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BP-05-474 ' Miami Shores Village lolwz— Building Department 10050 N.E.2a1.A antic Florida 33138 Tel: 3( 5' k` 56.8972 I'. BUILDING C-r0Permit No.� S�� PERMIT APPLICATION .4-- aster Permit No. FBC 2001 -� Permit Type (circle): Buil ' Electricals Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) ��c �7/'cJ ��1�� Phone Owner'Aw" ress�l� City State Zip 37 3Il Z Tenant/Lessee Name Phone# Job Address(where the work is being done) /[.�f 1419 ' City Miami Shores Village__ County Miami-Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ou -A s -- Phone# Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# $Value of Work For this Permit c 7y -ZZ) Square Footage Of Work: Type of Work: E]Addj*k'gn ❑Alteration / ❑New epair/Replace ❑ Demolition Describe k: YO Submittal Fee$ Permit Fee$ / (Oy CCF$ / </,�Oy CO/CC Notary$ '�� Training/Education Fee$ Technology Fee$ 5 Scanning Radon$ Zoning Bond$ Code Enforcement$ `"—' Structural Plan Review.$ '-- Total Fee Now Due$ (Continued on opposite side) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature n or Agent Contractor The for;ego' instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of !� 2t ,by` �" �.cQv� day of ,20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P BL NOTARY PUBLIC: Sign: YP(�, argaS Sign: �. o on 31984 g Print: ` � ; •Ju '3 2007 Print: % oF���� tnnded Thru. My Commission Expires: �i ±,cBondmgC« !��� My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer the 05/13/03 Zoning VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE .STATEMENT &2� Zee -being the legal property owner, for the property Located at: 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),end I have read and understand the following disclosure Statement, which entitles me to Mork 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 bund 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 prescri-bed by law. Your construction must comply with all applicable laws, ordinances,building codes and zoning regulations. Proof of ownership provided( ) initial of reviewing clerk.Ttie foregoing instrument Was acknowledged before me this day of A ( 20 �ByC w who is personally known to me or who has Produced -� as identification and who did take an oath. . er Notary �,�p•PY��Bli l� U� l,! Qgas _ rslori ')O)"(QXA Owner = xpire ° !� ;_.JO a ''koF�xi`� t�ndei�lhru ♦ 0 4 y� AtliiVtA 'M Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 - Fax; (305)756-8972 8/24/2006 To: Current Owner 62 NE 108 Street Miami Shores Village, FL 33138- Permit: BP2005-474 Address:62 NE 108 Street Miami Shores Village FL33138- Date Expired: 10/1/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein,the Building Department will file a complaint with Miami-Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8-5. (3) will apply, "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein. " Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Miami Shores Village Building Permit 10050 NE 2nd Avenue "* Phone: 305-795-2204 Permit Number: BP2005-474 Printed:4/12/2005 Page 1 of 1 Applicant: SCOTT CLARK Owner: CLARK SCOTT JOB ADDRESS: 62 NE 108 ST Contractor Contractor's Address: Local Phone: Parcel # 1121360110030 Legal Description: 36 52 41 PB 52-33 DUNNINGS MIAMI SHORES EXT NO 7 LOT 3 Fees: Description Amount FEE2005-4746 Building Fee $150.00 Total Fees: $171.15 FEE2005-4747 CCF $1.80 FEE2005-4752 Training and Education Fee $0.60 Total Receipts: $0.00 FEE2005-4754 Technology Fee $3.75 FEE2005-4755 Scanning Fee $15.00 Total Fees: $171.15 Permit Status: APPROVED Permit Expiration: 10/1/2005 Construction Value: $2,500.00 Work: 4 WINDOWS AND 1 DOOR Signed: (INSPECTOR) 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: r Miami Shores Village Building Department 10050 N.E.2nd Avenue iami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 _-Permrt_No. Job Name 1 BU DING TIQUE SHEET yZ1LLL / :t ^ � y 14 Y psi Ala�F tf f 1 x3 ,1 a 7y Now 03-0105.01. POA 03-a306,OV Act, hot( or. +5�I•'1�=13.Z �+-5`-f�,-59.3 1 l ` -1yx 5c 5 8 POA o3-o3v6-.OZ R0Ata-10105,0 �t�C�cv► I L�pQromvn ifor. Uer I• s, (. {Ivr:Zoh�a 'lo�ler�.�e.y. �tCSS Wivtd�G+.� POA t1or.hot er X.,�.hes I I +'5q.*7 =�3.2 I �iui.na, �o®w9 I�___ ._-' _ __ 004 03-0514.ot i I �cDw� Sc� 1c n YM`o�+�e,5. 1 I t I ( I . -•t��'i�l.-1 �--59.3 I I t I I �..� �a'l er��t . 06R 03-0to11.0Z klor�Zcn Its. I oA (15-0 .' Q .i Casav�avr� ��, ac�'f14A. ..�.'Sy;73-5�1•� �.-7 t-5`� .3 0A 01 +5W.`1 s-�- `11 �j oA, G.9)5).,e J i 5 x4s cl 1-0 JOA A)V, ----- ----- A)C,4- h4 4t, A)C, PC) V,-cr, cr t , M1AMMADE ® 1VIIAM1-DADS COUNTY,FLORIDA� MEMO-DADS FLAGLfibt BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION I MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2906 NOTICE OF ACCEPTANCE(NOA) PGT Industries 1070 Technology Drive Nokomis,FL 34274 SCOPE: This NOA n being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Munn 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(m 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 mamier, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"BS 710»Aluminum Horizontal Sliding window APPROVAL DOC[IMENT:Drawing No.4112,titled"Aluminum Horizontal Sliding Window",sheets 1 through 6 of 6,prepared by PGT Industries,dated 2/16198,with revisions 12/29/03 signed sealed by Robert L. Clark,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 Impad 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 dere 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 lxoduct,for sales,advcrtwmg 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 literatm. R 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#02-0305.02 and,consists of this page 1 and evidence page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman,P.E. NOA No 03.0612.06 Eapiratfon Date:May 20,2007 3 / � Approval Date:April 0&2004 Page 1 -NOTES: LARGE MISSILE IMPACT WINDOWS ITEM DESCRIPTION V.T. QTY./LOCATION VENDOR VENDOR / 1. GLAZING OPTIONS: 1 FLANGE FRAM um. 63- 5 2 ALUMAX -1221.5 A. 5/16" (350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF 2XED M EfING RAIL Alum. 6063HS-T541W 1 INDALEX 64054A DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 3 H M N W Alum, (063HS-T541 06C 1 64 6C 1/8" ANNEALED GLASS. 4 L Alum. 6063-TS AF-12.30 B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF TNG 53 7 ALU AF- 4571 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 6 OAD �� R 5 7/8RI 07 1 O mid n f frame sill P 1/8" HEAT STRENGTHENED GLASS. 7 FLAN (Alum. (Alum 03-T 5 t -12237 1 !�1 E 51 um. 6 - 122 -12238 C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 9 E SIL ADAPTER u 6053-T5) 1 239 1 MAX AF-12 39 3/8' AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED 1 . RAIL (Alum 6063-T51 12240 Al UMAX -t COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 11 N um. - 2371 - 3 SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS 3 lAM OF i 8ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. 13 5 16 50 IAMINAT U NG 2 1 H STRENGTHENED S IT C ONES. 6063- 1 an d o vent -1 D. 13/18" LAMI I.G. GLASS CONSISTING OF: 1/8' HEAT STRENGTHENED GLASS, x tA_ Ph, 0 1 4 i oo er screws C 3/8' AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED 16 6 x 1.000 PH. PAN S 6X1 for onti-li ch n 1 MERCWANRF COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR 17 TH STRIP 1'Oi1N W U VINYL BTP 47 1 Dar GIRZina UeoQ M. NP TP-24-7 SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT ITT 8 x 56A Sweep Latch screws STRENGTHENED GLASS. 4 when usina 2 Sweeo 2. CONFIGURATIONS: XO or OX 1 P.H. S 7 1P rame en , screws F R 3. DESIGN PRESSURE RATING: SEE TABLES 1-3 ON SHEET 2 20 SWEEP LATCH 1096 1 11.5 from ends-vent mtg. roil MINIATURE DIE CASTING P .214.XX 2 if hei ht is >a 42 21 WEEP HOUSING 7 1 mi on 2 1 4 from nds 7-Mt - 2 FLAP 0 51 1 -ids on 1 4 from n TOO 7-M10-251 3 . end o ven rOiD MASTER TOOL 70312 74" MAX WIDTH 24 BRASS WHEELS par Roller Housing) VI - CH T. 33 5/8"MAX 33 5/8' MAX 25 WSTP. .270 .170 BACK nN SEAL 2 O vent roils m jro1fl G OR UN. 7 -187 DAYLIGHT OAYUCHr SILICON s 699 W C I 99 99 OPENING OPENING 7 BULB VI 49 O vent 'om ran) -249 1 16 1. . 1 8 HEA 8 1 LAMI 1 D 1 8 I 11.311 B I. 6063-T5 31 W P 1&7 x .230 BACK S 1060 1 G 610 32 3 16 LG. 1 a H STRENGTHENED S'ACE 5116" .09 1 8 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS 4-PER SHT 5. 58 1/4. HEAD 0& SILL r u m ift MAX / MAA. 6" FROM CORNERS. wellq FIXED LITE /// 57" MAX MAA. 4" & B" ON EACH SIDE OF MEETING RAIL CENTERLINE. AwM'4 .Ot. DAYLIGHT VENT MAX. 15" SPACING. OPENING DAYLIGHT fid@$ OPENING MAX. ' FROM 'ORNERS. MAX. 12 1/2" SPACING, 63" MAX 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. F.K. t X 29 0. C-RfIbYE flat n GIM HEIGHT 6. REF, TET REPORTS: FrL-1969 & FTL-3740 '"' F.X." 7 2J OJ F-AAD R)llfil 23' 4 03 E- 2 3,6 ADD 0­U2 TF.K. 8/02 F-Mo M97E f ,1 11 0.8. 2 I6 8 ✓ .��� 8" MAX � sanyaar. 1 ! OX ELEVATION & R.O.M. LG. MISSILE e" MAX 8" MAX f I _ 6" MAX. 4•MAX 4" O i� E� 10 TECHNOLOGY. 27° ALUMINUM HORIZONTAL SLIDING WINDOW SEE NOTE 4 ON MEETING RAIL ANCHORAGE FtdM..C,P.F. e•�./e"e.c sem.: oe.Mrx" xr �EVATION �„ MKOMS BOX 1529 HS-Ivo NTS 1 w 6 4112 G COMPARATIVE ANALYSIS TABLE 1. GLASS 17PES A&C TL-1969& TL-3740 A.5/16"LAMINATED(1/8"ANNEALED,.090 PVB, 1/8"ANNEALED) Q C.13/16"LAMI I.G.-1'/8"HEAT STRENGTHENED,3/$"SPACE,5/16 LAMI 118"HEAT STRENGHTENED,.090 PVB, 1/8-ANNEALED) WINDOW WINDOW HEIGHT3 WIDTHS 26 0 1 3 . 75 44.000 5 . 2 59. 0 . 0 .00 63.000 2 86. - - -75.0 .0 3 .000 E7 . .7 .7 86. 0 7 -75.0 .7 -75.0 - 5.0 86.7 -75.0 44. 68.7 -75.0 -75.0 .7 -75.0 5.0 - -53.115 74.0 86.7.7 -7 .0 66.7 - 3.1 1. X1.8 55. .0 .2 5 .4 .7 - 2.7 0:000 -73.5 62.0 2.0 54. -54.8 -46. 4 . -4 .1 .3 -44. 431 -43.7 43.2 .2 63.000 6.7 -7 . .7 A 5 . .9 51.7 1. .0 -43.0 2. .2 1.3 7-13 R40.00.088.000 687 - 65.5 -65.5 2 40. .5 X39.5 .T .7 -37.968. -7 .0 608 -8 .8 537 37 483 -48.3 1 1 38. :3 4 -36.1 B. -75.0 582 .2 51.3 1.3 44.2 -44.2 .4 -37.4 38. 6.1 - 5. - 8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B&D FTL-1969& L-3740 B.5/16"LAMINATED(1/8"HEAT STRENGTHENED,.DOD PVB, 1/8"HEAT STRENGTHENED) D.13/16"LAMI I.G.-1/8"HEAT STRENGTHENED,3/8"SPACE,5/16 LAMI(WHEAT STRENGTHENED,.090PVB,1/8"HEAT STRENGTHENED WINDOWND H WIDTHS 0 0 1. 0 3. 26.500 -75.0 66.7 -75.0 88.7 -75.0 68.7 -7 .7 - 6 37.000 .7 -75.0 .7 -75.0 68.7 -75.0 88.7 -75. 7 -75.0 88.7 -75.0 .7 M,-74.966.7 . -75.0 66.7 -7 . rrowtcr9uvr9r 44. 7 - 5.0 66.7 -75.0 86. -75.0 BB. -75. 66:7 -75.0 -75.0 86.7 -75.0 68.7 -75. y"" ,iY°'~'�' 53.12 .7 - 7 -75.0 .7 775.0 66. -75. .7 -75.0 66.7, -75.0 .7 , -75.0 86.7 =- 6. we 60. 7 -75.0 -75.0 -75.0 -75. 6 .7 -75.0 .7 -75.0 .7 . -75.0 66. 75.0 { 63. 88.7 -76T.-IM -75.0 -75.0 68.7 -7 . .7 -75.0 66.7 -75.0 .7 R7 .966.7.7 -75.0 66.0 0 68.7 -75.0 .7 -75.0 86.7 -75.0 66. -75.0 :7 -75.0 -75.0 .7 .7 -75.0 70.000 66.7 -7 .0 66.7 -75.0 66.7 - 5.0 66.7 -75. -75:0 66.7 -75.0 .7 -72.74.00 8 .7 -7 .0 86.7 -75.0 66.7 -75.0 66.7 -7 . 6 .7 -74.6 -73.5 F.K. 12 29 0 F-UPDATE TABLES NOTES' F.K. 7 2S 03 F-COW TA r J tW F. . 4l4 03 f-A00 1 18'L& lES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM mus E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DAOE COUNTY). D.B. 2 18 98 S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES MTK9.Kr49.,: ASTM E 1300-98 (AND ASTM E 1300-94 OUTSIDE MIAMI-DADE COUNTY). p4lall GLASS TYPE COMPARATIVE ANALYSIS C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADS COUNTY. I I� troy toNO OMIS,Ft 3 705K NacoMls.�34276 ALUMINUM HORIZONTAL SLIDING WINDOW L.0"P.E. P.O.BOX 1329 Seac �"°�N0' v:M PE 9397t2 NOKOMIS,FL 3427• HS-710 NTS 2 r 6 4112 G Sh child 5/16" LAMINATED 13/16 NOM. i/8" HEAT STRENGTHENED GLASS 12 13 1/2" .090 SAFLEX KEEP/SAFE MAXIMUM GLASS GLASS QOR DUPONT PV6 INTER LAYER OUTSIDE BITE O TSIDE 8 G 1/8" ANNEALED OR HEAT 5 INSIDE 5 INSIDE STRENGTHENED GLASS 3/8"AIR SPACE Z 6 , 6 1/8" HEAT�� RD HEAT STRENGTHENED IF.— 1/8"ANNEALED CLASS STRENGTHENED 090 INNER LATER GLASS O GLASS (DUPONT BUfACITE OR 090 INNER LAYER OSAFLEX/KEEPSAFE MAXIMUM) (DUPONT W/BUTACIIE OR 1/8' HEAT SAFLEX/KEEPSAFE MAXIMUM) STRENGTHENED ®9 OR @— GLASGLASS S 1/6"ANNEALED GLASS V-1 SITE 1 TYP. GLAZING DETAILS: 5f 16" (.350) LAMINATED GLASS O 6 OUTS DE INSIDE alum 9 F.K. $72 4 OJ f-l>Ell 17 Shcf$ Rftfatsw f:K. 03 E—ADD 13 16"L02 0=GLASS W GLAZING DETAILS: 13/16" 825) I.G. r!vMTW T O.B. 2 16 96 �� OwerpitlsM I SECTIONS & GLAZING DETAILS �4 1070 TEONNOLOCY DRIVE NOKOMIS.FL 3427s ALUMINUM HORIZONTAL SLIDING WINDOW REFERENCE TEST REPORTS: FTL-1969 & FTL-3740 PE IkPB_ P.O.Bo% 1549 s'"'/MeON1 �` L. �No. R«: Sx"a�l NOKOMIS.n.34274HS-710 NTS 3 u 6 4112 G EXTERIOR MAX. VAM. ROUGH OPEN NG11 MAX. DAYLIGHT OPENING 1 ROUGH Z OPENING 3 5 72.710 7 MAX. DA 9 7 Soo 9 7 5 g - 6 2.784 31 2.784 14 5 17 10 18 ROUGH 3 or�NNc 1 4 2.643 .705 .500 MAX. HORIZONTAL SECTION DAY LITE O OPENING T X. OPPENINVENT 12 9 OPENING MAX. 1 HEIGHT .F2�EBLQB M 2.094 1 8 .500 F.K.- I2 29 0 6-18lplf MW IN 90 2.710 9 F.K. 7 2J OJ 7MV70,AIS SNI r. ROUGH 6 F.K. EIF02 E A00 129-132 OPENING VERTICALSECTION D.B. 8 SECTIONS & GLAZING DETAILS 10NO,roM"IS°F°� ALUMINUM_HORIZONTAL SLIDING WINDOW awl L 3071 P.E. P.O.BOX 1520 NO PE ikl"z KOMIS.FL]4274 HS-710 NTS 4 6 o 4112 sttuon..1 APPROVED NOTES: WOBUCK (SEE NOTE J J 1. USE ONLY MIAMI-DAOE COUNTY APPROVED ELCO TAPCONS. APPROVED " (S2. REFERENCE TEST REPORT: FFL-1969 & FTL-3740 ... .. . " WOOD BUCK + • .• 1 1/4" MRN. 3 INSTALLATION OF WOOD BUCK TOY HE SUBS OFFI ENGINEERED SEPARATELY (SEE NOTE 4.) ;' .1 : 1 1/4" MIN. 4. INSTALLATION OF ix WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. Ile MAX. 1 i/4" MAX. SHIM SHIM 1/4" MAX. SHIM-.1 1 1/4" MIN. 1/4" MAX. SHIM 1 1 j4" MIN. ©3/16" TAPCON X12 WOOD SCREW© I I (SEE NOTE 1) • .. TYPICAL HEAD SECTION TYPICAL HEAD SECTION SUBSTRATE ANCHORING WOOD ANCHORING ::... #12 WOOD SCREW &.3/',6- TAPCON ��' (SEE NOTE 1) &//�� /12 WOOD SCREW 3/16" TAPCON G WOOD B CK 2x WOOD BUCK (SEE NOTE 1) (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING 1/4" MAX. SHIM rr�.T wb Ir 1/4" MAX L �"'jyZ SHIM 1 1/4' MIN. F.K.• 12129103"N wo t p SRR ~11/4" MIN. : F.K. 7 23 03 F ApApIE 16 tAPCONS �. y 1 •.• •..�'; F. 4 403 E-NO CHH MIS SHT APPROVED NOIES 3& 4 • 2x WOOD BUCK .B. 2 16 98 (SEE NOTE 3.) Dow* &, TYPICAL SILL SECTION TYPICAL SILL $,ECTION ANCHORAGE SUBSTRATE ANCHORING WOOD ANCHOPoNG r/16 0-( "�NOK0276w ALUMINUM HORIZONTAL SLIDING WINDOW PAbMt L CYik Pk. P.O. 1529 Seems aO1M�0• �'"' PE 939712 BOX ,,,I xoxa+rs. HS-7io u27� NTS 5 a 6 4112 G .705 .062 1 1.349 .062 L ul 2.784 1.187 .�— ,062 1.403 •062 1.187 tl.291 1.081 •737 O SASH MEETING RAIL ®SASH SIDE RAIL 2O FIXED MEETING RAIL 6063HS—T54 ALUM. 6063—T5 ALUM. 1O FLANGE FRAME JAMB 6063HS—T54 ALUM. 6063—T5 ALUM. .062 —�-- .062 1.057 — �— .062 — — .723 1.373 2.094 678 688 --�1 t —T 1.273 j .050 � I 4I 1.122-T T—tI---L I-� 710 —moi @)5/16- GLAZING BEAD ©WIND LOAD ADAPTER 2.710 -� 6063—T5 ALUM. 6063—T5 ALUM. Q FLANGE FRAME HEAD O FLANGE FRAME SILL 6063—T5 ALUM. 6063—T5 ALUM. 9wosucr�ev9w ��•9 r�i.rr9ti9r 062 ( i.097 An4r•r 1.187 —�j Imo— --L 1.183 f �.. 2.074 +1 050 1,349 i�0 13/16" GLAZING BEAD F.K. I2 29 F-dp S6 Oil!S SIl1 6063—T5 ALUM. FK. 7 23 03 F-W CM W 9ff .062 10 SASH TOP & BOTTOM RAIL 6063—T5 ALUM. lRow ar (D FRAME SILL ADAPTER FK 0 O-NO CM 176SHT 6063—T5 ALUM. F.K. i 1 2 Ol EXTRUSION PROFILES ,opo.ECIM0.OGY o,"'E � K MINUM HORIZONTAL S / IN ��.�,�.3.26 ALUL D G WINDOW ('.ftw 4 Oak P.E. P.O. x SnMJMNN� SoelK do"M0 ft Mr, FiQ 1629 REFERENCE TEST REPORTS: FTL-1X65 do FTL-3740 +9++2 "OKOMa,n 3a?a HS-7t o NTS 6 a 6 4112 G eu„aur M I A' M i•DiADE NLIA_M1-DkDE COUNTY. LORID gUILDLNG CODE COMPLIANCE Orr'ICE BCCOj ETPO-DADE r1 AvLER RUILDIN PRODUCT CONTROL Dn7ISION I4€►FEST F"LAGLER 3TRJEET,SuTTE 16f ML�NiI.FLORIDA 3�i3Ct-tSc NOTICE OF �CCE]PTANCE (NOA) ;3c�53?s-a9ol rA ,,30;;,-; zsf Florida Window Systern. Corp. 7191 NW" 77 Terrace Medley,FL 33166 COPE: This NOA is being issued under the applicable rules and regulations a ve a h , The,documentation submitted has e �o rnin�t.e ase o; cons uctior ml,attna,s. b en re`iewed by Mian--Dade County Product Control Division -- the Board of Rules and A ilio„ and accepted PP�ais (BORA) to be used in Miami Dade County and other areas where allowed by the:4utnority riaving Jurisdiction (�JiT;. This NOA shall not be valid after the expiration date stated below. C The da n -,Dade �ounry Praduct Contr: Division (Zti 1`lia ni Dade County) and/o- the .AiJ din areas otier than Miami Dade Counyj r�s rve the a ii-ht t h8've tPJS product Or mate ial tested f0? quality assurance purposes. if this product or material fails to D__77' lin } the accepted manner, the manufacturer will incur the e,pense of such testmg and the ,gJij revoke, modify, Or suSDend the use 0, such product o; material within r Ir itliiSdiCiiOn. BORA es rvemav �7 i-gi to revoke Mis acceptance, if it is deternined by Miairii-Dade Cutin rnateria7 fails to meet the re ui =mems of the applicable building code. Produc Cont-o, Divisior, that phis ;_,roduct c 9 ✓ This product is approved as described herein, and has been designed to co nolo wit'r, the Fa ida Building Code. including the ?T,igh Velocity Humcane Zone. DESCRIPTION: Series FVVS-200 Alurninurn Single Hung Window A�PPRON'-A-L DOC MMN'T: DraWing No W04-20t1t}ed "Serres FITSui, JITi:Ie sung '�,7lndow 1 .i .l.) SiieetS i tl"LrOii-h Of�. 'epared by r r P- I -ra.ooq Corporation, dated 03.'i 1/�'; signed and sealed by X-Iumayoun rarooq, P.E., bearing, he Miami-Dade Counry Product Control Ap �PTa.-al pro,,'al data. by the 1�I; s ama with the Notice of Acceptance nurnber and ap ,ami-Dade County Product Control Division. MISSILE P?vLPA CT RATING: Larne and Small ?:)issue Impact LABELING: Each unit shall bear ape an- 'L Jab--i with the manufacturer's name or logo, cid. state and foi}owing s�tement: "Miami-Dade County Product Control Approved unless otherWise noted herein. E'tEVF A.L of this NOA shall be considered after a renewa} application has been i}ed and there has been no Change in the applicable building code negatively afiecting the performance of this product. TERNLINA I I4N of this NOA wiD occur after the expLratior) date or if there has b-...en a revision or chance in the materials, use, and/or manufacture of the product or process. Misuse of this N OA as an endorsement of any product for sales. advertising Or an}' Ottier purpasts shall automatically ter nate this NOA . l allure to COMD1\' itr ar; section of this NOA shall be cause for termination and removal of No D ERTISEME?N'T: The 'SOA number preceded by the words Manz-Dade Count-v. Forida. and fol}ovvte b. the e;:piratian date may be displayed in advertising literature. if anportion of the NOA y is displayed, then, it steal be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its disc-ibutors and shall be avaiJab}e for inspection at the job site at the request of the Bui}ding O` IciaJ. This ?Vt�A COnSI5t5 Of thlS pageI,and E-J- as thre'i abO1p. as approval document mentioned The subm ped documentation was re vje F. Gonzalez. P.E. NZ NOA No a44�528.03 Expiration Date: July 29, _7009 Approval Nate: July 29,2044 Page 49 3/8 D.L. OPG. i o 5 1/2" MAX. TYP. }4" MAX. l Z CO o FALSE MUNTINS U rn HEAD/StLL CORNERS HEAD SILL I En / n 1 HEAD/SILL APPLIED) z w to I z ^J MAY BE USED o Q to d o to 0 0 N U' I tY I it O d Q 4eCL Li cD U 'n n 'I CrZ > Og Q Q l T COLAJ tY N _ -� co �iO UJ 3 m �rwCL 00 n � < z II II N Q J 3 Q � wrw n � v H �? r7 p ii II rn I O S UJ 0 11 II t— CD r o Z V) _ L x° 48 1/8 4 w 3 Q Z D.L OPG. z 0 C° o in cJ 50 5/8" m = Z M o VENT WIDTH ¢ r 53 1/8" Q WINDOW WIDTH Ln O �o 1J Ei r m TYPICAL ELEVATION TESTED UNIT SERIES FWS-200 ALUM SINGLE HUNG WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER A�prwer��aosBmKbth CHART SHOWN ON SHEET 2 Fla €lffi3skiingCodeDate( 2 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. NOA# SHUTTERS ARE NOT REQUIRED.. Miami D &Product Conv 3 Dieis:aQ APP-ROYAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 0 0 OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES 0 0 OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. Engr: DR. HUMA`,'OUN FARODO ! o SfRUCTUR� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER r-a PE f 16857 M _ LOADS TO THE STRUCTURE. CAN. 538 0 ANCHORS .SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. o° W ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. drawing no. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL WO4-'ZO MAR 1 9 2004 sheet 1 of .5 EQUAL CITES WINDOWSN UNEQUAL LITES WINDOWS � . ( l DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF J V_ GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' �� 0 WINDOW DIMS. ANCHORS 'A' ANCHORS 'B' ANCHORS 'A' ANCHORS 'B' ~ WINDOW DIMS. ANCHORS 'A' ANCHORS 'B' ANCHORS 'A' ANCHORS 'B' o' �I V ca _! WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT•(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) > 'i WIDTH HEIGHT EXT,(+) I1 NT.(-) EXT.(+) tN7.(-) EX I 1 NT.(-) EXf.(+) 1 NT.(-) Z Q O �f 19-1 8" d I 60.0 65.0 60.0 65.0 66.7 I 75.0 66.7 75.0 of 19-1/B" 60.0 65.0 60.0 65.0 66.7 I 75.0 66.7 75.0 v `v 26-1/2" 60.0 65.0 60.0 65.0 65J 75.0 66.7 I 75.0 26-1/2" 60.0 ( 65.0 60.0 65.0 65.7 74.4 .66J 75.0 o o O 32' f 60.0 65.0 60..0 65,0 66.7 75.0 66.7 75.0 32' ( 60.0 I 65.0 60.0 65.0 65.2 65.2 66.7 75.0 Q 37' 26 6O.D 65.0 60.0 65A 66.7 75.0 66.7 75.0 / (3) 37 I 50-5/8" 58.7 58.7 60.0 65.0 56:7 58J 66.7 I 75.0 42' 60.0 65.0 60.0 65.0 66.775.0 66.7 + 75.0 d 42' (4) 53.3 53,3 60.0 I 65.0 53.3 53.3 66.7 1 75.0 o 46" 60.0 55.0 60.0 fi5.0 66.7 75.0 66.7 75.0 48 48.0 48.0 60.0 61.7 48.0 48.0 66.7 i 75.0 U Z L, � o0 53-1/8- 60.0 65.0 60.0 .65.0 66.7 I 71.3 66.7 75.0 53-1/ - 44.3 44.3 66.7 I 75.0 Z > Og 19-1/8 60.0 65.0 60,0 ! 65.0 66.7 75.0 66.7 75.0 - < < 191/8" 60.D 65.0 60.0 65.0 66.7 75.0 66.7 75.0 1Z r- o D 26-1/2" 60.0 55.0 60.D65.0 66.7 75.0 66.7 75.0 26-1/2" 50.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0R s uS O i 32' 60.0 65.0 60.0 65,0 fi6J 69.3 66.7 75 0 32' 60.0 I 65.0 60.0 I 55.0 66.7 69.9 66.7 75.0 QW w 38-3/8" l 37" 60.0 1 61.9 60.0 65,0 61.9 I 61.9 66.7 75.0 37" 07" 60.0 63.1 60.0 65.0 63.1 I 63.1 66.7 75.0 ! z ZF66.7z N Q w 42' O 55-.9 55,9 60.0 65.0 55.9 55.9 75.0 42` (5) - - - - 57.5 57.5 1 66.7 75.0 1 w r- 48' 50.0 50.0 60.0 65.0 50.0 50.0 66.7 75.0 48' - - - - 51.9 I 51.9 66.7 75.0 53-1/8- 45.9 45,9 60.0 65.0 45.9 45.9 66.7 75.053-1/8 - - - - 48.0 I 48.0 66.7 75.0 19-1/8 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 /8: i 60.0 65.0 60.0 I 65.0 66.7 75.0 66.7 75.0 26-1/2- 60.0 65.0 60.0 65.0 66.7 74.4 66.7 75.0 26-1/2" 50.0 65.0 60.0 65.0 66.7 75.0 65.7 , 75.0 0 32' 60.0 65.0 60.0 1 65.0 65.2 65.2 66.7 75.0 32' 50.0 I 65.0 60.0 65.0 66.7 I 73.5 66.7 i 75.0LIJ 50-5/8" 63„ 3 37' 58.7 58.7 60.0 65.0 58.7 58.7 66.7 75.0 37' fi - - - - 66.6 66.6 66.7 75.0 z ui 42' (4) 53.3 53.3 60.0 65,0 53.3 I 53.3 66.7 ! 75,0 42' O - - - - 60.8 60.8 6fi.7 75.0 s W o CAI 48' 48.0 ! 48.0 60.0 65.0 48.0 48.0 66.7 1 75.0 19-1/8" I 76" 60.0 65.0 60.0 65.0 66.7 1 75.0 66.7 75.0 w 3 L 53-1/8" 44.3 44.3 60.0 65.0 44.3 44.3 66.7 I 75.0 26-1/2" 1 (6) 60.0 65.0 60.0 65.0 65.5 66.5 66.7 75.0 z Q 19-1/8" 60.0 65.0 60.0 65.0 66.7 75.0 66.7 75.0 32` - - - - 57.6 57.6 66.7 75A Q w o Z ~' N 26-1/2" 60.0 65.0 60.0 65.0 66.7 I 75.0 66.7 75.0 � r.t * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. �y 32' 60.0 65.0 60.0 65,0 66.7 69.9 56.7 75.0 o LL m 37' 57" 60.0 63.1 60.0 65.0 63.1 63.1 66.7 75.0 Q 42` (5) z 57.5 -57.5 60.0 � 65,0 57.5 57.5 66.7 75.0 � 48' 51.9 51.9 60.0:=65 51.9 51.9 66.7 75.0 cn w O w 53-1/8" 48.0 48.0 60.0 62,2 48.0 48.0 66.7 75.0 N BULB VINYL 60.0 65.0 60.0 65.0 56.7 75.0 66.7 75.0 BULB VINYL 26-1/2" 60.0 55.0 50.0 65.0 66.7 75.0 66.7 75.0 32' 60.0 65.0 60.0 65.0 66J 73.5 66.7 75.0 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS 37' 63" 60.0 65.0 60.0 65.0 66.6 66.6 66.7 75.0 .075" STORMGLASS INTERLAYER (6) .090" PVB INTERLAYER BY OLDCASTLE 42` 60.D 60.8 60.0 fiS.D 60.B 50.8 66.7 75.0 SAFLEX/KEEPSAFE MAXIMUM OR 48' 55.1 55.1 60.0 61.6 55.1 55.1 66.7 75.0 BY SOLUTIA .090" PVB INTERLAYER c: SAFLEX 53-1 8" _ _ _ _ /KEEPSAFE MAXIMUM / 51.0 51.0 66.7 75.0 1/8" ANN. GLASS BY SOLUTIA 19-1/8" 60.0 55.0 60:0 65.0 66.7 75.0 66.7 75.0 U 26-1/2" 60.0 55.0 60.0 65.0 66.5 66.5 66.7 75.0 1/8 HEAT STREN'D GLASS Approv,-G as COMMytna with tileai n 32' 57.6 57.6 60.0 6SILICONE Florida R 'din-Cade Y 5,0 57.6 57.6 66.7 75.0 � U ' PECORA 895 SILICONE Dszt 10Or 37" 76" 52.0 52.0 60.0 65.0 52.0 52.0 66.7 -75.0 z m m PECORA 895 6 42" ( ) - - - - 47.7 47.7 66.7 75.0 5 � cn Miami t�'_reduct£ems � aJ sroisio€� F a 48' - - 43.4 43.4 66.7 75.0 I 'i �, j i BY c 5371/8" - - - - 40.4 40.4 .66J 75.0 it it * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 0 En9r. DR..,HUMAYOJ^ FAR000 A o tI RUCTURES i a + FLA. FT 17 :16557 r \ 2 17 C..A.N. 353E o S GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS drawing no. W04-20 MAR ,I 9 .2004 sheet 2 of 5 WE?OQ BUCKS NOT BY r W.S., MUST SUSTAIN LOADS � YPICAL ANCHORS 1 BY METAL STRUCTURES '' wooD BUCK-7 (STEEL OR ALUM. 1/8" MIN. THICK) I IMPOSED BY GLAZING SYSTEM AND TRANSFER T HEM ' ?� I��. SEE ELEV. FOR SPACING / �-J STEEL Fy = 36 KSI MIN. I TO THE BUILDING STRUCTURE. ALUMINUM 6063–T5 MIN. z n� 3 I _ to J d TYPICAL ANCHORS Z w z Q SEE ELF . FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING p o N .c N TYPE 'A' 3/16" TAPCONs �, o, 0 , INTO 2BY WOOD BUCKS OR WOOD STRUCTURE a o I 1. 1-3/8 MIN. PENETRATION INTO WOOD OCL V THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY p u Ocj p` s � � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z j"' co TYPE B' 114" rAPconls o g Q Q 'It p, n r� � cc 00!I !i clq INTO 2BY WOOD BUCKS OR WOOD STRUCTURE En Cr it 'jt 1-3/8" MIN. PENETRATION INTO WOOD w V) �` o I z THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY a Q _J o l it 1-1/4" MIN. EMBED INTO CONC. OP. MASONRY IL J� MIAMf-DADE COUNTY of FAPPROVED MULLION #12" TEKS OR SELF DRILLING SCREWS _ SEE SEPARATE NOA INTO METAL STRUCTURES (1/8" MIN. THICKNESS) d (1/4" MAX. SHIM SPACE) ,r I lam- CD X12 SMS OR SELF DRILLING SCREWS 3 V) ! j! 9A OPTIONAL TO z o II I. SPRING LATCH INTO DADE COUNTY APPROVED MULLIONS i 8 "-I (NO SHIM SPACE)ej w .Q _Z Q CD "' 0 w ca o o SEALANT: Z w TYPICAL ANCHORs ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Q L o SEE ELEV. FOR SPACING SCHNEE-MOREHEAD 5504 SEALANT. Z _ 3 !i o ! j: ,: r W 14 I! w Q OLQ WEEPHOLES: u j' W1 = 1-1/2" X 3/16" WEEPHOLES AT 2-1/4" FROM EACH END W 0 is is z _ � iI LI o Z CL II ii o w !I !I C Baa CO,gjyijjg.vith tt c' � ¢� O E Date10 © Z9 isiQu Ir :; � O 15 Q c W1 : : Engr: DR. HUMA fO!UN FAR000 e o a �� STf2UCTUtZ1 c i N a 7-77-7. - FLA. PE 15557 o i Lt e C, m N drawing no. .., 2BY TYPICAL ANCHORS WOOD BUCK i�`04-2O SEE ELEV. FOR SPACING TYPICAL ANCHORS MAR 1 8 2004 SEE ELEV. FOR SPACING sheet 3 of 5 ITEM PARTREQD. MATERILI I i MANF./SUP PLIER/REMARKS 1 FWS7020 1 FRAME HEAD 6063-T6 (� 2 FWS-021 i 1 I FRAME SILL 6063-T6 - Z m l p 3 3 FWS-022 2 FRAME JAMB 6063-T6Ln - 4 FWS-025 1 FIXED MTG. RAIL 6063-T5 - C Q Q 5 I FWS-024 I 1 VENT TOP RAIL 6463-T6 - N .d 6 I FWS-023 I 1 VENT BOTTOM FLAIL 6063-T6 - p0 o v 7 FWS-016 2 VENT SIDE RAIL 6D63-T6 Q EL B FWS-029 I AS ROD. GLAZING BEAD 6063-T6 - 9 FWS-018 2/VENT VENT LATCH 0 10-3/4" FROM ENDS 6063-T6 - Oto r 9A - 2/VENT CAM TYPE SWEEP LOCK ZAMAK INTALLED W/ (2) #B X 3/4' FH SMS U Z w 0 10 - 2 LATCH SPRING I STEEL - c g < Q I i 11 885 A5 REOD. GLAZING COMPOUND - PECORA rm N 12 (#8 X 1-3/4" 20 FRAME & VENT ASSEMBLY SCREWS CRS I PH SMS c O dLjE 13 — — — j — Ls. Z En M MIAMI-RADE COUNTY 14 W21175 AS REOD. PILE W-STRIPPING WILY PLASTIC FIN - ULTRAFAB Z N E w APPROVED MULLION 15 E205 AS REOD. BULB W'STRtPPfNG VINYL - U-1 ~ SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 16 - 2/VENT BLOCK AND TACKLE BALANCE j 16A - 2/VENT 5/8" SPIRAL BALANCE v N 17 #6 X 3/B" - ' SASH GUIDE SCREWS + - FH 3 rn 18 20-09 2 SASH STOP I ALUMINUM - SUJ 0 SASH GUIDE - - _ 20 - , 1 5/16" BOX SCREEN - OPTIONAL U � Q Lv 0 o S, Lo zLi cl) r � °'o WINDOW WIDTH WINDOW WIDTH N It_ r r j ' VENT WIDTH 1/4 SHIM 2BY MAX.._p WOOD BUCK o 16 10 7 g e G Approved as coinplying with&S TYPICAL ANCHORS Fiaride 2 SEE ELEV. FOR SPACING Date NO - - - - - - - - - - - - - - - - - - - - - - - . suai de®rudest�a�t'� - - --- - - - - - - -- -- — - - - - - _ _ _ _ _ TDivision ar a� d BY o _ ami O _ o 1 BY WOOD BUCK Engr: DR. HUMAYOUN FA<ODO 8 0 >TRUCTUF2ES M ¢. - o FLA. PE # 165.57 0 $ o f C.A.N. 3538 EXTERIOR D. o m a a s D.L. OPG. rIWA owing no. WINDOW WIDTH oo-2a MAR 8 2004 sheet ¢of 5 R _ MIAMI DARE MIAM I-DADECOUttIY,FLORIDA MI:TItO-UAt.)E FLAGLtIt BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) tat)NEST FLAGLER STREET.SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2903 NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued tinder 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 Rulcs-and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al-IJ). 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 100 Aluminum Outswing doors w/sidelites APPROVAL DOCUMENT: Drawing No. W01-20,titled"Series-100 Alum Swing Door%v/Sidelites",sheets I through 5 of 5,prepared by Al-Farooq Corporation, dated 04-21-01 and last revised on 01-24-02, signed and sealed by Dr. Humayoun Farooq, 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 IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEtiIENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if anyportion 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 tl' 9,tl)G Building Official. This NOA 01-0724.10 and consists of this page as% a pr ocumcnt mentioned above. The submitted documentation was reviewed by h do,� NOA No 01-0714.10 Expiration Date: April 11,2007 Approval Date: April 11,2002 ' Page 1. v _ 14' MAXIMUM DESIGN LOAD RATING + 62.0 PSF �V Q 144' 2 1/2' 2 1/2' 1 FRAME WIDTH r•- . "1 - ( TOR DOORS wttHolli SIDELRES ) •- 81.0 PSF ' 12' MAx TYP at Ai e' MAX. _ ! 1 ai TYP, AT HEAD/50.L 3 ANCHORS REOD. ;' - HEIGHTS: a ALL INSTALLATIONS r " _ _ N0�11NAL HEIGHT FRAME HEIGHT LEAF HEIGHT DAYIJTE OP/'- 1 SURFACE APPLIED 0 _-----= - -'_- '� a/e 79-7/e' 7-3/e' 67-s/e. O N FALSE MUNTINS A --- i �� :J r E' MAY 9E u5m �" ` - e/o 9s-7/6' 93-3/e• e3-s/e d o� 1 _it WIDTHS: t� r, _ NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. It Z/6 (X) 31-1/2' 28-11/16' 1e-1S/+a' O n It / ;; or Ij 3/0 (l) 37-1/2' x-11/16• 24-1s/1a' U n 8 n =-I, F WOOD BUCKS NOT BY DORALUM, MUST SUSTAIN LOADS t{�U _r'• IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o 2 n 3 TYPICAL ANCHORS TYPICAL ANCHORS'-:'i�' SEE ELEV. FOR SPACING SEE ELEV. FOR.SPAC=-:l:' METAL STRUCTURES u e J TYPICAL ANCHORS (STEEL OR ALUM. 1/6' MIN. THICK) 17 C n t BY OR 28Y -iBY OR 28Y SEE ELEV. FOR SPACING STEEL : Fy w 36 KSI MIN. ['~n 2 WOOD BUCK WOOD BUCK W W ALUMINUM 6063—T5 MIN. W `�• � � N • •• WWI of —f cco�N 1e r� 1 1itsAll ya N R I I S ( Zn�V A /8 x 1FN SMS 1 1 O 1 1 AT 8. O.C. #14 SMS OR W O J i 17 N , 1/4' DUB SELF DRILLING SCREWS 25 2 TYPICAL ANCHORS: SEE ELEV. FOR SPACING in /e x I- FH sus ' ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURE m AT 6. 0. . 1/4- DIA. TAPCONS (BY ELCO) 1-3/4- MIN. TOTAL EMBED. (WOOO+SUBSTRATE) ' ' THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY Z R S 23 WITH 1-i 4- MIN. EMBED INTO MASONRY F '� 2 U� TAPC NS BY ElCO / ,. 1/4- D 0 ( ) t 1 I INTO METAL STRUCTURES OR"MUWON (STEEL OR ALUM 1/8-' MIN. THICK.)K.) = K 0 • 1s0o #14 SMS OR 1/4' SELF DRILLING SCREWS ' n 3 own ., t�n SEALANTS: a 1 ' 0 y c ' ' FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL $ z 0 METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. b c J 4 LOCKS u+ x Appmved cm dw W nmsu "m STANDARD OR ANO THUMB TURN BOLT ON LOCK. OPERATED ON Dwe ^ ILL 11 2ovL.. . 1 ' NOAO 1- , AT EACH ACTIVE LEAF LOCK STILE, 45- FROM BOTTOM Mhnl , h6Nct 16Cmm6i 2 1 Dhbim CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON 1 1 h EXTERIOR AND THUMB TURN ON INTERIOR 1J 23 AT EACH ACTIVE LEAF LOCK STILE. 38- FROM BOTTOM c MANUALLY OPERATED CONCEALED FLUSH BOLTS '/e x r FH SMS AT TOP do BOTTOM OF EACH LEAF LOCK STILE ` , , AT 6' 0..'. (FLUSH BOLTS AT TOP h BOTTOM Of ACTIVE AND INACTIVE LEAFS 24 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) 4 is x ' FH SMS HINGES: AT 6' .C.. c t7 s `"' EXTRUDED ALUMINUM BUTT HINGE o 3 ,n 1/8- THICK AND 7- LONG WITH 5/16- PLATED STEEL ROD > 1 = AT EACH LEAF JAMB STILE ONE EACH AT 10- FROM TOP do BOTTOM c w AND ONE AT MIDSPAN .. Engr. D4. =YO""WYD' n 3 STRUC'I1O" a n 3 • . ' FLL � / 16337 �. ' TYPICAL ANCHORS b a SEE ELEV. FOR SPACING TYPICAL ANCHORS drawing no. SEE ELEV. FOR SPACING W01_20 FEB 1 2!1t1? 2 of 5 lheGt .. . ........ ... TYPICAL ANCHORS q SEE ELEV. FOR SPACING 2 n 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING f/4' MAX. Z n J �� 18Y OR 29Y SHIM " &_ WOOD BUCK E+ a v O OH 1 FLUSH BOLT OPERATOR FLUSH BOLT OPERATOR O O a ON ACTIVE LEAF —..ON INACTIVE LEAF {CONCEALED) O a • S ACTIVE LEAF INACTIVE LEAF Ic 1 TT l7 24 G�n�N 9 0 02. 12 13 20 a ?� I1 f0 0.L OPG. D.L.O. D.L OPG. 7�2 2 14 /8 X I' FH SMS AT 11. O.C. /6 X 1' FH SMS LEAF WIDTH AT 6. O.C. 7- DOOR DOOR VAOTH 1/4' MAX FRAME WIDTH W n SHIM TYP adp~M EXTERIOR g (/tom) y 'Zlo uj �+ 9i 1/4' MAX. �/ O O 1/4' MAX- LLJ G7 SHIM SPACE SHIM SPACE ilwid ad�Y� `E.o! 7 NOAD 3 =z \ �^ ml�'ty�l�Di4 T10d.0d E sell O of C r N TYPICAL ANCHORS 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING C Ergr. Da HUWYOUN FAR000 4 •� STRUMRES FV-PE / 16551 n b Browing no. , , wni_,)n 4.000 548ITE11 0 PART 0 REQD. DESCRIPTION MATERIAL YANF./SUPPLlLR/REMARKSL;��j f � .078 TYP, -t _L - L ! 1 SW-28899 3/DOOR FRAME HEAD/JAMB 6063-T6 - N .203 .265 •6 2 SW-26900 2/LFJLF DOOR TOP/BOTTOM RAIL 6061-T6 I 1.300 123 3 SW-28904 AS REOD. WEATHERSTRIP ADAPTER 6063-T6 - 2d2, .272 4 SW-26698 1/DOOR THRESHOLD 6063-T6 - z ZJZ IGLAZING VINYL (S� 1:1) � a SW-28898 1/LEAF HINGE STILE 6063-T6 - n -2.013--1 6 7 SW-28901 1/LEAF LOCK STXE 6063-TG - ' ,� u O & SW-28897 AS REDD. SOEUTE JAMB 6063-T6 - O ' .062 /Y p FRAME HEAD/JAMB __I p 9 SW-28903 1/CORNER ASSEMBLY STIFFENER 6063-T6 - .726 p 10 SW-29244 3/LEAF HINGE DOOR PORTION 6063-T6 - p L 5" -1 .334 11 SW-29245 3/LEAF HINGE FRAME PORTION 6063-TG - U u n 8 I L038 �I� 0 N 12 2/LEAF 3/8' X 16 X 32' LONG THREADED ROD STEEL or wj'ttom o 363 E 0 T3 - 2/LEAF 3/&'X 16 NUT n 6 -r - GLASS STOP �I� 0 t3 - 1/HINGE S/18r X 6'ROD STEEL PLATED STEEL W N ' , O TS - &/LEAF 1/4' SETTING BLOCK NYLON WEATHERSTRIP ADAPTER 1.464 u14 - - is - AS REDD. GLAZING VINYL VINYL T- N-' G O. 17 'PIN-101 AS RE00. BULB WEATHERSTRIPPING VINYL - , �L750� 27i3 2� -� Is- PB-8400 AS REDD. P0.E WEJgHERSTRIPPING LEGELiill- 19 SILICONE PLUS SILICONE CORNING OR EOUIN.'i 20 5025 AS REQD. FLUSH BOLTS A IND. OR EOUN, gn .499 X10-24 X 1/2'.466FH SELF DRIWNG SCREWS 21 CP-Blit - ENTRY LOCKSEf O OR WESTLOCK .079 TYP. GLAZING ADAPTER (DOOR) 22 /8X3/4' PHSMS AS REOD. ASSEMBLY SCREWS LL FRAME JOINTS 3 PIECE HINGE 23 DOR-01& AS REOD. GLAZING ADAPTER (DOOR) IWAT 4.000 1.98324 DOR-017 AS REQD. GLAZING ADAPYER (SIDELRE)1.373 A rem 25 qOR-019 AS REDD. CLASS STOP Pwt&s QlAOo TS -1 D.�r11.�eoy g i W. .470 MOA1I DI-o72A<•/O - Mlul Drie T1.ir6 CAR11r Lj IC F-1823 A��.(f�4N.la 7 n I•�j n TOP/BOTTOM RAIL GLAZING ADAPTER (SIDEUTE) 3/16' ANNEALED cuss 3/16' Hr. sTREn'o cuss 3/16' HT. STREN'D GLASS j 090 SAF-GLASS POLYURIlONAT1 .130 GIASSLAM SAFETY PLUS 8 OM 2.177--y z� ERLAYER 090 SAFLDL IIIG PVB INTERLAYER .130L Z } I3/16' Hi. STREN'D GLASS li.� WJ .84;- 3/16'ANNEALED GLASS 3/16' HT. STREN'0 GLASS ^ W J L375 '300 lo L � 1-�1.547 F7 T- .062 TMP. I I I I 4000 ASSEMBLY STIFFENER I I I I I i THRESHOLD �2093-1 c t.822 •062 TYP. 2.281 i i m 1.636 I 7 �^ I^ 2Ein 718 .525 1.371-I4i 4.IS6 c I 7/16 OVERALL, LAM. GLASS 7/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS' o 0 BY SECURITY IMPACT HOLDING' BY 'SOLUTIA INC.' BY 'GLASSLAM SAFETY PLUS' SIDE LITE GLAZING BEAD SIDE !-ITE JAMB GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C'07, ` , .078 TYP, .078 TYP. q •, 1 Engr. DR. HUMAYQUN FAROOO 4 STRUCTURES � e L730 1.750 u 2.076 FPE / 16.57 3.999 - 4.687--i Browing no. FFA 1 1 7001 W01-20 HINGE STILE LOCK STII F . A U (� C s Z � 3 zo c i Oto ^ vW S 6 4 o Appevved a easpyl� tA d Florlh fldNui `E.b ( Z In �n bate AMILIN 9 o NOM W 7c c IMl�sl Do"Pwvdvct CoreiaJl 22 Dyns L'q CA V1 a�D m 12 3 r Z R gW° � FRAME-IM-COR-NOg $� 3 z W 0 J Q V W V1 U O � 0 122 ' o 0 c DOOR LEAF CORNER v u N Y C O p a FRAMEsOnOM CORNERCORNER E o c s 4 o Engr. OR. M:iWyo N FAROOO 7 SrwUC7URE5 a 3 FlA PE 1 t 6•,37 ^ �. ` e / drawing no- W01—20 o.W01-20 FEB 13 2002 sheet 5 of 5 t r M t A M I•DADE MIAMI-DADS COUNTY,FLORIDA METRQ-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION NIIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)375.2905 NOTICE OF ACCEPTANCE (NOA) PGT 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-Dadc 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: I"x Std.Wall-Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No.6620,titled" I"STD.Wall Mullion",sheets I through 5 of 5, prepared,signed and sealed by Robert L.Clark,P.E.,dated 5/24/01,bearing the Miami-Dadc 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 following statement: "Miami-Dade County Product Control Approved",bnlcss 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-Dadc 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#00-0912.05 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 02-0701.05 7 Expiration Date: June 28,2006 Approval Date: July 10,2002 Page I III V µ,ml ANCHORS TMrff ANC R i W I ANCHORS: iYPf.'B', TYR MULLON GLAZING CLAZINC C'OR 'D' ANC/•.'ORS: 00TH ENDS\ rypE,•B', PRODUCT H2 PRODUCE 'C'OR 'D' I 111 ANCHORS: �W--I DOTH ENDS �: ANCHORS: - TYPf.'B'. TYPf.'8'. MJ 'C'OR D' C'OR D BOTH ENDS GLAZING H2 H TYP MI I BOTH fN05 �. \ PRODUCT MULUON M2 H H GLAZING GLAZING I HI PRODUCT PRODUCT m'' Typ, GLAZING GLAZING I MULLION H MULLION PRODUCT PRODUCT M4 HI Hl GLAZING PGLAZINGRODUCT GLAZING GLAZINGP_ 4 PRODUCT PRODUCT PRODUCT PRODUCT W I— 1--I-- W2 WI—l—W2-- W W 1—Wi-1—W2—I—WJ— W WI+W3 1 W W. Wt+W2 N_ NI+H2 H_ HI+H2 W a WI+W2+WJ (2) WINDOWS MULLED TOGETHER (1) WINDOW MULLED (2) WINDOWS MULLED H _ HI+H2 FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE W/ONE ABOVE MULTIPLE WINDOWS MULLcO DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE ON PAGE 5 OF 5 DESIGN PRESSURE SEE TAKES DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE MAX OPENING = W OR W 1+W2 ON PAGE 5 OF 5 ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES MULL LENGTH = H MAX OPENING = H OR HI+H2 M1)MAX OPENING = H OR H1+H2 ON PAGE 5 OF 5 MULL LENGTH = W MULL LENGTH = W OR W 1+W2 MJl MAX OPENING = H OR H 1+H2 Q)MAX OPENING = W OR W 1+W2 MULL LENGTH = W OR W l+W2+WJ MULL LENGTH = HI M4;MAX OPENING = W I+W2 OR W2+WJ MULL LENGTH = Hi PRODUCT REVISED n—Pl*t-ft the FlveA. APPT.OVEO AS COMPLYING WOff nW D.W1o9 Colt. Aol>ep4aa Nu 02-0�01.0'S SOUTH FLOROA BUILDING CODE laWn�llole� E JUN Br _ NV IDeJe Prud�omrd Pii T Y1ROL dV1510N C N oe BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.00- 1 Z'•OS R,.d By: Dole: CnAE Or:Dole: Revitiena: NOTES 1.FOR ANCHORAGE TYPE, QUANTITY AND LOCATION ao n Rr P.J.P. oole4/28/00 REFER TO SHEETS 2, 3 AND 5 �� De.c iptiw_ 2.WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS INDUSTRIES ARRANGEMENT DETAIL � J.MULLIONS ARE APPROVED FOR IMPACT NON–IMPACT rlle. do ey�i 7 " STD. WALL MULLION 4.REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Q k,Rt. Srne:/Votlel: Scale: Sn.eh. Orowinq Na. Rev: PE.#39712 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, fl 34275 NOKOMIS. fl J4274 MULLS NTS 1 . 5 6620 Z , L ' i -MULL i 2.OR 4- P.L.r. it MutuoN PL.,. lA MULLHIN , = ;- - � fir'-ri• �-2-Or, ,-_i /11 r.".S.M.S. SlALLERCO ON 111 F.N.S.M.S. MIN. POSTfE SIDES MWD BUCK STACCEREO ON MLILU ON CLIP 1 : -_--,.; NOT 10 REUOITD TO OPPOSITE SIDES Cur FUNCES OFF OF r .__... .. CONCRETE MIN. _._.. ELITE M 1N (50 AS NOT TO MLtL CLIP TO FORMA I. :I I : UCN OTHER) MWD :. -.••-------.- INTERFERE MIFF L TALL A 7b NEL AND p - '• BVCX (7YP) I UCH OTHER) INSTALL AS SHOWN - 1'— S[E NO L(7YP ; /12 SMS (199/) .t� 2� (TrP)1 p 7E/1 — Ti------- --r!.. CCC��I e MUST BEDADE COUNT is i ( � MIN.h'rAPcoN(11ep APPROVED.SEE NOR// ", •.' -. . CIN.ON RETE OR ARON IN70 P.C.L ....... ........ ...._.... .. I� MIN. '. `�-' •.'! ,' SJRUCn/RE.µL FASTENERS �� � - CONCRETE OR BLOCK EDIT ( MULL — MULLION '�' ' - MUST OE OMf COUNTY APPROWO.SEE"Orr/I TYPICAL MULLION TO MULLION INSTALLATION TYPE A". TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC TYFE "C' P.C.T. Ir MULLION _ P.L.7. Ir MVLLKIN 1 r2 OR 4-� 1 �2- OR 4"—I r- /11 F.N.5M3. ►�r• 111 F.N.S.M.S. STAGGERED ONSTACCEREO ON 1 ; OPPOSITE SIDES OPPOSITE SLOES MlN. _____________ ( so As Nor To MIERFCRf WITHMIN0,or To .— 1NT[RJERE wIDI :, , EACH DRIER) I ;. __.._.. UCH OMER) MWD I u (TYP) I ;® a SEE NOR/1 MWD 21 (TYP) ( ;.p p SEC NOTE/I BUCK _E 11 IButz (iYf : i� I WOO 00 SCREW(199/) I1 _ MIN. IAPCON 116 ' MIN. I PEN ETRA RON IN70 MIN. 1} CK ALL 1A INTO I CONCRETE OR BLOCK I MIN. WOOD BUCK.ALL FASTENERS I STRUCTURE.ALL FASTENERS MUST 3E DiDE COUNTY - •''MUST DE LAD£COUNTY MPROTD. SEL NOTE IF I 1 I S .APPROVED. SEE NOR'/1 t MIN TYPICALMULLION70 STRUCTURE WITH TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B WOOD BUCK AND CONC. TYPE "D". PRODUCT REVISED APPROVED AS COMPLYING W11 THE e m.plylaU MRO IA,Flari" U"! IF SOUTH FLOMDA BUILDING CODE NOTE: ETpImi..D.uO ZQ�� DA �inol,1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED5EE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. yPno QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME ntrm paMPrvd.ncoel�a BUILUINGCODEC,MPUANCEOFFICE DIrWo4 DO AS THE QUANTITY OF ANCHORS FROM CLIP—IO—OPENING. nccEPTM+ceno�' 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Rsa III, Dae.: CAk,BY. 1.: Reel:;an:: T D—ell L1alr: ....� P.J.P. 4/28/00 Desc6PGan: IMPORTANT: OLWNTITY OF ANCHORS SHOWN ARE FOR A PIC-. CLIP & INSTALLATION DETAILORIAL /J� INDUSTRIES REPRESENTATION ONLY. FOR CORRECT QUANTITY OF �` / ru•: ANCHORS PLEASE REFER TO CHARTS AND FIND THE III STD. WALL MULLION CCRRECT MULL SIZE AND PRESSURE REO'D FOR YOUR Robert L.Cl rk, .E. SPECIFIC APPLICATION. P.E.#39712 1070 TECNNOLOCY DRIVE P.O. BOX 1529 Senea/MOOeI: Scale: Sneak Oro�inq No. A.r: NOKOMIS. IL 34275 NOKOMIS. FL 34271MULLS NTS 2 a/5 6620 28--- ly A WIN. FROM IMPORTANT: 21 ENDS (TYP) ;-- 4 QUANTITY OFMIN. FROM ANCHORS SHOWN ~� ( ENO (TYP) ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF3 LA.— ANCHORS PLEASE 14 8 REFER TO CHARTS MAX. I" MULL CLIP W/TABS REMOVED AND FIND THETWO (2) ANCHOR LQCATIONS 4 EXTRUSION OWC / 1099 CORRECT MULL SIZE 14 1 MAX ——� AND PRESSURE REO'D FOR YOUR I I I 8 MIN. FROM SPECIFIC LA'— 8 MIN.J L A—._J �I I� ENO (TYP) APPLICATION. I_ I" MULL CLIP I" MULL CLIP ' �--6--0—(ja TWO (2) ANCHOR LOCATIONS FOUR U ANCHOR LOCATIONS I EXTRUSION OWC/ 1099 EXTRUSION DWG/ 1099 I" VULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION OWC / IC99 PRODUCT REVISED n—plyl.6 vIjh Ip<Fiend. APPROVED AS COMPO ING V+91I1 111( CLIP LENGTH CHART Daldmgcoa< A aepl.aee No 02_og0/.0$ SOOlrl fl�I(�`]" 11 FOR Ix MULL E.ple.uoaD.iep{.rQG DATE �"'< �� Dy BY� MULL SIZE A Mi.. „d<Pmda<1 Comm, PRO ONTROLO Vt50N BUILDING CODE COMPLIANCE OFFICE ;rc Nn 1 X 2 x I R—d By: Dote: I CAkd By. Oo1<: Revirso— I x 4 X 3j 0... By:P.J.P. 1 Dp"4128100 INDUSTRIES I " MULLION CLIP ANCHOR LOCATION /1L L'L/NLt' STD. WALE MULLION NOTE ].REFERENCE TEST REPORT FTL-2902,2903 AND 2975 c s<n<a/uae1: 3,7/L TECHNOLOGY FL 312 5 NOKOMIS.OfLiJ117,1 MULLS ISI TS 3 °T J 6620 rtTi,7rTGrY>`� i 8 (TYP) 7 3i 4 4 8 (TYP) 4 2 4 Ix STD. WALL MULLS ►RODUCT REVISED MAT'L: 6063-T6 n eompiglog wtl lb,plarld. APPROVED AS COMPLYING VATI(T14E Baldlog Code Ampl,oa No C)?Q- 7 SOUTH IJVRA(L11WR/('jf E Eapint � .L GATE ))UU nn (( LL�UJ BT RY R1ia Uede Prtdua Cootwl PRO NTROL DIVISION Dili.. OUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE NO D D-� 12 °S Revd BY 1011, ofeCn#d 81: Dale: 1 Reis:on,: D—. By. Date: P.J_P. 4/28/00 yD.,cripfian: y� INDUSTRIES PROFILES "7 2 V.Er NOTE: Robert L.C.", 1 " STD. WALL MULLION 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 S"ctural Serie/Yodel: Ne: SA<el: Oro.inq Na. R.e: 7070 TECHNOLOGY DRIVE P.O. BOX 1529 StructTuai NOKOYIS, ft 31275 NOKOYIS, fl. J427� MULLS NTS 4 a/S 6620 s e � 1 X2X.1 25 _ _ _ OPENING WIDTH IN INCHES 2 Anchors 80 1 90 1 100 110 1 120 130 X160 O —42-1-22___115__107 104 1 103 1 103 103 103 1 10 _103 48_ 83 73 67 63 I 61 61 61 61 61 61 Vertical Mull 50.625- 70 61 55 52 50 49 49 49 49 49 LU LU 54 57 49 44 1 41 39 38 38 38 38 38 F - I x 60 41 _35 31 j 29 I 27 I 26 25 25 25 25 i I Mutl _ _63 --35 _ _30_ 27 24 23 22 21 20__20 20 Length z --6623 26 23 21 I 19 18 18 17 17 17 x 72 23_ 20 17 16 I - - - g (9 76 ---20— _17— 15— I - L - Open;n w _ 78 _18 15 - ! - - - width 84 _ _ _ — - - I I - I I Horizontal Mull J 90 96 ---108 _ -_ - -- - - � , - , - - - - - I I '--- - - j 1 Opening F - - -- 144 w;drn 1X4X.125 _ _ _ OPENING WIDTH IN INCHES Mull _l 4 Anchors 50 l 60� 70 ( 80 90 I 100 1-1-0--l--l--2—OT 130 1160 Length --42—170 170 170 I, 170 1 170 1 170 170 1 170_ 170 170 —_ O 48 _170 170 170 j 170 I 170 I 170 1170 170 170 _170 Multiple Mulled Units 50.625 170 _170 �7o I 17— 170 1 170 170 17o i7o ` U) _54 170 —170 _170 170 162 158 157 157 157 _1_57 x 60 170_ i76 157_1 143 1 134 127 124 122 122 122 —- z 63 170 1_60_ 141 128 119 I 112 108 106 106 106 Mu!! z -- 66 -170-- _145 127 I 106 1 100 96 93 92 92 j Length ...I,I g Uk.ren 1 U idl.g O°g w4�rM PkeY. 1_115_j O+h11.g Ode Aceep.ue neo -O l.OS r _ 72 142_ _120 105 95 1 87 81 77 74 72__71 _. -- z __76 120- 102 90 81 4 74 1 69 65 63 61 59 D� U 78 _111 94 83 74 68 63 60 57 55 53 mu I U.J. 84 88 _75 65 59 53 49 46 44 42 40 _ Opening —J! 90 72 60 53 47 I 43 39 37 35 33 31 Width APPROVED AS COMPLrn,G`MTH THE g - - 96 59 50 43 38 35 32 30 28 27 24 — SOUTH A UI DIq qDE 108 41_ 35 _30 27 24 22f20 19 18 16 ok �un L L l _ nr 111 38 32_ _28_ 24 j_22 1 20 19 17 _16 _ Pnoo TnoL olwsloN A A 1 - I - BUILDING CODE COMPLIANCE OFFICE arCEPr+N r 00-UV,x.�v ----- ----- _ R.-d By. D.I.: Ceke By: Dote: Rewx:°n.: NOTES: ��,,v T D,..e By: vole: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. P.J.P. a/zs/oo De,cnPlam 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, INDUSRIES PRESSURE CHARTS CONSIEER ONL" TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 5 Zy/ TMI.: ?. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L39712 P.b. 1 B STD. WALL MULLION PX-k397121529 s.or.: s�..c D,e.��s r070 TECHNOLOGY 3 DRNE P.O. BOX f342 Structural NOKOMt$,R 7<275 NOKOMIS, i1 5427{ MULLS NTS 5 -,5 6620- E 4