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55 NE 97 St (7)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 6/11/2004 Pay 0 Apppacant: DAVID Owner: HOWARD JJ B AD RESS: 55 Signed: Contractor Local Phone: Parcel # 1132060130990 NE 97 (INSPECTOR) Building Permit Permit Number: HOWARD DAVID ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 10/2/2004 Construction Value: $5,000.00 Work: 14 NEW WINDOWS, 2 DOORS AND 20 SHUTTERS P2004458 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 17 W1/2 LOT 18 BLK 7 LOT SIZE Fees: Description Amount FEE2004 -5964 Building Fee $250.00 FEE2004 -5965 CCF $3.00 FEE2004 -5966 Notary Fee $5.00 FEE2004 -5967 Training and Education Fee $1.00 FEE2004 -5968 Technology Fee $6.25 FEE2004 -5969 Scanning Fee $9.00 Total Fees: $274.25 Total Fees: $274.25 Total Receap . S 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 7 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Supple Titleholder) t +�L� • Phone # ��U S 1 S (� S V l Owner's Address T� � NC cT 1 \ City lG..m\ State Zip Phone # ( `� —) 5 Sk41 4 , Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES kZ City t , ! . c State GL.S & L Zip Contractor's Company Name Contractor's Address Qualifier W Architect/Engineer's Name (if applicable) Phone # , $ Value of Work For this Permit 5, ()co .00 _ Type of Work: ❑Addition El Alteration Describe Work: 1 Submittal Fee $_aina Permit Fee $ Training/Education Fee $ l , 0 v Notary $ < . 6 C Scanning $9. 0 e0 Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Radon $ Miami Shores Village Building4Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ql S County Miami -Dade NO R New Phone # Structural Plan Review. $ Master Permit No. Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning is ?' u ZOM CCF $ . Q 6 CO /CC Technology Fee $ Bond $ Permit No. r3 FzOOLI 4 5 Mechanical Roofing Zip ❑ Repair/Replace ❑ Demolition Bonding Company's Name (if applicable) Bonding Conlpany's,Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and install tions as indicated. I certify that all work 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 • 11 11 ' 1 - . 1 1 . . 1 OWNER'S AFFIDAVIT: I certify that all the foregoing inforniation is accurate and that all work will be done in compliance with all . applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject is 'tta hment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w is o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will o and a reinsp= tion fee will be charged. AP O Signature Thy fQr oing instrume t was acknowledged before me this day , 2C , by day of who is personally known to me h • who is personally known to me or who has produced NOTARY My Commission E Chc 12/15/03 Owner or Agent As identification and who di. 'Y e an tl), as identification and who did take an oath. Mabel .rgas APPLICATION APPROVED BY: State Sign: `..�II1.�d. AMP 107 - Print: u .� In• Zip 4 NOTARY PUB The foregoing instrument was acknowledged before me this (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sign: Print: My Commission Expires: ,20 MMISSir'.'J NO. DD102510 �. 'OT?RY LESIUE -ANN DIAZ Engineer Zoning Plans Examiner • VILLAGE OF MIAMI SHORES Proof of ownership provided ( ) — Was acknowledged before me this B mid A 1 -{o-cl Produced G BUILDING DEVARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: 1O 6 'TT T(A- Legally described as . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),gnd I have read and understand the following disclosure Statement, which entitles me to' *brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. ]DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. initial of reviewing clerk. The foregoing instrument day of A p M_P , 20 coq who is personally_ known to me or who has as identification and who did take an oath. OFFICIAL NOTTA LESLIE -ANN DIAZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD102510 MY COMMISSION EY.L'. MA R 2_ 4,2006 "1 g 6 IJOA -.P: I. — 14K(9 IioJl t!e - o1•r' .a1• gb9 y.%B •• 01C W 41o.. 01 j.ca. o . hot 01/111,45 'C - . 1 4 yel 'YE1 J OL Sr E n i St,vres. t'1 3�13� • a .. L u i,n o5 A41 xms 11 xC° - 941 y --5q,5 464.1 ; - - 1 - S. 4A 0'3-8 4 lLbL pm5tookilrLnq ca ua gE3� WoA o1- e1,bo +561 x, - 5c.3 jB�Cromw► Ile AP 067 7 0 4.1 3 1% Nod o3-O306. ca. cAlv 1•t des +59 5°1 ,3 $'n x5 - 31 n- - l.(lc CJ®s OA o''� -O 125.©& Ito ;Aey- � Pt..$6 454 5 �4oq -054, ®t 4 '4' 1 uoh - 0105 , Ea. e_s's Ls;,,, 4r S' 1.'1 1 -5°r .3 P 02.oNr CSe524 5 36' X 78'2_ ten(\, t 5 ° T 4 .4v7 - s - s; -. 5 ?---AV WV n77 /eaDx78 "! .4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rollingshield, Inc. 2500 N.W. 74 Avenue Miami, Florida 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: DPMA / " Performance system 1 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -115, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated May 22, 2003, last revision #1 dated May 22, 2003, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE 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 the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0502.10 & consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by , Helmy A. Makar, P.E. ne / 0/0 q /o.T MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0602.04 Expiration Date: 06/25/2006 Approval Date: 10/09/2003 Page 1 Rollingshield, Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0502.10 A. DRAWINGS 1. Drawing No. 01-115, titled " HPMA / Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated April 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. 13. TESTS 1. See Association's generic approval number 01 -0026. C. CALCULATIONS 1. See Association 's generic approval number 01 -0026. E. ST s =TEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated April 24, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 01 -0026, signed by Mr. Jeffry T. Robinson. 2. Acknowledgment letter by Rollingshield, Inc. dated April 25, 2001, signed by Mr. Jose Antonio Delgado. 3. Letter by Tilteco, Inc., dated April 26, 2001, certifying that the drawing (No. 01-115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00 -120). 4. Acceptance Letter issued to Mr. Jose Antonio Delgado on June 11, 2001, and returned signed by Mr. Jose Antonio Delgado on June 20, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 1 :. ATERIAL CERTIFIC : TIONS 1. See Association's generic approval number 01 -0026. NOTICE OF ACCEPTANCE: EVIDENCE SU 2. NEW EVIDENCE SUBMITTE A. DRAWINGS: I. Drawing No. 03 -115, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated May 22, 2003, last revision #1 dated May 22, 2003, signed and sealed by Walter A. Tillit Jr., P.E. TESTS: 1. See Association 's generic approval number 02 -0817. E - 1 MITTED Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0602.04 Expiration Date: 06/25/2006 Approval Date: 10/09/2003 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. See Association 's generic approval number 02 - 0817. D. QUALITY CONTROL I. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATI N: 1. See Association 's generic approval number 02 - 0817. IF. OTHERS 1. Letter by Tilteco, Inc., dated May 22, 2003, certifying that the only changes added to drawing (No. 03 -115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E., as opposed to drawing #01 -115 are on General Note #1, to reference to the Florida Building Code, and to General Note #11, to reference the Florida Board of Engineers Notes. E -2 ild7 A Helmy A. Maker, P. E. Product Control Examiner N ®A No 03- 0602.04 Expiration mate: 06/25/2006 Approval Date: 10/09/2003 ® WALL HEADER (S INVERTED) Oa FLOOR SILL THRESHOLD TRACK © IIALE/FEIIALE BLADE e.. ^440' - S' Nor. AS APRDtmE --I ©ALUMINUM ANGLE 7.000' 98.. K AFUGCIE ALUJINUM ANGLE CFA ® CEILING HEADER 1°X4 ,61., ' e R J V B - 171ALE/MALE BLADE © BRASS NICKEL PLATED PUSH BUTTON LOCK .JIYO -I tai• -�L- 1.070•_ 7 1179' © ADJUSTABLE SILL ADAPTOR me si r �- 7.soo•. -J R W 1 / 18 4x1 ° S.B S. L OCK 11.5. /PLASnC KNO A ® FEMALE CENTERMA7E BLADE 178.04,17• 3/10' -10 al MS LEN t I tn' R4NJlOREv ® LOCKING PIN (OPTIONAL) © IWOP sou 579{4 :1 - 1• @1 180' MALE STARTER 5040 ,• MALE CENTERMATE BLADE 1UR6W- 7• l I .Rrr (� INTERIOR HANDLE (OPTIONAL) SCAM 61 COMPONENTS 2 M1•� Q £NOME011 MAY 2 A ZRR' : T' -' .. : DaW, - �r 7. ARLRO N SMA'708 SAN 8.4 7705 POMMY APIfIO 0 00C7l8NT 4445 0W7 MOW RIR COX 0314 PLACE 07 ACO2ROUSX 07714 of 2004 ORION CI 7110 FLORIDA 876048.7 COOL Wm. IOC 904.5 9617 t ' OEXIDI'X0 K PER =TON 1019 a 17E AOC 0977Y® COOC FOP A 7440 ISSN SPCID v IM e4µ. A419 N ACCOTON7CE IRE/ ASCE 7 -98 51.408•81 ACIXR1 101 AURA'S 40X10)407 FOR &PACT ASO FATAL RESISD99 NA 06D4 4097 0 0 AROAMACE PON ACTON 1608.1.4 0 118 MOW 4047154111 COO( K PER 9.107. 147-102. MO P -261 t 5000ES 377X1 DAT NEW SASA USA AT MAIN RN 5749 68 / 14 • l; 410-#77 400944 .$RTy R/ 7.010 W MD POINT & 700 N0 70491[ EWDACDO SDEA 9414. 97 104700 0744 RIJN SOOT WARS a710RO'O.70aR COAI0A0 K 4449290.0 ST MI799 CA 703 207. POT LMJ704 PA 75701. a ALL R AMA O IASIoNS 9401 L 0007 -76, 6535 -72 LN 0143 -I5 A1107 W. Mums 71010 SIRAC174 Of 9j}.J1O ca 4. All AREA TO OE STM0E55 SOIL 204 OR 370 SEINES 6/ 00 bi 1710 POINT MO 90 m 771®F 50904924 OR CL WSON RESISTANT COMA CRAM SIM K PER ON 5M711 a ALL ALUMNA POP M77 771 E8 7631 At1Y0MA ALLOT ARM 476149X7 WNCRILL a 9975 7O E 1014 -79 470X070 ALLOY A LWARD OR 50407733 3740 ARM 13 98 WAVY "MP s01I7 7. MOMS TO 7841 9611 98 K 7984977 MOMS 07789961 MOM) W O DOSTI4 ROWED C9901970 - 1/4' • 0PCL44 K L6NVALTI.RD Sr 97.0. MAO OR ERC0 707004 MO 7/40 Wtl-SL7 LIMA K WVLSW *MOD 88 180 SAIDD7 - 1/4 6 UE7E RA S< MOORS K MVAIMCT1 D (17 ILO 70.404 - 1/4 , 7/E OILO- 01 RA AS K NINUFA0RAED OY PC0.5 1057DOC4 PC ROM A.7) IRMA O BANDIT SE EAMON MOONS AO CRETE RA 354 MOORS 0711 C 461077 6 1 J/4 A1) 7/l 04141 -01 MOORS 9411 R ENTIRELY 0UE1I0E0 MO 748 POURED COACRE7E NO ESIXOYENT 0(71 STUCCO 9611 EE PER1671ID. 1/4' 0-10 505615 USED SNNL E8 7 I/Y LOW IMMO SHOULD STUCCO MT. A J ) 4 1 1 01 7 71 40 0 9 5 7 5 7 99 • MCAT LLMAE77 PANEL I, OR PIERS SE RNA 0 98 740 CRAM MI. FLOOR 414796 9411 SE LORD 079899 TO REACH 778 MIN STRUCTURE 90010 SOW MAMA A N C N O X 4 0 E 375 1 L K 9005700 C R N O T E S A 1 • Al 49940 (7V TO 0 77419 004047E BLXX IOYL.• - 7 4 TAPLLR K YUCIAC7.99 SY 1.E0 CAM 9 019 79874.YS, AND 7/474 16W -R'7 47079 K RY LT.6. 01800E - ,/e • OWE' PLEA S4 MOMS, AS 6908307U8D ST 0710 TERROR - 1/4' e . 7/5 541/6 -79 AVOCA K 4W71ACNP'E0 87 ROARS 745709. PC e ROTS 79961 DIEIFD4Ei t OF WAN ANCHOR; MA Cara FLEX 554 MO,LPS 94711 TEL 990917E CLOCK 1 7 A A Q � 7 ' 940 1/4 E , 8.2) 7/57 S 011.11-41 SANG ROLL 7X 0.4761X47 9900 D WIO MC CaWCATE &OCR Ma NO QOETNOP7 INTO V4' 6-10 SGT@L0 AA 9471 ,E 7 7/1 LDNe wawa SOEO STUCCO COST MD r • AAA& FOR 6453 OM NO 97709 8.1) IN CASE TAT PRECAST SOW E 98 MAXI 99067E PANELS 07 EGAD LW 7410 !X010• I6•1, 9006 9611 ) 041 MI 0004 77 LIAR RA IV 8 5M40ORS .00 SUCH PAWLS. ANO0XS4DE 9611 EL 4 14 MOAN PDX 44006 5X94000 IN 1114 6 7/9' 7OR MO03 *07P7O4ED 4 al). (C) ANCHORS 11 E WALLA 90 700/04 ALL a TP8 RE9UEA0006 AND 1610 9709 OF 798 a 9R/RE177 CCIEO AA[ PRAT 9148.041 9. IT 961L 8f 778 R6Pd7JY 0 ME 009.40 TOR To WAVY 718 SUNA1151 OF INC 574X7494 mow 90RER 6 70 EE ATON.T40 TO •98E MOP. 9X44•16£ 7105 POTTER 9411 OL1 Fd ATTACHED TO 940E7I 5.001 OR WOOD ERNE SUSAN= la A PEAN44EN7 574117 R 5 MAIP1ACILAR5 EA4D. 9617 a RACED ON MI 0905X0 SURFACE Of DE 7X1:974 M E LABEL 691 97 `44X.4' 00 LIBEL MU R.1® PAP 11PF.10q. LAM /1111 MAO K F01OCS` AXFOIR IX STS101 I ACCORDION AVISTR .00098.40 INC YAK ROMA CORM 9.7704X4 LOCRX AMAMI I1. RIO! IROOML1' APPRO. DOCUMENT (RAW . 44740E 4.61X0 0T MS E air DOES NOT MAW 900801 161 A PTE ORC9A P OJECT:7 A. WHERE If( 577E 0049045 DO4rz 1RON 79K PAO. TAJ MVEPLTOR 10 LE RESPONSES( 761 08 SELECTOR 9061095E AOl MOM Of 718.5 ER MA 9fm ON PAS PRODUCT APPPOINL PROM° 1X/98 043 N07 LAMM 7006 71E COMA MOULD ON 7190 0000X147. 01980810797 SUITT K WE LS M COMIIOC@SS 7]PO SIEQ/R: (4) 716 PRMLC7 99.0497 00.96X47 UU EE CO SISCRED MAD IF NOW= 1 579E ATOM PRIXECTS 1909 ia1 BY PROFESSIONS A 1 98900 44.49)19890980807490 ONO 71X1 EE AESOMWIE 798 718 PROW (40 9F ,/E 7 AO 9F907SRM4 OF RICA0 457740 AS 0X1400790 ENAND R 70 7710 AAA 0997978 9411 519917 ID 7105 1.77770 ME 974 5009870 999090 798 07998* ( 7MO PAa 94111 OW 718 007E AO P PAPA. SELL AND SON[ RC OF 178 D0999 77447 PREPARED IT. 19- 908710 49479. A TILT 41. P. C ROMA Lk. / 44167 PER1OklANC£ SYSTEM 1 ACCORDION SHUTTER MD ROLL/NGSHI €LD INC. 2301 NR. 7470 44EM4 9004 R 33112 u0 I® 9!64 PRODUCT REVISED as complying otth to Raids Balding Code A7793l *l. E,pha 7 . e 74)X .. BY Miami Divbiaa Coat F.aC.(H.V.H2.)/11NAN -DADS CYXWTY K SCALE 047E 0J -115 7444.40 ACM 7 Of 0 WALL MOUNTING INSTALLATION ,SECTION A SCALE •SA' 1• CEILING & FLOOR MOUNTING INSTALLATION SECTION R SCALE : 3/8• - 1' CONCAVE mama) ANCHORS D in r AAi �, /14.]' $ max 0/ 7 /tC67/E LONG AEON O 81metG (hp. me. a �II--�JII BORON) m BROOM SCNEDUE O SAE FOR Lfx S m GLASS TO GLASS PPRED CONCRETE REDLoPEP =PERM ANCHGRS CEILING & FLOOR MOUNTING INSTALLATION ,SECTION R 9 SCRLE:, 1 EDGE OF SIAS F AFP(X%A7E /14.1' S.S. SKS (AN. TOP a COMIC 0/ EDGE OF SLAB F APPLICABLE CONCRETE ANCHORS (SEE SCNEDUE) /1111171M77, \ TT!!7T R7RMa a £NODKERDIO NYPAM na. nnrewo+Rma ub . a r liagF>f w MY ,,a E cm7ry 'MIl'f C FLOR IA 1 0{/7 1. P. E. rtddoL lic / •1e7 CONCRETE ANCHORS POURED CONCAVE PAM =WOW, REOLIRED _.1 SEE SCHEDULE FOR I& SEENRATION E POORE0 CONCAVE REONVED CEIUNG & FLOOR MOUNTING INSTALLATION ,ECTTON Ba PERFOMANCf SYSTEM 1 ACCORDION SHUTTER ROLL/NGSHIELD, INC. 2300 /tilt P,PA ARORAC ewe a 151a OM in ACir O• 012103.333 • OLD I I Or SUB APPLICABLE /Tlar SS S.VS W/ 7/18'67/8• LONG AMON BMW (fyP Firm a wrmai /Gar SS SKS (DP my a SHUN) OF SLAB F 4PF UO1&1 PRODUCT REVISED es complying whit the Bunting Code Acceptance No03 -O o 4 MOO Mani Dedidisduce Winne F.B.C.(H.V.KZ.)/uwR -DONE COUNTY AS SNOOP/ SCALE 4/12/07 617E 03 -115 nor WARM No SNOT 2 OP ROMEO COMOVE OR MACAW ®Gds CDL RLD °aD CoNQSTd m0 (SEE SONESSO PCURED CONCRETE OR CDNCIRTE 4.00E 041.1. RELLOO 5 (SEE SOMALE) I /49-10 SS BOLTS p/ MIT 0 r O.C. OR /704/4' SS sKS o r QC . d RUILD -OUT INSTALLATION - SECTION MALE : 4/9' POURED CONCRETE 1/4 IS OR CONCAVE DOLTS W/ MIT 0 GLOM BOER O 9' 0C. ROARED OA /744/4' SI SAS. O r OG 1147' SS VAS 0/ 7/111 LONG Sill NIEON sumac (07. 7a^ a 910nuv) 1i I IS SAS (I}p. TO° e C7T76N) O � olik ,I9 � •U MACRE?'" MOORS 504LO 6f) POO9E0 CUfiZ7E 0Y CONCRE1r COCK C4L REDUCED CONCRETE MOORS scow) SEE SClEDISE ---fOR -G.. YPWMION 70 QASS I /41 SS emus 0/ MR 0 C7i000 0 r 0C. E9a 1143' 5S SAS. 0/ mg WON 1070 TWO I 7 BOTTOM" 1 1 JAL 1/4'9 -40 SS DOLTS E/ ENT . WISNER 0 r G.C. OR /14J/4' INS 0 D• DL BUILD -OUT INSTALLATION - SECTION CI put' 5S. SAS (7 7CW e gamy N. T. S. TYPICAL ELEVATION PRODUCT REVISED B� C oto ICt Red2� A7cepson o O • O 0 , 0 Eipintlm 6 Man Costal Incision F.B.C.(N.V.H.Z)/ITLW1 -040£ COUNTY P£R£OLIANC£ SYSTEM 1 ACCORDION SHUTTER AS MOM sots L E C O I N c. \ ROLLINCSH/ELD, INC. Mgt any Iwo Nq ANEVUE s[SfINO I LN OD4CiRI N O COY PAM nuq fi .urn 0.5- T 15 as to Ter a o . )D Ter 4 9 �.4va 7079CW sa MAY qq . ES-0006779 a� ®s m E G L0Q� C. FL ORCA 44197 . IRll7 Jr. P. E s � m 11,1/.1 11,1/.1 � w (L l/c / , f 9�T 3 Of e CONC ♦E7E A CMtV 0 Ia 0.c PORTED CONCRETE REDIMKD QiIPOa4 SNOW! OW SE CR87?D 70 St0T ART NS7AUDOM. •5 WILE RN Lamm MAT ROCNNO 700300.7 ODCMOR WNW SECTION 01 (& MULTIPLE SHUTTERS) SECTION Q aR ©m ©a° 0 -0- SECTION E. or ljTh (SEE NOTES) ONE SIDED SECTION : END CONNECTION DETAIL -u `1l _,I , �= 171.001- Cent Um ANC.E ll /7/301/0 u CONCRETE AN0 030 EKE OR .1,/i/' EA. AWLE AeRA POP 80173 0 r 0.G (T@) 11110 CrrL Alan. AMC MIT/10V AMw POP Iw.V SMS (7 .0) MAY 2 2 2116; eO6Y7 PM N AM SWAM! 7431 ODOR= wen) CONOTEIT AHOHORS 0 r8 ac POURED COYOK7r REDIRBD ISOMETRIC (CORNER POST) (TAI. AT TOP d BOTTOM SLABS) POURED CONCRETE FLOORED CONCRETE MENOPS 0 le' 0.G /100/0' SAS. LR 3h6 0 MAW POP MET 6 r 0.G l i1 OR 112 OR 1 7/711 I/Y OR 17/717 OR 711 M 113..OS6• 137 ROCK Now MU/ 1•30 loAr AWN. TIM POST real - 78 Awn 00;0 REcv,o) f1117/D•. 715 Sal ALw MOTE 4 %® EWE or SIAS IL EC® INC. 77.31800 & ERCOIETRINO COMPANY Rea n, a. raaw� a n7er TB17�7 -ISp . Ir : mR EH- 0006771 RALIER A mar Jr. P. E PLp604 tia / 48161 1 -PUSH BOTTOM LOCK ANr BE USED FOR INSTALLATIONS SECURED fROM OU7570E OR INSIDE OF SHUTTER WHEN WEST Q .. A 7/8 ROLE SHALL DE •' AT(H) i•e MUST BE RIVETED FROM THE SICK OF ' FRONT w/ (2)4/18 &IAA POP RIVETS A I HOLE MUST MIEN BE DRILLED A7 tp TO ALLOW TO PASS THRU. WHEN LOST J fR011 THE INSIDE .1 MUST BE RNERD 10 0 W /(7).7/16 R ALUM. FORMA WI HOLE RE THEN DRILLED THRLI H AND 10 ALLOW FOR PIN TO PASS THRLI. 1- 4/1011 • LOCK g LM7 BE USED AL7SRNATNELLr 70 J LOCK FOR INSTALLAT SECURED FROM THE OUTSIDE OR BE GRILLED THRU ( FI) A D HOLE L ORILLED 10 Q'JJ S. ALLL BE OF TAPPED TO AACCCC£EPPTT 1B PER INCH M1CJ4N 71r 111 I 1/711 I/Y 0R 1 1/}17 - OR rat OR11YO1711 OR Ib1.033 MT, Rea Men MW 0 .E ANDD095 0 9 P0118D CONCRETE REQUIRED /700./0• S0.S. M 3/700 A114y. POP MKT O 6• 0.7. ALTERNATE CLOSURE DETAIL W /CFA PRODUCT REVISED Aw>� _ 3 - Z.0 (I. Date Yav6 By Moral Divitiaa F.BC.(H.V.NZ.)/I1LW1 -0401 COUNTY PERFOMANCE SYSTEM 1 ACCORDION SHUTTER ROLLINGSHIELD, INC. 13300 0.W ANA A46NE MPA n .3130 e. a, Saganag MT Mt e I a ®¢a m 00 n -11 IMANW As SCALE Anwar rum 03 -115 60A6=p ROTT 4 0.F LAOOIM1IIT TIESON LOAD Y (p4A.) NAnWM 911U77ER SPN4 709 500795 5 M9CMUY SEPARATION CRASS TO ASS On) All S�IO16 8, 81, 82 C6 C1 A • - 40 I4' -1 • 12' -5' 3' .5' 45 73' - 8' 7l ' -8" 3 3' 50 1.1-0' 71' -7' 3 3' 55 12' -5' IO' -r 2 3/4' 2 1/2' 60 2I' -10' 10' -1' 2 3/4' 2 1/2' 65 11'-5' 9' -9' 1 3/4' 2 1/2' 70 I1-0' 9' -4' 1 3/4' 2 1/2' 75 10' -r 9' -1' 2 3/4' 2 7/2' 80 10'-3' 9' -9' 2 3/4' 2 1/2' 85 10' -0' 8' -6' 2 3/4' 1 1/2' 90 9'-8' 8'-J' 2 3/4' 2 1/2' 95 9 -5' 8' -0' 2 3/4' 1 1/2' 100 9' -2' 7'-8' 1 3/4' 1 1/2 105 9 -0 7'-4' 2 3/4' 2• 110 8 -9 7' -0' 2 3/4' 2' 173 8 -7' 6' -8' 2 3/4' 2' 120 8 -3 8 -5 2 .V4 2' 125 8' -3 8' -2 2 3/4' 2' 130 8' -1' 5' -11' 2 3/4' r 755 7' -10' 5' -8' 2 1/4' 2' 740 7 -6 5 -6 2 1/4' 1' 145 7'-5' 5'-4' 2 7/4' 1' 150 7' -O' 5' -1 ° 2 1/4' 2' 155 6' -70' 4' -11' 2 1/4' 2' 160 6' -1 4' -10' 2 1/4' 2' 165 B -5 4 -8 2 1/4' 2' 170 6 -2' 4' -6' 2 1/4' 1' 173 6' -0' 4' -5' 2 I /4' 2' 180 5' -10' 4' -3' 2 1/4' 5' 185 5'-8' 4' -2' 1 1/4 r 190 3 -7 4 •- r' 2 1/4' 2' 193 5'-5' 3' -11' 2 1/4' 2' 200 5' -3' 3' - lo' 2 1/4' 2' 205 5' -2' 3' -9' 2 1/4' 2' 110 5 -O' 3' -6' 2 1/4' 2' 215 4' -11' 3' -7' 2 1/4' 2' 220 4 -9' 3' -8' 1 1 /4' 2' 225 4' -8' 3' -3' 2 1/4' 2' 230 4' -7' 3' -4' 2 7/4' 2' MAXIMUM OE569 LOAD W (p o 7) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TD couus90 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO 14l3014rf) SHUTTER SPAN SHUTTER SPAN 6 on I. 6' TO 6 - r 8' -0' TO NAIL AUDIOS 6-0' OR Lz85 5'-0' TO 8' B' -0• TO MAX. ALLa49D 9 9 9 9 9 8 4.5 FROM 9 9 9 9 9 6.5 40.0 TO 60.0 9 9 9 9 9 9 9 9 9 9 9 4 3 FROM >60.0 TO 75.0 FROM 9 9 9 5.5 5 15 9 9 9 9 8.5 8.5 9 9 8.5 8.5 9 - - FROM 9 8.5 85 9 4 4 >75.0 TO 90.0 4.5 9 9 9 9 55 5.5 9 9 7.5 7.5 4.5 - - FROM >90.0 TO 120.0 9 7.5 7.5 83 15 - 3.5 9 9 9 9 5 - FROM 8 8 - - - 3 8 8 - 15 . - >120.0 TO 170.0 3 9 9 - 5 5 - 4.5 8 8 - - - - >170.0 TO 230.0 8 8 - 15 15 - 3 9 9 - 5 5 - MAXIMUM DESIGN LOAD 'w' ( o T) WALL MOUNRNG INSTALLATION AT TOP OR BOTTOM (T CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 0-0' OR LESS 6 -0' TO 6 -4' 8' -0' TO NAIL AUDIOS 1-0' DR L139 S' -0' TO 6 -6 e 9 9 9 9 9 9 4..5 FROM 9 9 9 9 9 6.2 40.0 TO 60.0 8 9 9 9 9 9 9 9 9 9 9 9 6 .15 FROM 9 9 9 9 8.5 15 >60.0 TO 75.0 FROM 9 9 9 9 9 ZS 9 9 9 9 9 4 3 FROM 9 9 9 9 15 4.5 >75.0 TO 90.0 9 9 9 9 9 9 6.5 9 9 7.5 7.5 7 - - FROM 9 7.5 7.5 9 3.5 3.5 >90.0 TO 120.0 9 9 9 9 J 5 9 9 7 - 3 - - FROM 9 7 - 4.5 3 - 0120.0 TO 170.0 9 9 - 6.5 4.5 - 9 7 7 - - - - FROM 7 7 - 3 3 - >170.0 TO 230.0 9 9 - 4.5 1.5 - MAXIMUM OE5GN LOAD 'W ( Bl) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER 5PAN 6-1 Oa IEg 6 - 0' TO 6 - 4 . 1D r MAX ALLOWED 6 -r am tit 5' -0' To 6 -11 e 9 9 9 9 9 6 63 FROM 9 9 9 9 9 9 40.0 TO 60.0 8 9 9 9 9 9 9 9 9 9 9 9 7.5 6 FROM 9 9 9 9 9 65 >60.0 TO 75.0 FROM 9 9 9 9 9 9 9 9 9 9 9 8 5.5 FROM >75.0 TO 90.0 9 9 9 9 9 8 0 9 9 9 9 9 9 >170.0 TO 230.0 9 9 9 8 4.5 4.5 FROM 9 9 9 9 7 7 >90.0 TO 120.0 9 9 a 9 9 9 9 9 - 5 4.5 - FROM 9 9 - B 6.5 - >120.0 TO 170.0 9 9 - 9 9 - 9 9 - 4.5 4.5 - FROM 9 9 - 95 65 - >770.0 TO I30.0 9 9 - 9 9 - MAXIMUM DESCH LOAD W (p.1.1.) FLOOR /CDUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 6' OR LOB 6-0' TO 6 -r 6-0' TO 1078. & OO .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 9 8 FR09 9 8 8 >60.0 TO 75.0 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 7.5 D 9 9 9 9 6 FROM 9 6.5 8.5 >90.0 TO 120.0 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 0 6 - FROM 8 6 - >170.0 TO 230.0 8.5 8.3 - + MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3 .86 2 1/2' .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 2.5' 3000 Rol. (MIN.) CONCRETE CRETE - FLEX SS4 3.0' 3350 poi. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING ° W' (o.a.f.) AND CORRESPONDING MAXIMUM SPAN 'L' S DULE. (VALID FOR SECTIONS A, B, B1, B2, C A C1 ON SHEET 2 91 3). NOTE: OES8 PRESSURE RATING CORRESPONDS ONLY TO IIEGIATNE PRESSURE (SUCTION) LOADS, N ACCORDANCE PITH ASCE 7-90 CRITERIA FOR A EN OPEMNG. 6 NE 15 PRESSURE VALUES COMPLY W914 THE REWIRED PRESSURE FOR FOR THE OPENMC• THE POSITIVE PRESSURE WILL AUTONATTCALLY OUAUFT AND N® NOT TO BE CHKR D. FOR SHUTTERS INSTALLED MIEN THE FIRST 30' -0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. • FOR SHUIIEN> INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXT5UM DESIGN PRESSURE RATING 111' (0.114 AND MAXIMUM DESIGN PRESCIIRF RATING 1 re a f.) ANTI COfl9FCPDNMNG M4Y1M1M ANE31fR SPACING On.) SCHEDUIF. + F0RRESP0w2 NG MAXIMUM ANCHOR SPACING Gn.) SCHPTIIIIF + CORRESPONDING MAXIMUM ANf5IOR SPACING (In.) SCHFDUI F. + (V AUO FOR SECTION A ON SHEET 2). (VALID FOR SECTIONS 0, 01, B2 ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING '6 o. o.f,) AN® CORRESPONDING MAXIMUM ANCHOR SPACING (1n.) SCHEI7111 F + (VALID FOR SECTIONS CI ON SHEET 3). MAY L 2 MU 978 f LMOIN['ERVIO COMPANY f 17 8 h*0 - (1I [9rd. M1: 191D1 1 E8- 0008719 WALTER 1 e. A7b.P.E fLLe40A Lk. 1 44197 MAXIMUM DESIGN PRESSURE RATING °Yr (e.e.f. (VAUD FOR SECTION C ON SHEET 3). ANCHORS 1 F0Nf) ROLLINGSHIELD, INC. 8700 2(8. 74M 4165178' AMA AL 33122 OLD BI-ru Alra eawr® TAPCON OR MAXI -SET TAPCONS CALK-04 CRETE -FLEX 554 PRODUCT REVISED n som9lylaj with the FMETdo Saidi46 Cade Aceopfooce A658970981 -o 0 0 (I. Eg5.n79 4o Date 06 By Samoa Dl,tsloo F8.C.(N. V.H2.)/M5 M1 - 6400 COUNTY P£RFOAfANCE SYS7EH 1 ACCORDION SHUTTER Al Daze sou 9/11/117 9010 03 -115 p =Or= 9a wan 3 Of ALTERNATIVE 1 Prt±1411 g 0"ntlittrel.1617 "i"W4U ALTERNATIVE 2 70E 50070E �F1P La. s7rinnwr ALTERNATIVE 5 1 /7 - W Mho a SCREWS CREWS . r ac fl ID 1 1/1 On PE7QDp1ROM ID E26117C mom MEADER r 1/7 -10 15. BOLTS l 0/ 713 O =MR 0 0 D.C. /toy SS LOS W 7/13'707/0' 1 LENS 770[07 140,04 A� (I 7O D COMM /E..2' :s W7 7d SOA C 1/7' 1' 0000 HEADER RECLINED SEE SLWEOLLE FOR ML SIRARA71a0. ALTERNATIVE .$ ALTERNATIVE 4 SEE SO.DUE FOP IO. 707071117 /11.5' 15 SAE: r/ E.•= 1 /7 LOO LC soars o r ac ./ 1 1/T Yn 70R7R TION TO moms wcoo KW& ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 7/770 -10 SS DOLMS 0/ MLR a MOOR 0 r ao OR 1174/4' SA SAS 0 0' as /7W SS Sys 0/ 7/l8 LONS raw" B OOG n (7» ra' D 307700) /1462 SS 165 (7J6 70P /1700 • SS. 271 1x7 ammo /17 • 3/• 11 ins o rr ac 1/1 SS DOLTS 0/ 777 D 0X77@3 0 0' as oR /1463/1• SS seat 0 0 02. 0020 STUD 0 11411/0' (my1 0053 -13 AAAn IVES (004 34 31 R/ (2)1/7110 LAS Swa110 o Lag. 3770 aF YRC) 17 0/ 2 en. 13#171717 U.y4• .1 Sul. 0 3 . 117 SEE SPORES TOR la. s0VR.71N IlAY 2 2 200 ALTERNATIVE 1 ALTERNATIVE 2 L /164 S 5. • S 775 0/ 7/70 70 70 WON 7O7 3779076 (0v. 717 0 307700) 17467 /71.7 1S u 11 Ss (7». ^ O 827707) CO7O 0 S OR RAFTER o N' as REOLERED 11711/3• oa..) 108 .0 E -t5 .n 7? R/ (0,15/1e061' Lazo La 73 EMI AMER V1 00 170E1 LOG77 SCREW 707 11770. 70A 00 d• V5 ursmoe n• em. 706417 L 603770 w/ 2 17 PF70' ,RO164. WALL MOUNTING INSTALLATION (OFFSET) SECTIONS HQ 5!.4£ I/4 MJ/n/.�/O(ams 7777@70 7071 0. 0 EAR 70 A7 w r Dar TO 7047 A7r INSTALLATION /. 0,307LA72r E 0 A oar 1076 FOR OSSA742711.0 070. 0964 1O 717 LESS DOR 013 001Ea 70 77 Dal A7D 0 -0 um. 7077V0 SPAQ 1 FOR MO MOO MADE iLIQ 776747 00 MOO 17 70 Si SOIDEPM PNE !ft S 0/ 504512 mom of 100 ra E0702 IL EC O TNC. 7AAE 7317IN6 O CACO.ERENO CONPAN7 ®a V tq a, 317. e�goe� M1'n" EH- 70417. 10iLRR A 112/0 Jr. P. E. FLnRHcu L.t / 44767 NIL 0 :1 -11, ALTERNATIVE . 70.1700 r.ac.(N.V.liz.)4HWE7 -D4DE cautery PER- OMANCE SYSTEM I ACCORDION SHUTTER ROLUNGSHIELD, INC. 2500 7.. 7YO 1770E 110 FL 51722 PRODUCT REVISED Lm Lo1ap1Ylq with 763 F1DETan Dahlias Cada Acceptance IVD O 0 ffxplIall= DsU � RUE SMEAR curt 03 -115 1a1..aa Da 57017 0 Of 0 Miami Shores ViL=age Building Department r31 TIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. AO (L1-- 4S? Job Name I/ v I ye) 11,- 1/t/ Tr/4 6 N 5 '14 u (p'3 NOA t - C3o5. t{or• Ptalfe• , ,�Aes e n r e.b W;1Jov + - 51,P I - 13.1 3L4� N I oy s#- 74K�3 poA di 0 '105 .OZ Nor 1.0 00 vY) C Viayh� SL.o�es l-� 33 I3� CJI L �v te a, mom )(cis( ltt#Co'3 oA Erb -0.1I. qZ Casen.,evik o,cq 5'- 1 - 5 No, 03- 0305,o1.. tor. Noi(e, ��.�e5 4 L4.1 L L UeA 03- O(011.oL 05 eaenk .t \ aJ Aea +54:7 ) - 5a .3 -- ?)epCroom - e)okk - roow. 1y h 5oSt-6 NoA o3-O30o.ol� No i .holler Gn,�. (1e +5y-i - 5°1.3 T.)e y 313 1,304 o3 01 �fm ri F e u er "L.+, �e +54.15°► - )qx5 °>Is fJ oA o3 -0305.02. {lo ;zonEa� ('roller . Ct i t9 WiAA -}54.1 , -59 3 #3v /- j3oA o3 -o5t4. of S;: e ku� ,1e5 1`I I( 5Ds1If 11,0,4 03 - 5 . Korizo., Potter � 3 EyeSS Win4v'.) *54. 1 -5°1 .3 : ; BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICIE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26' Avenue Opa Locka, (Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm (Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, 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 llunpact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Pithily A. Makar, P.E. NOA, No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19/2002 Page 1 GENERAL NOTES THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY PRAM-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVHZI OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS A 33X INCREASE W ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS N ACCORDANCE WITH THE GOVERNING CODE *NO GOVERNING WINO VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7.90, A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. L. THESE APPROVAL DOCUMENTS ARE GENERIC AND D0 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL 00CUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE 0000. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. 1. AI SI T EA LED 91' A1. CEN SPECIFIC I N SE0 [ GI NGIEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE ION TO THE BUILDING OFFICIAL BI REQUIRE THAT A ONE -TIME SITE SPE APPROV AL BE 4P PLIEO OR AND 5 CURED PROM THE MIAMI -DADS COUN TY PRODUCT CONTROL DIV151OFN ANGLE 5/11111 THE SITE CONDIT1014 D( 1 10 TI0N5 OCCUR WITHIN THE HIGH VELOCITY HURRICANE SCALE J' ZONE AR A5 ONLY OPTION -B" SMALL E ACC(PTEO BY THE BUIIONG OF . 9. STORM PANELS SMALL BE 1003 -1114 ALUMINUM ALLOY, 0.060 THICK, WITH A MIN. Fy. (BEFORE ROILING) OF 211151. 10. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS R0R10A STORNI PANELS. INC. OPA LOCK& FLORIDA MWAI -OAOE COUNTY PRODUCT CONTROL APPROVED 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR 'h' ANO HEADER MOUNTING CONDITIONS. 14. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED TO OVERLAPS AT MIOSPAM TO A 1 s r • 16 LADE STEEL TUBE USING 1/4 -70 K 3 -1/2' BOLTS W 0 ( 051 ALUMINU WASHEREO W01CdFUTS OR JACKNUOS (SEE TYPICAL ELEVATION 0 L 1. PANELS NOT 3 UTILIZING STEEL TUB( SHALL BE FASTENED AT OVERLAPS (12 -UT 0.0 AT HUMAN W/ 1/4 -20 • r MACHINE BOLTS WITH OIE C{�/LLST.�.A WASHER b M WINGNUTS OR JACKNUTS ISEC.TYPICAL ELEVATIONS 09OR0®. FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS 6 TUBE ARE NOT RCEOIAFREEEDD L``LTOCATIIMMOCCN ON ANY OF COMPONENTS OF OFTHE STORM PANEL5 SYSTEM ADVISING PROTECT10411)NLRE55 TENANT THAT ALL REINFORCING BOLTS AND/OR STR OFFER E P001108LYY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. I/ mAX Ex1STa•0 CONCRETE. HOLLOW BLOCK OR v000 RR m40 5E 1' • r • 10 GA STEC TUBE WHERE •PPL1CAO1E SEE NOTE 0 TYPICAL ELEVATIONS (TY, EXISTING CONCRETE. 00LLOW BLOCK OR WOOD FR•w0G PRODUCT RENEWOD m so(pIyiD0 rim IBe F'bee., De4d0B Code ASQENeRee No Bap0eke Dew BY Mood DSTleoa •06 07 OVERLAP FASTENERS 10 11. !SEE 3010 tl Ffl O (10 OAI V. STEEL NCL1 CLOSURE FRCS 1 • 2- MIN. TO • S' MAX. • ' * * 00 51[0 0 12 O.C. C[3.6 LO.OS 1(11 THAN DP 1004110 IRE 1SP •ND E 0J:. 006 DESIGN LU•RS WEE•1ER THAN 100 P5• IS[[ ANCHOR 6 5 SCHEDULE FOR ANT ACCE•TAOLE •NCHONI 125 6063 -01 ALUMINUn 11•X. ANGLE SCALE . 3' • t' - 0' 10 G•GE GALV. STEEL GAI, STEEL GRADE 50 De ALUM OO S' KEYHOLE WASHER SCALE , HALF SIZE t oo 16 OA. 14 STEEL TUBE SCALE .3 • Y -0- M L 20 3-1/2 BOLT WITH •SH1RID WNGNUTS ID 10-1/ O.C. ITV!) !/l 5.00 0 ro6l •. GRANTING HIS /HER APPROVAL. O STUDDED ANGLE 101110G C000RE rr. HOLLOW : LOCK OR 5/000 R H1Na PLAN VIEW STORM PANEL 0 ( 0 1 6 . 3 " Q S S.S. STUD ® • -1 /L- O.C. SECTION USE r• r. 10 GA STEEL U6[ WHERE •PPLKA0L( SEE NOTE 11 • TYPICAL ELEV•TONS ITYPI 5 00' W 0TH UNLIMITED I PERT. TO 0•NEL SPAW Oho' ITV.! .100" F TRACK SCALE : HALF SIZE OOSZ» 1 RR- WINGNUT 5C•LE HALF S1ZE A TOP MOUNT ©00 PLAN VIEW u1E. MAY SE USED WHERE REDUCED S[P9R•T(N IRON GLASS IS REOUY[D. SE[ SCIA0ATKN FROM GLASS SCHEDULE SHEET S. AND PLAN Veld 0 NOTE N SHEET 1 060500 P06T[MITS ISEE RAN VIEWS M NOT[ ILL 1 -3 /L' DvERL•• MN OR ONE CT MOUNT M SOT 0 FOUNT W 00 DIRECT TYPICAL ELEVATION (SYSTEM 1) 60007 OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE'.' OR - U - HEADERS OR DIRECT MOUNTS WITH ANCHORS p 6 -1 /4' 0.0. OR 12 -1/2' 0.C. BOTTOM MOUNTS SHALL BE "0' TRACK OR STUDDED ANGLES WITH STUDS p 6 -1/0' 0.C. OR DIRECT MOUNTS WITH ANCHORS 60 6 -1/•' 0.C. OR 12 -1/2' 0 C IL GAGE 0050. STEEL •0010 CLOSURE ;NIECE 1.608' O Z h° HEADER -, "h" HEADER 4 "If HEADER SCALE : 3" • 1' -0 SCALE • 3" • 1' -0' SCALE 3" • 1' -0" 71 STANDARD CHANNEL SCALE - HALF SIZE 3.500' DIRECTION M GAGE GAL V. STEEL GRADE 50 11 DO ` O• TIONAI LEG WOTM UNLIMTED IPERP. TO PANEL SPAN, SECTION ••STEHER 011 0 C 00R O[SIGN 10005 LES5 THAN OR [DUAL TO r0 PSI •00 1 - O.C.O0510N LOADS OR1•T(0 E0 THAN THAN (O ISE IS[[ ANCHOR SCHE054.0 E06 •NY •CC[PTAOL[ ANCHOR! , 011 TING CONCRE TE. HOLLOW •ROC BLOCK OR WOOD NG �Ir DMslea 061" lr1 5.60' 1 SOFFIT CHANNEL SCALE : HALE 512E 00' 1 1 � c1GE 0•L V. Si([L s00-MAX 1 I 1 CLOSURE SCALE 3 • 1' -0' OR DIRECT FOUNT VS& M•Y O[ USED WHERE REDUCED 5(0•0•8(0 EGON GLASS K R[OUNEO. SEC u FROG GLASS 1 CHEOLAf. SHEET 1. 100 IAN VIEW• NOT[ t• 51017 P FAS TE NIPS 1010 61 1010 PLAN Veld S NOTE ttl BOTTOM MOUNT 0® OR CAPLET 18 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE RECURRED TOP A BOTTOM MOUNTS SMALL BE - P - TRACK OR STUDDED ANGLES W1TH 57005 p 1 -1 /•' O.C. OR DIRECT MOUNTS W1751 ANCHORS p 6 - /L' 00 PRODUCT RIYESED 0■01y100 NEP 66o Pbrtdo °aiding Cede Amputee No01- 0 57 Dmo :nagi I - • • Au. BY Alb Z Y g 8 p i � E 5 4 2002 (041• 07/19/1999 ele•ign by 99 - shear 1 at L 05/23/02 10:16 0 SEE 000 SEPARATION PDON •S1ENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 0 5 c A i I MOHo [TABLE I LTro =-►:.� SC HEDULE GLASS IL oCONi. OL•SS OR DOOR SEE Mt. SEPARATION 017001 GLASS SCICDULE (TABLE 2 GLASS OR 00012 1 a .12S OR EXISTING CONCRETE HOLLOW 01000 OR WOOD M•N„NO ANGLE TO WALL DETAIL u ( 002 .. GT v000 W/ 1/2 LAG SCREWS 012 O.C. LM0EDNENT POR CONNECTION vITH STUO ANGLE 05/23/02 11;05 SCALE 3" • l• - 0" EXS TIMo CONCRETE V OLLOV BLOCK OR 000 FP AMINO (A51040. 111 •NC/TOR SCM0IULE. REFERENCE CONNECTION •NW E• F•STINER. SEC *0(700 5CN[OULE. 01•10[5(1 CONNIE0100 •TTFE WALL MOUNT SECTION SCALE l" - 7•0' CONT. 012. S.M.S. O N 0.7 O - 1 /2. • A-1/2" S.S. L•0 SCREW O 24 O.C. N•X. 12]00- PENETRATXW m CENTER OF STUDS . TH6 0(T•A MAT BE USED AT 100 OR 0077014 OP PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM) © PANEL TO ANGLE DETAIL 1/1 -20 M• I•NE BOLT L *MGM*? p •-1/2." O.0 1/, H•K s L-20 MACHINE BOLT L WINONUT O 5-1/A 0.0 EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE ITT• I SCE 000. ` [PAR•TION ROM GLASS SCMOUIE IT•BLE 2 OLAll OR DOOR ©CO0T. GLASS OR DOOR SEE •N. s[PAR•TION PROM GLASS IT.BL 2 O L SSII C0N(R(TE HOLLOW BLOCK OA DOD FRAM0IG 1/2. -20 0•(0(4 BOLT L WW•MIT 011-1/1. 0C. CEILING/INSIDE MOUNT SECTION 1A5TEN210. SEE •0(000 SCHEDULE. 000[0 (0(5 CONNECTro. • Tln 3 . F•51ENER. SE •0(NOR 5(0(00((. RE (PENCE CONNECTION •WM5• R(M0v•BL[ P.S•CN1ER CI ,13.C. OR T0-vl O.L. M.K. DUI 00 N 0(0 000 0 0 [ 5000PG. SEE 001( HE 0 SCDULE 0 0 535RE10E CONK TETXW • WIN I USE 110 -20 01•00105 STEEL TRUll NE•O BOLTS 0I1I0 .LE VSME ENG. BOLT 111•0 IN NAM002 OW FORTS 0 N . OF ETL1 WASHER 2. LCO MALE vUN 0•S0(REO 0INGNUT 0 C 12 , 2- V 2 0( N•X. ( 1[10 SHW s02006 • OUT 00 NOT * 0(505 SCHEDULE [00005(1 101 WALL MOUNT SECTION (DIRECT MOUND SCALE : 3" • 1• -0" C XISTI50 CONCRETE W COW OLOCN 00 OOO FR•MNG (EIS1pG CONCRETE HOLLOW BLOCK OR WOOD .PENNING D1•SS OR DOOR [ CONCRETE 0 LOW BLOCK OR 000 AR•N,NO FASTENER, SEE ANCHOR I TYF. 5(0EOOLL REFERENCE ( CONNECTION .040E t• �P i } ■EI a MAC SO TOn BOLT L WAR 1 PT OO l BOTT a LEG CHANNEL DDT TON vI TN cnAS Nn B 4 EJ1 O L E L L -E0 H•CHAN BOLT W WONUT 0 6-1/, D.C. AI P.THA.7LE G DntcrroN f•STCNER. S1[ ANCHOR SC 0(01015(1 CONNECTS. • NEE 1 • © BUILD -OUT MOUNT SECTION SCALE 3 • 1 -0" NOTE :USE OF THIS DETAIL WAITED LIMITED TO .72 PSF THREE V1 W000 SCREWS 0/ 2 MVO. 0(ON ENT OR THREE *1 WOOD BUSHINGS W/ r [MBC0M5NT 1119. AT E•CH JOIST. TRUSS OR RV T[R O2l MAU • 2 JO 0U5 12 575 BE TVEEN 0035[5 0 0- 00. HAx va HAx PRODUCT RENEWED m 100p17105 0115 (50 it2ES airrDa3 Co22 AtTSwLa(. ND L 0 6 o eBe q, e SaphuT. Wt 0 O • .o ff swidlei Cad* 4 nem�LDNO 31 -o5 q 1 r L aMs1aD Da. 00 �, 0.._007 •/-� NOTE ' USE OF THIS DETAIL IS LIMITED TO s72 PSF. E. Om�� CO5tEG1 DIKfb■ O SOFFIT MOUNT DETAIL SCALE • 3" • T -0" J Dw 2Z D Otc 00 do 2 x AY 1 F • 07/19/1999j PO [ io 000.0 2 of 1 MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 8, 2 SYSTEMS 1 8. 2 MIOSPAN TUBE MIOSPAN BOLTS ALL CONDITIONS 40.0 2 -1/ 3 1 - 1/4 2 -1/4 3 1 - 1/4 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 2 -1/4 3 1 -5/8 2 -1/4 3 2 -1/8 50.0 2 -1/4 3 1 -1/4 2 -1/4 3 1 -1/ 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 7' 0" 2 -1/4 3 1 -3/4 2 -3 /8 3 2 -3/8 60.0 2 -1 /4 3 1 -1/4 2 -1/4 3 1 -1/4 2 -1/4 3 1 -3/8 2 -1/4 3 1 -5/8 7' O" 2 -1/4 3 1 -7/8 2 -5 /8 3 2 -5/8 — 70.0 3_0.. 2 -1/4 3 1 -5/8 4' 0" 2 - 1/4 3 1 - 1/4 5 2 -1/4 3 1 -3/8 2-1/4 3 1 -5/8 7• 2 -1/4 3 2 7 9.. 2 -1/2 3 2 -1/2 E XISTING CONCRETE OLLOW BLOCK OR .000 BUILD -OUT MOUNT SECTION EXISTING CONCRETE 4 01100 010044 OR 000 FRAMING WIRE )ATM MAY SE USED AS 1YP1CA1 REPOD0[0M[NT 001* C6 OF - F - TRACK SCALE 3 • 1' -0" •1044.00 GAL V. 51111 SP•C(RS AS R10'D STONER. u[ •KMO0 SC11101111. 0[F[0[Kl C0•00(TgN •TYF. 1 • EXISTING 04000, CONE. OR [%HTINO CONCRETE 001100 BLOCK STRUCTURE 001104 BLOC. 00 0000 F I•ST[KR, SEE •KNOB SCNEOLLI R(NR(KE CONKC10* 141, • 1.20 M•CNIN[ 0061 NUT •S 12 D.C. ITVP. TOPS BOTTOM) [OUAI v1 MAY. sTENER, SEE ANCHOR SCMEOULE, REFERENCE CDNN1C T1ON • Ms + • a 1 -90 .0040[ *011 0 .0.0NUT 61. E -v1 F•STEN4R, SEC *0(000 SC0[OU1E, REFERENCE C(NNE(0400 • Da: l' s a KIN 0 SLR•RATIONFRO0 GLASS - (TLE (41(DUIe E 110I117IM0 CONCRETE 4401100 BLOCK OA DOG IR•MN 1.10-20 NACMRI[ BOLT S r0NUT P6-01 04 O SV10ER�S AS 141,1Et F STEKR AKNOR SOw01A[, IEFUII•(l C0WNCTW•1... 1' J O ALT. 0 F 1 TRACK CONNECTION TO NEW STRUCTURE DETAIL O "F° TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL SCALE : 3" . FASTENER. SEE SEE AKMOR SCI ON SDULC. REFO S • 5 /9• _ S 0111, 0 • TII.1' sEE wN. SEPARATION F OM GLASS ANEOLII( 0 I Alai sm. ROSH (L ea M•Y e E REY a V10E 1AT N MAY ...... TYMCAI REMPOREDONT OVER K LEG CA - F - TRACK E 1\ "FI TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE , 3 • 1 1 -1. NAC44W[ 001,1 t +•.KAIAK 0 t -U t 0 C. 01.70 44•049E BOLT t 0IN*NUT 0 11.-1/1 0 L. SCALE I N. T.S. O TI000) MANOtE EOC • T10N •LLRa0U0 ASCII 20 STUD uT D(TEIVOR F/STE1 ANGLE ASSEMBLY (SECTION A) 9 • 3 . 1/ -1/2 ALUONUN :NCL[ U1•44 MOLES M •DIACENT TO RECEIVE TMS -00 DOL T. •L•CO ••N[L OVER CAEN • 0•CENT PANEL AND FASTl.4ING0UTS IRO. TK INS■DE. Max O E 1 OR I PAN(LS 41011 T A 04 L E 2 e POWERS CALK -w / T /0 MN 1900 N CONE. P r O.C. c.OR j +/1-O PO4ER3 STEEL DRO.-I / I V r w N [ Acia- CONCRETE P 7 0 C. 10 (O 21. • 1/I7E51112 FABTEMNG ANGLE ASSEMBLY NOTE : USE OF TH(5 DETAIL LS LMfTED 1O :72 P0F AND A MAX.. PANEL LENGTH OF 11'-0 - . OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) scA1e • + yr • r - o- 9 - . I • 193' FII.1 C(07 1193 -44.1 DR ERIE -T• ALUMONN 91L 0Y OR 13 .1 401X. STEP 0401.12 A *0 ANGLE . O T + -v9 • 1 -1 /2 IT. ANGLE 4.-2• S.S. 00LT0 S 4I0P•11S 0 0911 OPC S•40AN DO S+ -0.0 M X . 112. O ALT. CORNER DETAIL L Sc•LE . 3 - 1' -0 PRODUCT 860640ED m e.0pIft46 *G6 (0e iW(AD 6SI�BCT o D t • . 4450 109(( 00 I t 8 o 6 BSPM�06EE + .If>/, 7 ter.. PRODUCT !ZVEY[0 ev(alcgtag Pao CIO Mitt] AA6l re.vN. • 2 - ) .D S Melva ;WWI 602 sodium MINIM eoaoeuuiu °•�• 01/19/1999 VJ MORO • y , 406 •N.. 99 -230 05/23/02 11:08 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE ( WAS PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN, 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) PANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7'• (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8• -5" (SEE NOTE 1) CONNECTION 1088 1 2 3 ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 :OHNE(TION 1 YPE 2 3 CONNECTION TYPE 1 2 3 L MIN. 3,000 P.S.I. CONCRETE 5. 1111111111111111111111 11111111117 1 /4 ITW TAPCON w/ 1 - 1/2" 8111. EMBEDMENT 46 12.5 12.5 12.5 12.3 115 12.5 123 10 9 123 12 5 72,5 12.5 123 72.5 12.5 115 72.5 62 17.512.5 12.512.5 4 - 7 210.0 2 - 11 72.5 11 12.5 6 7 12.5 71.512.512.512.5 77.512.5 4 - 7 11 72 12.5 123 12.5 125 11 9 12.5 1. 6 12.5 12.5 12.5 12.5 17.5 125 12.5 5 9 92 12.5 12.5 11 12.5 6 7 123 4 5 12.5 12.5 12.5 123 8 12 12.5 5 9 230 12.5 4 5 123 4 5 115 4 5 12.5 5 9 123 5 9 7.5 5 9 l/4 ELCD MALE/ FEMALE "PANELMATE w 1 - 3/4 MN. EMBEDMENT wITM 1/4 - 20 MACIIN! SCREW OR WINONUT 48 12.5 52.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 125 125 6 8 62 12.5 52.5 12.5 2.5 12 9 12 3 5 12.5 123 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 52.5 11 9 12.5 4 6 10 / 4 115 11 10 12.5 1. '7 10 3 5 230 10 ,/ 4 10 1. 10 4 10 3 5 10 3 5 10 3 5 * 48 123 123 12.5 12.5 12.5 12.5 125 10 12.5 77.5 12.5 12.5 12.5 12.5 123 12.5 12.5 62 12.5 123 12.5 12.5 115 12.5 12.5 8 12.5 12.5 17.5 12.5 125 115 52.5 10 723 1/ 4•o POWERS 541K - 171 w/ 7/0 tfBf0MENT & 1/4 - 20 STAINLESS S TEEL MACHINE SCREW 72 175 12.5 12.5 11 72.5 • 7 12.5 123 723 17.5 12.5 123 123 8 11 92 12.5 12 12.5 9 173 • 7 12.5 115 17.5 125 11 12.5 T1.5 7 11 230 12.5 6 7 7 12.5 7 12.5 7 11 115 7 11 11.5 7 11 48 6.256.256.25• • ..256.25 6.25 6.25 625 6.25 6.25 615 613425 6.2 6.25 1/4'. POW[125 ZANAC NAZI - IN w /1 ve'nN. EMBEDMENT 62 6.256.256.75326256.25625 4 6 6 251126.25 6.25 6.25 6.25 625 4 6,25 72 5 25 6 2 25186 75=0 3 5 6.255'iL 3 6.25 92 6.256.256. 6 6.25 5 6.256,256.256.25 5 6.256.25 675 230 6.1 3 5 • 5 6.25 5 6.25 3 6.25625 3 6.256.25 605 HOLLOW CONCRETE BLOCK %•.11111115I111111111111 75517%> 1/ ITW TAPCON W/ 1 -1 /4" MIN. EMBEDMENT 48 12.512.5 10 7 9 4 12.512512.517.5115 11 12 7 62 12.512.5 8 5 7 3 17.512.5 12 123 9 8 9 5 12 12 5 5 1 8 1 9 2 11 7 5 A 3 6. 5 4 3 125 8 10 3 5 7 YI 4 4 230 6.25 l 3 ..25r 3 6.25 3'7 4 7 / 4 7 * 1/4 (150 MALE/ FEMALE - PANELnA TE W/ 1 - 1/4 Me4 EMBEDMENT 82778 1/4 -20 MACHIN! SCREW OR w1NGMUT 48 12.512.512.512.5 11 12.5 7 12.5 12.5123123113 8 62 72.5 12.5 12.5 12.5 9 12 5 12.5 12.5 12.5 12 10 12 6 72 12.5 12.5 11 12.5 7 10 4 12.5 12.5 123 8 9 10 5 92 12 .5 11 9 12.5 6 10 4 123 10 123 4 7 10 5 230 10 / 4 10 4 10 4 10 5 10 3 5 10 5 * /��(�.� " " ��8� V t__W 1/4 POWERS CALK - IN 82/ 7/8' EMBEDMENT L 1/4 -70 STAINLESS S TEEL MACHINE SCREW 48 12 . S 12.5 72. 12.5 10 12.5 6 12.5 12.5 12.5 12.5 123 12.5 9 6 2 12.5 12.5 11 125 I 7 10 4 12.5 12.5 123 173 11 12.5 7 72 12.5 12.5 9 123 • 6 9 / 4 12.3 12.5 12.5 8 10 11 6.25 92 12 10 7 11 5 9 4 12.5 11 12.5 4 8 11 6 230 9 4 9 4 4 9 7 / 4 11 6 11 3 6 11 6 4 .625 6.75615 E7iL1 6.256.25 f 6 6 5 6 . 25 6 mos 5 625 6 1 /c POWERS 62 6.25 y�� 4 . 6.256. 6 V 4 5 ZAMAC NAIL w /1 - 1 /8 "MIN. 72 6.25 "'r 3 I 5 6.751 4 E6756. 6.25 3 6 6. % 5 [ne[DM(NT 230 6.25r 4 ..25 " 4 6.25/ 4 ..79 ' 5 6.25 / 5 6.25f s STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "N" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKJR 7R STUDDED ANGLES WITH STUDS (B 6 - 1/4 - O.C. OR DIRECT MOUNTS W/ ANCHORS (M 6 -1/4" 0.C. OR 12 -1/2" 0.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP S BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (m 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (O 6 -1/4" O.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 - 5 8 - 5 50.0 8 - 5 8 - 5 60.0 8 -4 8 -4 70.0 7 - 9 7 - 9 80.0 7 -3 7 -3 90.0 6- 10 6 -10 100.0 6 - 6 -6 110.0 5 - 7 6 - 2 120.0 5 - 5 -11 130.0 4 - 9 5 - 140.0 4 -5 5 -6 150.0 4 - 1 5 - 3 160.0 3 -10 5- 1 170.0 3 - 7 4 - 11 180.0 3 -5 4 -10 190.0 3 - 3 4 - 8 200.0 3 -1 4 - 7 210.0 2 - 11 4 - 5 220.0 2 -9 4 - 230.0 2 -8 4 - 8 N 0 i ANCHOR SCHEDULE FASTENER 8A700.0.11,1 SPACING ONC11ES) MOUSED FOR VARIOUS DESIGN LOADS AND SPANS D 0: Z F 01 E O O 3 ANCHOR TYPE � � RUllllltt 1/4 - O W000 LAG W/ 1 -3/4" MIN. N 0968AD P O PEEP. TO W000 GRAIN j S/16 - 0 0.0. BRASS W000 BUSHING W/ 1/4 -20 SIDEWALK BOLT 13/4 HEA0) W/ 1 8114. 11113E011NT LOAD (W) PSF MAX (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 NIN. 3/4 EDGE DISTANCE 5PANS UP 1 3' -7 GEE NOTE 1) CONNECTION 500E 1 2 11 11 11 6 11 11 11 11 11 11 6 25 6253 6.25 6.2 6.256.25 6.25 6.75 3 11 11 11 9 4 05PAN5 OP TO (SEE NOTE 1) CONNECTION'( TYPE 11 11 11 11 11 2 11 11 9 6 3 11 9 7 6 7. .25 16.75 6.25 6. 253 4 6.25 6.25 6 3 6.2516 6.25 6 5 4 SPANS UP 10 (SEE NOTE 1) ONNECT1041 TYPE 1 2 11 11 11 8 11 6 11 6 11 6 3 7 5 4 4 4 5.25 6,25 6.25 75 6.25 .25 5 6.25 3 625/ 6.25 6.254: 4 4 T A B L E 1 ANCHOR NOTES: 1. SPANS 8 LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE ANO EDGE DISTANCE. SELECT DE LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEOULE FOR PRCPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUfACTURERS• RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE 15 W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT PIECES. FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "K4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. W000 5TU0 SHALL BE 'SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD ISIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.* DESIGNA TES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHEREO W INGNU T. PRODUCT RENEWED o 01 7p1Yly 8676 the FbM'tdo Cote AACC8�p10 00NNo 04. i 0 gspbpBPO DON 0 ea/ PNa0I DkMoo PRODUCT REIRSEUD GeY MI6 CTD7 Tda o2�0 7.07 MLor! eodeed Cooed Division L 1 2 - � J D W Z Z is Q rt 100 01. 1 er X 8 a if a 81:001111 WI. 07/19/1999 MINIM ® 99 230 I .hoot 4 or 05/23/02 11:22 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTHCE OF ACCEPTANCE (NOA) MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PCT Indalsirics P.O. Box I529 Nokomis, FL 34274 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 A1 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/31/01, 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: None 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 NOA # 01- 0516.10 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.R. NOA No 02- 0702.02 Expiration Date: September 30, 2006 Approval Date: July 15, 2002 Page 1 MAX. HEIGHT 76.000 ' z 5" MAX. 5 4, 0 O rc Vl 10" MAX. MAX. WIDTH 53.125' MAX. FIXED LITE AYUGHT OPENIING 49. 125' . NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 13) F7L - 2960, 3/76 ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) SEE SHEET 2 OF 6 FOR SECTION DETAILS MAX. FIXED LFE HEIGHT FROM BOTTOM - OF MEETING FAIL 37 5/8' CENTERLII]E OF MEE114G RAIL - X MAX, VENT DAYLIGHT OPENIN 48.125' MAX. FIXED LITE DAYLIGHT OPENI ^:G 34.500' MAX. VENT DAYLIGHT OPENING 34.500" Rltherl L. Cork. PE PE 539712 Structural .3/16 GLAZING DETAIL INDUSTRIES 1070 7E0140700' 0RNE 1.040105, 71 34275 101116+4ATIVII 071447 447.549 1 41.4 614 1/10 7700/1060 *6.0604 541 19.115 121 24.000 121 35,500 (11 12.060 (11 37.000 (1) 60.000 121 40000 13) •6.000 (31 01129 141 30.00014 73-375 (4) nog •115.00 - 136.00 •17600 •131.00 -111.00 -131.00 •126.00 •3470 117.70 00• 5667 00.67 5601 16.117 06.07 5667 5647 1607 56.67 • •13600 •121.00 •13!.00 •136.90 •12175 10602 •96.70 45.39 04. 56.67 60.07 60.57 1657 5607 50.67 64.47 56.07 10.57 11704004 N 1591 50.021 (4) 40.07 56,67 0607 50.07 10.67 50.07 .00.0 , 64.07 nro .631.00 .12020 •113.55 •123.51 .116.70 •1010 .66.59 - 49.63 005 14.07 50.67 56.67 54.07 16.0 54.07 56.67 03.000 10) .09 .0155 .04.65 42.11 .00.04 46.04 pot 5.07 40.04 1 10.07 .70.11 1 50.67 40.55 I 1607 70.000 (01 4.19 65• .72.06 ! 06.67 -43.0 ' 60.07 .00.15 I 54.07 65.41 I 60.41 014 3046 -51.06 15.04 -/1.p 501 .55.00 71.00 45.00 00.00 -45.00 55.70 402044447190 0914670 5 F001 014611 3/16 ANNEALED 1 1000 00.0004 704156 14.135 (11 21,000 12) 25.100 111 33.000 121 37.000 (37 40.000 13) (10000 (3) 40400 (3) 00.520 (4) WIn00+ N41gh1 20.000 ( 609 1 740 34.175 (4) 009 041 10.57 56.67 55.17 .110.00 •170.00 •110.00 •130.00 .130.00 5607 56.57 56.07 50.67 56.57 56.47 56.67 •110.00 56.67 •30.00 5057 •20.90 56.15 •117.90 56.47 -30.00 •120.00 •170.00 •120.00 120.00 415.60 -100.03 50.70 45.34 50.67 50.67 10.57 565 60.531 (45 61.000 )5) 049 1 505 005 91• 70.000 151 749 64• •120.00 .110.00 50.47 .54.55 07.11 50.67 56.07 .44.49 10.67 .13.01 -02.04 •40.51 40.40 11.67 70.60 56.0 11.04 •120.00 50.07 30.07 .101,70 51.01 400.04 50.67 60.41 .00.00 66.67 45.00 40.07 .71.20 -11.10 56.57 .49.10 50.61 .12.30 44.00 66.67 .13.00 53.00 -46.00 49.10 76.67 - 47.10 47.90 .43.10 60.07 6447 91.04 51.20 60.01 50.00 50.190 40.00 43.10 C0140/2047(V0 555A1.75 5 40791: 1.1 N4m09,0 15 11 090/4174557 9r0 4634075 el 0601115 9 06 5109 1.1 0.5.11.0 D..yn L. W. 50.45 en C4n5(...9v• Anary51• 664 01... 7.014 •574 51300. 3.) •••111.4 D0.4.1004. 04444 an Ce.0per•11,• An01ysls .65105106 T4.1 .. 01 0•100e1. 6,0 (6, 010 0014.+0 04 1 74pcon0. (012 +cr504s 0ly ea uw41441 54 of 110'.1 5.) ■0c40n 0.00' 6545-15065 0690 corne. 564 1.00' 5651 •1164. 5144 or 6.041109 Yea. 1•0601 spacing 01 16' al lames •76 70 01 94.4 .o4 .01. 0.0. By: F. Fled Fry. 4.104. F. K. 8/31/ I 441 04 4/18/01 Sen.. /Made P.O. BOX 1579 /4040405. n 3.274 SH -4000 REDRAwr1 PRODUCT 11E1')SE.D as 49■7)7431 .IA l W 294.7 1. BuIJleg Code Ancy170.7 Me 02 .02. P pir9 Du rD(.. 0 cp dsoC ,A M Pro ' 1 OOde 61941 Cant, 000 10106 4.P 0C"t 1115 (',.47.97061 w 791 r'6. SiXJ7R 71(91173. OtJ&73 0 000C Earn sE /tE 1907 T� 537 lc LA 1 • (4.. 4,.4* PRC Di7CT COH'1101 0005(091 131111.0 0000 00e1711410E O70l77 .CCFP70NCE .0. 0 5 . I 14:1 FLANGED W/ .3/16T OR 3/16A GLASS nth: ALUMINUM SINGLE HUNG WINDOW (TG - S4d.: 58.4151: 0.0•�nq 912 NTS • ' 2 � 2736 — MAX. FIXED LITE 2.1 29" MAX. HEIGHT VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT OP =NING MAX. DAYLIGHT OPENING INDUSTRIES Rnhcrl L. Clork, PE. PE 0397)2 1070 TECHNOLOGY DANE Structural NOKOMIS it 1 MAX. DAYLIGHT OPENING ' MAX. WIDTH HORIZONTAL SECTION P.O. 80X 1529 NOX0uIS. Fl 3 NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 13) FTL -2950, 3/16 ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALL4TIGNS PED.RAVN7 SECTIONS FROM SHEET 1 2 000" PAM/U(7 IONISED m temrlyhR,.1Ib rti,e+n. Uddln. Cede saagn..� 02.02 F.opIndo. Dot 7T1�p Ml. Da4,t Dlvbl..a Arcs CVE9 4S CGP0i. O s VTHFtrn'twOJlnl»;!w1 DATE }EP 34,7„c1 U� ISS41 I • - ,.4�.i• POOOIICT c0 l' 0I DI'+1SKCI DUlLDI.NG CODE dO4Pt4NCC CFFTCE F.CFPralCE N•3 C.1 n516 /0 .s/16 CLASS UIk ALUMINUM SINGLE HUNG //INDOW (TG -A) Cre.wn0 Nc 1'4 Seaa9/uo4e4 SH— 4000 S[ak- I Snee NTS i 2 e 8 2736 4 !6.000 Mn2, H(ICH7 33.007' 5 10 �u46 1445. 10010 53. -.4 710CD 1FTE 04"UCHT 01E0040 49.125 •++ 0 -- C(M(R61NE 01 0101.4 R,V6 - - - J 66.3. 7 (0 lfR DA7t1CM 0 3.,500 . 10. KM (1. 010003 ; 1..500' 1135. KM M 000102 4 0.175 • 64961. NIAM 37.000 FUIEC 1115 01'3.104 CPEN0IC 33000' 0 - - -- C(N1C66W( 0r 1.1EC7O.0 ItuL -- IUCH: 01 3) 975 411. (76 1: ( 04Y.ICM 0750 C 7e 000' M.X. 516(0 U7( oOGM 1800 50n0u Cr 5(571.0 0Nl 37 7/0' 54.3. 1554 01.1U0).1 0 0461. (7100 1110 HEIGHT IRCU Bonou OF 0E(70:C 31 l /e• FTL -2961 NON - IMPACT WINOOw, 1.) TEST REPORT, GL4ZING. MAXIMUM SIZE A FTL -2961, 1/8" ODIIBLE STRENGTH ANNEALED, 53.125 r 76.000 8) FTC -296J, t /8' 00✓8LC STRENGTH ANNEALED, 37,000 5 63.000 2.) SHUTTERS ARC REOU1RED AT A(L INSTALLATIONS .3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE /N MIAMI - DAD[ COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION 0E7AI15 FTL-2963 Robert L Clhrl(, PE. PE 939772 Structural INDUSTRIES ICOM•41U71V5451aLV5157OR: OLASSI 0SO4NNU1.40 4 76• )a' mode,. N•ls01 t6.o0o (4) 1160 6667 5647 5041 •3660 •70,00 .76.00 .7!•00 •75.00 77.00 -70.20 .75.00 • 7 0 .60 00. 10.67 56.07 00.67 56.67 56.67 56.07 16.07 16.67 51.67 30.375 (4) np .71.00 •71.00 •]5.00 47.00 50.50 463.50 41.50 45.10 046 5667 5050 53.00 47.50 65.00 43.20 10.678 ( 709 •57.40 4)1.60 413.10 40.00 090 50.67 60.67 30.67 00.17 4010 4130 40.50 31.70 10.60 6].000 161 5• .50.51 .45.27 40.02 .63.70 •0040 10.70 .35.70 •75.70 P.. 10.67 50.01 40.37 .4.03 43.70 40. 3670 33.70 30.30 7 (51 ^•9 l e °• 41.01 43.01 10.10 1610 30.13 1 1613 .31,04 33.04 4103 31.01 -1100 1 1104 -12.00 1100 .20.60 n 40 17,60 1 17.00 •1.10 5nn•0. 4000 11.535 ( 26 000 12) 20.009 (2) 33.000 13) 37.000 (3) 40.000 (3) LL000 (3) 4000 1 51.125 ( 5OW0MlIH6 44943.75 910 01.056: 051141101041.60 viL 3061 01,40.. 41611. 10.121 (2) 24.000 ( 26.040 (1) 33.000 13 I -75.00 37.00o (3) ( .71.00 *01.46., 0010 ,01 76.000 (4) n05 .73.00 .75.00 •7600 ee• 55.07 56.97 9091 51.111 5047 35.375 I.) 50.05 ( 3 ) 03.000 161 0061 00. 1109 POO 57.0 Pe' •75.00 5601 .75.00 309) •60,40 55.0] .15.00 10.07 •70.00 50.57 •15.00 56.67 .75.00 59.11 06.6 -70.00 60.57 .16.50 16.50 41.00 7 .57,40 50.67 50.00 (0.90 .50.10 3610 1 45.60 45.50 43.70 000740A710*E 4494175 5 040764 1 1 Nun4M0 In I ecre,10e5•6 0-0. el 01/{,007[ 714_460. 2.) 14.901106 0•5561 6044. 0.504 en 0.rne•...10e M4y.l• 600 010+0 1.64 4574 8 540. 3 .1 5o.11F0 0..1 66.0. 0404 04 C6400400 4.4/010 end 001.. 701e. 000000 . 4.) 941+06000 ere for 010 terser, or 3.1 Topeone. (513 560.45 0.67 00 110 0405064 et 460'.1 5.10400n 400 157 5. N.,, 04.4 comer 407100 .nm. et. 0111•.. 5140 05.4400eg ••0. M0. 000. 50erloe et )5• e1 twee@ ens 30 .1 need 444 all1. 1/8 GLAZING DETAIL am'" 0r F. K. 0. steelier.: nor: Re.7d a7 'Oote R7.5a.r F. K. I8 /J I / I REORAW N 0o'e 4/78/0) FLANGED IV DS8 GLASS PRODUCT 11F. v 704076.106 •116 164 570 7,). 0610101 Cod@ 40<rM @041 Ned 2-6 12. E.P1nlloo Dale 4,11c • 16 M(. 4 074061 / "°`y 4.17110403. ,3 C 540"7640 1.1 7,er 3061 Ft041. 14 016L30C 000E O. rE S C L_�___ S c 2001 B7 I 0 Ncl. 0 71E 11CT MINYA a �o'.i 3 BUI LOING (OCR CCNh3W CF O4F7C E •CCEP FAOICE 40 01 - C' l�•1� ;ALUMINUM SINGLE HUNG WINDOW (TG - -A) S.oeo /Mee.• State' Peel. 0.o. •S No f Re+ 1 070 TECHNOLOGY ORNE P.O. 901 1529 III 0.000415, FL 34275, NOKO4 :S. F7 3427. SH - 4 000 NITS 3 of i3 27.35 A MAX. HEIGHT MAX. FIXED LITE 2.129" VERTICAL SECTION MAX. FIXED LITE. DAYLIGHT OPENING MAX. VENT DAYLIGH" OPENING Rebcrl L. Clark PE PE 139712 SIructuraI INDUSTRIES MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION O,o 1070 TECHNOLOGY 05N[ P.O, BOK 1529 NOKO415, R 34275 . NOKOMIS. Fl 3127 a. ae (11. F. K Dale: 8/J1/1 9y Dal.. K 4/18/01 sc�../ueo.o SH -4000 NON - IMPACT WINDOWS 7 TEST REPORT,. GLAZING, MAXIMUM SIZE A) f7L -2967, 7/8" DOUBLE STRENGTH ANNEALED, 5.3. 125 x 76.000 B) FTL - 2963, ;/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.1100 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS PRODUCT kl:V'Ij,. ; u rompyinr +id, l5c Plana. 0uldlny Cody Ara'paou Nn 02.0 C2.0Z E.Plrvrla. M6 i e<A.Prods, Cooled EIStAb RE0.8AWN 2.000" AoP9O ED AS CC110.11.3 w'il+ n,E SOIJT+r rIO110A FO:L Jr, OOOP Dec 5.4 '&1,0001 By I SL . Lt,a .l Pe 00x0 c CM5ld4 9 P1C AfG cOCE CCa1PLUNLE Orr,r_E •:CEPTAKE NO Of -051(1'10 SECTIONS FROM SHEET 3, 1/8 GLASS ALUMINUM SINGLE HUNG V! ;NDOIVv (TC-A) i NTS 4 n1 i 273E `p.; 26.000 ( 30311 (4) 10.710 (5) ne6 P .es ' P4. Peg 1.00 •1.00 1467 .10.10 5148 .20.10 10.70 -75.00 1457 .14.40 10.48 45.01 21.31 4'5.00 1007 44.40 3146 -33.00 31.70 40.70 85.117 40.00 4000 43.00 31.30 43.70 6067 40.10 30.20 -35.00 31.00 41.10 01.1.7 4.00 3.00 41.10 31 40.50 55.67 40.30 30.30 .20.70 30.20 -17.60 1167 4'7.70 27.70 41.70 20.10 r 7. 0(rCM 90 10.750' 117001 6.404. 700000' O - - - CCNTERLwC Or 41((7700 RNL - - f X .446. 441D00 53.155' 4464. 78.10 L1R 04•113017 00(902.0 45.1:3' y4 • W.Y. VINT OA117C01 01(141 10.000' W.Y. 4707)4 37.000 - 147. 70(0 lIR 0*711011 09(0101 33000' 3(141 0 00(310*( 32 000 1001. fS(O Ur[ 030140747 0000.0 30.750' VAX. .(17 0011.1C40 01041.16 20.750' 2.S. 111(0 )31( 0(7001 /RN 11070. Or .(('0.w( ANL 23 7 /6 - - -- COO [RUNE Or 4(/00( 1.4:'. - - - 141.0 /TM 3491(00 31.3 3433070 31. O 13K 09(■1.0 73. 009.7 01 75' FTL -2962 .v. r01(3 LP( 1(51247 170• 3079014 01 .(C11NC RAL 34 7/2' FTt -2964 tt Robon L. Cl ark. P.E. PE 039712 Slru(IDr31 (6M AN6L5117 1001 Win0.44 1110711 10.101 (2) 24000 [2) 21.000 (2) 22.600 (3) 37.000 (5) 00.000 (1) CO) (3) 40000 (3) NON - IMPACT WINDOW'S 1.) TEST REPORT, GLAZING, •UX)MUM S+ZE A) F7L -2962. 3/32' SINGLE STRENGTH ANNEALED, 53, 25 ;8.750 8) FTL -2954. J /32 SINGLE STRENGTH ANNEALED. 37.000 r 70.000 2.) SHUTTERS ARE REOVIRCV AT ALL INSTALLATIONS 3.) 'PRESSURES UNDER 40 PSF ARE NOT APPLICAOLE (N cur/( - DADE COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS 07.111 ( 41.00 6103 •26 .00 - .630) 71.50 );OMPARATIV( ANALYSIS POR1 Window 50630 15.120 (7) 14.000 (2) 26.600 (2) 21.000 (31 26.000 14) 0• 00. .11.00 .73.00 .71.00 44.30 37.000 (3) 40.26 30.370 ( neg Pet ■6.47 50.57 5107 3607 60..57 GLASS: 660ANP4SALEO 71 . 2064 .71.00 47.00 48.70 46.00 •76.30 6167 3467 30.36 104860* 6011271 10.601 ( 0.0 9.. .43.50 -15.10 .80.00 4.10 •36.40 34.67 66.10 60.00 42.60 3640 03.000 1 34 0 1 0•• -40.74 46.70 .41.00 41.15 43.70 35.70 •4411 4440 64.57 4600 •31.70 31.10 70.000 (0) 1. 7 7. 4.40 •3.40 •0.0.4 .37.11 •31.00 .3 5.( 0 20.04 17.10 32.50 15,10 C0611.41)A71V0 6314116 1 001013: N 741.60.. 1. (15er.nn 44. 40434117 41 IMO 0 647_ 41700 1.) Npa7M4 001153 1.040. M Ce3tp.re11.e Me+y.l. 041.4 0,4.. 7470• 4414 ( 1300. 3.) 904111.0 004157 LAPS. On064 03 C6...0b011.0 48077.14 and 04e1u 7•4, e•.4ur.. 4) 043oben ere 14.010 .crow. Or LW Tame.. tail .770.7 en s/ M 10..55 I nst. od of 410•.) 5.) a hers 3.00' 7.1155 from ••on 44770. end 1.00» m.a. on •0370 .144 of #44•.7.3 r.1r. 1.044 03150 .4441..4 •1 113 •11•)40• end 30' a. bad 47d .111. 3/32 GLAZING DETAIL INDUSTRIES O•.cn#l.on• 1070 TECC- 11701.007 oak. P.O. 1300 1521 0010445, 17 34275 3000605. 4. 34274 011 SS. 500 40044450 wl 0•15111 Pev.l By. 001. F.K. 8/31/1 010.7 F.K. 4/18/07 Pr.:tien4: REDRAWN FLANGED w/ SSB GLASS 7 N. Sean /uode0 SH - 4000 50048: NTS Sneer 5 0. 8 1 Hl V11E1) 03 1am)1)la2.LA the )11704 1101,11.0(0.14 41007p44507 00 02-0302. ()1 F. .Plnlloo Odle B Ml., ) D.4. Prtd.,, Ced.rol 71. 30.41 APPROVED A S CCi4P(YI2A7 0.6711 71{E 007570 0.011104 6uA57 80002 Dot Sd 4 BY k )3a ° t 1 . ( L17.,J_ 9000) ,7 CONRiOL 14854171 BOIL DING COOL 104001 707,E CE F1 ACC3P7ANCE70 C31 -101) .' 0.0 ALUMINUM SINGLE HUNG WINDOW (TC -A) Ora.30 N0 2736 1 `' r r MAX. FIXED LITE I1 • MAX. HE VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX. VENT DAYLIGHT 02 =NINE Rohm 1. Cl. `Irk. ?E. PE 139712 ?I-vet vrol MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING ^ , MAX. WIDTH HORIZONTAL SECTION NON—IMPACT WINDOWS 1 1 ) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED 8) F7L 2964, 3/32' SINGLE STRENGTH ANNEALED 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS Ora.,, eh.. cerr;ol;or. F. K. Reno M F. . K. Ode 1070 TECNPOLOCY ORNE P 0. 80) 1529 Sn <e/leedr+ NOKOMIS, Fl 34275 .NOKOMIS, FL 04274 5H- 4/18/01 2.000" V 53. '25 x 48. 7 50 , 37.000 Y 70.000 rummer ■1EYI$:0 m mmM■lal' with the Flo,1d. Ouldlnp Code A enpl.are Na 0002.02 €aplralha Ill M b r !!! Cn '' a T77 i, �� , 1/1 • asmCUrD ♦SCOM0E1uG w11 t.E soon+ F10R104 50.,0'4C 0002 NYE yy \ \. LL. �,1_ MOAT C0441140. cr scox OUIdNC CODE &04e3 (X !KS e[t rrilKfENG Q I - 0 5 1 6 �C Oale• Ren 8/3 I/ REDRAW") SECTIONS FROM SHEET 5, 3/32 GLASS ruc ALUMINUM SINGLE HUNG WINDOW (TC - -A) seal.: Sal: O+o.•aq .4a. R•+ NTS l ee 6 o18 2730 A FLANGED FRAME JAMB 62705 6063 -T6 TEAM PLASTICS FIXED MEETING RAIL 6534521 6063 -T6 534521 SCHLEGEL F57979 -;87 18 BALANCE TAKE -OUT CLIP 6 'SASH TOP RAIL 6534522 6063 -16 534522 7 SASH BOTTOM RAIL 6534523 6063 -T5 53452J 8 SASH SIDE RAIL 65J4524 6063 -16 534524 9 SASH STOP 66387 6063 -T6 AF -6387 10 SASH CAM INSERT (L.H. & R.H.) 42800 PCT 05 -200 11 /8 x .750 QUAD PAN HEAD SMS 17834PA SPENCER OR = 16 WEATHERSTRIP, .187 x .270 FIN 61062 TEAM PLASTICS FS7926 -187 1 7 WEATHERSTRIP, .187 x .200. FIN 67919 SCHLEGEL F57979 -;87 18 BALANCE TAKE -OUT CLIP 712IUM CALDWELL 19 SILICON GLAZING SEALANT 62899 DOW, GE G,R EQUAL 20 SS8 3/32" ANNEALED GLASS 21 OSB 1/8' ANNEALED GLASS 21 SS8 & DSO GLAZING 8E40 65200 I FLORIDA SCREEN OR = 05 -200 23 3/16" ANNEALED GLASS 1 .609 10 HEAD EXTRUSION j3 JAMB EXTRUSION 1.160 2.000 062 .500 4 -I 1.369 —=-- 2.129 —�-I - - Fs 2 2.000 it_ ! 1 462 — i� --°-+ 1.963 .976 V i .062 —�- 1.896 SASH TOP RAIL EXTRUSION REFERENCE TEST REPORTS: F7L -2959, FTL -2960, FTL -2967 FTL -2962, FTL -2963, FTL -2964 ITEM DESCRIPTION PGT # VENDOR FLANGED FRAME HEAD 62703 6063-16 2.600 .062 .063 750 1.020 3 --ir kejl ,_ .062 1.010 .�- -a-I -- .926 1 582 ® STANDARD MEETING RAIL SASH BOTTOM RAIL EXTRUSION 2.10E 050 .500 1—�— 2.056 O2 SILL EXTRUSION Roben 1.. Clark, RE. PE 1139712 Slruelural 2 FLANGED FRAU( SILL 12 WEATHERSTRIP VINYL BULB W /LEAF 6TP249 13 SWEEP LATCH 14 /8 x .625 PHILLIPS FLAT HEAD SMS 71096 MINIATURE DIE CASTING - 7858 SPENCER OR = 15 BALANCE 2 3/76 TEMPERED GLASS 25 26 27 3/16' GLAZING 9EAD 65196 18 x 1.000 OUAD PAN HEAD SMS I" x 1.5 OPEN CELL FOAM PAD 781 PO 28 SCREEN ASSEMBLY FLORIDA SCREEN OR = SPENCER 00' = SASH SIDE RAIL EXTRUSION INDUSTRIES 562 1 I � 1 187 720 Oro.n 9r. FK. De aeOPYOnr Tale: 1070 TECHNOLOGY ORNE P.O. BOY '519 NCKOUIS. FL 34275' NOK0unS. 'L 34274 62704 e.+e By. DoT.. F.K. 8/37/1 Dole 4/18/07 6063 -T6 TEAM PLASTICS PHODUCT I7EVJSED a eomp17L+K with Tee Floeids nWJInQ Code x«.plee . hn OZ .925 E.eMe.e tw a OG Re +ifione REDRAWN PROFILES & PARTS LIST nY M W I 0.4. Pmduel Cee VENDOR 1 1, TP -249 P01.2 14.XX 05 - 796 . DPROK'D , LS CGIMn43 04 NE SCUT11 FLOPoa OLRDx6 0002 DATE SRlyj 0 2ce 1 er 1 44•L•V1 • (4»yd PRODUCTCOHTAOLOMSAM 0L✓:LC✓eG !ODE Comet N.CC orOCE lreq.irp[E 40 DI -01 IG ALUMINUM SINGLE HUNG N/NDOV/ (TG -A) se SH - 4000 NTS sneer. 7 8 2736 I Re TYPICAL HEAD CONFIGURATIONS NOTES. I.) REFERENCE TEST REPORTS: FTL -2959, Fri— 2960, FTL -2967, F7L -2962, FTL -2963, F7L -2964 2.) ANCHORS ARE {'10 SCREWS OR J /16" TAPCONS. (/12 SCREWS MAY BE USED INSTEAD) m 3) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5 MAXIMUM ON EITHER SIDE OF MEETING RA. rcr ural MAXIMUM ANCHOR SPACING OF 16" AT JAMBS AND 20 AT HEAD AND SILL. D' Robcrt L. CIo k. P.E. PE 09712 TYPICAL SILL CONFIGURATIONS INDUSTRIES TYPICAL JAMB CONFIGURATIONS Onoon /I0 PANHEAO OR /12 PANHEAO Oe rc,o n on : rlb: F. K. 1070 1ECMrlOLOCY ORNE P.O. BOY 1529 NOKOU6, FL 30275 NOKOMIS. FL 3427. .250 MAX. Fevsd O>. D on. F.K. 8/31/1 Dole:4/ 18/01 5enes /momrr: SH -4000 .250 -- —I 1.2 PIl4U.CT REVISED no complying milli tM Florida DuWIPe Caar Accaprnoa No 0 L' 0702_. Esplrolloa DoteQ(x 8y �i� /.4Btir -*5 Mb Dods Ruck t Comm! DMdm ANCHORAGE DETAILS Paws:cns: REDRAWN 5c Mc NTS SNeel: P 2 x W000 ALUMINUM SINGLE HUNG -WINDOW (TG -A 8 0/8 HUCK APPROVED AS C014PLYING WTTFI THE 50UT1 ROMA eon OCOe DATE 5ertEM6Er_3o ie.ol By 19. 1. T ` 4 0.. r 1.. pROOUCT GOI`OTRIX DMY.OR BUILONO COOS COMPtIAnCE OFFICE ACCEPTANCE NO 0 1 - I(•7 0 O.a.rnq No. 2736 Poi M1AMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 Miarni Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staled 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 nght 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 resents the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "C -700" Outswing Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 330, titled "Aluminum Casement Windows ", sheets I through 9, dated 2/12/97, with revision G dated 7/26 /02, prepared by manufacturer, 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. MISSILE I,MPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturers 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 matenals, 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 replaces NOA # 02- 0423.09 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MI AMI -DA DE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0806.05 Expiration Date: April 16, 2006 Approval Date: July 24, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 330, titled "Aluminum Casement Window ", sheets 1 through 11, dated 2/18/97, with revision G dated 7/26/02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC. PA 201 -94. 6) Cyclic Wind Pressure Loading Test, per SFBC, PA 203 -94. along with installation diagram of an XOX configuration 120" wide by 64" high Series C -700 aluminum casement window glazed with 3/16" annealed Senrryglas, prepared by Fenestration Testing Laboratory report No. FTL -1517 dated January 22, 1997, signed and sealed by Gilbert Diamond, P.E. 2. Test reports on: 1) Uni form Load Static Air Pressure Test, per SFBC, PA 202 -94. 2) Water Resistance Test, per SFBC, PA 202 -94. 3) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of an XX configuration 74 -1/2" wide by 76" high Series C -700 aluminum casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -1518 dated January 13, 1997, signed and scaled by Gilbert Diamond, P.E. 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5, along with installation diagram ofa 74 -1/2" wide by 76" high Series C -700 aluminum casement window glazed with 1/8" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -1519 dated January 13, 1997, signed and sealed by Gilbert Diamond, P.E. E -1 Man el Pe • .E. Product Control ' xa er NOA No O .05 Expiration Date: April 16, 2006 Approval Date: July 24, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) 4. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Small Missile Impact Test, per SFBC, PA 201 -94. 6) Cyclic Wind Pressure Loading, per SFBC, PA 203 -94. along with installation diagram of an XOX configuration 120" wide by 64" high Series C -700 aluminum casement window glazed with 1/4" tempered glass, prepared by Fenestration Testing Laboratory report No. FTI; 1520 dated January 22, 1997, signed and sealed by Gilbert Diamond, P.E. 5. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94. 2) Uniform Load Static Air Pressure Test, per SFBC, PA 202 -94. 3) Water Resistance Test, per SFBC, PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of a 120" wide by 64" high Series C -700 aluminum casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -1535 dated January 13, 1997, signed and sealed by Gilbert Diamond, P.E. 6. Test report on: 1) Large Missile Impact Test, per SFBC, PA 201 -94. 2) Cyclic Wind Pressure Loading Test, per SFBC, PA 203 -94. along with installation diagram of an XOX configuration 120" wide by 64" high Series C -700 aluminum casement window glazed with 3/16" annealed Sentryglas, prepared by Fenestration Testing Laboratory report No. FTL -1156 dated April 19, 1995, reissued October 3, 1995, signed and sealed by Yamil Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis prepared by PGT Engineering dated 9/21/01 , signed and sealed by Robert Clark, P.E.. 2. Comparative Analysis, dated 4/18/02 and revised on 7/29/02, signed and sealed by Robert Claris, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 96 0904.07 issued to E.I. DuPont DeNemours for "SentryGlas Series 457 Laminate Glass" dated 04/24/97, expiring on 04/24/00. F. OTHER I. Notice of Acceptance No. 02- 0423.09, issued to PGT Industries for their Series "C 700" Outswing Aluminum Casement Window - Impact, app ed . 05/23/02 and expiring on 04/16/06. E - 2 P.E. Product Con, of E miner NOA -0806.05 Expiration Date: April 16, 2006 Approval Date: July 24, 2003 76" MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) 64" MAX. 35.653 37.25" 37.25 " MAX. --- X 74 5" ® 76 MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) Gt1 �—I i XOX 1 62 5" 74.5" MAX. 26.125 Robert L. Clark, P.E. PE 139712 Str ulurel XX Vc1 74 5" - r ■ INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 NON - IMPACT WINDOWS ( X AND XX CONFIGURATIONS ) 1.) GLAZING: DSB, 3/16" ANNEALED, 3/16" HEAT — STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: X,XX J.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSI5 TABLES ON SHEETS 5 & 6. 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER XX CONFIG: 2 ANCHORS 4 APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI — DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL -1518 & FTC -1519 NON - IMPACT WINDOWS ( XOX CONFIGURATION ) 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: M1AM1 —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: F71-1520 & FTC-1535 Revd By: F.K. Rewtl Bi' F.K. Real By L.T. Revd ay: F.K. Drown By: R.S. t1ae: FRONT VIEWS, ELEVATION, NON— IMPACT Deo: Ooto: 6/9/03 7726/02 Date: 4/18/02 9/7/01 2/12/97 Rs iskns: H —NO CHG THIS SHT G-NO CHG THIS SHT Rovfolone: F — COMP. ANALYSIS Awls:ono: E —COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Plt(.,Il1Cf REVISED sempylgl web tee Fle.idn 6erIdba Cods No Dale Sarkm /Model: Soot: Shoot Dewing Na. C -700 NTS 1 „ 9 330 - !::x:•. herded Came! Roy: --il \ / 1 N/ 1 '. Cri _., 55.187" MAX. FIXED LITE DAYLIGHT OPENING 171" 1 /AY [._ 28.875" MAX. VENT WIDTH 76" MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) 64" MAX. 35.653 37.25" 37.25 " MAX. --- X 74 5" ® 76 MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) Gt1 �—I i XOX 1 62 5" 74.5" MAX. 26.125 Robert L. Clark, P.E. PE 139712 Str ulurel XX Vc1 74 5" - r ■ INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 NON - IMPACT WINDOWS ( X AND XX CONFIGURATIONS ) 1.) GLAZING: DSB, 3/16" ANNEALED, 3/16" HEAT — STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: X,XX J.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSI5 TABLES ON SHEETS 5 & 6. 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER XX CONFIG: 2 ANCHORS 4 APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI — DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL -1518 & FTC -1519 NON - IMPACT WINDOWS ( XOX CONFIGURATION ) 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT STRENGTHENED OR TEMPERED, 1/4" TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: M1AM1 —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: F71-1520 & FTC-1535 Revd By: F.K. Rewtl Bi' F.K. Real By L.T. Revd ay: F.K. Drown By: R.S. t1ae: FRONT VIEWS, ELEVATION, NON— IMPACT Deo: Ooto: 6/9/03 7726/02 Date: 4/18/02 9/7/01 2/12/97 Rs iskns: H —NO CHG THIS SHT G-NO CHG THIS SHT Rovfolone: F — COMP. ANALYSIS Awls:ono: E —COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Plt(.,Il1Cf REVISED sempylgl web tee Fle.idn 6erIdba Cods No Dale Sarkm /Model: Soot: Shoot Dewing Na. C -700 NTS 1 „ 9 330 - !::x:•. herded Came! Roy: REFERENCE TEST REPORTS: FTL -1518, FTL -1519, FTL -1520 & FTL -1535 31.625" DAYLIGHT OPENING MAX. (24.375" FOR 1 4" TEMPERED) 55.187 DAYLIGHT OPENING MAX. 120.000 MAX. SECTION C — 36.125" (28.875" 74.50" MAX. (60" MAX. FOR 1/4" TEMPERED) SECTION 0 -0 31.153" DAYLIGHT OPENING MAX. (23.9" MAX. FOR 1/4" TEMPERED) 35.653" (28.4" MAX. FOR 1/4" TEMPERED) 37.250" MAX. (30" MAX. FOR 1/4" TEMPERED) SECTION E -E //0 Robert L Clark, P.E. PE ( Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, PL 34274 MAX. FOR 1/4" R.wd Dr: F.K. Rowel By F.K. Roved Br L.T. Roved Br: F K. brown Br R.S. Dote: 6/9/03 772 6/02 Dote: 4/18/02 h : 9/7/01 Dew 2/12/97 Svkm/Modet• C -700 Scale: NTS 28.875 TEMPERED) R.w.elone: H— REMOVE 3/16 SG 457 e CHG THIS SHT Revisions F — COMP. ANALYSIS Revisions: E — COMP. ANALYSIS PRODUCT REVISED co eem log trIth the Plaido Balding Cede Aecedteate No Expiration Dm HORIZONTAL SECTIONS TRIe: ALUMINUM CASEMENT WINDOWS Sheet: 2 or 9 Drawing No. 330 Rev: H 76.00 MAX. (64" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) .250 MAX. SHIM SPACE SFCTION A —A 70.00 DAYLIGHT OPENING MAX. (58" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) .250 MAX. SHIM SPACE REFERENCE TEST REPORTS: FTL -1518, FR-1519, FTL -1520 & FTL-1535 64" MAX. DSB GLAZING OPTION SHOWN .250 MAX. SHIM SPACE 1 SECTION 8 -8 58.375 DAYLIGHT OPENING MAX. GLAZING OPTION: 3/16" GLAZING OPTION: 1/4" Robert L. Clark. P.E. FE #39712 Structure! INDUSTRIES 1070 TECHNOLOGY DRAT NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rowe 9y- F.K. R - Rand By. L.T. Roved By. F.K. Dot.: 6/9/03 ";26/02 Dour: 4/18/02 to: 9/7/01 Drown By R.S. 2 DoscAption: VERTICAL SECTIONS T7tlo: ALUMINUM CASEMENT WINDOWS Sertos/Nodel: C -700 Scota: NTS Ro.:sions: H— REMOVE SG 457 G —NrCHG THIS SHT Ro.4olorro: F — COMP. ANALYSIS RaoMi mi: E — COMP. ANALYSIS Shoot: 3 of 9 PRODUCT REVISED m complying with toe Florida sC.c.& Amputee ee No 6tpirodoe Doto Droving No. 330 Po, H 1 .250 MAX. SHIM SPACE COMPARATIVE ANALYSIS FOR: 3116" HEAT STRENGTHENED GLASS CONFIGURATION: X FTL -1518 WINDOW WIDTH WINDOW HEIGHT 28.00012) 38.375 (3) 50.625 (4) 63.00015) 76.00016) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -135.0 104.0 -135.0 104.0 -135.0 104.0 -104.6 104.0 - 84.1 84.1 20.000 (2) -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100.6 -81.0 81.0 24.000 (3) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 28.500 (3) -98.8 98.8 -98.8 98.8 - 98.8 98.8 -81.1 81.1 - 64.3 64.3 30.000 (4) -78.5 78.5 -77.1 77.1 - 77.1 77.1 -74.2 74.2 -58.4 58.4 32.000 (4) -70.2 70.2 -67.8 67.8 -67.8 67.8 -67.8 67.8 -55.7 55.7 34.000 (4) -63.5 63.5 -60.0 60.0 - 60.0 60.0 -60.0 60.0 -53.3 53.3 36.000 (4) -58.0 58.0 -53.5 53.5 - 53.5 53.5 -53.5 53.5 -51.2 51.2 37.250 (4) -55.0 55.0 -50.0 50.0 - 50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR' DSB GLASS CONFIGURATION: X FTL -1519 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 13) 50.62514) 63.000 (5) 76.00016) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -75.0 75.0 -69.0 69.0 -56.7 56.7 -52.1 52.1 -49.2 49.2 20.000 (2) -75.0 75.0 - 64.2 64.2 -50.8 50.8 - 46.8 48.8 -43.2 43.2 24.000 (3) -75.0 75.0 - 54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 26.500 (3) -75.0 75.0 -51.6 51.8 -38.1 36.1 -26.7 26.7 -22.8 22.8 30.000 (4) -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 32.000 (4) -56.2 56.2 -48.7 46.7 -33.8 33.8 -25.4 25.4 -18.6 18.6 34.000 (4) -50.8 50.8 -44.7 44.7 -33.4 33.4 -25.4 25.4 -18.5 18.5 36.000 (4) -48.4 46.4 -42.8 42.8 -32.7 32.7 -25.0 25.0 -18.8 18.8 37.250 (4) - 44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 -18.9 18.9 COMPARATIVE ANALYSIS FO R: 3116" ANNEALED GLASS CONFIGURATION: X FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000,(2) 38.375 (3) 50.625,(4) 63.000 (5) 76.000 (8) NEG POS NEG POS' NEG POS NEG POS NEG POS 19.125 (2) -120.0 104.0 -120.0 104.0 -120.0 104.0 -104.6 104.0 - 84.1 84.1 20.000 (2) - 120.0 104.0 - 120.0 104.0 - 120.0 104.0 - 100.8 100.8 - 81.0 81.0 24.000 (3) -120.0 104.0 -108.4 104.0 - 83.4 83.4 -71.6 71.6 -68.6 66.6 26.500 (3) - 98.8 98.8 -92.7 92.7 -69.6 69.6 -57.9 57.9 -52.6 52.6 30.000 (4) -78.5 78.5 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 32.000 (4) -70.2 70.2 -87.8 67.8 -55.7 55.7 -43.1 43.1 -36.1 36.1 34.000 (4) -63.5 63.5 -60.0 80.0 -53.2 53.2 -40.1 40.1 -33.2 33.2 36.000 (4) -58.0 58.0 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 37.250 (4) -55.0 55.0 - 50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: 1I4" TEMPERED GLASS CONFIGURATION: X FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 12) 38.375 (2) 50.62513) 83.000 (4) 64.00014) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -135.0 75.3 -135.0 75.3 -132.3 75.3 -97.5 75.3 -95.5 75.3 20.000 (2) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 24.000 (3) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 26.500 (3) -98.2 75.3 -98.1 75.3 -96.1 75.3 -80.9 75.3 -79.0 75.3 30.000 (3) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 X OR X jNOTF• NUMBERS IN 11 PARFNTHESFS ABOVE ARF MINIMUM QUANTITY OF ANCHORS PER SIDE, Robert L dark. P.E. PE 0 39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOYIS, FL 34274 Reed 9, F. K. FK Read Or L.T. Roved 9y F. K. ao.e 9r R.S. gym: 6/9/03 7)26/02 Dater 4/18/02 to: 9/7/01 2212/97 Ra nionv: H -NO CHC THIS SHT 6-I a CHG THIS SHT Re•+sbne: F - COMP. ANALYSIS Re ldor a: E - COMP. ANALYSIS Sorioa /Yodel: Scab: Shoot C - 700 NTS 4 a1 9 PRODUCT REVISED tit with Du Floret eaalag Cad= Atesistaset No Erpirstloa Dots boc ription: COMP. ANALYSIS - NON - IMPACT X ALUMINUM CASEMENT WINDOWS Oro.bq No. 330 Rer. COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED CONFIGURATION: XX FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 52) 50.62553) 63.00054) 76.000 (5) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -135.0 104.0 -135.0 104.0 -135.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (6) -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -135.0 104.0 -135.0 104.0 -126.8 104.0 -96.9 96.9 -77.7 77.7 48.000 (6) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 50.000 (6) -111.0 104.0 -111.0 104.0 -111.0 104.0 -84.6 84.6 -67.3 67.3 53.125 (8) -98.4 98.4 -98.3 98.3 -98.3 98.3 -80.9 80.9 -64.1 64.1 60.000 (8) -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 58.4 72.000 (10) -58.0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 74.500 (10) -55.0 55.0 - 50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION: XX FTL -1519 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 52) 50.62553) 63.00054) 76.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -75.0 75.0 " -72.9 72.9 -61.7 61.7 -56.8 56.8 -56.0 56.0 40.000 (6) -75.0 75.0 -64.2 64.2 - 50.8 50.8 -46.8 46.8 -43.2 43.2 42.000 (6) -75.0 75.0 -59.9 59.9 -48.8 46.8 -41.3 41.3 -37.5 37.5 48.000 (6) -75.0 75.0 - 54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 50.000 (6) -75.0 75.0 -52.9 52.9 -37.4 37.4 -28.2 28.2 -25.3 25.3 53.125 (8) -75.0 75.0 -51.6 51.6 -36.1 36.1 -26.8 26.8 - 22.7 22.7 60.000 (8) -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 72.000 (10) -46.4 46.4 -42.8 42.8 -32.7 32.7 -25.0 25.0 -18.8 18.8 74.500 (10) -44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 -18.8 18.8 COMPARATIVE ANALYSIS FOR: 3/16" ANNEALED GLASS CONFIGURATION: XX FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 52) 50.62553) 63.00054) 76.00055) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -120.0 104.0 -120.0 104.0 -108.6 104.0 -96.9 96.9 -77.7 77.7 48.000 (6) -120.0 104.0 -108.4 104.0 -83.4 83.4 -71.6 71.6 - 66.6 66.6 50.000 (6) -111.0 104.0 -101.6 101.6 -77.9 77.9 -65.4 65.4 -80.0 80.0 53.125 (8) - 98.4 98.4 -92.4 92.4 -69.3 69.3 -57.6 57.8 -52.3 52.3 60.000 (8) -78.5 78.5 - 77.1 77.1 - 58.9 58.9 -47.0 47.0 -40.5 40.5 72.000 (10) - 58.0 58.0 -53.5 53.5 - 50.8 50.8 -39.1 39.1 -31.6 31.6 74.500 (10) -55.0 55.0 - 50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: 1/4• TEMPERED GLASS CONFIGURATION: XX FTL -1520 WINDOW WIDTH WINDOW HEIGHT 28.00052) 38.375 (2) 50.625 3) 63.000 (4) 64.00054) NEG POS NEC POS NEG POS NEG POS NEG POS 37.000 (6) -135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.6 75.3 40.000 (6) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 42.000 (6) -135.0 75.3 -135.0 75.3 -126.1 75.3 -91.8 75.3 -89.9 75.3 48.000 (6) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 50.000 (8) -108.0 75.3 -108.0 75.3 -108.0 75.3 -83.2 75.3 -81.3 75.3 53.125 (6) -95.7 75.3 -95.7 75.3 -95.7 75.3 -80.8 75.3 -78.9 75.3 54.000 (6) -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 60.000 (6) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 XX [NOTE: NUMBERS IN (1 PARENTHFSFS ABOVE ARF MINIMUM QUANTITY OF ANCHORS PER SIDE, Robert L park. P.E. PE 039712 Structural ji lfr INDi1 TRIES /070 TECHNOLOGY ERNE NOKOMI5, FL 34275 P.O. BOX 7529 NOKOMI5, F1. 34274 L' 7,6/02 Oote: 4/18/02 9/ 7/0 1 CHG THIS SHT Ro talon: F - COMP. ANALYSIS Rovfalena: E - COMP. ANALYSIS Rowel RY F. K. Roved 9 Rewd Br L.T. Raved B F.K. Dro,,, Br. R.S. DeaaARt/on: COMP. ANALYSIS - NON- IMPACT XX rgJo: Oato: 6/9/03 Dots: 2/12/97 Rariabna: H -NO CHG THIS SHT ALUMINUM CASEMENT WINDOWS Smiea/Ycdd: Saab: Shoot: C - 700 NTS 5 ar 9 PRODUCT REVISED m eoambiog with the Florida Dead*/ Cade �...,. . -, Dora . _ ,•. q /%i ..... . Droving No. 330 COMPARATIVE ANALYSIS FOR 3116" HEAT STRENGTHENED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.375 50.625 3) 63.000 4) 64.00054) NEG POS NEG POS NEG I POS NEG I POS NEG POS 60.000 (10) -135.0 104.0 -120.6 104.0 -81.8 81.8 -61.8 61.8 -60.6 80.8 72.000 (10) -111.1 104.0 -111.1 104.0 -73.0 73.0 - 54.2 54.2 -53.1 53.1 74.000 (10) -105.2 104.0 -105.2 104.0 -71.9 71.9 -53.2 53.2 -52.1 52.1 84.000 (11) -81.6 81.8 -81.6 81.8 -67.3 67.3 -49.0 49.0 -47.9 47.9 96.000 (11) -62.5 62.5 -62.5 62.5 -62.5 62.5 -45.3 45.3 -44.3 44.3 106.375 (12) -50.9 50.9 -50.9 50.9 -50.9 50.9 -43.1 43.1 -42.1 42.1 108.000 (12) -49.5 49.5 -49.4 49.4 -49.4 49.4 -42.8 42.8 -41.8 41.8 111.000 (12) -46.9 46.9 -48.7 46.7 -46.7 46.7 -42.3 42.3 -41.3 41.3 120.000 (13) -40.7 40.7 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 COMPARATIVE ANALYSIS FOR: 114" TEMPERED GLASS CONFIGURATION: XOX FTL -1520 WINDOW WIDTH WINDOW HEIGHT WINDOW HEIGHT 26.000 (2) 38.375 52) 50.625 S3) 63.000 (4) 64.000_0) NEG POS NEG POS NEG POS NEG POS NEG POS 60.000 (10) -135.0 75.3 -135.0 75.3 -135.0 75.3 -115.8 75.3 -113.6 75.3 72.000 (10) -135.0 75.3 -135.0 75,3 -135.0 75.3 -101.6 75.3 -99.5 75.3 74.000 (10) -135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.8 75.3 84.000 (11) -135.0 75.3 -135.0 75.3 -126.1 75.3 -91.8 75.3 -89.9 75.3 98.000 (11) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 106.375 (12) -95.5 75.3 -95.4 75.3 -95.4 75.3 -80.8 75.3 -78.9 75.3 108.000 (12) -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 111.000 (12) -88.0 75.3 -87.7 75.3 -87.7 75.3 -79.3 75.3 -77.4 75.3 120.000 (13) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 COMPARATIVE ANALYSIS FOR: 3116" ANNEALED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT 26.0009) 38.375 (2) 50.625 53) 63.000 54) 64.00054) NEG POS NEG POS NEG POS NEG POS NEG POS 60.000 (10) -120.0 104.0 -81.4 81.4 - 58.9 58.9 -47.0 47.0 -46.3 46.3 72.000 (10) -104.5 104.0 -69.2 69.2 -50.8 50.8 -39.1 39.1 -38.3 38.3 74.000 (10) -101.0 101.0 -88.0 88.0 -50.1 50.1 -38.6 38.6 -37.7 37.7 84.000 (11) -81.6 81.6 -60.3 60.3 - 46.5 46.5 -36.9 36.9 - 36.3 36.3 96.000 (11) -62.5 62.5 51.7 51.7 -43.0 43.0 -34.6 34.6 - 34.0 34.0 108.375 (12) -50.9 50.9 -46.2 46.2 -39.8 39.8 -32.4 32.4 -31.9 31.9 108.000 (12) -49.5 49.5 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 111.000 (12) -46.9 46.9 -43.8 43.8 -38.0 38.0 -31.5 31.5 -31.0 31.0 120.000 (13) -40.7 40.7 -40.0 40.0 -35.2 35.2 -29.8 29.8 -29.3 29.3 XOX INOTE: NUMBERS IN ()PARENTHESES ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE, Robert 1. pork, P.E. PE 039712 Stnrcturol INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 54274 Roved By L. T. Rood By F. K. Drum Br R. S. OexNOtion: TRW: Dofe: Revisions: 6/9/0.3 H -NO CHG THIS SHT 26/02 G -1 CHG THIS SHT Doto: Rcialorm: 4 F -COMP. ANALYSIS Doto: Roiabna: 9/ E- COMP. ANALYSIS 272/97 PRODUCT REVISED as complying MO roe Florida Bok8og Code Explrelion No Date COMP. ANALYSIS - NON- IMPACT XOX ALUMINUM CASEMENT WINDOWS Sorfoa/Medoh Scale: Shoot Oroolnq No. C - 700 NTS 6 er 9 330 Bev: H 1.751 1 2 iII ALUM. 6063 -75 .031 .03 .039 0.984 1.148 O ALUM. 6063 —T5 1.383 .859 ALUM. 6063 —T5 REFERENCE TEST REPORTS: FTL -1518, FTL -1519, FTL -1520 & FTL -1535 Retort L Clark, P.E. PE Q39712 Struahral S NDU RIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Paved By- F.K. Ro a4 H —NO CHG THIS SHT r•Vir CHG THIS SHT Rood Ely. L.T. Rood By F. K. R. S. Oaro: 69/03 7,26/02 Rovnb.sm: F —COMP. ANALYSIS Rown.ono E — COMP. ANALYSIS Data: 4/18/02 Dote: 9/7/01 2/12/97 Dos iptlan: EXTRUSIONS Mo. ALUMINUM CASEMENT WINDOWS Serlea/Modet: C -700 Scefo NTS Shoat 7 01 9 PRODUCT REVISED eomplyUH cri1L the florid i Code _1 Ageoptamaa Poo Itzsdrattea tat Dro-Gq No. 330 Rev H .050 ALUM. 6063 — T5 1.250 SPACING 6" FROM CORNER, 16" MAX. SPACING ON CENTER TO ATTACH ITEM 21 TO MAIN FRAME AND FIXED MTG RAILS. A ITEM VT # DESCRIPTION VENDOR VENDOR # id•WIDIT NM 4CORNN SM. MAIN FRM /SASH CORNER KEY PRECISION FABRICATION 60200K 0 L 7TRAK 7CEHC 710516PPA 610001 SASH LOCK KEEPER OPERATOR GUIDE TRACK STANDARD HINGE 10x516 SCREW PAN H0. PHIL 3/16 ANNEALED GLASS 1/4" TEMP. GLASS DSB GLASS FIXED LIGHT INSERT iI3ILINIMMiN WTN:1aM:uulla / . � • 6 10 W 6503W 601184' 601308K 7PWSW 5 •S8 ROLLED ALUM. GLAZING BEAD 3/16 ROLLED ALUM. GLAZING BEAD EXTR"D. ALUM. GLAZING BEAD DAM • • IHESIVE - I !6x7 FLT. HD. PHIL. 1 4 ROLLED ALUM. GLAZING BEAD VI -TECH. PGT TRUTH HARDWARE UTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER CORP. PPG. I OF PPG. I OF PPG 10F FLORIDA SCREEN • FRANK LOWE FASTFC INDUSTRIES • • HINMYI.H:1,!1111711:1: 1M3a a • - : AyJ :IVROAa ∎0:71140.Y1:11A111111111Y•1•I( tiAllt• • Ir. •I SASH SIDE /SILL WEATHER STRIP MAIN FRAME BULB WEATHER STRIP SCHLEGEL CORP. PROTOTYPE PLASTICS .I I 12 208000 -19 -2 /2 002 610228 FRAME HEAD, SILL, JAMB ALUMAX EXTRUSIONS AF -10228 2 69999 FRAME MEETING RAIL ALUMAX EXTRUSIONS AF -9999 3 69514 SASH HEAD, SILL. JAMB 8x1 1 Al IMMAX FXTRIMSMONS AF -9514 4 781PQA 5 6 •' SCREW PAN HD, QUAD. FASTEC INDUSTRIAL CO P. 7 8 9 Q15Ox190 1 0 1 1 FP -176 BLACK 31 14 30175 15 16 35.10.00.101 17 19 20 21 23 24 SW/5 - 030 27 SH05 -107 25 26 TYPICAL HAIN FRAM£ CORNCR REFERENCE TEST REPORTS: F71. —1518, FTL -1519, FTL -1520 & FM-1535 16 Avz Robert L Clark. ?.E. °E (138712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS. FL 34274 Roved By: F.K. Roved 8y: F. K. Raysd 8y: L.T. Raved By: F. K. Drown BY R.S. ma: Doty: Revtvbne: 6/9/03 H -REMOVE SG 457 D 7726/02 D 7726/02 G- V CHG THIS SHT Cato: Roy* Ions: 4 18/02 F -COMP. ANALYSIS Ro iabna: 9/7/01 E -COMP. ANALYSIS 212/97 FRONT VIEWS, ELEVATION ALUMINUM CASEMENT WINDOWS Swdoo/Modo1: Soda Shoot: Drawing No. C - 700 NTS 8 of 9 330 PRODUCT REVISED as numbing with the Ft,,id Baidi.I cod. Accepbtm Ma Data E ... .fll!IT :.I h It 3/16" TAPCON NO C'S INK REO. 1.250 MIN. 1 x WOOD .250 - I BUCK MAX. TYP. HEAD, SILL JAMB 6110 PANHEAD MAX. TYP. HEAD, SILL JAMB 2 x WOOD BUCK OR FRAMING 1 x 4 WOOD BUCK TYP. HEAD, SILL JAMB 2 x 6 WOOD FRAMING 1.25 MIN. Robert L. Clark, P.E. PE 1139712 Structured NDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL J4273 P.O. BOX 1529 NOKOMIS, FL 34274 Roved Br F.K. Re,.ed Br F. K. Rend Br L.T. Roved Br F.K. Drown Br. R.S. Date: 6/9/03 726/02 Dote: 4/ 18/02 9/7/01 De e: 2 12/97 Deaviptian: XOX CONFIGURATION AND B.O.M. me: ALUMINUM CASEMENT WINDOWS Sorioo/Modot C -700 NTS Pa.,rono, H— NO CHG THIS 5HT Gr CHG THIS SHT Revisions F — COMP. ANALYSIS Revisions: E —COMP. ANALYSIS Shoot 9 of 9 ruuuut.i ,.. os tostpryiop wtth tin Florida BubWq Cod< � Droving No. 330 Roy. H s M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 hAX (305) 375 -2908 PCT Industries P.O. Box 1529 Nokomis, FL 34274 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 thc accepted manner, thc manufacturer will incur thc expense of such testing and thc AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA res the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window", sheets I through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, bearing the Miami - Dade County Product Control Revision Stamp with the Notice of Acceptance nurnbcr and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Non - Impact & 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 a.atomatically 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 thc words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of thc 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 thc request of the Building Official. This NOA revises NOA # 01- 0102.01 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore .Berman, P.E. NOA No 02- 0701.07 Expiration Date: September 13, 2006 Approval Date: July 12, 2002 Page 1 LARGE MISSILE IMPACT WINDOWS I.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/ HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 96" X 7" Maximum Area 24.61 sq. (t. Ruben L. Clark, P.E. PE #39712 Structural B 11 ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PROJUCT REVISED o pi >iog ■IIA me Florida Daldh& Code AteaMaoc< No -O 01.07 Eop Dote Oil MIe3d33I Dade Product Coot rul INDUSTRIES Omen Br: F.K. 1070 TECHNOLOGY ORM P.O. BOX 1319 NOKOMIS, XL 34775 NOKOMIS, r1 J477 Rena BY Dote. Dole: /13/01 Sege, /voce: PW— 701 Revi,ion,: REDRAWN ELEVATIONS, 7/16 LAMINATED GLASS ruc ALUMINUM FIXED WINDOW Score NTS sneer let 8 Oro.nq No 4231 DETAIL C SEE SHT. 7 APPROVEO AS COMPLYING WITH TIE souly 101 OyILWN9000E DA LE t1' 3 LUUI BY PROD CT ONTROI OIVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOQ . - O 1U Z .0 t R QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" .Maximum Area 25.13 sq. 0. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. (t. OL.1 Robert L. Clark. P.E. PE 939712 4 INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1379 NOKOMIS. XL J4275 NOKOMIS. fL 34274 EYEBROW 96" x 48" Maximum Area 30.24 sq. (t. RECTANGLE 48" x 96" Maximum Arco 32.00 sq. 0. Drown By F. H. Rev s0 By. Dote: Dole: 8/13/01 r,Der ALUMINUM FIXED WINDOW Sene./ oeet: PW— 701 NTS REDRAWN 20 8 PHUDUCF 04aapl)inC nllh the FInrI,I, BaWIn11 Code Acerptnnn No 02 - 7.0I.07 (Expiration Dsl �sTu hiked 03vb)ae APPROVED AS COMPLYING WIN 111E GOUT) 1FL IIp{µfif00E OA IE .7 IJU I BY BROO J -CONT ROL DIVISIO BUILDING CODE COMPLIANCE OFFICE 720e)( CD- 01 Rev.,;ona: ELEVATIONS 7/16 LAMINATED GLASS Na 4231 Rev. HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. (t. 7/ FAN 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS 1.) GLAZING: 3/I 6" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 eV 2816 FULL CIRCLE 060" Moximum Areo 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. 0. Ruhcrl L. Clark. P.E. PE 939712 Structural ARCH. 60" x 120" Moximum Area 4732 sq. rt. PRODUCT REVISED as mwl)ing Pith tae Flarida Raiding Code Acceptant: No OZ- 070(.01 EegdniMP Dalt )(, BYLfaDVi.s'n� /� M6 Dade Prodatt Cont.& D3vlsina OFTAII r. SEE SHT. 7 APPROVED AS COMPLYING K411 7110 SOUTH FLORIDA BUILDING CODE '00 D BY PROO.CT Nflt01 DIVISION BUILD ' G CODE COMPLIANCEOF ICE AC CPUUCEN0.L =C71lc7 -Ll INDUSTRIES Oeo■n By F. K. Re.sd By: Dole. 8/' 3/01 1070 TLCNNOLOCr DRAT NOKOUIS. lL 34275 Series /uoae P.O. BOY 1579 NOKOUIS, n. 342)4 PW - 701 Re.:vons. FEDRAWN ELEVATIONS, 3/16 TEMPERED CLASS ru IALUMINUM FIXED WINDOW Score NTS Sheet 3 o! 8 Oro..ng No 4231 Re. C . ) ) I I t QJARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. TRAPEZOID 60" x 120' Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. 3 EYEBROW 74 x 37" Maximum Area 17.83 sq. (t. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. J7" PIIOMJCi 171:V111:U o ' rn ✓npl)Ing with the Fiorillo Balding Code Aaepanre No 0Z u p•=tin. Uale Oqi r G Mlota BY Prudnrt Control Of•tabom APPROVED AS COMPLYING WITH THE SOU TH ttf pp IDi 04ILpk04 I 400E CY PROD T r TROL DIVISION BUIL e . C00E COMPLIANCE Of ACCEPTANCE NO O l — HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. Hubert L ark. P.E. PE 1!35712 SIRIC4Y1Bl - r INDUSTRIES Drown By F. K. 1070 TEClINOLCCr ORIYF P.O. BOX 1.529 NOKOMIS, R 34275 99090510. ft 34274 Reved By Date: Dote: /13/01 o \n2. nl Re..,:cn1: REDRAWN ELEVATIONS, 3/16 TEMPERED GLASS rue: ALUMINUM FIXED WINDOW Sene. /Uedel: PW -701 Sooee: NTH Shell 4 e1 8 Oro.ng No. 4231 Rev: C MAXIM UM HEIGHT SCE SHEETS t THRU 4 24 WOOD I -1 /2 MIN. BUCK L; SHIN SPACE MAX. /12 PAN 4EAD WOOD SCREW 7/15' LAMINATED OR 3/16 TEMPERED CLASS 1/4' SHM MAX. SECTION A —A TYPICAL SECTION & ' NSTALLATION INTO CQNCRETE AT SILL & WOOD AT HEAD 3/16" HEX HD. TAPCON OR 3/16 FLAT HD. TAPCON (C'SINK RE0'0) 1 - l/4 MIN. J /16 HEX HD. TAPCON /— OR 3/16 FLAT HO. TAPCON (C SINK REQ 0) MAXIMUM WIDTH SEE SHEETS I THRU 4 SECTION B —B TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS I THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, F7L -2797 & F7L -2816 Ze/l Robert L. Clark. P.E. PE 639712 Structural I/4 SHIM SPACE MAX. PRODUCT REVISED as complying wIm the Fonda Boldlog Codc Ampler,. No (*DI ) Eapntloe Date M 8 Dada Product Coatrd 11 __._ -Ir W000 BUCK —1 I -1/4" MIN. APPPOVEO AS COMPLYING 941H THE SOUTH FLORIDA BUILDING 000E DA BY PROD T DNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 01 01h7 . 11 FAT INDUSTRIES [noon By. F. K. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, P1 34275 NOKOMIS. P1 34274 Revsa By: Dole: Dot. 8/13/0l Sena s /Model: PW -701 Revisions REDRAWN Description: SECTIONAL & ANCHORAGE VIEWS roe: ALUMINUM FIXED WINDOW Scale: NTS Sheet. 5aI 8 Deo."ng No. 4 23 1 .500 I .688 .062 -eH- A 20 PW- 701 U- CHANNEL GLAZING BEAD BILL OF MATERIAL MK. 1 2 3 4 5 6 7 8 9 10 11 PART // 612242 6533402 7834 62899C/6250IC 61412K 62BV 15 10 6SM55W SEE NOTE 7P WSW SEE NOTE DESCRIPTION FRAME HEAD, SILL & JAMB U— CHANNEL GLAZING BEAD /8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 CLASS SEAM SEALER 3/ 16 TEMPERED GLASS 7 / 16 LAMI (. 187HS/.090/. 187HS) /6 x 7/8 FL. PH. TEK 7/16 LAMI (.187A/.090/.187A) VENDOR 6063 — T5 6063 — T5 SFENCER OR = DOW /G. E. OR = TAPE SPECIALISTS OF FL OR = TAPE SFECL4LISTS OF FL OR = SCHNEE /MOREH OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = TRIPLE DIAMOND GLASS OR = VENDOR AF— 12242 AF- 533402 SM5504 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER -- -2. O1 PW -701 FRAME EXTRUSION 1.500 O REFERENCE TEST REPORTS: FTL -2763, F7L -2780, FTL -2797 & 2816 VISIBLE LIGHT CALCULATION 1 WH WINDOW WIDTH '71P TO TIP" — 3.00 WINDOW HEIGHT "TIP TO TIP" — 3.00" 0/ Ruben L. Clark. P.E. PE 039712 Structural INDUSTRIES Drown By F.K. 7.Ile: 1070 rrCHNOLOGY 007T P.O. BOX 1529 NOKOMIS. !1 34275 NOKOMIS. R 34274 Rend B Dole. Dal 8/ 13/01 f=r-i-WW One REDRAWN EXTRUSION PROFILES & B.O.M. ALUMINUM FIXED WINDOW Senrs/L oriel: PW— 701 Stole: NTH PRODUCT REv=..�.. hula og Cod WWI tb pyAde F =t <Wonee no 02 01.0 =M .Non Dale 'Mori Control APPE.OVCO AS COMPLYING 1'NTII THE SOUTH TLOnIDA BUILDING CODE GA BY Afrffitalri, PROD C1 OIITROL DIVISION BUILDING COOS COMPLIANCE !P a •�CLPJGSCF NP Q 1 ( of Sheet: 0ro+ooq No. 6 of 8 4231 Rem: 1 .090 INTERLAYER O /lo" ANNEALED I L� —J /]6 ANNEALED 0r :/16" HEAT STRENGTHENED .090 INTERUYER 3/16" FEAT STRENGThENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, F7L -2780, FTL -2797 & 2816 TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS Robert . CI. rk. P.E. PE 7739712 Structural e/ PRODUCT REVISED as complying wtt®1!s Florida pawn Code A e e c e No - 00 _ Expiration Date By idiom Dede Product Cont D vt Too DETAIL C 11'F'. YU" CUKNLI? CONNECTION APPT'.OVEI) AS COMPLYING .MTII 111E SOUTH FLORIDA (WILDING CODS 0A 07700.0 •. NTROI DIVISION BUILDING 000E COMPLIANCE 0 ACCEPTRECE NOW,' 0 t FAT INDUSTRIES Drown By F. K. 1070 TECHNOLOGY ORME P.O. BOX 1521 NOKOMIS. R 34275 NOKOMIS. F1 34274 Re.sd By Bete: Oate: 8/73/07 sego /Model: PW -701 Re.+sions. REDRAWN GLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW score: NTS 9 Tar 8 Oro -.n9 No 4231 Re.: C Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.00G 97.000 1 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.2.0 77.40 63.00 55. 60.000 135.00 135.00 135.00 135. 90.60 58.00 58.00 58.00 57. Window Heights 26.000 Window W dths 19.125 100.00 24.000 100.00 26.500 100.00 37.000 100.00 48.000 1 60.000 97.000 111.000 120.000 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 5 7.40 3/1•6" TEMPERED CLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Class Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers ore for /12 screws or 3/16" Tapcons. 4.) Anchor moximum spacing: 12" Negative Design Loads Positive Design Loods REFERENCE TEST REPORTS. FTL -2763, FTL -2780, & 2816 z% Robert L. 'lark, PE. PE 939712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. fl 342:4 0.o.n Br F.K. Revsd By Dole: Dol 8/13/07 Rene. one: REDRAWN fh<: ALUMINUM FIXED WINDOW Series /yodel: PW -701 stole NTS Sheet 8 .I 8 PRUUUCL REVISED 1 n, col.t with b FLPF40T Ilaldloy m1l1 Coele Acacde.<ew..n7_n lnl n? Eegrnlln. D.f �'�an Dede P.Moef Coelml Dlrlaino PFROVEO AS COMPLYING 741,1 THE SOUTH FLORIOA DUILOIN CODE DA BY PROD T CONTROL DIVISION 6U1101 • CODE COMPLIANCE 0 ACCEPTANCE NO U V 01(lZ - 01 COMPARATIVE ANALYSIS, NON- IMPACT Oro.,nq No 4231 Re MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PCT Industries P.O. Box 1529 Nokomis, FL 34274 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 determines by Miami -Dade County Product Control Division that this product or material fails to mcct thc requirements of thy: applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1 "x Heavy Wall-Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 6 of 6, prepared, signed and sealed'3y Robert L.Clark, P.E., dated 5/24/01, bearing thc Miami -Dade County Product Control Revision Stamp wi :h thc Notice of Acceptance number and expiration date by the Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permalent 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 negztively 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 thc 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 entirc NOA shall be provided to thc user by thc manufacturer or its distributors and shall be available for inspection at thc job site at the request of the Building Official. This NOA revises NOA # 01 - 0323.02 and, consists of this page 1 as well as approval documcnt mcntioncd above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.09 Expiration Date: June 28, 2006 Approval Date: July 12, 2002 Page I GLAZING PRODUC, GLAZING PRODUCT .• _ _ � IF TYP MULLION GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT GLAZING PRODUC, TYP. MULLION GLAZING \ PRODUCT g � jM2 GLAZING PPODUCT ANCHORS: TYPE. "B' "C" OR "D' BCTH ENDS TYP. MULLION W1 W W2 W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMININC MAX Al I nWARI E DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE. "B ". "C" OR "D" BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 GLAZING PRODUCT ./ I TYP. MULLION GLAZNC PROCUCT H H = ,1 1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2375 H2 / ANCHORS. TYPE. "B "C" OR D" BOTH ENDS Robert L. Clar P.E. #39712 WI W W W = W1442 H = H l +h2 W2 (2) WINDOWS MULLED H2 HI W /ONE ABOVE i C10 TILTCD IIAI/ AX 1; ' A/ .., �.0 sv rvv1 rILLvrY/I DESIGN PRESSURE SEE TABLES C.,."1 PAGE 5 & 6 M1) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING' = W OR W1 +W2 MULL LENGTH = H1 ANCHORS TYPE A' ANCHORS: TYPE. "B "C" OR "D", BOTH ENDS PRODUCT RLVLSED ■ss awl*" Mel dm Florida Deal* Code m 02 Ee Dete` b � M BY o s Product cas Dhbbo WT W W = Wl +W2+WJ H = HI 4-H2 ' MULTIPLE WINDOWS MULLED rr /wivC HOVVC FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H INDUSTRIES Revsel By Dote: Drawl BY P.J. P. 1070 TECHNOLOCY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. Fl 34274 Cnkd BY Dote: Date: 4/28/00 Sexes /Model MULLS Revisions. Scale: 1x Sheet: 1 o16 Description: 1" HEAVY WALL MULLION ARPANCEMENT DETAIL Drawing No. 6621 Rev: W W2 ( —W3- -1 1 H2 H1 APPROVED AS COMPLYING WITH THE SOUTH Ft0RJOA WILDING CODE BY I TA �V nn 8 � J1 PR CT a 'eI DIVISION d. BUIL e ' G CODE COI4PUANCE OFFICE ACCEPTANCE NO. O - 63 3.0 P.G.T. Ix MULLION MUWON CUP CUT FIANCES OFF OF MULL CUP TO FORM A lc- CHANNEL AND INSTALL AS SHOWN FOR 1" MULL P.C.T. Ix MULLION MULL } P.G.T. MUWON 2� (I ). (TYP) TYPICAL MULLION TO MULLION INSTALLATON TYPE A WOOD BUCK MIN. 2" OR 4 "—j MIN. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8". NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /12 F.H. S.M.S. STAGGERED ON OPPOSITE 510E5 (50 AS NOT TO INTERFERE KM EACH OTHER) 2" OR 4 /12 S.M.S. (199/) ALL FASTENERS MUST BE 040E COUNTY APPROVED. SEE NOTE /7 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (S0 AS NOT TO INTERFERE WRH EACH OTHER) SEE NOTE /I /12 WOOD SCREW (179/) MIN. 1} PENETRATION INTO 14000 BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 P.G T Ix MULLION r W000 BUCK M__ REMOVED ro CONCRETE P.C.T. 1, MULLION w000 BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". ✓ t WHiCT REVISED • eoeopSyteR with tie F7oefda Bedding Cade Aceepteeer No 2-D 0 .09 Espinli Date Oie DY Mlard Dade Prairie Central Distsion *000 BUCK I - - 2 - OR 4"--i MIN. (TYP)� ;. 1 (TY •r MIN. 1 r, � ) '3 (TYP) 1 MIN. —2" OR 4" /72 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE 1411)7 EACH OTHER) SEE NOTE it TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "0 ". MIN. !I TAPCON (246/) MIN. 1} PENE7RATT3N INTO CONCRETE OR BLOCK • STRUCTURE. ALL FASTENERS MuST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 FH S.M.S. STAGGERED ON OPPOSITE SIDES - (50 AS NOT TO INTERFERE WITH EACH 05IER) SEE NOT / 1 MIN. 1}' TAPCON ( 244/) MIN. I} PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST 3E 040E COUNTY APPROVED. SEE NOTE /1 APPROVED M VAIN THE V OA BY PROD • TROL DIVISION tip BUILOIMM, CODE_ COMPLIANCE OFFICE ACCEPTANCE NO 5 /. 03 23.02 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION' ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR Robert L k, P.E. SPECIFIC APPLICATION. P.E. 439712 $In]ttitral �T INDUSTRIES Rend Ely: Dole: Drown By, P.J. P. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMl5, FL 34274 Chkd By Dole: Dec 4/28/00 Revisions: I " HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Series /Model. MULLS Score: Ix Sheet: 216 Oro.inq No 662 Re, IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE ,,vlcrccCT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. T 4 I A 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 7099 MIN. FROM ENDS (TYP) 8 � 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION OWC / 1099 $ MIN. FROM 1_ ENDS (TYP) 1 -- o - o � II 7" MULL CLIP W /TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 PRODUCT REVISED ossoplylog NUB Ile Fl et& DokINNt Code Q . Espina Deft MIs Dodo tr od.N fomhel 8 MIN. FROM ENDS (T)1) I ! -14 MAX. M IN. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 7099 -14 MAX 1 A 2 8 1" MULL. CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) O J - - E3- -¢ O - O - — Ql- ,1 3_ 'A' I 8 1 'A 8 MIN. FROM ENDS (TYP) 1" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG OA7 AS COMPLYING PATH THE SOUTH F I BUILDNG CODE J 2; it BY / / /.M7 -- - PPOrr T ONTROL DIVISION EUILO ;NG CODE COMPLIANCE OFFICE CLIP LENGTH CHART FOR 1x MULL MULL SIZE I x 2 x i 1 x 2j x 1 x 23 x 1 x4 xi "A• 121 NOTE REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 3777L 5 ix l/cTU INDUSTRIES Revse By: Dote: D o.n BY: P.J.P. 1070 TECHNOLOGY DRIVE P.O. 80X 1529 NOKOMIS, P1 34275 NOKOMIS. P1 34274 Cske BylOote: Dole 5/21/0 Series /Model. MULLS Pensions: MC Scale. Sneer 3a 7'PTANCE NO D I – O 1 Description: ANCHOR LOCATIONS rue: 1" MULLION CLIP 0,o..nq No 6621 Her 2 NOTE: 1 8 1 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1x HEAVY WALL MULLS MAT'L: 6063 —T6 Robert L. Clark, P. P.E. #39712 4 PRODUCT REVISED Bedding co Pl)ioR rrhb Um Fbepko Code Aeeeaaa No - 01 Esplratl a Dint pe By 7c Min 1 Dade Product •mtrol Dlsisioo 8 APPROVED AS COMPLYING WITH THE SOUTH FLOF:IDk BUILDING CODE JUN BY PRO y - • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. O i - 0 3 2 7.'5 2 H-41 FAT INDUSTRIES_ Rend By: Dole: Drown Elyr P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS. ft 34274 Chkd By Ogle: Dote: 5/22/00 Series /Yodel: MULLS ReMtions: Description: 1" HEAVY WALL MULLION PROFILES Scole: 1 x Sheet: 4 e'6 Orcrin9 No 6621 Re, 9x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES (I�11 42 170 { 170 170 170 170 170 1 170 170 170 170 1170 170 170 1170 170 1491170 48 1701170 1701170 1611170 1541170 1501170 149,170 1491170 1491170 1491170 50.625 170 1661170 161 1471170 148 1351165 140 1261153 136 1211146 134 1191142 134 1181141 134 118114' 134 1181141 134 1181141 54 60 1451152 1271131 1161116 1011107 1001100 96 196 931 93 92 192 92 1 92 92 192 63 4'1411'31 1121112 oo i 99 onion Rd 1 R4 80 1 80 77 1 77 76 ; 76 76 1 , 76 76 1 76 63163 66 1 1 3 1 1 1 3 97 1 97 85185 77 1 77 72 1 72 68 168 65 1 65 64 164 63 163 72 86 186 73 173 65165 58 158 54 1 54 50 150 48 148 46 146 45 145 44 1 44 76 731 73 62 1 62 54 154 49 149 45145 42 142 40 140 38 1 38 37 137 361 36 78 6 7 1 67 57 1 57 50 45 41 1 41 38 1 38 36 1 36 35 1 35 33 33 32 1 32 84 54 1 54 45:45 40140 35 135 32 1 32 30 ;30 28 1 28 27 127 26 126 24 1 24 90 43143 37 1 37 32132 28 128 26 1 26 24 1 24 22 1 22 21 1 21 20 1 20 191 19 15115 96 36 36 30 30 26 23 23 21 121 19119 18 18 17 1 17 16 16 108 25 1 25 21 121 18 1 18 16 116 - 1 111 23123 19 19 17 15 - 1 - - 1 - - 1 - - 1 - - 1 - - 1 - 144 1 1 - - - - - - - - :2x.375 Anchors, 42 '48 50.625 54 60 63 66 72 76 OPENING WIDTH IN INCHES 50 155 129 115 94 67 58 50 38 32 60 142 116 100 81 58 49 43 32 27 70 134 107 91 73 51 44 38 29 24 80 90 130 102 85 68 . 47 40 34 26 22 130 100 82 64 32 100 110 130 99 80 63 42 35 30 130 99 80 62 41 34 29 120 130 99 80 62 44 37 41 34 . 28 20 17 130 130 99 80 62 41 34 28 20 16 24 20 78 84 90 96 108 111 144 - 30 24 19 16 25 20 16 22 17 20 16 18 22 18 17 21 17 16 15 15 160 130 99 80 62 41 34 28 20 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 INDUSTRIES Revsd BY Drawn By Description cue Vertical Mull HOpening_j Width Mull Length Horizontal Mull Opening Width Mull Length Multiple Mulled Units I Mull Lenoth Dote: P.J 1070 FECHNOLOCY DRIVE P.O. BOX 1529 NOKOMIS. Ft 34275 NOKOMIS. R 34274 Opening Width Chkd By Dote: Dole 4/28/00 PRESSURE CHARTS Revision HEAVY WALL MULLION Serves /kindrl: Scale. Sheet MULLS NTS 5 of PRODUCT Lr.VtSEn as coroplyingwlth fist Florida Balding C ode Accs14 Cv Na UL -Cr . Nl. Expire loci Deft . P711 . . n Min Dads Product Ceetsei Dlvbbo APPROVED AS COMPLYING WITH DV SOUTH FLOFIDA BUILDING CODE DA �� JJUNN ; i 9 BY j% /////717. PROD 'r TROL 000E COMPLIANCE OFFICE ACCEPTANCE NO. 01 - O3Z3.o Drowm9 No 6621 Re. MULL LENGTH IN INCHES 1 x2.75x.650 314 Anchors O rn w U z. z 2 42 •48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 42 48 50.625 54 60 63 66 72 OPENING WIDTH IN INCHES 50 170 1701170 166 1521170 1331152 1251143 118,135 106 91 1 91 84 67167 54 26 1 26 18 1 18 44 1 44 31 131 29129 1701170 1701170 170 1701170 1701170 1701170 1701170 1541170 60 1701170 1601170 148 1351155 1171134 1101126 103,118 92192 77177 71 1 71 57 ; 57 46 1 46 38 1 38 26126 24 I 1701170 1701170 170 170 1701170 1591170 1501170 1341170 70 1701170 148,169 136 124 1061122 99 1114 93 1107 81 68 1 68 63 1 63 50 1 50 40 1 40 33 1 33 23123 21121 170 1701170 170 1701170 1541170 80 170 1411161 129 1161133 99 1113 92 1105 86197 73 61 1 61 56 44 1 44 36 29129 20 1 20 18 t - 1 170 1701170 169j170 1431170 1331170 90 1701170 138,158 125 1121128 94 1107 87 ; 99 81 1 90 67 1 67 56156 51 1 51 40 1 40 32 1 32 17 170 1621170 100 1701170 137,157 123 1091125 90 1103 83 1 95 77185 63 1 63 52 , 52 48 1 48 37 37 30 24 F 24 17 17 15 1 15 170 17011701701170 170 1581170 1311170 121;170 110 1701170 137,157 123 1081124 88 1101 81 1 93 75 82 60 49 149 45 1 45 35 X35 28 28 23 1 23 1 15,15 1 - 1 x4x.3T5 4/6 Anchors 50 OPENING WIDTH IN INCHES 60 70 1 80 90 100 110 120 130 160 170 1701 170 1571170 1281170 1171'69 120 1701170 137,157 123 1081124 881100 80;91 73,80 58 47 147 43 33 1 33 26 1 26 21 1 21 - I - 1701170 1701170 170'170 157;170 1271170 1161166 130 1701170 170,157 154 1081124 88 1100 80191 73 56 1 56 46 , 46 42 32 1 32 25 1 25 20 1 20 - I - I - 1701170 170 1701170 170 1571170 1271170 1161165 1361170 1251170 110!148 160 1701170 1701157 123 1081124 88 1100 80191 73 1 79 56 1 56 45 1 45 40 1 40 30 1 30 23 1 23 18 1 18 1701170 170,170 17 0 1 17 0 1571170 1271170 116 5 126170 1171166 1121156 1081150 1061145 1051144 1051144 144 1351170 1201165 76 111.170 1251 160 1121140 102 1126 95 ,116 1031136 98 1 197 on 1 120 01 1 115 89 1 112 88 '111 79193 78 84 90 96 108 140 1281138 1121112 92 1 92 64 , 64 121 1111117 95,95 78178 54 , 54 108 98 1102 82 182 67 1 67 47 147 99 1116 90192 74 174 60 1 60 42 1 42 92 1106 90 1108 86 1102 87199 77 1 77 62 1 62 50 1 50 34134 83 1 93 73173 58 158 47 147 32 132 80 69 1 69 54154 44 1 44 30 130 78 66 52152 83 1 83 67167 42 1 42 28 , 28 54154 37 1 37 75 62 48148 38138 25 1 25 111 59 50 43 38 34 31 1 31 29 27 26 144 27 1 27 22 1 22 19 1 19 17 1 17 151 15 - - - 1 - - 1 - - 1 - r_ 83 98 81 95 23 - Vertical Mull �Opening� Width Horizontal Mull Opening Width Mull Length Mull I r Length Multiple Mulled Units Opening Width ` LL /out_ F REVISED m compIyin veld 111e Florida Bolding Code Acceptance No 02- 0701.09 Elpint e Dale 06 12 B 106 By Miami Dade hodoel C owol TNWina NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. S/v j 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ..577/L INDUSTRIES Rersd By: Dclo: Drown By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 AOKOMIS, FL .34274 Ohkd By: Dote. Dole 4/28/00 SenesAlodel: MULLS Rens.ons, Scde NTS Sheet 6 0/ 6 PRESSURE CHARTS rue: 1" HEAVY WALL MULLION Drow No 6621 Re. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT JUN BY PR• • « - ONTROL DIVISION BUILD NG CODE COMPLIANCEOFFICE ACCEPTANCE NO. 01 - 03 -dz MI�DADE BUILDING CODE COMPLIANCE OFFICE (BC'CO) PRODUCT CONTROL DIVISION NOTICIE OF ACCEPTANCE (PICA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Industrial Millwork, Inc. West Highway 36 Seneca, KS 66538 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Stormline" 8' 0" Ointswing Glazed & Opaque Wood Door - Impact APPROVAL DOCUMENT: Drawing No. LAG -SL, titled "Stormline Wood Entry Doors ", sheets 1 through 10 of 10, prepared by Bromley — Cook Engineering, Inc., dated 11/27/01, with revision #6 dated 10/09/02, signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date ")y the Miami -Dade County Product Control Division. MISSILE 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 th° 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 tennination and removal of NOA. ADVERTISEMENT: The NOA number precede i by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0307.01 Expiration Date: October 31, 2007 Approval Date: October 31, 2002 Page 1 305- 795 -2204 Building Inspection Request Date_15140±L Approved Correction Re- Insp'n Fee MIAMI S VILLAGE BUILDIN DEPARTMENT Type Insp'n 1 na0 cip S Permit No. ?e d4 - 4 -1s 2 Name t� -e•�' Address E) S Company Phone# a)OS_ 7s0_ Li L i Inspection Date q (l (Oc'si MIAMI SF VILLAGE BUILDINCtRAPARTMENT 305- 795 -2204 Building Inspection Request Date %kf 1 Type Insp'n r i t,-)d o e ;usCSI.tL, u n Permit No. �.� r) d 1 44-5 Name _pop Address Company Phone # j ';n Inspection Date 1 / L� • Approved />(' Correction Re- Insp'n Fee 0 Approved MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date a. "Type lnsp'n Permit No. C U Name Company Phone # Inspection Date Correction I� Re- lnsp'n Fee Type lnsp'n Permit No. C #11. Address Company Phone # Inspection Date Approved Correction Re- lnsp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request D ate L51