGEMENTS Z p m p m 74-1 4" p m IF J ; J J i ••• •••••• W1 + W2 • 3 ®w�•.. • • 9 z (z WIDTH (W) = 2 ' •• � O o Q i••••+ H� H� Hm U �g 0 Z g » O❑ b« ❑i9 20 2S 30 35 40 45 50 55 20 25 30 35 4 45 50 55 20 25 30 3_E;J 40 45 50 55 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY - INCHES c U N _ 1C SO S NDTE: m MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 2 ° � VERTICALLY OR HORIZONTALLY. ` ® (INTERPOLATION BETWEEN WIDTHS ALLOWED) Engr. 8R. HUMAYJUN FAROOt} N FLA. o / STR PE If j G C AN. 353 PstODUCT REVISFZ 1 ;; as cempbft with do # R3 so �.. -�'" .- ° . pg drawing no. i aPr»dtcct M95 3 MULLIONS MAY 16 2007 > V sheet 2 of s Viz' I Z n ern: U 0 ( N ZI " ANCHOR LOAD CHART ANCHOR LOAD CHART m ANCHOR LOAD CHART m S t vONCHCJR LOAD CHART 2 ro ° N N N N' 0 ^ N { ! ANCHORS TYPE A ^ N b �" j 56" .. N I �74 -1/4�" MULL SPAN N I d` O o W CGIANCTA 111 I W I W 0 W I >14 >i4 i 114 j >6l j L (v Q ! Q Q i 4" � I 0 U I W I c� t, H W W0 I I I I WL4 ! W� G m Z� 1 i j Z� J Z-4 j Zm B" MULL SP i 0 & I F i O Ir I 0 74 -1A14" i m ! gb" I- O N .D { .D .D I {� O N j 8" M L SP a >`� : E ! �`� i I > N Fi I-( Wv o{ Ff -1 I j H -1 —' F t — F i ..1 0 m Q In 8 4 ' cn .� cn Q W l 0 0 0 0 Q m 0_ (L (L �� 60" 3 C 4 co Q brd E Q IL m — i 0 tQ t i9 i i`4 tp U •• i ••••i• f -+ 743 "� ,n pm - pm OD OD pt4_ O 1 — . z •• • �••••� z C/) W • • • • • ••••• C9 _ L9 t9 C1 96 • •OS U) ••�` • •••••• tg- W W ANCHORS TYPE B W ANCHORS TYPE C W ANCHORS TYPED ; �';Z " r °, • • •.; • i• CGIANCTB Q m CGIANCTC m, CGIANCTO i a N r •� • i • • • • i _ U •� • • 20 25 30 35 40 45 SO 55 20 25 30 35 40 45 50 55 20 25 30 3S 40 45 50 55 20 25 30 35 40 45 50 55 z �! • TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES z _ M O � - :D UQ� HORIZONTAL MULLION ANCHORS TYPE ANCHORS TYPE � A, B, CORD A. B, CORD N NOTE: O o GLAZING ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER c El VERTICAL PRODUCT LOCATIONS AT HEAD, SILL OR JAMB ENDS. a I MULLION Z m a FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5. GLAZING GLAZING N (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCT PRODUCT � � c GLAZING # 0 om PRODUCT ANCHORS TYPE y o ae,coRD L� ANCHORS E A. B, C OR MULLION SPAN � W WT W2 Engr. UR. 14UMAi'OUN FAROOQ N � STRUCTURES I p,A PE 111 38 CAN. 3x36 PRODUCT REVISED Ra eompkiag with the fi aik 0 _m a TYPICAL MULLION ARRANGEMENTS - ---"�' Aecoae • Aooeptascx No �.�••"' �spiratioa to drawing no. WIDTH (W) = W' 2 W2 SAY 6 2QOp ProduMcastroi ` M95 -13 AN C H 4 R S »a sheet 3 of s ANCHORS TYPE 'A' ANCHORS JYPE `B' ANCHORS TYPE 'C' i� t Z A NOTCH WOOD BUCK d /4" 0 TAPCON ? TO ACCOM13DATE I OD to 1 / ANGLE a4 .1/4" 0 TAPCON , , : CLIP:ANGLE TO MASONRY Z 2/ ANGLE " ° 0 F- cQ } ; / 2x2X 1/8" a 2x2X 1/8" / ALUM ANGLE ° ALUM ANGLE ° 9 - 2 ALUM A JGLE a o ~ to t c 14 S.M.S. 14 S.M.S. 14 S.M.S. 2/ ANGLE 0 2/ ANGLE # 3/ ANGLE , - - a 1 � O i I o --- L -- - -c - -- I- 0 TAPCON U V h I I , d fT1 -- - 1 -1/4" MIN. EMBED ,{ 4 2/ ANGLE -- t of t -- - -� - -- - \1 d - - -- - - -,1 - - - -� - - -r, __ c Or Q a co 8 f � 0 I w�u .a i LMUWON L MUH ION a i- •MULLION 4' d 7` to 2 c a W CONCRETE OR NASONRY BLOCKS Q' U 19Y OR 25 Y 1BY OR 2BY i •• d •• eenA • ••••:* WOOD BUCK • • MULLION 4 MULLION WOOD BUCK 2 X 2 X 1/8 ' p 2 X 2 X 1/8" a MULLION 2 ALUMXANGLE • ua 3 -5/8 LONG • • • • • • • �. Z U.1 ALUM ANGLE ' - ALUM ANGLE '° p • • • 2 -5/8" LONG 2 -5/8 LONG • • r� • • •. • •. •••.• *so d • I I • .T. C;1 • • I a I j a° i Z � • ••••.. �2 4 i O ~ • • O •d < 8 LLI O 3 s • I I I I I M o M Z z LL_ t[f - -- - - -- -s - - -- -- 4 I _j Z " -- U0m u a 1.500 a 1.500 MAX. ---�--- -- -- MAX. - • j . 4 ' 1.500 MAX. .r . c o � MULLION I uvi a W ° a I I � I I 2X2X ALUM ANGLE ' # 14 S.M.S 4 i - - -- -- - - -- � i 2/ ANGLE ;� � o 1.500 MIN. t WOOD BUCKS NOT BY C.G.I. m � NOTCH ANGLES TO T APCONS I I MISS MARBLE SILL MUST SUSTAIN LOAD IMPOSED OR TRI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD Engn DR. HUMAYOUN FAROOO to e o STRUC# 16 THRU 1 BY BUCKS INTO CONC. OR MASONRY 57 a F1A RE 7 1flDUG1 REVISIT d 4 a 44 A ° 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY CAN. ' }g�' � a 1 A' 2' MIN p 4 A. �$ CA � �' -031 .03� a a a °. - ANCHOR EDGE DISTANCES: motion e PRE&S7&ONC. yj a INTO CONCRETE AND MASONRY = 2" MIN. (• �y drawing no. 1/4" OfA TAP SI LL 1- 1/2" MIN. EMBED INTO WOOD STRUCTURE = 1" MIN. jn de C�t� M9 5 -13 I/ ANGLE INTO METAL STRUCTURE = 5/8" MIN. sheet 4of �..V z ANCHOFS TYPE `D Z � O z 'r z � ao t° i p' TUBE MULLION Q 2 5 I ALUM CHANNEL 1 X2, 1 X3, 1 X4 O o MULLION I r3/4 X 1 -3/4 X 3/4 X 1/8 O �i m t I 1 LENGTH TO CLOSE FIT INSIDE TUBE in j _ — - - - i rn RS p — — i I TO INSTALL ANCH I 1 o�M i ALUM PLATE O m Q Q I O MIN. 7 w i `` �� OD O I I 1 a 1 1� II Qul t' 2 C 1 t !0 4 a a a i I t. w.� O ml y da Q w 1/4 X 1-3/4 - a o TAPCON5 � •••• A 2 MIN. ' SILL T CONC. $ # 12 X 3/4 S.M.S. (2) • • O.. • • • • • • • • • T A : Si! a EDGE DIST. CONNECT PLATE TO CHANNEL 1/4 DIA TAPCON /8 THK. PLATE 6063 -T6) • • U • • • • • • • i • •• i • • 1 -1/2 MIN. EMBED .-. •••••• 2 PER PLATE • •Q Z � - ••• • • �• .p W es• ••••• Z �!? W v • • ,• •"Z Vg} p- •• ••••• • • • • C3 • • �N o • i Z Rte• •••••• • 0 •: • • •� � Pry M i •••••• • LLI (� •• O!• • f Z�! Q -� Zug- - d f� U i �i ! pp O N 1 O o LL y m a n � v i o ; 0 0 > ° v o � c MDUCT REVISED Engr. DR. HUMAYOUN FAROOQ o Q t'�seompl}4mg with the Flarida t STRUCTURES AA PE # 16557 SWdIng Code cl CAN. 3538 elecentanceNoO 3 03 1 k - � SipfivAlou Date u e Ptoda C+as>�u! - — - �Fihv�tlon drawing no. AY 1 6 2007 M -- 13 sheet t � 1 M I A M I�DADE MIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-29M. NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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: Series IIPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259.4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision' A ", dated 12/15 /03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. M issiLE IMPACT RATING: Large and Small Missile Impact 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 maBufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03. 1105.01 a , Expiration Date: February 19, 2009 Approval Date: February 19, 2004 f� �� Page 1 t s PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 42594, titled "Aluminum Picture Window, Impact! ', sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15 /03, signed and sealed by Robert L. Clark, 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 an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, 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) 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 an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance.No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. Theodore Berman, P E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 E -1 e PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08125/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08121/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBQ. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19,2W Approval Date: February 19, 2004 E -2 t r NOTES: LARGE MISSILE WINDOWS NOA DRAWINGJ'A,BLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES .......................... 1 A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLAZING DETAILS ........................ 2 GLASS WITH AN .0901NTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS, FLANGED ............... 3 B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 ELEVATIONS, INTEGRAL FIN....... 4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED.. 5 C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" DESIGN PRESSURES FINNED...... 6 LAMINATED GLASS WHICH 1S COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT SECTIONS, FLANGED ................... 7 STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASS`Y, FLANGED........... 7 D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" SECTIONS, INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER CORNER ASS'Y, INTEGRAL FIN... 8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES ................. 9 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) PARTS LIST ..... ............................... 9 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 ANCHORAGE .. ............................... 1&10 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 •" . . 0000 0000.. OUTSIDE MIAMI -DADE COUNTY). •••• ; ••.• •• C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. •••••• 0000:. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) 0000 0000.. HEAD & SILL: MAX. 81/2" FROM CORNERS •••• ••;••, MAX. 11" O.C. • 0000 ... 0000.. JAMBS: a MAX. 8 1/2" FROM CORNERS ...... . MAX. 11" O.C. •••• •••••• (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) ; 00 .. .• • . . 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCA/ OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. 2 JAMBS: AMAX. 81/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 >iS Dom: >: : 6� USE Roof mna: 1070 TEChiNOLOGYDRIVE NOTES & TABLE OF CONTENTS Z lU NOKOMIS, FL 34275 Tift ALUMINUM PICTURE WINDOW, IMPACT FX 12115103 Avmmna. REDUCE ANCHOR SPACING P.O. BOX 1529 Robert L. Clark, P.E. nrevmey Dare Checked Dam: NOKOMIS,FL34274 Visibly Bette � ' seer vrao �" PE #39712 FX 7114103 r PW - 701 NTS I 1 a 10 42594 1 A Structural r i +r 1 1/16" LAMI GLASS NOMINAL 7/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090 DUPONT BUTACITE OR .090 DUPONT BUTAClTE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE PVB INTERLAYER 3/16" HEAT 3/16" HEAT 3/16" HEAT STRENGTHENED STRENGTHENED GLASS STRENGTHENED GLASS GLASS 1 2 •••• 12 0000 0000.. .. 0000 0000.. .. . 000.08 0000.. 0000.. 10 17 OR 21 18 OR 22 0000.. 0000 . 0000. ... 0000. 0000 ... 0000.. 0000.. . . 0000 0000.. 0000 e e . .. 0000.. OUTSIDE 11/16" NOM OUTSIDE 11/16" NOM GLASS BITE GLASS BITE 13 2 13 1 14 OR 15 SOR 15 ir 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME o nto- (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) Data- , /L a3 r ftvkkw. 1Q70 GLAZING DETAILS I ?' NOKOMIS FL 34275 rye: ma ft ALUMINUM PICTURE WINDOW, IMPACT F.K 12/15/03 A NO CHANGE THIS SHEET P.O. BOX 1529 Robert L Clark, P.E. D rawn 9y: Data . kd Jam: NOKOMIS, FL 34274 Visibly Better Lek N ' . � PE #39712 F.K. 1 7114103 1 PW -701 JUTS 2 a 10 4259-4 A structural l HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. „•, MAX. SIZE•= 48" %96:' ••.•.• OR MAX. AftfiA 30.28 6 Q FT. • ELLIPTICAL 06 00"0 see** MAX. SIZE = 96" X 47" :: • OR MAX. AREA = 31.99 SQ. FT. FAN .... ...... EYEBROW ' • .... MAX. SIZE = 96"X 47" • • • OR MAX. AREA = 24.47 SQ. FT. MAX. SIZE = 96" X 48" •• • OR MAX. AREA = 31.99 SQ. FT. �~ 96" MAX. / 44 " / n / 48 MAX. MAX. / Mae / DL f O HALF CIRCLE JI MAX. SIZE = 96"X 48" 92 1/4" MAX. DLO OR MAX. AREA = 25.13 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48 X 96" MAX. SIZE = 48"X 96" OR MAX. AREA = 31.99 SQ. FT. NOTE: OR MAX. AREA = 32.00 SO. FT. FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. a 9 Rem: 9070 TEChNOLOGrOwve FLANGED ELEVATIONS NOKOMIS, FL 34275 Taw —. ALUMINUM PICTURE WINDOW ' IMPACT FX 92/95103 A NO CHANGE THIS SHEET P.O. BOX 9529 Robert L. Clark, P.E. - 6;w — sr- Dte. Ona By. Dda- NOKOMIS, Fl. 34274 visibly Bette i sue: Shot "` N° ' �" PE#39712 F.K. 7194103 PW- -709 NTS 3 a 10 4259.4 A Structural i • f HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68"X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. .... MAX. SIZE -r- 48";t-%'& • • • • • • OR MAX. AAE-4 X30.2 §- 8p,FT. •. / .0.00. .. ...... / 0000•• • • • / 0000•• / / 0000 • • • • / • • 0000•• 0000 • 0000• ELLIPTICAL • 00.00. •• • 60.06 MAX. SIZE = 96"X 47" OR REA = 3199 SQ FT • FAN MAX. . . . . • • 6.60 •••••• • • ' 0000 • • • MAX. SIZE = 96" x 47" EYEBROW 0.00 : •• • 0.00•: . .. OR MAX. AREA = 24.47 SO. FT. MAX. SIZE = 96" X 48" • • • OR MAX. AREA = 31.99 SQ. FT. 96" MAX. 451 /4 MAX. DLO �AMiMIo " MAX. 48 / / DLO n HALF CIRCLE MAX. SIZE = 96"X 48" 931/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SQ. FT. RECTANGLE MAX. SIZE = 48"X 96" MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. NOTE OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A& B. Rw.Vd Oak Rewsbm 43 INTEGRAL FIN ELEVATIONS / f r. ��: 1070 TE CHNOLOGY DRIVE mw NOKOMIS, FL 34275 g � ALUMINUM PICTURE WINDOW, IMPACT F.K 12115M A NO CHANGE THIS SHEET P.O. BOX 1528 Robert L Clark, P.E. ,� e. ire: NOKOMIS FL 34274 Visibly Bette s' °rte#' rA F. 7114103 PW -701 NTS 4 - 10 4259 -4 s li,ral COMPARATIVE ANALYSIS TABLE '1. __ _ . 71 SS (3 /1�'A .0 0 3/16H ' FTL -3835 GLASS TYPE: 8 7 /T6" G SS (3/16 "HS, .090, 3/16HS} FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090,3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G. 3/16HS 7/16" SPACE, 7/16" LAMI 3/16HS .090 3/16" HS FTL -3850 WINDOW WINDOW HEIGHT WIDT t-M-5005; 34.000 VMO 45, 00 46.500 48.000 9.00 `A C r 8 -80.0 80.0 -80.0 80.0 -$0.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 -- - f B &D 8tr0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80 -80.0 AREA SQ.FT. 9.698 11.569 3:441 15.313 15.823 16.333 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.7 -76.7 74.0 -75.2 74.0 -74.0 54.500 B &D 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.,0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10. 12.868 14.950 17.031 17.599 18.167 60.000 A &C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 67.2 -67.2 B &D 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 • �. AREAS .FT. 11.875 14.167 16.458 18.750 19.375 20.000 3.5 • • •' •.... • A &C 80.0 -80.0 80.0 -80.0 68.5 -68.5 6 -63.5 61.3 -62.3 61.3 -61.3 ' • 65.500 ...... .. . B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ. FT. 12.964 - 15.465 17.967 20.469 21.151 21.833 • • • • . . . . ...... .... . ..... 71.000 A &C 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 -57.9 56.1 - 57.1 56.1 -56.1 ... ..:.. • B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • • • • • • ' • •' • • 000* ; • AREA SQ. FT. 14.052 16.764 19.476 22.188 22.927 23.667 00 • A &C 8 0.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 51.9 -51.9 '• • ••' • 76 .500 •..• : ., . :••••0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • • • • • AREA SQ. FT. 15.141. 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 -80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 B &D 80.0 -80.0 80.0 -80.0. 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREAS .FT. 16.229 19.361 2.493 25.625 26.479 27.333 87.500 A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 i �„ AREA SQ. FT. 17.318 20.660 24 :002 27.344 28.255 29.167 > 93.000 A &C 80.0 -80.0 69.1 -69.1 51.4 -51.4 42.5 -42.5 40.7 -41.0 40.7 -40.7 r B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96 .000 A &C 80.0 -80.0 68.8 -68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -39.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.6 -76.6 AREA SQ.FT. 19.000 22.667 26:333 30.000 31.000 32.000 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 0 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST F IN TABLE 1. WHICH THEIR OVERALL WIDTH AND HEIGHT 12IMEN LONS-COMPLETELY FIT WITHIN. RwMg .' Oak Revtslm&. Revud6y. Ulu: 1070 TECHNOLOGY DRIVE FLANGED UNIT DESIGN PRESSURES g NOKOMIS, a 34275 R�*. Date., ALUMINUM PICTURE WINDOW, IMPACT F.K. 12/15103 A CHAN NOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 1529 Robert L Clark, P.E. D,sw„er. now NOKOMI5,FL34274 Visibly Bette ` ° "° rA PE #39712 F.K 7/14113 PW -701 NTS 5 10 4259 -4 �,ccu� COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE: B. 7116" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A,.090,3/16# HS) FTL -3850 y D. 1 1/16" LAMI I.G. 3116HS 7/16" SPACE 7/16" LAMI 3/16HS .090 3/16" HS FTL -3850 WINDOW WINDOW HEIGHT WIDTH 46.500 49.000 A &C 80.0 j -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -80.0 79.4 -79.4 B &D 80.0 1 -80:0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 AREA SQ.FT. 9.698 19.569 9:3.441 95.393 95.823 96.333 54.500 A &C 80.0 -80.0 80.0 -80.0 78.9 -78.9 74.3 -74.3 71.9 -73.1 71.9 -71.9 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 92.868 94.00 97.039 17.599 98.967 60.000 A &C . 80.0 -80.0 80.0 -80.0 72.2 -72.2 67.8 -67.8 65.0 -66.4 65.0 -65.0 B &D 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 .. • • AREAS .FT. 91.875 94.967 16.458 18.750 19.375 20.000 '....• ...:. A &C 80.0 -80.0 78.9 -78.9 65.5 -65.5 61.7 -61.7 59.6 -60.7 59.6 -59.6 65.500 ... ;.. •..• : ... :. B &D 80.0 -80.0 80.0 -80.0 80.0. -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 ..... AREA SQ.FT. 12.964 15.465 17.967 20.469 21.151 21.833 . • • • •. � � �' . .... . .... 71.000 A &C 80.0 -80.0 75.3 -75.3 61.1 - 61.1 56.4 -56.4 54.6 - 55.5 54.6 -54.6 .. •. . ;.. • B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 • • • • • • • • ••; • ARE SQ.FT. 14.052 16.764 19.476 22.188 22.927 23.667 . . .... ..... A &C 80.0 -80.0 72.6 -72.6 57.1 -57.1 51.5 -51.5 51.0 -51.3 51.0 -51.0 ' 76.500 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 ' "•' AREA SQ.FT 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C 80.0 -80.0 69.4 -69.4 53.8 -53.8 47.2 -47.2 46.6 -46.9 46.6 -46.6 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.625 26.479 27.333 A &C 87.500 A &C 80.0 -80.0 66.4 -66.4 51.0 -51.0 42.6 -42.6 43.1 -42.7 43.1 -43.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 80.0 -80.0 65.0 -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 40.4 -40.4 B &D 80.0 -80.0 80.,0 -80.0 80.0 -80.0 80.0 1 -80.0 79.7 -79.7 76.0 1 -76.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 �Q ,-- 96.000 A &C 80.0 -80.0 63.9 1 -63.9 48.0 1 -48.0 40.2 -40.2 111 39.0 -38.9 39.0 -39.0 B &D 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 1 -80.0 1 76.9 -76.9 73.1 1 -73.1 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2 WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN ma Dom. r• 1070TECHMXOGYDRIVE INTEGRAL FIN UNIT DESIGN PRESSURES ` ftwd NOKOW FL 34275 rm� o� ALUMINUM PICTURE WINDOW, IMPACT F K 12115103 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS P.D. BOX 1528 Robert L Clark, P.E. �„ Br. aem: grecked a NOKOMJS' FL 34274 Visibly Bette s °r ' " PE #39712 F.K. 7/14/03 PW -701 NTS 6 w 10 42594 A Structural 13 13 r 2 2.784" 2.784" 2 OUTSIDE 2 10 41 17 18 21 22 r MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH 13 10 •••• . . 0000 0000. HORIZONTAL SECTION • • 11 • .. 0000 .. . ,0000. .. 0000. (FLANGE FRAME) ' 0000. 0000. 2 20 8 20 MAX. 0000 , 0000.. sees WINDOW '•'� � 17 0000.. ... 0,,. HEIGHT 000 • 0000 ... ,0 2 • 18 0000.. ALONG •' °' • • 0 ' 0 8 ALONG • 8 ENTIRE 21 �'•• 8 ENTIRE INSIDE ••••' JOINT '••'•' JOINT 2 22 MAX. G ) — DAYLIGHT 7 OPENING SCREWED CORNER ASS'Y KEYED CORNER ASSY (FLANGE FRAME) dw 8 WELD (FLANGE FRAME) ' e ALONG ., — G) ENTIRE 2 JOINT 2 VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME) 1070 rFCyNCx OGVOrtIVE SECTIONS & CORNER ASS'Y, FLANGED NOKOMIS, FL 34275 / Rw Aftw: .---. ALUMINUM PICTURE WINDOW, IMPACT FX Bawd 1211W A NO CHANGE 7H1S SHEET P.O. BOX 1529 Robert L Cleric, P.E. Dmw„ey. note: ahadcea By. Date: NOKOMIS, FL 34274 Visibly 8 70 '°18"&'eN0' � PE#39712 FX 7/14/03 P w -7o1 10 425" A Stn,ocurej B 13 13 h 2.784° 1 1 2.784" OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING 13 MAX. WINDOW WIDTH 10 HORIZONTAL SECTION 11 (INTEGRAL FIN FRAME) ' . . .... ..... ow 0 • • 006 • 00 WINDOW 1 HEIGHT 17 •`•• 20 8 20 ...... 18 ...•.. ... .:..' ALONG �.:J 1—� 21 INSIDE • "••" ' 8 t ENTIRE ALONG • '•" •." 1 • • .... JOINT 8 ENTIRE 1 JOINT •• • MAX. 7 7 DAYLIGHT OPENING SCREWED CORNER ASS'Y KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) WELD (INTEGRAL FIN FRAME) •+ 11 H 13 1 4 ' ALONG 8 ENTIRE 8 JOINT 1 1 VERTICAL SECTION WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) (INTEGRAL FIN FRAME) wx pawwom Rowd ask ;9;� 1070TECHNOLOGYDRIVE SECTIONS, INTEGRAL FIN �� NOKOMIS FL 34275 law Rowde� N�: � ALUMINUM PICTURE' WINDOW, IMPACT F.K. 12115M A NO CHANGE THIS SHEET P.O. BOX 1529 Rs L.. Clark P.E. D;WBy.' Dab. Date: NOKOMIS FL 34274 Visibly Bette t ` PE#39712 F.K. 1 7114/03 1 1 1 1 1 PW- -701 N TS 10 4259 -4 A Structural ' ' S ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2.784" 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB „ 7 1 1155 781PQX #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE- MOREHEAD SM5504 ACRYL -R NARROW JOINT 8 SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 2.500" 12 1224 6TP247 VINYL BULB WEATHERSTR (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT '062" DOW CORNING 995 SILICONE STRUCTURAL SEALANT, .077" 15 BLACK 7/16" LAMI GLASS: 3/16" ANNEALED .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB •••• INTERLAYER - 3/16" HEAT STRENGTHENED ITEM 1, INTEGRAL FIN FRAME •" • 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED MAIL: 6063 -T5 •••;•• `••• ••�• 18 OUTBOARD - 7/16" AIRSPACE - 3116" ANNEALED -.090 DWG NO. 4256A •••••• • ..... DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM s .• " :..•:. ` PVB INTERLAYER - 3/16" HEAT STRENGTHENED .••••• •, , ;••• 20 4262 64262 ARCHITECTURAL CORNER KEY " •' •' ••'• 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 .... ...:. 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM ••••• • • PVB INTERLAYER - 3/16" HEAT STRENGTHENED •• • 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT 22 STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970" .346" 1.875" 1 WIN 1 , .050" .975" .975" .050" .062" 2.784" ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 MAT'L: 6063 -T5 MAT'L: 6063 -T5 DWG NO. 4255 DWG NO. 4254 DWG NO. 4253 Rwad Deb: �wx 107 TECHNOLOGY EXTRUSION PROFILES & PARTS LIST NOK Raysdey Dsm R°r s r 1j f OKOMIS, FL 34275 4275 rtes: t W . big: —. ALUMINUM PICTURE WINDOW, IMPACT F K 12115103 A NO CHANGE THIS SHEET P.O. BOX 1523 Robert L Clark, P.E. p,� p �,�,� pate NOKOW9,FL34274 V7sibl Bett se ' s � ' N ' PE #39712 F.K. 7/14/03 PIN -701 NT$ 9 90 4259 -4 A Structural #12 SCREW, 81/2" MAX. FROM #12 SCREW, 81/2" MAX. CORNERS & 11" MAX. O.C. A FROM CORNERS & 11" MAX. O.C. A 1 /4" MAX. 1 /4" MAX. 1 /4" MAX. vwj SHIM , - -- - -- -- -- -- - -- --- SHIM : =_- =_ -_ -_ SHIM .130" DIA. MIN. - -- --- - - --- - -- -- - -- = -- = ��— _- - -_ - -- x 21/2" NAIL, 11/2" MIN. 1 1/2" MIN. - AT CORNERS EMBEDMENT EMBEDMENT AND 5" O.C. WOOD BUCK OR FRAMING 2x WOOD BUCK 2x WOOD BUCK (SEE NOTE 2) (SEE NOTE 2) . . .... ..... INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B FLANGED DETAIL 13 '. .. .. . ..... .•. • • •••• : 000 : * • • 1/4" TAPCON, 8112" MAX. FROM • : CORNERS & 11" MAX. O.C. A •00.0• 1/4" TAPCON, 81/2" MAX. FROM {SEE NOTE 1) CORNERS & 11" MAX. O.C. ••..•• - .. • (SEE NOTE 1) - 04 600: •• • •• • • • • 1/4" MAX. UMU SHIM 1/4" MAX. - - - -- - - - -- -SHIM 1 1 1/4 MIN. 1 1/4" MIN.. ' a v v• a' a. EMBEDMENT ` a a EMBEDMENT Q ° . 4 e 1x WOOD BUCK ° (SEE NOTE 2) os � CONCRETE SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS NOTES FLANGED DETAIL D (SILL ONLY) ELAM CE 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. �ir11r B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ,✓- Ravad ey.� Dab. Rev>swa. W. 5W � 1070 rECHNacooYaRrvE r � ANCHORAGE -HEAD, SILL AND JAMBS /� NOKOARS, FL 34275 T ALUMINUM PICTURE WINDOW, IMPACT F.lG 12175103 A CHANGE NOTE 1 AND FASTENER SPACING P.O. BOX 1529 Robert L Clark, P.E. uenar. Dow By Hate NoKOM1S, FL 34274 �slbl y Bette sue' smv xa. PE #39712 F.K. 7/14103 PW -701 �VTS 10 10 4259 -4 rA Structural Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL op Phone: (306)795-2204 Fax: (305)7564972 Inspection Date: 08/11/2008 Permit Type: Windows/Shutters Inspector: Grande, Claudio Inspection Type: Final Owner: MILBERG, FREDI Work Classification: Window/Door Replacement Job Address: 464 GRAND CONCOURSE Miami Shores, FL 33138- Phone Number Parcel Number 1132060170010 Project: <NONE> Block: Lot: Contractor: THE COMPANIES OF R&S INC Phone: 305-256-6666 Building Department Comments REPLACEMENT OF 26 OPENINGS IMPACT WINDOWS. Inspector Comments Passed , � y,�� t ll�, Failed Correction 725-4-10 Needed , - I �� ,S `G "�► Re-inspection Fee � ,- ($75) v i 6AJ '�� No Additional Inspections can be scheduled until re-inspection fee is paid Friday, August 8, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/2712008 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: MILBERG, FREDI Work Classification: Window /Door Replacement Job Address: 464 GRAND CONCOURSE Miami Shores, FL 33138- Phone Number Parcel Number 1132060170010 Project: <NONE> Block: Lot: Contractor: THE COMPANIES OF R&S INC Phone: 305 - 256 -6666 BuIlding Department Comments REPLACEMENT OF 26 OPENINGS IMPACT WINDOWS. OCT 2 9 2000 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 87643. In progress mullion ,jAstallaftion at rear windows. ok to take pictures of remainder of the mullions. 8/11/08 CG cc Failed El Correction Needed V Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 24, 2008 Page 2 of 2