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WINDOWS&DOORSMIAMI SHORES VILLAGE BUILDING DIPARTMENT 305- 795 -2204 Building Inspection Request Da� - /Time Type Insp'n Permit No. * P2.003 4 0 S Name �+ Address l / y 0 , L , Compan Phone # Approved Correction Re- Insp'n Fee For Inspector) I !' D 'Name & Date 4 0 PROPERTY OWNER New Construction Name COX-(— A.,i g.1.1 Adl-iV Enclosure Address l 1 4 D . N-E- q$ i. S- 1 IA M k a 0- at't -g 3 Ft 3 3( 3 Home Telephone 3a J /� ?-5--), , 1-1151.—e / 100 Business Telephone 1 5-y,� 9 2 y - // O J Alteration Interior Fax q . 12 � / - i 3 33 Demolish ENGINEER New Construction Name 0 m4 /„.__ Enclosure License No. 262 N. Alteration Exterior Address 51 0 0 14. Gd RAN3 Z-l7 . t' A4.4, A PL.- 3 3OL93 100 Telephone q E--�' q 1q_ 6 v J, q 7 7 C Alteration Interior Fax Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The folltm ing steps tnu't he taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. PPI.! Job Address: Address Apt. City State tp 4 3 �t aQowS ?o S�-tl2W4 - Pob Folio Number Description of Work 1 IQ,CG 9 w 1 1‘.4-p6 1A S Lot Block AftrP OD leS (L LO J 1E-) k t ` 7 tln'Z -- a < a JJ - �DDie. Subdivision PB PG Zoning Linear Feet Current Use of Property e7), d L L Square Feet Units Floors Proposed Use of Property Value of Work 05' 5V. Db Bldg Value Tenant Information PERMIT TYPE ( ✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 1140 t$* S7 C'ftAr -ri 5ffd4 -3 FL- . 5313e PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax I�cam,l,o .� 30 a 13 8 � cx Master Permit N41 Subsidiary Permit No. Tax Assessed /Appraised Value Flood Zone Base Floor Elev. CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 ImPOR'I'.tN"I' \OTI('Ia 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST 13E MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - ('lease read caretull■. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for F.1.FCTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, lu Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: Personally known OR, Produced Identification STA1 E' F FI RID ' , OUNTY -OF MIAMI -DADE lire of Contractor / Qualifier G 14 e-(4 si Print Name SEAL: PERMIT APPLICATION day of Swom to and subscribed before me this t06 , , PgY poet ��, l ( n ,-` � f: <r Signature of Not. .lic - State �' ol�dk N) OF FO) day of A CIAL NOTARY SEAL GLADYSJVELAR COMMISSION NUMBER DD091094 COMMISSION EXPIRES MAR. 1,2006 Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produce /!s5 /01/"5.7 /3 '0 1 SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural W �ri/,T4r Building Official / /i! 1 — o 11 ar . Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) D CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ 3 ' 0 Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) O OTHER (Specify & Attach) PERMIT FEES $ )o $ (ssq..ftt. x /1000 x (¢.005 /sq.ft.) (2.01 /sq.ft.) TOTAL $ PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) ISSCI OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF \I'I'ROV \1. Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I e G - ( 41)6/ 0-4 being the legal property owner, for the property Located at: WI 0 N 1 hk r J 1 1 74 i ( 5 1 .S L 3)/3,g 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)-pd I have read and understand the following disclosure Statement, which entitles me to work 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. Proof of ownership provided initial of reviewing clerk. The foregoing instrument Was acknowledged before me this „% day of Le-- , 20 who is personally known to me or who has as identification and who did take an oath. By C2r f &4 v' hg,rtky Produced'/) �6 s id4sy /3,'i / 4' Owner Notary Owner a NOTARY SEAL LADYS J VILLAR MISSION NUMBER 'UI' -'- DD091094 F OF F F AO f" COMMISSION EXPIRES MAR. 1,2006 NJ ';& iP 34 M / /2 /o' C> /3. ZS N( (� ti /Z, a5 • /S,0 Y111 \ AI \111111)1 I tit: l ;NAT 11Nf A1\111111 101 1/.1NA1. 11A Iti /.11 SEAL, 0I' 11.1)N111A 1 11 111.1. 111'1 '111N A:ND 1 ( pv• Z 9.o• hQ V 3 .50 - 7' 1 r S e . 98/ c — ' ice prie t /' /7..6 1 1 t// P.g Utf77e-/9 7 �o. k /S -5o• 2G' earewe BO- 0o 25 C, #5 /714n /ci • /4,90 0 h 00 7. 0 . • 0 'v / / - 4 /Wire - rice C7Yx x - 5555 -- A BOUNDARY SURVIY I herehy certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors in chapter 61G17 Florida Administrative Code pursuant to Section 472.027. rla. Statutes. There are no en( 'oat liments. overlap.. easements appeanng nn the Plat. other than as 7s•I 7-/z 4“77' 4,40 s 7. .O•00 /5 ,z2zL• s' /I) / /yo /Ii 9S S� /2, 2o' '- 0.40 4 74/7 i /0 (U 1 J-7= 7/ 7 52o /C This property described as: Lot 21, Block 180 REVISED PLAT OF TRACTS 178B, 178C, 179A, 179B, 179C, 180A AND N i OF 180C REVISED PLAT OF MIAMI SHORES, SECTION 8, according to the Plat thereof, as recorded in Plat Book 43, Page 69 of the Public Records of Dade County, Florida. PROPERTY OF: Abernathy, Carl, 1140 N.E. 98th Street, Miami Shores, Florida. LANNES AND GARCIA, INC. L.B. a 2098 SURVEYORS- MAPPERS -LAND PLANNERS RENE AIGUESVIVES P.S.M. 1 4327 nrn�. •.I.Ire.•• 11s9 Al A _ Coral Galatea_ Florida 33134 s CL AETl (14-0 tiig 9 8 �``� +. M ccav�� Shve._s, 'FL 74" x 51'1 - 43.7/ -f 4-1. 3 7 �x 5'1 -45 • 1/4-423 k 3 3 -45 174-4-2.3 / 3 7� x U -44- 3/+ 4-Z I 74''x5) — 44.3. +4z 1 v Ex( s Go luwkns 4 # S S vce 7 72 " x q c 2 LIB H T" —4.2. 4 40., ,_=N6-f \ \ OE D x �, , iG v 2) 3S "X cp" rAr _41 107 q "C0 T N OY e s VET -t- F l -L GR= 4- Nap,: t-4c.4. t &A,." 5 ih•- 111E4c.S 29 -1C-1_ yt to 3 - 9 o Id . Colo wc.) 5L -- pargS 1.1 � - r,4K p t;,yo (.67 (• r /ot , ( f t - r fift -f Ti wig Pi4r- 'a-' -S LA. 6)(1e x Gd ✓FL.A. Nth..,, 5 PvdKS x15 -riu G, 1-.1 RT v1/4/ �; U (& 'JG E ( NOLe 1 N F' ■ v I NL w 9 co C S 3 6 —41.3/ I I � I Ix 60 I 53 - 42 3 42 . .L. CONSULTING ENGINEERS 5100 W COPANS RD #400 MARGATE FL 33063 --u 6 V 624 1VZ t tor 12 W M( M ut1 It CrLett,( 6 v r Cc„- w► Nr)ow oPENil1/4)6 To 2 5.G. fl 74 "x qz". F Po ?Y (41- 5 i 0 T E 1 A + Fool T R._ f F1�L Cam EX1s itigo 1.1(0-(7 E Oooe 4z' *kr#J f 3 I aC V P vs i ry (0, ConC e 7 33L ix_ • US T Q e l AJ/ c &/1116. 1-A OOc u Ge Y Coue.s5 . G �rT' OP' NG Fo- Ooo2 1 i8 " k 9 i2 " C.CU I" E_isT(kV G • x( f' iorforvt.l _, 1,((yw Droutt Cur o v--Oc 0 CX) � COe4J E cot_ u w` C =65 L — 1 S F / (,c, I P.E. INC. J I PING ENGINEERS 5100 W CoPANS RD #400 MARGATE FL 33063 P AoD3 /oS3 MI AM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 1529 Nokomis, FL 34274 Poi M1AMI -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 nteet 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 SGD Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 741, titled "SGD- 2500 ", sheets 1 through 6 of 6, prepared, signed and sealed by Robert Clark, P.E., dated 2128/00, 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 maybe 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- 0301.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 02.0701 03 BD 05 22 03 (replaces 004301 03) max NOA No 02 -0701.03 Expiration Date: May 22, 2003 Approval Date: July 09, 2002 Page 1 REMOVE TOP RAIL ASSEMBLY SCREWS AND REUSE TO INSTALL TOP FIXED PANEL CLIP TO PANEL ,NMB. USE TWO /10 x 3/4' PAN HEAD PHIL(7S134) TO ATTACH CUP TO MAIN FRAME HEAD. NW; 5 REO O 18 & 36' FROM EACH END B1 ONE AT MODSPAN FOR FIXED SUDING GLASS DOOR PANEL INSTALLATION USE PART NUMBER 41814 IN BRONZE: WHITE, OR SILVER TO MATCH 0008 FINISH AND INSTALL WITH /8 x 3/4' (783444) PAN HEAD PH(LUPS SCREW AS SHOWN. USING BRACKET AS A TEMPLATE PRE —DRILL LOCK STILE AND JAMB WITH A 3/32' DRILL BIT BEFORE DRMNG SCREWS. USE THREE BRACKETS PER PANEL AT TOP, MIDDLE AND BOTTOM OF PANEL USE TWO /10 x 3/4' PAN HEAD PHIL. (710J4A) TO ATTACH BOTTOM CUP TO PANEL JAMB USING BRKT. AS A TEMPLATE PRE —DRILL PANEL JAMB 747774 A 3/J2" DRILL BIT BEFORE ORMNC SCREWS. THEN ATTACH BRKT. TO SILL WITH 10 x 1 1/2' HEIL H0. TAP CON FURNISHED BY INSTALLER. ONE 7//8' x 5/8' x 1/8' x 4' LONG ALUM. RETAINER ANGLE IN FIUME SILL Al MID SPAN OF EACH PANEL BOTTOM RAIL, SELVRED 70 FRAME WITH FOUR /10 x 1 1 2' LT. HEAD TAPCON TO BE FURNISHED B INSTILLER. musics' Revisers =min �� R IV • _ .Loa / 4.1is -m er sryur.e SCD -2500 Deem 10 • s 0.8. 7LSL IA cox /14/00 A A: 11•X J e Mob: 11• OuryieR: PART /7LSLA WIND CUPS ARE R£OUIRED FOR H1C81 WIND LOAD INSTAUATION. CUPS £MY NOT BE REOUIREO FOR INLAND FIRST FLOOR APPUCATION. CLIPS REQUIRE SILL WITH SCREEN RAIL FOR PROPER INSTALLATION. 1070 Technology Or. Nokomis, FI. .74275 SGD -2500 OXXO Elevation PGr net IWow Mk Ike: - fawL• O• ix T -6 AlMOVtO M! COIVI iNC wml 1111 SOWN FORMA NIIOCMG CODE DI 1 000 r CD) DM1iON J OWt l CCOE CO41.IMl t O1 /K1 V,CtnMCI RO .IN' 741 7LSL IA INDUSTRIES .3.824 ---- •1 VERTICAL SECTION .890 1.375 1;6 Q L f .499 2.438 L I � 1_4_ .800 F -- .574 © 2.300 _1 198.000 HORIZONTAL SECTION Lh atamUllmaller! /1�A�,r f let MCI @ IMMO £ SM.WM.t SCD -2500 uw 0- 1070 Technology Dr. Nokomis, F7. 34275 INDUSTRIES r w Section View w /out Reinforcement I� ror Ma ►,v ccW ,a s or 9» ..a, i+. D.B. - "2/!4/00 1 2 .'61 74 1 VERTICAL $FCT[QN HORIZONTAL SECTION 0 1.250 o _J. - - 1.590 ' a.., ex 0.8. CAW rle 1/14/00 PRODUCT RLYIRI Is gOde IM/MIS ►• a iskass JWtlYI.t PAW nsr 1 1 organ I' PO' MX mum As courts= win nu lOOIN q 101 mum c00( Ott __ ' 00 amass ua( (axe • emu uan:ra no.. 030/.0,3 A 1070 Technology Or. Nokomis; Fl. 34275 s.r.An we SOD -2500 Section View with Reinforc /DOOR OCR iei �w4 t. 1.3 741 1 INDUSTRIES ement M Ooor Height Door Widths 48.000' 72.000' 96.000' 72.000' 108.000' 144.000' 96.000` 144.000' 192.000' 72.000 100.87 74.72 63.04 100.87 74.72 63.04 100.87 74.72 63.04 80.000 89.00 65.08 , 54.04 89.00 65.08 54.04 89.00 65.08 54.04 98.000 72.05 = Y17i' 42.03 72.05 51.73 ' 42.03 72.05 51.73 _ 4Z03 108.000 63.04 44.83 .36.02 63.04 44.8J 36.02 63.04 _ 44.83 36.02 OX, X0 or XX 0X0 or m : OXXO or XXXX Door Height Door Widths 48.000' 72.000' 96.000' 72000' 706.000' 144.000' 96.000' 144.000' 192.000" 72.000 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 80.000 60.67 50.57 54.04 60.67 60.67 34.04 60.67 60.67 54.04 96.000 60.67 8I1,7"s 42.03 60.67 51.73 42.03 60.67 51.73 42.03 108.000 60.67 44.83 36.02 60.67 44,83 36.02 60.67 44.83 36.02 OX, XO or XX _ OX0 or XXX OXXO or XXXX Door Height Door Widths 48,000" 72.000' 96.000' 72,000' 108,000' 744.000" 96.000' 144.000' 192.000' 72.000 730.00 108.74 90.06 130.00 106.74 90.06 130.00 106.74 90.06 80.000 127.14 92.97 77.19 127.14 ' 92.97 77.19 127.74 92.97 77.19 96.000 102.93 73.90 60.04 102.93 73.90 60.04 702.93 73.90 63.04 108.000 90.08 64.04 51.46 90.06 64.04 51.46 90.08 64.04 51.48 OX, XO or XX OXO or XXX OXXO or XXXX Door Height Door Widths 192000 48,000" 72.000 96.000' 72.000" 108,000' 144.000' 96.000' 144.000' 72.000 60.67 60.67 60.67 80.67 60.67 60.57 60.67 60.67 62 80.000 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 60.67 96.000 60.67 60.67 60.04 60.67 60.67 60.04 60.67 60.67 6004 108.000 60.67 60.67 51.46 60.67 60.67 51.46 60.67 60.67 51.46 OX, XO or XX OXO or Xbf OXXO or XXXX 0 b 0 Without Reinforcement o) Negative Design Loods (PSF) based on Comparative Mdysis. b) Positive Daslgn Loads (PSF) based on Comporoilve Molysis. With Al UMINUM Reinforcement o) NegoI ve De Loads (PSF) based on Comporattve Ma is. b) Positive Desion Loads (PSF based on Comporotive Magus. Coattail SLI9INN GLASS DOOR 1.) posing: 3/16' Tempered 2.) Configurations: OXXO J.) Design Pressure Rating: a.) Design Pressure Rating with Aluminum Reinforcement: +50 P.S.F„ -50 P.S.F. 6.) Design Pressure Rating w. hoot Reinforcement: +35 P.S.P., -35 P.S.F. 4.) 2 Mchors Per Location as follows MAX. 2 J /4' FROM EACH CORNER (N6tO it SILL) MAX. 6' FROM EACH CORNER 6LA1,18S) MAX, SPACING AT 14640 & SILL: 16.000 MAX. SPACING AT JAMBS: 14.000 S.) Shutter Requirement: Shutters ore Required. 6.) Reference Tut Repot: a) F7L -1361 (W /out Reinforcement) b) FM-1382 (IKth Aluminum Reinforcement) 7.) 10 Frame Corners k Panels Seeded With Sehnee/Moreheod Sealant 8.) MI riser to 6e attached Max. 12' from end and 24' 0.C. 7,710110 73 COIIRhn7 1471 MI mMIDUCT REHM SOWN FUMY 15101170 0001 Moublegi oil de Maids o► 0 ?boa t o 1.Mr -0 h03 a 1 • n not te►IS UI MIA lc cox m141una 0111C1 Wass ",��� 9 as UfxsT: ∎Cf r) 62 030/.09 110 Adams * VN Ovid Aver 1r fromnftee SGD -2500 1070 Technology Dr. Nokomis, F3. 34275 GD OXXO Comporotive Analysis INDUSTRIES /Or lac I '.eyoos w Fmk: I 6 r ' 741 — f •• I t I.D00 11 11 11 1� i s II •. 1 s 11000 ROC PPCON 9p• rucoi : �� . • V TYP. SILL. 112 mace U TYP. HEAD TYP. JAMB 1'M - r C710Ur MUST swarm SILK LOW 70 S1.1L 1 /4' SWOON TYP HEAD TYP. JAMB ITEM 2 4 5 8 1 8 9 10 11 12 rJ 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ir 32 33 34 DESCRIPTION Locksfile Interlock flollom Rail Top Roll Glazing Vinyl Wheel Assembly Plastic Bottom Panel Guide Plastic T Pone Guide .320x.181 9c o one u e 18 T Roil W t P11, x. op /B t 0. R o. a .200x.187 terlock Watts /10 x Jj4 T Rog As Ph Pon SUS op o sy. 1/4 -20 x 1 Sol. Rall Ashy. Screw Latch Asa, — Lock Side Latch Assy. — Dummy Side 110 -32 x 7/6 Latch Ser.. Ph. FY. SM5 Heavy Duty Astragal Aluminum Reinforcement Pram* Head Fra Si ll Frame Jamb catch Keeper /8 x 1/2 Tr. Ph. SUS Screen Keeper Latch Keeper Spacers Jomb Bumper /6 x 5/16 Ph. Pon SMS i —Rise II 75 x 11,2 Ph. Pon SUS Heodr Dust Plug — Hioh Pile Si/ Dust luo — Low Pile /8x314 .200 3 .187 Jamb Wets — Pile Fixed Panel Clips Fired Ponel Chps 35 Fixed Panel Brooked PRODUCT RtvsStD Wass WS l♦te rw1& Mph V.T. 69362 69409 6877.3 68172 6TJ04K 7S -24Z 41802 41801 6FELTK 620031( 710.34A 720XM 7LOCKK 7DUMY 71078 69492 6/2FBX 68179 68181 68180 7SOKEEP 78X12154Z 41804 41818K 720871( 7PPBM 69.371 76X12A 7P6900 7P OCG 783444 7LA1JA 7LSL1A 41814 VENDOR Alcoa Alcoa Alcoa Alcoa Team Plastics Nationwide Industries PCT Industries PGT Industries Schlegel Sch/eoel FFastec Ind. Spencer Products Nationwide Industries Nationwide Industries Fastec Ind. Alcoa indolex Alcoa Alcoa Alcoa Nationwide Industries Fastec Ind. PCT Industries PCT Industries Eostcoost Rubber & Plastic Fastec Ind. Alcoa Soencer Products U/trolob Inc. Ultrolob Inc. 620031( Spencer Products Schlemiel O tte Odr PC industries aPMDYm As Comm N1* 7N[ SOWN novel mom in( b1Y- . T'�`! OF IV 1a Ol73PGN MAC COO( COMMIX b?f tt +0001.ttt 1.A 0 030/.03 ewbr•.es Mateht *ems e11 - oaks des fowls o..• �• D.B. Dw 2/14/00 IMMOOMMULAMMIS POW I Mrkrt swboosr SCD -2500 1070 Technology Or. Nokomis, Fi. 34275 S0D -2500 OXXO Bill of Mot re► Na 1 .010001110 rah: Shwitt 5i'6 a..ry M. 741 INDU erio/s, An 1209 17 18 646 VENDOR AF -9362 AP-9409 AF -8173 AF -8172 VTJ04 /8 FS7831 -1 FS7B19 -1_ 1127 1134 1135 AF -9492 .31324 AP -8179 AP -8181 AP -8180 1137 11.38 AF -9371 1736 P¢90JC PJOO4 7 7 niL STRIES choroge e . 8 8 8 3 41 NQTE: 1 .) ITEM /2 KILL CHANCE TO ITEM 116 DEPENDING ON CONFIGURATION OF PANEL. CONFIGURATION IS OXXO. 1.) ITEM /17 USED ONLY WHEN ALUM. REINFORCEMENT IS REQUIRED. AMMO As commix wmi M scuts MOM MURK CGCE Olt or moor out • • COOS COOMACE ° MCE =mutt to 00"0 . 51/. 1 03 rimucT NEYAYCo L amp e m COrbito a.. a� GD -2500 0XXO Elevation raww Ayr 0.8. li�oJYYalild ,Ift,Y! A U 4 SCD -2500 1070 Technology Or. Nokomis, fl. 34275 tti i1.i00 !Of Mk 1 ,k TS 6I L bwMe N& 741 INDUSTRIES MI AM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PG'L' Industries 1070 Technology Drive 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 otheroreas 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 Codc. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 268-1, titled "Alum. lIoriz. Roller (STD. MTG. Rail) ", sheets 1 through 9. prepared, signed and scaled by Robcrt Clark, P.E. dated 5/10/02. bearing the Miami - Dadc County Product Control Approval stamp with thc Notice of Acceptance number and approval datc by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd hcrcin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the perfomiance of this product. TERMINATION of this NOA will occur after the expiration date or if there has bccn a revision or change in thc materials, use, and/or manufacture of the product or process. Misusc of this NOA as an endorsement of any product, for sales, advertising or any othcr 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 maybe 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 the job site at the request of the Euilding Official. The submitted documentation was reviewed by Raul Rodriguez 02.0313.10 mu d11 AM 1 -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 NvEST FLACLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 NOA No 02- 0313.10 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 d9) (7.2 COMPARATIVE ANALYSIS - TABLE 1, A f $$,TYPE U8! NNEAI.ED (FTL- 3341) 2 ► �C 3116 TEHpERED (FR+3338) -:�•:: 3/iQ' 94NEALEO(F :0: 10' W- 31i8A3n6 '3.115A' (FTLJ3ioj�S.... 5 �>`: WINDOW HEIGHT C. - 99.0 56.0 - 99.0 56.0 -95.4 58.0 - 79.5 56.0 -60.5 56.0 -51.6 61.6 WINDOW 25.000 (2) 38.37513) 44.000 (3) 50.825 (4) 83.000 (4) 72.00315) WIDTH NEO POS NEO POS NEO POS NEG POS NEG POS NEO POS 26.500 (4) D. -84.9 58.0 -84.9 560 -81.8 56.0 58.1 56.0 41.9 51.9 -44.3 44.3 A• - 75.0 56.0 - 75.0 56.0 - 75.0 56.0 -67.9 58.0 33.0 53.0 -45.7 45.7 B. - 120.0 56.0 - 120.0 58.0 - 119.9 56.0 - 101.9 56.0 -79.5 58.0 -65.6 56.0 C. - 135.0 56.0 - 135.0 56.0 - 135.0 58.0 -1188 56.0 42.8 58.0 -80.0 56.0 p. - 120.0 56 0 - 120.0 58.0 - 119.9 56.0 -101.9 58.0 -79.5 58.0 68.6 56.0 37.000 (4)1 A. '. -750 58.0 58.5 58.0 -51.0 51.0 ' -41.02 47.0 -39.8 39.8 -34.1 34.1 C. - 135.0 58.0 - 128.8 58.0 - 107.5 58.0 - 90.5 56.0 -69.1 56.0 - 59.7 56.0 9. - 120.0 56.0 - 110.2 56.0 -92 5 56.0 -77.8 58.0 - 59.7 50.0 -51.2 51.2 0. - 120.0 56.0 - 110.2 58.0 - 92.4 58.0 - 77.8 58.0 - 59.7 56.0 -512 51.2 44.000 (4) A. - 56.6 56.0 -51.2 51 2 -43.2 43 2 - 30.7 38.7 .28.9 289 -27.1 27.1 63.126 (4) 83.000 (4) 9. - 64.9 56.0 -54.9 56.0 41.8 56.0 128.1 58.0 -51.9 51.9 -44.3 44.3 k -38.8 388 -38.8 38.8 -36.8 38.8 - 33.5 33.6 - 24.3 24.3 -21.0 21.0 B4 -58 2 56.0 • 45.2' 56.0 -55.2 56.0 2.-582 58.0 -45.0 45.0 -38.1 38.1 C. 47.9 56.0 -87.9 58.0 67.9 56.0 57.9 584 -52.5 52.5 -44.4 44.4 D. -58.2 56.0 - 56.2 56 0 - 58.2 56.0 - 55.2 56.0 -45.0 45.0 -38.1 38.1 A -28.5 28.5 -27.0 27.6 -27.8 27.8 -27.6 27.6 24.7 24.7 -19.6 19.8 9. -42.7 42.7 -41.4 41.4 -41.4 41.4 -41.4 41.4 -39.5 39.5 -33.5 33.5 C. -49.8 49.9 48.3 48.3 -48.3 48.3 -48.3 48.3 48.5 48.5 -39.1 39.1 0. -42.7 427 -41.4 41.4 -41.4 41.4 -41.4 414 -39.5 39.5 -33.5 33.5 74.000 (4) A -21.9 21.9 - 20.0 20.0 -20.0 20.0 - 20.0 20 0 -20 0 20.0 .20.0 20.0 8. - 324 32.9 - 30.0 30.0 -30.0 30.0 -30.0 30.0 30.0 30.0 -30.0 30.0 C. -35.4 38.4 -35.0 35.0 -35.0 35.0 -35.0 35.0 -35.0 35.0 .35.0 35.0 0. -32.9 32.9 -30 0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - -30.0 30.0 TITY OF ANCH. R A MAW NQTE; 110 r :ERSIN(1 PARENTHE6ESAR NON - IMPACT WINDOW NOTES; 1. GLAZING: 1/8' ANNEALED. 3/16' ANNEALED. 3/16' TEMPERED. t /2 - IC (3/16A.3/165.1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED 014 TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED dN WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300- 3. CONFIGURATIONS: OX. XO 4. REFERENCE TEST REPORTS: Fit -3338. FM- 3339. FTL -3340 k FTL -3341 5. SHUTTER REOUIREMENT: MIAMI- DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS 05E0 ON ALL CORNERS AND AT EACH FIXED MEETING RN -. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. }WAD & 41I; MAX. 6' FROM CORNERS. MAX. 6' ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS• MAX. 6' FROM CORNERS. MAX. 17 SPACING 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MtA41 -OAOE CCUNY. 10. SEE SHEET 1 FOR CORNER CONSTRUCTION INFORMATION. A 98. 1 Q 6' MAX. TYP. 72' L2AX. HEIGHT g 66' 1 MAX. OPER. LITE DAYLIGHT OPENING - 6' VAX. ti TYP. 33 1/Y WAX. OPER. UTE DAYLIGHT OPENING 04..1 .. Clvk P.C K 1=4111 :l .clan/ .6• MA)S L 6' MAX. (SEE ANCHORAGE NOTE 7) MEETING RAIL CENTERLINE . 74' MAX. WIDTH OUTSIDE - SEE SHEET. 2 FOR SECTION DETAIL$ 1070 TtawOLOcr 0A 4 NOIOII4 n 34275 0. 802 1571 NO0C014R% R. 34171 Pe../ IIc 11...a 4s f7f 0n.+ 1$ F.K .1 0.1.2 we 4/23/02 1/11/02 33 1/2' MAX. FIXED LITE DAYLIGHT OPENING ADD ANCHOR DLV. 0. 0r XO ELEVATION, 74Wx72H 67 1/8' WAX. FIXED UTE - DAYLIGHT OPENING 17' MAX. MP. i .ALUM.. HOR1Z. ROLLER - STD. MTG. RAILL HR -20 NTS 1 i7 9 268 -1 A • MAX HEIGHT OUT A , FIXED UTE DAYLIGHT OPENING VERTICAL SECTION OPER. UTE DAYLIGHT OPENING INSIDE e OPER UTE DA UCHT OP(N NG TEST REPORTS: FTL -3338 FTL -3339 FTL -3340 FL— 3341 OUTSIDE A, AI !6€fs5.4 1 et 1 /8" ANNEALED OR 3/16' ANNEALED �-- OR 3/16" TEMPERED V 1 0 e-. MONOLITHIC GLASS rr Robert .. Clark P.L. PC ( Y1712 Slaiurol AJAX WIDTH 3/16" ANNEALED 3/16 MR SPACE 1/2' NOMINAL lNSUU1TED CLASS GLAZING DETAIL$ FT INDUSTRIES 1070 100001.007 CAkt IUUCY6. It 31773 P3. 10i 1310 1•0•041. R 31174 OU TSIDE R...4 4 . FIXED UTE DAYUGHT OPENING INSIDE OUTSID HORIZONTAL SECTION INSULATED GLASS INSIDE 7/16' NOM. GLASS RE TYP. 4) ��! III iAl � 1/8" ANNEALED 0.N: 4/23102 ;7T1/02 Anoslorac ADD ►/EXT DES,C. INSIDE 1 AArwN n ma Aria r.YI M 11.0 .t i �1 ee u+rw Wp a�w XO SECTIONS & GLAZING, 74Wx72H ALUM' HORIZ. ROLLER (STD. MTG. RAILL 0..../,4.e Sew.: SM.t p....� r.► Rwc HR -201 NTS 1 2 9 1 268 - A COMPARATIVE ANALYSIS - TABLE 2. c, / i • A. D58 1/8' ANNEALED (FTL -3345) C.3/1157a4PERED • B. 3.416' ANNEALED FTL -3343 Q 1/2' LG. - 1/8A,1W'3.1/8A FTL-3344 .: WINOOW HEIGHT NDOW 26.000 (2) DIN NEG POS NEG 26.500 :4) A. B. - 120.0 56.0 -120.0 C. 0. 37.000 (4 A. 8. C. -135.0 56.0 D. 44.000 (4) A. 8. -113.1 58.0 •101.6 56.0 58.0 , 53.125 (4) ' 58.0 56.0 C. - 97.1 58.0 -07.0 56.0 - 97.0 56 0 D. 67.0 56.0 63.000 (4) A. -42.7 42.7 8. -58.9 49.8 -55.2 48.3 -55.2 48.3 C. - 712 56.0 - 69.0 56.0 59.0 58.0 D. -09.3 42.7 -46.3 41.4 -48.3 41.4 74.000 (4) A. -32.0 32.9 - 30.0 30.0 -30.0 30.0 B. -43.9 38.4 -40.0 35.0 -40.0 35.0 C. -54.8 49.4 -50.0 45.0 -50.0 45.0 -75.0 -135.0 -75.0 -75.0 -120.0 -75.0 -75.0 58.0 56.0 58.0 58.0 56.0 58.0 56.0 56.0 38.375 (3) 44.000 (3) 50.825 (4) 63 000 (4 -75.0 .135.0 -75.0 -58.5 -120.0 -135.0 -75.0 -51.2 POS NEG POS NEG POS NEG POS 56.0 560 560 560 56.0 56.0 56.0 512 56.0 47 .9 56.0 -75.0 -120.0 - 135.0 -75.0 -51.0 - 75.0 -43.2 -102.4 56.0 -123.1 -89.8 56.0 56.0 58.0 56.0 51.0 58.0 56.0 58.0 43.2 58.0 ® 56.0 -94.4 58.0 D. -38.4 32.9 - 35.0 30.0 -35.0 30.0 -75.0 -113.0 -135.0 -75.0 -47.0 -88.0 -107.8 -75.0 -38.7 -75.5 -83.0 -07.9 56.0 - 67.9 56.0 58.1 -41.4 41.4 -37.3 37.3 -322 51.8 -69.0 -48.3 -29.5 -40.0 -50.0 -35.0 58.0 58.0 56.0 58.0 47.0 58.0 56.0 58.0 36.7 -28.9 56.0 - 57.6 50.4 TABLE NOTE: NUMBERS IN 1 1 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER 51. SNCLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. WAD & SR l • MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17' SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. rA 66.1 -86.2 -110.2 -75.0 .41.8 66.2 -82.8 -58.0 58.0 58.0 56.0 56.0 41.e 58.0 56.0 49.7 28.9 Em 56.0 -62.3 56.0 49 3 -43.3 37.4 32.2 -24.7 24.7 48.3 -39.5 38.7 56.0 -55.3 19.8 41.4 -38.7 33.2 29 5 .23.4 23.4 35.0 - 38.7 35.0 45.0 -50.0 45.0 30 0 - 35.0 30.0 NON - IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED. 3/16' ANNEALED, 3/16' TEMPERED. 1/2" IC (1/8A,1/45.1 /8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES AS114 E 1300 - 98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL- 3342. FTL -3343, FT1 -3344 & FTL -3345. 5. SHUTTER REOUIREMENT: MIAMI -DADE COUNTY APPROVEO SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAN.. 7. ANCHORAGE: 33 1/2' MAX. OPER. LITE A. � - DAYLIGHT OPENING 6" MAX. TYP. 63 MAIL HEIGHT 0/0( 6' MAX. A TYP. Ro9a1 1. Gorr. I.C. PC 139712 S1•I,e1vr 57' MAX. OPER. UTE DAYLIGHT OPENING 5" MAX. (SEE ANCHORAGE NOTE 7) 74" MAX. WIDTH QUTSIDF - SFE SHEET. 4 FOR SEC - 10N DETAILS ItT INDUSTRIES Imo TCOVCXOGY DIM OWNS. CI. 3.275 P.O. NU 1521 NTa(OY•-1. iL 34274 FK 0.� l F.K. dr. 4/73/02 7/71/0? 33 1/2' MAX. FIXED LITE DAYLIGHT OPENING 1 6' MAX. MEETING RAIL CENTERLINE 0 7 ADD ANCHOR D7AI. OX, XO ELEVATION, 74Wx63H 58 1/2' MAX. FIXED LITE DAYLIGHT . OPENING NOM tOul OM/ 17' MAX. VP. • AhMel b ww142I•I IM We mew. !WA 7 . s us 'ALUM. HOR!Z. ROLLER' (STD. MTG. RAILL HR -201 I NTS 1 3 1 9 • 268 -1 A 4 MAX HEIGHT OUTSIDE A FIXED UTE DAYLIGHT OPENING VERTICA_ SECTION INSIDE OPER UTE OA`IUCHT OPENING TEST REPORTS: Fit —3342 FTt -3343 Flt —3344 F1 -3345 OUTSIDE 1/8" ANNEALED OR 3/16" ANNEALED OR 3/16' TEMPERED MONOLITHIC GLASS W' s Robe L C1o,5. P.L PE /11713 Swa..d INSIDE m 7/16" NOAH. CLASS BITE TYP (4) 3 N01.1. INSULATED GLASS GLAZING DETAIL R..r INDUSTRIES 1070 1E0111011.061 D4IL h0Raas. R 3.275 P.O. 001 1531 P 1t0ua, rt 34374 HORIZONTAL SECTION OUTSIDE A INSULATED GLASS mat p • 1/8" ANNEALE. 1/4' AIR SPACE 1/8" ANNEALED FK F.K. 4/23/02 ADD Wr /£Xr °CSI. 1/11/02 INSIDE A Al./WO/AO .....y.,.....1■1 14. . 7., . 7 7 A D. .•t NIDAI •1N.• 071, XO SECTIONS & GLAZING, 74Wx63H I Me ALUM., HORIZ. ROLLER STD. MTG. RAIL) sw./w.►• .. s. rrc s.e r a ..y �.. 1 R..0 HR -201 ANTS 4 a 9 268 -1 A COMPARATIVE ANALY §IS -TABLE 3. A GLASS UPe,. A. 3/16' ANNEALED (FTL- 3336).. -t" �4 , CAI2' L0. ?,V8A.1448 (FTL3337)';' :. •L 8. 3116' TEMPERED (FTL-3335) - - = . • f • : WINDOW HEIGHT NEG j POS - 1350 50.0 NEG POS - 84.5 56.0 WINDOW WIDTH 53.125 ;6) A 74.000 (7) 90.000 (7) 108.375 (8) 111.000 (8) 120.000 (6) 8. C. B. C. 8. C. A. B. C. A. 8 C. A. 8. C. 28.000 (2) 30.375 (3) -1350 -75.3 -78.9 -92.3 -75.3 -53.3 -62.2 -53.3 -38.2 -44.9 -36.2 -35.2 -41.1 -35 2 -30.5 -35.9 -30.5 56.0 -110.0 56.0 56.0 56.0 58.0 53.3 58.0 53.3 38.2 44.8 38.2 35.2 41.1 35.2 30.5 35.6 30.5 -75.0 -64.3 -92 0 -71.3 -52.4 -62.2 -53.3 -382 -44.5 -38.2 -35.1 -40.9 -35.1 -30 0 -35.0 -30 0 58.0 56 0 56.0 58.0 56.0 52.4 580 53 3 38 2 445 382 35.1 40 9 35 1 30 0 35 0 300 N -73.0 -91.2 -75.0 -56.2 -76.5 -63.9 -48.4 -82.2 -53.3 -38 2 -44.5 -36 2 -35.1 ♦09 -35.1 -30.0 -35.0 44.000 (3) 50 625 (4) 03.000 (4) NEG POS NEG POS I NEG POS -30.0 56.0 -81.2 56.0 -49.5 49.6 56.0 56.0 56.0 56.0 58.0 4d4 56.0 53.3 39.2 44.5 40.9 35.1 300 35.0 30.0 -75.9 -62.7 -48.3 31.3 -52.5 - 43.3 -55.8 -47.4 -39.0 -44.5 38.2 36.2 35.1 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 56.0 58.0 483 56.0 52.5 43.3 55.6 47.4 38.0 44.5 38.2 35.1 40.9 35.1 -57.6 -49.6 -37.4 -45.3 -38.9 -34.4 -40.1 -34.4 -31.5 -36.7 -31.5 -30.6 -38.1 -30.8 30.0 -29.2 35.0 -35.0 30.0 -28.7 56.0 49.8 37.4 45.3 36.9 34.4 40.1 34.4 • 31.5 36.7 31.5 30.0 36.1 30.8 29.2 35.0 28.7 TABLE NOTE: NUMBERS IN (1 PARENTHESES ARE MINIMUM QUANTITY OP ANCHORS PER SIDE 63" MAX. HEIGHT 6" MAX. TYP. 57" MAX. OPER. UTE ()OUGHT OPENING TYP. (2) NON- IMPACT WINDOW NOTES; 1. GLAZING: 3/16" ANNEALED, 3/16 TEMPERED AND 1/2" I.C. (1/8A.1/45.1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE ANO GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE ANO GLASS TABLES ASTM E 1300 -98. 3. CONFICURATICNS: XOX 4. REFERENCE TEST REPORTS: FTL -3335. FTL -3336 & FTL -3337. 5. SHUTTER RECUIREMENT: MIAMI -DAOE COUNTY APPROVED SHUTTERS ARE REOUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS ANO AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. }FAD & sn L- MAX. 6" f ROM CORNERS. MAX. 6" ON EACH SIDE Of MEETING RAIL CENTERUNE. MAX. 18" SPACING. JAMBS; VAX. 6" FROM CORNERS. VAX. 17' SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE 11.4 MIAMI -DARE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTP.UCTION INFORMATION. 6- MAX.] A TYP. 26 112 IAAX. OPER. UTE DAYUCHT OPENING TYP. (2) lee x 4 1 1 1 Q x 0 r 17" MAX TYP. IA /1 .0701 1.4.4 1. Oat. R.C. PC 134711 SI,.d l 6" MAX A i 6" MAt ' ® 6" MAX. 6 IAA)X. MEETING RM. CENTERLINE (SEE 'ANCHORAGE NOTE 7) 120" MAX. WIDTH OUTSIOE - SEE SHEET 6 FOR SECTION DETAIL$ FUT INDUSTRIES 7070 11O11110LCCY o+'C I ,CLIS. R 34775 P.O. BOX 1521 MUMS. R 34114 56 1/2" MAX. FIXED UTE DAYLIGHT OPENING A..N e1..4 eF FX 0..* ex F.K. 4/23/02 17/02 18" MAX. SPACING -- I TYP I . Ibnisftruc ADO ANCHOR DN/. 58 1/2" MAX. FIXED LRE OAYUCHT OPENING 4 M r nor W.4 .1d 5 MAL%0rr.,Carl 0.h • -.-.1. t. .1 - s]17 40..10.4 XOX ELEVATION, 1 20W 63H Ur. HORIZ. ROLLER (STD. MTG. RAIL) 0-.- 14.. R..0 A HR -201 N I S I 5 a 9 268-1 I • 4 MAX HEIGHT OUTSIDE A FIXEC LITE DAYLIGHT OPENING VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: F11.-3335 F11.-3336 fTL -3337 3/16' ANNEAIEO4 OR 3/1 TEMPERED Robert L Garb. I.E. PE 130711 Sfnelud INSIDE flxED UTE DAYUGHT OPENING OUT GLAZING DETAILS T IND STRIA 1070 T(Du LACY OAK K040Y4 IL 34770 P.O. SOX 11711 140KO i R 34774 HORIZONTAL SECTION MONOLITH GLASS OUTSipEA INSULATED GLASS INSIDE e 7/16 - TYP NOM. GLASS EIRE, '. iii i 1 Ip 111 1/8 ANNEALED I/4' AIR SPACE 1 /D' ANNEALED I' NOM INSULATED GIASS • R...4 y. INSIDE A R.f.I..L ADO !NT /EXE OESIG. IFE OPER. L DAYLIGHT OPENING TYP. (2) 4. Ai wn 114 Tau • r. Mtaaai 0.4, r.v f1C 4/23/02 F.K. 171 1/02 )C(OX SECTIONS & GLAZING, 120Wx 63H nllb HORIZ. ROLLER.. (STD. MTG. RAIL) torin/ S.W: 9...e Orr.47 a4► R.+ HR -20t NTS 6 .' 9 268 -1 A VIEW A -A A CORNER CONTRUCTION 1.54I" 1 2.209' ® FRAME „ AMB(OPERABLE) MAT'L: 6063 —T5 DWGj 219 1.542' --I TEST REPORTS: fTL -3333 FTL -3338 F71.-3342 FTL -3336 FT1.-3339 FR.-3343 FTL -3337 FTL -3340 FTL -3344 FR.-3341 fTL -3345 .062' C 2.124' ® FRAME JAMB(FIXED) MAIL: 6063 —T6 A DWG/ 218A (/6/0Y 1141,44 L Mirk P.C. PE 132712 Stokes 2.824' Ft T INDUSTRIES 7070 TZC40424.0CY 0 C w0C9u7. R 34273 P0. e01 7321 NCECMS. R 34274 2.000' FRAME HEAD MAT'L: 6063 —T6 S DWGf 2158 FRAME SILL MAT'L: 6063 —T5 DWG# 264 F.K. Dam 4/23/02 1/71/02 .050' ADD CORNER DET. SO SILL ADAPTER MAT'L: 6063 —T6 A DWG# 265B 1 _1.114- 1 .781' L ® SASH STOP MAT'L: 6063 —T5 DWG/ 110 ANnn4r 4..eX4 . 114 ILt saw Oak chile. a.ew.r •EXTRUSION PROFILES .& CORNER DETAIL ALUM.; HORIZ. ROLLER . RAIL) Soinflied at HR -201 s.+.: 5...t N TS 7 d 9 ( STD. MTG 268 -1 A ` stern 1 2 3 6 7 8 9 10 L 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 29 29 30 31 32 33 34 35 36 38 39 40 41 42 1 43 4 u Dwg 9 2158 1155 110 264 2858 1298 218A 219 100 2208 1072 223A 242 227 225 226 221A 1001 222A 1096 1018 1265-3 1267 1014 1013 1073 1278 1618 Description Flange Frame Head 18 x1.000,OUAOPn..SMS Sash Stop Main Frame STN Main Frame SIR Adapter Weep Hole Cover Flange Frame Jamb (Fixed. XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Fixed Meeting Rail Wslp...187 x .200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti -rack) End Cap 118 x .25, QUAD Pn., SMS Roller Housing & Guide Rollers. Brass Sash Side RaM Wstp., Bulb Vinyl Sash Meeting Rai Sweep Latch 88 x .625 , Ph. Fl.. SMS DSB Glass 3/16" Annealed Glass 3/16' Tempered Glass 1/2' Insulated OSB/DSB 1/2' Insulated DSB13/16'Annealed 3/32 x 1/4 x 1 Setting Block 1 /8x1 /2 Setting Biock Screen Frame Screen Corner Key Screen Spring Screen Pull Screen Spline Screen Cloth Glazing Bead (SSB/DSB) 2718 2719 1263 241 Glazing Bead - (1/2" Insulated) 1274 Glazhg Bead - (for Gild K4- SSB/DSS) 1237 Glazing Bead - (nor Graf Kit - 31161 Glazing Bead - (3/18') Glazing Bead - (1 /4') Slicone Adhesive Dow 899 or Equal Mat9 6063 -T6 dr Fastener 6063-15 6063.75 6063 -T6 AN Plastic 6063 -76 A 6063 -T5 Viriy 6063 -76 A Wthrstrip 6063 -76 A Plastic Plastic Fastener Plastic Brass Pert 6063 -78 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber Rollform Bd. Rotlform Bd. Rollform Bd. PGT 6215W,B.T 781PQA 66387 6264 6265BW,B,T 71298 6128W,B,T 61088 66801 6220W,B,T 679196 6223W,B,T 42105 42114 78X14PQM 42112N 7BRWHL2 6221 W, B,T 64664 6222W,8,T 71096 7858 712653K 71267N 61011 4 1903 78835M 70409K 68155K 61818 65198 65016 65133 6VT48 6381274 6681237 Plastic Plastic Plastic 10 FIXED MEETING RAIL MAT'L: 6063 -T6 DWG/ 2208 ()SASH SIDE RAIL MAT'L: 6063 -T6 DWC(j 221A ) 0 bbl L CUM P.L. PC 737712 sw:r•�d T INL3 RIES 1075 itcwasocr Dew rrorome. 1L 34275 I. O. MC 1321 a0a0I1 . ft 34274 a..•r Ire Oak, 1.062' SASH TOP & BOTT. RAIL MAT'L: 6063 -T6 DWG# 223A 1.750' t._ .062 20 • .SASH MEETING RAIL MAT'L: 6063 -T6 • DWG# 222A TEST REPORTS: F7L -3335 TTL -3338 FTL -3342 FTL -3336 F11. -3339 F7L -3343 FR-3337 111 -3340 FR-3344 FTL -3341 FTL -3345 FX 4/23/02 CMG ALLOY DESIG. a... or M1/02 tx/RUSION PROFILES & -ALUM: HORIZ. ROLLER' (STD. MTG. RAIL) s..yur.a x•rr r...e HR— 201 NTS I 8 a 9 1.457' ARr...1.. pw W Mu .a- +y es.• 7.4344411 B.O.M. 0. 4 4 r.. 268 -1 A • 1/4" TAPCON A W/ 112 HD. (SEE NOTE 1) TYP. HEAD SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE 1 -1 1/4' MIN. APPROVED 'moo Bucx 1/4" VAX. SHIM (SEE VOTE 1) 1/4" TAPCON W/ 112 H0. f 1/4' MAX. SHIM 1 1/4' MIN. 1. USE M1A41 -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (4L5/ UTNIMUM SHEAR RATING AT 1 1/4' EMBEDMENT) A TYP. HEAD SECTION TO WOOD S1LL SECTION TO W000 / d s /°iL ►.o..t L. Port. P.E. PE pt)It "Yvct W (SEE NOTE 1)A 1/4" TAPCON W/ 112 HD. 1/4" MAX. SHIM TYP. JAMB SECTION TO CONCRETE T INDUSTRIES %O7O TttraOLOCY �M NPCC+a. TL 34th ►0.Bo1521 MO. 11. 34274 APPROVED . W000 BUCK 112 WOOD SCREW fK � Omen .F F.K. 1 1/4' /MIN. TEST REPORTS: FTL -3335 FTL -333a FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 et %23/02 1/11/02 1/4' MAX. SHIM APPROVED WOOD BUCK 1 1/2' MIN. CH0 1 0 1/4 TAPCON. ANCHORAGE DETAILS TYP. JAMB SECTION TO WOOD ALUM. HORIZ. ROLLER • STD. MTG. RAIL) f .,:,P....s: .... HR -201 NTS 9 a 9 268-1 A c wo PRODUCT CONTROL, NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,fl, 33166 Your application for Notice of A cei. NOA) of: BUILDING CODE COMPLIANCE OFFICE Ntt:'rRu•t)Auti FLAGLEP. 13UILDIN(; 1411 wesT I LAOI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 005) 375 -2901 PAX (305) 375 -2908 CONTRACTOR LIC'e\SlNt: SECTION (3051375 -2527 FAX (305)375-255S CONTRACTOR l NFORCCIIENT DIVISION (305).375-2966 FAX (3115) 375 -2906 PROD('CT CONTROL DIVISION . (305) 37; -29o2 rAx (305).72.1.331 under Chapter 8 of the Code of Miami =Dade County governing the use of ernate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miatni -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid atter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke. modify,. or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined by BCCO that this product or material fails to rneet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the ►nanulacturer. ACCEPTANCE NO.: 01-1109.03 EXPIRES: I Vipf Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, S1 E ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTUE . This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product lteview Committee to be used in Miami-Dade County. Florida under the condkions set forth above. APPROVED: 12/20/2001 ' I304 S 00011 12000 1 1cemolatet1notice acceeeance corer oege.dot Internet mail address: postmaster (F)buildingcodeonline.com Homepag : h W 'd ON ad Francisco J. Quintana. R.A. Director Miami -Dade Comity Building Code Compliance Office w.b add itigeod eon Iitte.corn did E5: Z0 AHI E00Z -61 -Nf C construction Glass Industries Corporation 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 98-0608.20, which was issued on November 19, 1998. It revises and renews the approval of an aluminum storefront door, as described in Section 2 of'this NOA, designed to comply with the South Florida Building Code (SFBC). 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as • determined by SFBC Chapter 23. do not exceed the Design Pressure_R values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.] The Series "450" In / Outswing Aluminum Storefront Door. w /Sidelites — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 - 01, Sheets 1 through 7 of 7, titled "Series 450 Doors and Sidelites," prepared by Al Farooq Corporation, dated 10/20/97 and revised on 11/1/01, signed and sealed by Dr. Humayoun Farooq. P.E, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings, 3. LINIXTATIONS 3.1 This approval applies to single unit application of pair of doors and single door with & without sidelites only, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum swing doors w /sidelites and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation_ 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SPBC) in order to properly evaluate the installation of this syste Z0 'd NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ON ad 2 ACCEPTANCE No.: 01 1109.03 APPROVED: December 20, 2001 EXPIRES: November 19, 2006 Raul Rodriguez, Chief Product Control Division lid 65 : ZO 11H1 EOOZ -6 t -Nflf Consctio Gl ass Industries Co atiou ACCEP'T'ANCE No.: 01- 1109.03 APPROVED: December 20, 2001 EXPIRES: November 19 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentttioz . ,including test supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved products'shap be t ' and the following statement "Miami -Dade County Product Control Approved", or as stated city, state,, stated in the specific conditions of this Acceptance. pecifically . 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) M sus e of this Acceptance as an endorsement of any product, for sales, advertising or any other 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE EO 'd 'ON ,add 3 Raul Rodriguez, Chief Product Control Division Wd 55: ZO (IH.L EOO2-6 [ -N(1[' TYPICAL ELEVATIONS STEPS TO 145E CHAOTS /GRAPHS SEE SHEETS 6 a 7. MJL11PLE 90EU IFS AYAILAOtE 1.21t • e • J1 v1• • rAl11eE V14411 • • e• • 7/ PANEL LIOTN Z4' an • .16• .4 DL. to.G. •41ln4 It - OA N -4/M' !e FM. 14 -7i!' P11N(%. .c1014 Dr- arts. M[ 1014 64•1I!' !4• to• 14 T!- 11! 46.111• • NV 44 -II!' NOV b 7 2011 Rl I u ! 1 14► R 1 1144/ APp104E0 4lcaurllvIO PATH T!E scWN Wets !! CQ! T � e naaucTaolenoianaim •••:.rA omega coat scamp AEEOrria a una ActT -o - ourswn4c o0 - e1S4tNO 0004 - IT[Y I>ESGlP7 (wo tsst 2 444 aA 11410•NwNV • rni CQII PO RATION 410,416141 C AW►a44 •/lam 1140se411011g :S11 product : Wes 470 Oea4 SQAFIss NONEFd : N F41a041 Capor4llan Or. IMnoyoun Faroe 54ucturd -Flo. Pt J TO57 dot. : 10'20 -97 1 sheet ' TYPICAL ELEVATIONS OPTIONAL TRUE MUNTINS DOOR OR SOLUTE RESIDENTIAL HARDWARE wirrGC LaattaeS r1Af. dQC NCIGMT mo. •COO. kale. !PACS%G U ►10 7•-• a •••• 7 33 1/C •rpvt ••• i/• 1 HARDWARE DESCRIPTION 1 COMMERCIAL HARDWARE ea Ut• 4eR aR airAd UU• raw erle ous ryA R / Ie111 NUV 0? 2001 Mr en CUS/ AO P4 � 3/el net cuss 12_I320 9M>et T'PICAI Gt4111KG ow . • • APPeovtomoouPow IMMIMA mnteVtos tusN c0411101. hot n4SP:.W'[hi l'3 01-1 Liam -0 - 0UT51MMG D' - - INSWNG (Cc 0 - 11101 DESWP (spy Me•t 2 rat. CO Ar'OA*TION tiutrecls Oa LAWN ravens MO earthen! 32 the .$wi[ %OP !? pro&ct : Sets $so Qom t SItheitri 00111131 : M rw00! Corporotlal Dr. 1313syaun Germ: Siwtctutd -t1a PC 16557 dots : 10 -20 -37 1 sheet BILL OF MATERIALS ITEM 0 28 m El v 8 9 1OA DESCRIPTION /12 X 11/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADEO CONTINUOUS R00 3/8 -16 HEX NUT I T /2" X 1 I /2" X 3 /16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENOS & 24 3/16" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTIL. HOLES AT 6" FROM ENDS. 3 0 CENTER OF PAIRS SPACED 6" 0.C. & 24" O.C. MAX. #I0 X I" PH -PH -S5 TEKS SCREW, 0 3" & 7" FROM ENDS & 24" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" 0.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM -TITS WEATHERSEAL (AMESBURY /1 32011) 10 THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (0R EQUAL) (2) DEA000LT LATCH (TOP & BOTTOM) ANO CUSTOM CGI INTERIOR LINKAGE MECIANISM 10B REFLECTOUTE SERIES 6000 THREE POINT LOCK MECHANISM KO 0 5 caxtnwe•FtnE NAM-- 1UZr WIPMX WPM apoY16WOE 4 - 1 11 9 v3 HAGER 4 1/2" X 4" SOUO BRASS (OR S /S) HINGE SECURED WITH (B) #12 - -24 X 1/2" BRASS F.H. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4" TO 9' -0 3/4" HI( FLUSHBOLT AT TOP dl: BOTTOM OF INACTIVE LEAF (MODEL 5509) WITH REINFORCE0 TIP 1/2" NOMINAL (.}66 ACTUAL) LAMINATED GLASS COMPOSED OF (2) 3/16" THK. GLASS (ANNEALED OR HEAT STRENGTHENED) ANO .090 THK. SAFLEX INTERLAYER GE -1200 SILICONE 3/4` X 1 1/4' X 3/4" X 1 /81HK. CONTINUOUS A CHANNEL SECURED 1MTH INSTALLATION SCREWS ( SEE ITEM ri ) 1/2" THK, (nom) CUSTOM ALUMINUM PANEL CONSI OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYVI AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE iM114 ONE SIOE ADHESIVE PLASTIC WEEP BAFFLE 7/8' X 5" X 1/6" THX. CONTINUOUS ALUMINUM ANGLE AOAP • 314401445 RA .r / ullSl NOV 0 T 2001 V COA P QNAT.ON Pakiedm 018 WM4t coprelks :i1 .ew..11 1.2 *Id .1 t tblle r31i Miami : Swiss 0150 Ceara 2 SNOW" ENOME[I : N Paco' CoPerelhn Cr. tllsne}eun Foreq S4scturel -Pia. of /16357 dole : 10 -20 -97 T sheet TYPICAL TYPICAL TYPICAL OP T1ONAL SQUARE GLAZING 2A TYPICAL I 1/4' - X 33/4' ' TAPCOM SCREW SE SHE T 6 2 /Ii Pi t10Cp NOTE: WOOD BUCKS NOT SY CGI MUST SUSTAIN LOADS il4POSED BY GLAZING SYSTEM. MFI.tVVE11*ICL' 3 7U4' WrITITME San' MCA SIOW• • CON er I!:►.I'� pie .1 t coma mum UuItfl; titxrceepypttawn:ka one rem MOMS SPACED A5 SHOMI IN OEL+4LS MID PORTS. /MICAS r0 BE AT 6' i11011I COAME11S Wit SPACING Ze O.C. AT READ k SRI, 114 AIL ru 1x4 PT 1 361 .e» ate NOV 0 7 Z001 Ix1 PT 6000 SEAL/.1T . c FRAME WIDTH C:1 TYPICAL PANEL AS TYPICAL PANEL 1.5 11PICAL PANEL AS 302 37 ® TOP & BOT OF INACTIVE PA 'read : Wei ISe Vows dt 94.41.1 MONETA : Ai Iarooq Corpetation d. Hatforms j ar00% SV.clurat - fta. PE • t453T dote : 10 -10 -17 I 1Fa.1 w CompO••wT7onr ce.cNsllr tlett I.IuM1. 11tH .sbn1 It alai 44444 1Yn6 ut CLASS OPTIONS CALLED 3/16' ANN. +P49 +ANN. ANN. 3 /I6" ANN. +PV6 +H.S. 3/I6" H.S.+P 9I.ANN. H.S. 3/16" H.S.+PVB +H.S. SMALL SIDEUTE Sl1LE (EXT. 503) AT SIDEUTES 1' -6' HIDE OR SMALLER. SWEEP • n DOOR FRAME 'WIDTH THIS SILL IS NOT RATED FOR WATER 4' WOE SADDLE IHRESMBLD EXTERIOR 0 1.130 1/4' — 11 1 3/4 LONG:* TAPCON SCREW d S' FROSS ENDS 24' G.0 EXTERIOR SEALANT SIDELITE FRAME WIDTH SEE CHARTS SPOEUTE FRAME WIDTH twin IA r MaK11.11 ►sue M et I usbl 1X4 PT W000 • NOV 07 2001 f 1/4'— t<3 TAPCON SCWV O 6 FROM ENOS It 20' O.0 SEE SHEET 6 REFER TO SHEET 2 01 TYPICAL BILL OF MAT! M As CC& li1101M1N 714 ssv ra0m04 - or C0c4 • -. awl 112 s coofcatotulfenact AS tt11R • • rink oaw �ow.►ro ry m.4 V strs Wutn ess�'I 111 /wood 12 Om. .tai too IP weird : Swiss 450 Oosrs t SldrRss ENOMEER : 11 Forooq Cerperollon Or. Hun»you1 Torsos Strucb.rol - Ho. PE $ 11557 cots : El- 20-117 I stee l eaIt s:rS•10•■ -1/4' —X 23 /4'LONG TAPCON SCREW 0 6' mom von & 24' QC. SEE SHEET 1 IXer11000 1/4" -- x 3 .3/4' LONG T*PCON SCREW • 6' FROM ENDS & 20' Q.C. SEE SHEET 6 I /4" •- X 1 3/4' LONG TIIPCON SCREW 0 6' FROM ENDS & 24' o.C. 10 X 1" PH —PH SMS S/S (2 PER Q CLIP) 4* Pat gores: mat C:`.R4/1fi'.XTIE .1xNt.,: :”2911I16_ 23 1X4 Pt 1M000 EXTERrcR FRAME WIDTH SMALL SIDEUTE STILE (EXT. 503) AT SIDEUTES 1 -6" WIDE OR SMALLER. 1/4 " —X 3: TAPCON SCRE • 5 FROM E & 20' QC. SEE SHEET a REFER TO SHEET 2 01 TYPICAL BILL OF MATT • EI cowao awaa4w blwitio magma 1144 Asiumpl 11 Aral 4644 MN 3P preduCl : Si.. 4r 436 lbws ! Sbrtaa ENGINEER : N Faoq Cerpa*niton Or. 11Nmo1mn foram StucIu d -no. PE f 16557 dote : IO -20 -4f saM { PANEL PEAFOR*ANCE CHART FOR DOORS AND S10ELITES • NOUIYAL D1QS, OUF- SEING /IN -SWING DOORS 1N- SITING DOORS i DESIGN LOAD CAPACTt■PQF MOM LOAD CAP4CTY -P30 Pextil ad o FM me. Hoar AN1. CLAM 1LS. Man ANM. OLAC3 N.Q. 611013 CA r. MT. EY 1 _ (XT. AT. EAT. (NT. 3'6 sal A 1000 RUN LIM 500 1000 50.0 1100 0 1000 ' 1440 1100 700 1000 500 1100 O 1000 1010 1100 EN 1000 500 1100 07.1 074 NOD 1100 500 37; 500 1104 2/0 2/4 7/0 3/6 1V4 l 1000 110.0 1000 110.0 504 110.0 500 1100 MU' I ' 1030 1100 1000 700 1100 1000 1100 1030 100 1100 lawn 1 ao.o 1140 12.6 J 530 1100 2/0 2/6 300 1/0, TK L0.0 1010 014 110.3 100.0 1130 1031 530 110.0 1000 1001 1010 0004 301 1000 500 1100 760 70.1 LOU 102.11 010 71.0 500 1011 2/0 2/4 3/0 vo 1000. 1000 100.0 110.0 70.0 1000 100 IRO 1100 Lou 1040 110-0 501 1030 500 1130 0030 1000 1000 1100 510 1030 100 0000 210 216 7/0 1/0 1000 100.0 1030 1100 514 1000 530 1100 000.5 1000 1000 100.0 110 0000 SOS 1100 1000 1000 1004 1000 500 1000 530 1040 1003 1110'111 14141511010 CO 010 UIRCMdTS AMO tom 04Rf1IoLD MOVE Aq1 FOR 000115 WINO O M IE0E MATER 11w11.111.010101 Mt MOT APPUCATL( a am( COMMON. LOADS S■DTIIII AIM API r• 000105 USI40 -Zfr TAME 0 1011.14.4116N •• " ' . 1S OUST 3E OH MEM 2 ZEI Ytl L!t t ARYa1 1. 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P11YEL CORNER OTAf . 311133 TO use CHART% L MAT rot OF 010106_ 2. 701 311E of 1001 001/01010 /1101 100 C/IAOTY 1145 1.0/0 44•113r, U*ST NOR 01 [1.4010 ems w010 10110 At010001OfT 007011111E 1!1 STEP 1 Or 110(7 0. 1.1 t OA 31 Y AT C104 00. W aims. 10 ON 41 1rG 1rO.0 Moan 0 111111 0001 0* OA , 11 /1104717 13 011 C / ' M L AfKI� 114 1 H0. 1043 410011E 4306. PAUE1 w1Dnl . 04 043110. 4 il1(Q "44 2 UPC014 MO 11000 111711.11741011 1 -3/4 .011. 0000 ramirr.nr.4 TM6y 101000 17043 INro 11433[1*► 1 - 1/4 . tut 10150161. 0110/- 110 Y'- 1/4 17{{2011. many 10 mown' M0 WW1 1-I/4 141.10114+110 6.411E010/7 440*0K001 coww443 %01146 scumnaaa 1akom.000t C000NTIN1010100 10014000001 C011K01fFOF10C1 sawurce.,c 111-11g big i t c0 /i0 'd OPTIONAL ZX INSTALLATION INSTALLATION DETAIL IN- SLUING POOR JAMB (SIpELITE JAMB IS °SIMIL;4R) ii:XTERIOR M.O. WIDTH ON Xyd INTERIOR FINISH F RAME WIDTH 5.6 I I ?)t4 pT BUCK � OR LARGER IWO � �Pr D AI.IAtICN F.W. M.O.W. 1 3/4" 1/4 "• " LONG TAPCON SCREW OPTIONAL BL VeLED PURRING T 3 4 ` LONf'a SCREW 1x4 PT )SUCK (OR LARGER) IN SEALANT rak common...Nor., () 593 - 6590 IEIES 50 PRODUCT UN ' 1R S Wd 10:E0 fHl EOOZ- 6i -N(1f 0 DR IN L1EEP Sr9t - DO NOT BLOCK UP. ROAM TAPE 5.5 'ON Xd { II V CONCRETE OURS INSTALLATION DETAIL IN- SWING DOOR SILL DOOR SWINGS TO Ti.H6 SIDE DO NOT DLOCK PATH I/ • X 13/4" LONG TAPOCN SCREW (SEAL MEAD WATERTIGI4T) NEWI144 SILL ADAPTOR INTERIOR I FINISH H rak CORPORATION (305) 593 - 6590 SERIES 450 PRODUCT LINE SAC COORS - SODAS - TRANSOMS Wd LO:EO f1H.L EOOZ- 61-Nf1W opTIONAL 2X INSTALLATION F ULLY BED IN SEALANT L0 /EO'd EXTERICR 1- N- Z Q = N0411 TAFE W 'ON Xdd 5.4 INSTALLATION DSTAIL IN - 5WING DOOR BEAD TAPCCN SCREWCNG OPTIONAL SavELED qUNitl• G INTERIOR FIN1814 rat GORa ORATION (305) 593 - 6390 SERIES 450 PRODUCT LINE SV1NG D00RS - 5 - 1RAI50NS Wd 10: EO PH1 E0O?- 61 -Mflf LO /L0 'd 11, 1. EEREQ.BMANCE ALL PRODUCTS SHALL MEET DACE COUNTY AND/OR SBCCI REQUIREMENTS FOR LARGE MISSILE IMPACT RESISTANCE WITHOUT USING SEPARATE PROTECTIVE SHUTTER TYPE SYSTEMS. CYCLIC ANO STATIC DESIGN PRESSURE RATING ON 5•0' a 9•r PANELS (USED AS SINGLE DOORS. 6'-0 WIDE PAIR OR SIOELITES) SMALL BE NOT LESS THAN 76 PSF FOR ANN/ANN GLASS AND Kb PSF FOR HS/HS GLASS PRODUCTS SHALL SE WATER RESISTANT RATED AS FOLLOWS; USING STANDARD CGI OUT•SWING SILL : 15 pSF USING STANDARD CGI INSWING SILL : 7.5 PSF USING STANDARD 1/r HIGH SADDLE THRESHOLD ; NOT RATED FOR WATER AIR INFILTRATION: OUTSWING UNITS: DT CFM/SO FT AT PRESSURE DIFFERENTIAL OF 8,24 PSF (NOT 1 ,57 pSF) INSWING UNITS: '.04 CFM/SG FT AT PRESSURE DIFFERENTIAL OF 157 PSF UNITS vW SADDLE THRESHOLD: .12 CFMISQ FT AT PRESURE DIFFERENTIAL OF 1.57 PSF SWING 000RS MUST COMPLY WITH DADE COUNTY FORCED ENTRY RESISTANCE PRODUCTS MUST HAVE CURRENT DADE COUNTY AND/OR SBCCI APPROVAL 2RID CT SERIES 450 SHORT FORM SPECIFICATION SWING 000 RS 1 5I5IDELITES / TRANSOMS - SERIES A6D DOORS. SIDELITES ANO TRANSOMS AS MANUFACTURED BY CONSTRUCTION GLASS INDUSTRIES (CGI) IN MIAMI, FL - ( 306) 5934590 • • DOORS, =ELITE AND TRANSOM PANELS MUST BE r (nom.) IN THICKNESS / FRAMES MUST BE 41 /P DEEP SIDELITES AND TRANSOM PANELS MUST BE MANUFACTURED AS INDEPENDENT PANELS. MATCHING THE 000R SECTIONS IN PROFILE. DIRECT SET METHOD OF FABRICATION (SECURING GLASS DIRECTLY TO FRAMES) IS NOT ACCEPTABLE, 111. NIAMEMA STANDARD ALUMINUM FINISH SHALL BE WHITE OR BRONZE ES.P, PAINTED APPLIED BYA LICENSED APPUCATOR 506346 EXTRUDED ALUMINUM FRAME AND PANEL MEMBERS (6063•T5 ACCEPTABLE AT NON STRUCTURAL COMPONENTS ONLY). .1?zi THICK MINIMUM TYPICAL ALUMINUM WALLS / . 150' THICK MINIMUM ALUMINUM WALL AT HARDWARE ATTACHMENT POINTS. AU. DOOR. SIDEUTE AND TRANSOM PANELS SHALL BE ASSEMBLED WITH (2) 0 T STEEL RODS (COMPRESSING PANELS TOGETHER) ANO SECURED AT EACH END WITH WASHERS ANO HEX THREADED AU. FRAME MEMBERS SHALL BE MECHANICALLY FASTENED TOGETHER WITH (3)1I 12 N1 we LONG STAINLESS STEEL SCREWS AT EACH JOINT. GLASS THICKNESS SHALL BE 1/2• THK. • • MINIMUM OF (3) UNES OF WEATHERSTRIPPING AT ALL JOINTS ATED • EXTRUDED SNAP ON GLAZING BEADS (MECHANICALLY FASTENED BEADS NOT ACCEPTABLE) • 100% SILICONE SEALANTS FOR GLASS ATTACHMENT AND AT ALUMINUM TO ALUMINUM JOINTS (DRY GLAZING METHODS WITH TAPES OR GASKETS FOR ATTACHING GLASS 15 NOT ACCEPTABLE). aguracauxism IV. BABE TITAN KWIKBET LEVERS AT ACTIVE AND INACTIVE PANELS TITAN KWIKSET SINGLE CYLINDER DEADBOLT LOCK AT ACTIVE PANEL CUSTOM COI CONCEALED THREE POINT LOCK MECHANISM AT ACTIVE PANEL HAGER SOLID BRASS OR STAINLESS STEEL HINGES (4) AT 8'.LT ri qa HIGH LEAFS / ( 3) AT 6'4 HIGH LEAFS PAIR OF CONCEALED FLUSH BOLTS AT INACTIVE PANEL ASTRAGALS AT AOTIVE AND INACTIVE PANELS csthenardalaisigit C131 STANDARD PUSH BAR AND Ply HANDLE AT ACTIVE AND INACTIVE pANEL3 REFLECFOUTE THREE POINT COMMERCIAL M.S. DEADBOLT LOCK MECHANISM AT ACTIVE PANEL QED CYLINDER AT EXTERIOR ANO THUMBTURN ATINTERIOR HAGER SCUD BRASS OR STAINLESS STEEL HINGES (4) AT E V' & Wd NIGH LEAFS / (3) AT f-8 HIGH LEAFS PAIR OF CONCEALED FLUSH 80LTS AT INACTIVE PANEL ASTRAGALS AT ACTIVE AND INACTIVE PANELS EXPOSED OVERHEAD CLOSER (OPTIONAL) 1/2' HIGH SADDLE THRESHOLD (OPTIONAL) IN UEU OF CG STANDARD THRESHOLD V. OPTIONAL ACCE SORIES DOUBLE APPLIED RAISED PROFILE EXTRUDED ALUMINUM COLONIAL MUNTINS (1' WIDE OR 3 WIDE) • TRUE 4 SO' WIDE EXTRUDED ALUMINUM HORIZONTAL MUNTINS - IN.BWING KIT FOR DOOR SILLS 1/2' THICK (nom) COMPOSITE PANEL W .DIET THK. ALUMINUM SHEET ON BOTH SIDES (IN UEU OF GLASS) CUSTOM PAINT FINISH SUCH AS KYNAR SID TYPE PAINTS 1.1 ON Xd.d r & . 1 3011•S3./0,0 Wd EO :EO (1H1 E00Z- 61 -Hrtf SERIES 450 SWING DOORS, SIDELITES AND TRANSOMS PRELIMINARY PERFORMANCE CHART SaLASS REOUIRELL 1/2' THICK (nominal) Saftex LAMINATED COMPOSED AS FOLLOWS: - 3/16' THK. ANNEALED (ANN) OR HEAT STRENGTHENED (HS) GLASS .090 Safex INTRL4YER • 3/16' THK. ANNEALED (ANN) OR HEAT STRENGTHENED (HS) GLASS IR INFILTRATION TEST • UTSWING UNITS WITH STANDARD THRESHOLD c- 8.24 PFS INSWING UNITS WITH STANDARD THRESHOLD a> 1.57 PFS I SWING OR OUTSWIN UNITS WITH SADDLE THR SHOLD r? 1.57 PFS .07 CFM /S • FT • OUTSWIN UNITS WITH STANDARD THRESHOLD INSWING UNITS WITH STANDARD THRESHOLD INSWIN OR OUTSWING UNITS W TH SADDLE THRESHO STRUCTURAL TEST PANEL SIZE • DOOR SID LITE OR TRANSOM + 80 PSF • •. 8 . PSF x 9 %0' WITH ANN /ANN GLASS WITH HS /HS G SS + 100 PSF - 100 PSF + 100 PSF • 100PSF *USED AS SINGLE DOORS, PAIR OF DOORS (6'41' WIDE) OR SIbELITES OOR HEAD TO TRANSOM DESIGN PRESSURE / STATIC TEST B14SED ON 6.0 1 PAIR OF DOORS AND 6-0 x 3.0 TRANSOM DESIGN LOAD / STATIC TEST: + 100•PSF / • 100 PSF DESIGN LOAD / CYCLIC TEST: + 100 PSF / • 100 PSF 2 x 6 TUBE MULLION 12'.1 5/8' ACTUAL LENGTH DESIGN LOAD / STATIC TEST: + 60 PSF / • 60 PSF DESIGN LOAD / CYCLIC TEST: + 100 PSF / • 100 PSF L0/90 'd '0N Xd.4 1.2 CYCLIC DESIGN PRESSURE RATING AFTER LARGE SSILE IMPACT WITH ANN /ANN OR HS /HS GLASS Dec•mb•,11. 1997 • (3o$1!@3.'100 lid zO: E 0 nH,L EOOZ -6 t -NIlC 3 000R FRAME HEIGHT LO /50 'd 000R FRAME WIDTH SINGLE IDOOIRg ON XU. 3.1 DOOR FRAME HEIGHT 000R FRAM WIDTH FAIR OF DOORS • EML CO (305) 593 - 6590 SERIES 450 PRODUCT LINE SWING ODORS - SIOEIl1ES - TRMSOMS OPp. Wd a0: E0 f1Hl EOOZ -6 l -Nflf L0 /b0 d OPTIONAL IN, SLUING SILL DETAIL RATED AT"7.5PSfiWATER_ '0N Xdd EXTERIOR lLEE■ SYSTEM - DO NOT COVek•UP 1.1.64EN INSTALLING, 4.10 ralk coptc.0.1A7,0,4 (303) 393 - 6590 SERIES 450 PRODUCT UNE AMC DOORS - SODAS - 1RANSOWS pfd ZO: EO f1H! EOOZ- 61 -Nflr