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PR9PHIRTY OWNER N \ (da :7 4 Li 4 ✓ Address 5/ 5 At 9 0 )6/1)l kke Home Telephone 3 Os T Zo -0 / ? l ^ a / , 0 (i , ",` — I / fl 3 Business Telephone 7 _ .2... n (Q [L Fax '� �1 o TYPE OF MANAGEMENT (✓ ) New Construction License No. 9 q 4 6 . 5 ® 6 / .e' ! Enclosure Telephone 2 ,r4 e00 7Fax 5 _ g 77 6� Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other CONTRACTOR 9 Name ,v .4117 a- /�S6UCd6i ye f /WC - License No. 9 q 4 6 . 5 ® 6 / .e' ! Address / 5s1 /, / Telephone 2 ,r4 e00 7Fax 5 _ g 77 6� Qualifier Name z eeas INSTRUCTIONS - The following steps must be 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 submitted 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. APPLICATION Address Apt. Folio Number Description of Work Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of We 5■1 Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. . c ' City State Zip A can go) hi > n do vt). Bldg Value Tax Assesse. Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 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 BE 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 - Please read carefully. 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 ELECTRICAL, 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 infdrtiiation 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, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in a• •'dance wit. Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and t Name om and subscribed before me ) o g a C tor. I1 • I ., lip UNTY OF MIAMI -DADE BI1 U11 1 ignature SEAL: Personally known 5'6 .f Qrld -, NG ". • 5, "'- • 1 OR, Produced Identification E OF FLORIDA, Signature of Contractor / Quali er 1617 . Print Name Swo to and subscribed before me this SEAL: Type of Identification Produced: pal. (/C Li e/ I & Vype of Identification Produce PERMIT APPLICATION ADE . •e.■ l .1 / gnature Notary ' o.. ic. State o Florida P P V O °l, At'C'L" "i •• rn 'OF Fkn . . Personally known OR, Produced Identification t ;0 0- Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 4/5/2002 Applicant: MARIA Owner: MILIAN JOB ADDRESS: 575 Contractor NDM & ASSOCIATES Local Phone: 305 -430 -8007 Parcel # 1132060180020 Fees: FEE2002 -1947 FEE2002 -1948 FEE2002 -1949 Permit Status: Approver' Work: REPLACING 10 If there is no permit pa fee is $50.00, which must This Permit is granted to the cc ordinances pertaining thereto anc and approved by the proper muni authorization. A further condition ordinances and regulations perta by his agents, servants or emplo Signed: In consideration of the issuanc with the plans, drawings, statem myself, my agent, servants or er Signed: sr o • PAY TO THE ORDER OF MEMO NE 97 Description Building Fee CCF Notary Fee Total Fees: Legal Description: 6 53 42 RESUB OF BLK 98 MIAMI SHORES SEC 4 AMD PL 1nnonn7 r`,,nctruntinn Value: $10,000.00 ONELIO J. MILIAN MARIA E. MILIAN 575 N.E. 97 STREET MIAMI SHORES, FL 33138 I Building Permit Permit Number: BP2002 -685 MILIAN MARIA ST Contractor's Address: 16200 NW 59TH AVE Amount $250.00 $6.00 $5.00 $261.00 Page 1 of 1 Total Fees: $261.00 Total Receipts: $0.00 FIRST UNION NATIONAL BANK FIRSTUNION.COM ORG. 003 R/T 067006432 00000 l 2 ? ?tl' 1 :0 6 ?DOG 4 3 21:1 1 2i3 4 200 10 ' ? 111' PB 49 -37 LOT B i</ DOLLARS I5 1277 63- 643/670 PIP 3a3H 010Hd 30Vld ROZnoeo �o OVerabon d motor ,ehiNe p � V'id u 'VNVINIf10 1' Q3SIONVad lua6Vf;wA}i1en0 }o ejn eu 6!S n9NIZV19M3 SSV19 :(S)Md0031V Al1VI33dS 9NIGQVOL+1 21013V231NO The Sunshine State A655-4,00 -61-259-0 I1MtwIM ARMEN1EROS 11 661 SW6 C T PEMBROKE PINES, FL BIRTHDATE 941 M 600 REST. ENDORSE. EXPIRES 6.0 0119.07 00.00-00 SAFE DRIVER Consent to any sobriety test required by law )0:10M 11V 1O11iNOO OM{ 103N10'3SIAd3dfS'SOW (TO) maw oNuAnyfo L9€9 09 —Z+A :"ON 'S'S sr WIHVMfiI SOi31N3WSV g£I00S06 :'ON "3'3 3NI S31VIDOSSV 3 WO` ZOOZ /0£/60 NO S3?3IdX ON3i3dW03 30 31VS53NIS 11 0 1 0 z m m LZ9Z-9LE (50E) 0£l£E ld 'IWVIW 2091 311f1S "1S H310V13 M 04• 301d30 300.I1d1N00 3000 ONI011fl9 AiNl00 30V0 I(NVIW1 Code AREA CALCULATIONS SUMMARY Description . Size Totals GU' First Floor 2520.00 286.00 2520.00 GAR Garage 418.00 30.0 418.00 3.0 x 26.0 . ' 27.0 486.00 24.0 x ^zo.o 696.00 ' 8.0 TOTAL LIVABLE 8 Areas Total (rounded) 2520 2520 LIVING AREA BREAKDOWN Breakdown Subtotals First Floor 6.0 x 14.0 84.00 13.0 x 22.0 286.00 12.0 x 21.0 252.00 21.0 x 30.0 630.00 3.0 x 26.0 78.00 18.0 x 27.0 486.00 24.0 x ^zo.o 696.00 1.0 x 8.0 8.00 8 Areas Total (rounded) 2520 murruwp.wma". Property anores Street City: Miami Lender: 1/1*FIMI � � m 22.0' Laundry Sketch by Apex IV Windowsim 21.0' Den 2-Car Garage 22.0' � m Kitchen Bedroom FLOORPLAN Dining Room Beth Entry 22.0' Family Room FUnw^: 0100211+ Case No.: State: FL Zip: 33138 Open Patio Living Room 17.0' .0 Bedroom Bedroom Bath 24.0' Bath 2 1 Bedroom ^ 83117/82 @8;33:36 • 11 -20 -01 12:14am From -PGT INDUSTRIES MIAMIDADE 941.408.1980 -FB2 -> 3854388877 9414301900 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (I40A) of: SH -701 Aluminum Single Hung Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. IT 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 meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0t- 0629,08 EXPIRES: 11/01/2006 APPROVED: 11/01/2001 Page 002 T -038 P.01 F -898 MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRAC roR LICENSING: SECTION (305)375-25.27 FAN (305)375-2558 coNTRACTOR ENFORcEMtENT DIVISION (305) 375.2966 FAN (305) 375 -2908 PRODUCT CONTROL DIVISION (303) 375 -2902 FAX (303) 372 -6339 Raul Koangucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE? This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Comptiancc Office 11304500014pc200 01itemplateelnotice acceptance cover page.dot Internet mail address: postmasteraabuildingcodeonline .corn IYomepage: http://www.buildinvoileonline.com 03/17/02 08 :34:48 941.400.1900 -F82 -> 3054308077 Page 903 11 -20 -0i 12 :14am From -PGT INDUSTRIES 9414801900 T -038 P.02 F -898 Vinyl Tech /Progressive Glass Technology APPROVED November 01, 2001 EXPIRES November 01 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single flung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH-701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product 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. BULLDING PERMIT REQUIREMENTS 6.1 Application for buiiding permit shall be accompanied by copies of the foliowing: 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 (SFBC) in order to properly evaluate the installation of this system. 2 ACCEPTANCE No.: 01- 0629.08 I kAol 1. L -. kw o,d.. Ishaq 1. Chanda, P.E., Product Control Examiner Product Control Division 83/17/02 08:35:'6 941.400.1980 -FB2 -> 3054308877 Page 004 11 -20 -01 12:14am Frcm -?GT INDUSTRIES Vinyl Tech/Progressive Glass Technology 9414801900 T -038 P.03/07 F -898 ACCEPTANCE No.: 01-0629.08 APPROVED November 01, 2001 EXPIRES November 01, 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 documents, including test - supporting data, engineering documents, are no older than eight (R) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, usc, 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 fcc) 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. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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 portior. 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 bc 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 needs not reseal the copes. 8. Failure to comply with any section of this Acceptance shall bc 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 3 Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division DESIGN PRESSURE RATING (P.S.F.) 5/16 LAMINATED W/ ANNEALED CLASS 5/10 LAMINATED VI/ HEAT STRENGTHENED GLASS HATER INFILTRATION REQUIRED WARLR IN:ILTRAIION NOT REQUIRED WATER INFILTRATION WATER INFILTRATION REOU1RED NOT RE0U1Re.0 -50.0 450.0 -50.0 4.50.0 -800 +68.7 -80.0 +90.x1 76.000 MAX. 53.175 MAX. O 3/9 - " -- ( — NAT. ON CLY7LR 1rP. 117..1) & 5111 ELEVATION LARGE bN °LSLF 1VPL11 T wLN 12QwS I.) (2ALINb OPTIONS: A. 5/16" (..:50) LAINNLTED cuss (l/8• onneotad /.050 r1Ln /1 /6' o, Hooted) B. 5/16" (350) emo4ATED CLASS (1 /A' heat strengthened /090 lihc/ 1 /8' heat strengtoened) 2.) CCNFICURATIIJO2. OX 3.) 0£5'CN PRE;S :JRC HATING: SEE TABLE. 4) ANCHORS: MAX. 5 J /4' MOH EACH CORI)'ER (HEAD di SILL) MAX. 0" OM EACH CORNER (JAMBS) EEO. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMBS 73. 125 5) SHUTTER REQUIREMENT: NO SHUTTERS 6i0LIIRED 6.) REFERENCE 1821 REPORT: F7L- 1689 i d.uD9 1 13 1/8" oN CE' 5` A ,/#6 8 G . r vu S B( (G RAH Ohm. 6063 -T. 511 310E RA/1 A w . Oa �INf .' 1 Mum. 6 -T5 9 W 18 TRIP - N /UYL JJL8 tD N I7 10 .350 W SAFLEX BY 1 2 FQ,'�.3 18:7 N r L 3 . :.750 PHR, PN. ND. 14 SW£EP LATCH /6 v .623 PHa_ ILi. 1117. 16 D NINDL 'D 77.. PLPL PH. !8 WLA� TRIP - L I9 SASH • CUtOE 70 CRS 1 BALANCE COVER RSTR - PILE FIN° Fill SASH rACF 5 ►' r ., lge. FLT ( 1 26 SA. H 0' Al , • -T Fl . P.H. A _.YJ PLA vT .3- 1M1 • ], 12 27 INT fa §..0b3- A3- 6tg8 \SASH 1 fA N R v, r. # 76X 2F 2 2 8 1 +Ter, Glazing cod 2 L L el u.1) Defences to Jamb 1 11,5 (rum enn of vent top roil 1 if width is o= 42") 2 (weep Lolih Stases) 4 wh n 2 S cc t el(e s 9 frame mdi ;• Ado f .,c x a Vent .L nh° 1 Roi h ca 1 s, r eoeh 60ancT 1 0 each irume (0(60) rp nf ' m,b &r,nl I t V. b. '11 a bn .14X ALIT IAX II BAAX it.tAtAX Al U15AX X A I145.AX ALUMAX f - 1ASI1(; 00W CORNING 14 P.C. U . H.P.G. A AS MINIAT £ 0. R' CASTING Al CHANT FASTENER A AJUl1A_,Z„i 7JERCHANTS rAS7LNE, TEAM PL91105 4 MASTER T001. RNA. T C4. PCT IF BORC CALOHEIl CN1ECEE CAR VINYL TECH PCT SCHERER ar0 PRBL? MERCHANII FASIEN i A 011£11EA0 5343604 C9 fIEN 4 ThNOLOAD Ruben L. Clark. NE. PL 8311712 Structural DESCRIPTION FLANGED MANE HEAD (,Nu.2" l FIANCEE 1 (etym. 60 FTANOEO FRAME .1B (Alum. 6 t - 1�)1 LIK " RAIL Alum. 6063 -T5 6o 7070 TECHNOLOGY ORA'E 710603111, 31 .0427 P.D. 130( 7525 mums, , 71. 34274 ilr mot a �1N��M� iim aC/ °A TpCe clulda screA9 n 0 o 74 h Fm _ 1:1< row it Vert As . , rows. 9 hanio ionbs 30 from R,r,4 as Oota: F1<. 10 I1 /o O.R. 8/18/98 [Fawn Ey: Oar. D. D. 2/9/98 Thacr pt:on: QTY. / LOCATION TB, TABLE £XTR. Ravhion,. CI,{NE£ OTOTY ELEVATION & PARTS LIST ALUMINUM SINGLE HONG WINDOW Serles /Hovel. 5 -01.: ShxoL oeoxi o hb. SH - 701 NTS 1 °I 4 4040 VENDOR VEN0017 4 X2225 t3.i22�s . 12228 1 -1 .720 Af = 1411(1 -12237 7 -5.117i 1P - :97 BIRLDIXOCO PL - AF -!223 m H rP - -2 TAPE 578 3 AF -1224• RODUCT RLrNON *340934 n om O R3M1O7tDAT6 tif0. 6t9frnt m 1-174 co P 0 0 0 --4 ro a 76 000 .777 INACT) F .b55 EXTERIOR o0 2.78' JGH INC 2.784 REFERENCE TEST REPUJ? : F2- 1883 ROUGH `OPENING L .500 34.500 DAYLIGHT OPENING 1112 J1.500 ACT1V DAYLIGHT OPENING 2.320 11'17=010R ROUGH °FEN NO VERTICAL SECTION Raheii L (Nark, P.E PE 439712 S+YUGUYAl 48.250 DAYLIGHT OPENING HORIZONTAL SECTION IOW TECHNOLOGY 0RM NOKOAf15 a 34875 P.O. OON 1519 NOKOMIS, FL 34274 Tdk: SECTIONS ALUMINUM SINGLE HUNG WINDOW S..:.s/Oodd: Srnm: Shat: Droving Na srr -�c 1 NTS 2 N 4 4040 RO11a'f I 0PEMNC N m a T I +tt�W 1 mw• — r._1 i 0 12..4 M: Oa+s: e.w,bos: . R� 4. 4 �" F.K, f0 /l1�0! T8, TABLE, EXTR. ryy O.B. 8/!8,/98 mmou +ocu�c � By: 2/ m O.R. 2/9/98 «+pGOn: O T co W CD A W M 03 �] O ag CO v o ''3 2. 76.4 -- 062 .737 .795 -= C ID ALUM. 606 -75 1 165 .062 1 343 .413 -" r - (7) ALUM. 6063 -T5 ( ALUM. 6063-75 REFERENCE TEST RLPOR7: Flt- 1889 .062 .655 2.704 ALUM. 506.3-75 �-- 2.274 — 11.657 .678 .050 ® ALUM. 6063 -75 —� - .062 1.707 ALUM. 6063 -T5 1 2.330 r 1.523 -•-11.023 2.710' -� 1.123 �- (i) ALUM. 6063 -75 2.325 r 1.969 .062 I 1.350 k- cc, ALUM. 6063 -75 1.95 .490 062 - Q 0 ALUM 6063 -T5 Robed L. Clurk,P.E. PE 1139712 Struaural .062 1/8" ANNEALED C k HEAT STREN7HEAIE0 GLASS .090 INTER. AY' R SAFLEX BY SOLUTIA OR DUPONT PVB • V16" I_AMINATEJ GLAZING DETAILS C r 1/8" ANNEALED OR - HEAT STRENGTHENED GLASS 0 1/2" NOM. [GLASS Bh£ ra ev (SGr ' ✓�tiNr� o 1U11,3aC100t1, C1�l�@1dN� CO m CD CO "-.l CD Sars /wader Scale: Sneel: Of�wing no Sri -7o1 N � S j ar 4 4040 Dale' Rc. ojonx. Y.: 10/1 r l T8, TABLE, k IR Dotq ReMmm. 8,/ 18/! Dale. INDUSTRIES _ o.a. 2/9/98 aac"yuon: w 14 EXTRUSIONS & GLAZING OPTIONS m Me: f070 7fGfM01 -pCY p ALUMINUM SINGLE HUNG WINDOW a, NC'K01NS Jl:l6 tL .:r F.o. ear 1528 NOIi6L05, FL J4274 TYP. 7YP. HEAD REFERENCE TEST REPORT: 17i -1089 V . P • 7YP. 5111 Lv F !I£ 7YP. JAA41 441 Rabcn L. Clark, F.E. PE FMT12 T ■ INDUSTRIES IO70 1CGTAYU +ay NO QL S, a 34.225 AO. 80.c 1529 NOFGFS. 11 34224 0117.1 ay: (Mg; 0.13. .2,/9/98 AIVCHORAGE <S] r� La cn QT 2x 41'( 3 a Buc1 T O 1712 PANNEAD 1.250 .250 MAX. Fwso : O t.: Raus'ions: F. ,0 /11/o T5, TABLE, EXTR. FwD 8/18/98 t fir4skwa. TYP. JAMP N r't7 m N T co tQ a 0. AI.UMINUA,' SINGLE HUNG WINDOW S.s0.4Qs1: I Scale: Stow 9rorin4 Mo. CO 5H-701 NTS 4 v/ 4 4040 MIg\'A1 -DA DEM ' MIAMI -JADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Lawson Industries, Inc. CONTRACTOR LICENSING SECTION 7030 N.W. 37 Court (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33147 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Serie.s 6000 Aluminum Fixed Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO).under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite 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 BCCO that this product or material fails to meet the requirements ofthe South Florida Building Code. - The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0520.04 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08 /05/1999 Expires:09 /21/2002 1 of BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R.A. Director Miami -Dade County Building Code Compliance Office f Lawson Industries. Inc. ACCEPTANCE No.: 99- 0520.04 APPROVED 0 5 lsss EXPIRES : _September 21, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Ac-cPntanrP N 95-0 711.01, 1 01 �„ i.' 3, a September '11 1 9t .Z r - . -- a ♦.v 6, •I1L L& was issued on �d \. 6�:./11UG1 . 1, 1 /J. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 6000 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. W99 -40, titled "Series 6000 Aluminum Fixed Window," prepared by Al- Farooq Corporation, dated May 15, 1999, sheets 1 and 2 of 2, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system 5. LABELING 5.1 Each panel 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 (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Product Control Division 7" 0 Manuel Perez, P.E., Product Control Examiner 1 Lawson Industries. Inc. ACCEPTANCE No.: 99- 0520.94 PEP APPROVED . AUG fl 5 1999 EXPIRES : September 21. 200/ 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 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. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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. Manuel Perez, P.E., Product Control Examiner Product Control Division E SIGN LOAD L s. WINDOW DIMS. WIDTH 24" 36" 48" 60" 72" 84" 96" 108 120 132" 144" 24" 38" 48" 60" 72" 84 96" 108 120" 132' 144" 24" 36" 48" 60 72" 84" 96" 108" 120 132" 144" 24" 36" 48" 60" 72" 84" 96" 120" 132 144 24" 36" 48" 60" 72 ", 84" 96" 108 120" 132' LENGTH 18" 24" 30" 36" 48" CAPACITY - PSF 1/4" - TEMPERED EXT. ( +) INT. < -) 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 150.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .6 100.0 100.0 100.0 150.0 100.0 75.0 75.0 75.0 75.0 1 C0.0 75.0 75.0 75.0 75.0 7G .1 DESIGN LOAD CAPACITY - PS:' WINDOW DIMS. WIDTH 1 LEN= - H 24" 36" 48" 60" 72" 84" 96" 108 120" 24" 36" 48" 60" 72" 84" 96" 60" 72" 24" 36" 48" 60" 72" 84" 84" 19 -1/8" 26 -1/2" 37" 53 -1/8" 26" 19-1/8" 26 -1/2" 37" 53 -1/8" 38 -3/8" 19 -1/8 26 -1/2" 37" 53 -1/8" 50 -5/8" . 19 -1/8" 26 -1/2" 37" 53 -1/8" 56" 19-1/8' 26-1/2" 1/4" - TEMPERED EXT. < +) INT. < -) 100.0 100.0 100.0 100.0 60.0 100.0 60.0 100.0 94.8 90.2 86.9 100.0 100.0 95.0 100.0 100.0 95.0 100.0 100.0 100.0 150.0 100.0 75.0 60.0 60.0 60.0 60.0 100.0 150.0 100.0 100.0 100.0 75.0 60.0 50.0 50.0 86.9 50.0 100.0 150.0 100.0 100.0 75.0 60.0 50.0 91.9 42.9 100.0 220.0 100.0 220.0 138.5 100.0 138.5 100.0 188.2 100.0 135.8 100.0 97.3 100.0 1 93.8 100.0 188.2 100.0 135.8 97.3 71.1 100.0 188.2 100.0 135.8 100.0 97.3 100.0 67.8 100.0 188.2 100.0 135.8 37" 53 -1 /8" 19 -1/8" 26-1/2" 37" 53 -1/8" 74 -1/4" 100.0 1 67.8 100.0 188.2 100.0 135.8 100.0 97.3 100.0 67.8 • 100.0 L 97.3 .! 471NG DETAIL w w1•Y7H Ar . ' 71'+ DIME' _.DNS CAN .._ OR!ENT =2 CLEAR ADHESIVE BEDDING COMPOUND 1/4" TEMP. GLASS GLAZING CHANNEL ADHERED TO FRAME WITH CLEAR ADHESIVE BEDDING COMPOUND Engr. DR. HUMAYOLJN FAR000 STRUCTURES FlA PE # 16557 SURFACE APPLIED MUNTINS - CPTU.:NAL 85' WINDOW WIDTH 82 1/8" O.L OPG. L r L f I 4 1 /4' -TEN11 GLASS 7 12 MAX. TIT. I TYPICAL ELEVATION TESTED UNIT -r WINDOWS TO BE PROTEC a) WITH DADE COUNTY APPROVED IIdPACT RESISTANT SHUTTERS r L NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING UK STUC:C:U. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DA Av, 913 BY t PRODUCT CC: ?TSOL DIV:SION BUILDING C0 COMPLIANCE OFFICE ACCEPTANC: 20 f `- 0520' V P c � cn m 0, i 0 0 s 0 0 0 0 v drawing no. W99 -40 • _ L 7 • ELEVS. FMR SPACING CL O ffi 1BY OR 25Y WOOD BUCK d sI Ij I 1:1 ;jl � ; I X V ▪ N • 7 7 . .. _ ^ " • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3/16" m TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 29Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD TriRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: FRAME CORNERS, PERIMETER OF GLAZING BEAD AND INSTALLATION SCREWS SEALED WITH ALUMINUM COLORED SEALANT. • IiviPOSED BY GLAZING SYSTEM AND TRANS = =- THEM I TO THE BUILDING STRUCTURE. J 1 BY OR 2 BY WOOD BUCK TYPICAL ANCHORS,_ SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING # 10 S.M.S. 12" C.C. 1 II _ SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE r 1BY OR 2BY WOOD BUCK FRAME OORNER Engr. OR. HUUAYOUN FARCjOO STRUCTURES FLA. PE # 16557 D.L OPG. EXTERIOR WINDOW WIDTH .905 1/4' SHIM MAX. L IE WINDOW FRAME 6063 -T5 —1500r- .5p0 II .062 --I (— GLAZING BEAD 6063 -T5 TYPICAL ANCHORS SEE ELEVS. FOR SPACING '4 .4 .937 z a O U APPROVED AS COMPLYING W THE SOUTH FLORIDA BU 1NG CODE DA w. - 1944- BY - � P PRODUCT CONTROL DIVZ ON - BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N8t z co U � rn Z W ` O o tO ►..1 U CV ... OZ O, a 0 0 z 0 w z_ 0 0 0 CD N EE O 4 U ` I 0 �0 CA CA I 0 0 v 1�I 0 O 0 drawing n0. W99-40 . sneet 2 of 2 63/09/02 14:26:12 341.40.1986 -FE2 -> 01 -02 03:59am t NIIAMIVACE APPROVED: 12 /27/2001 - From -PGT INDUSTRIES 1, 304100 lrpc20 51 0011cemplateglnonce acceptance cover page.dcc Internet mail address: pos tmaster®buildingeodeonHoe.com 2854388677 9414801900 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Tcchnolug■' Drive Nokomis ,FL 34275 Page 867 T -913 P.01 F -792 MM 1I -DADE COUNTY FLORIDA METRO - DADE FLAGLER BUILDING 1301 LDINC CODE CONIrL1 % CE OFFICE METRO -D DE FLAGLER BUILDING 1 -1(1 WEST FLAGLER STREET. sum 1603 MIAMI. FLORIDA 33130 -1563 (305) 373 -2901 PAN (305) 373 -29(01 CONTRACTOR IJCENSING SECTION (303) 315.2 FAX (30:) 375-2558 CON't'It. %C('Att ENFORCEMENT DIVISION (305) 375 -2966 FAX (3051 375 -29011 PROOCCl' CONTROL DIVISION (305) 375 -2902 FAX (3031372 -4339 Your application for Notice of Acceptance ((NOA} of Aluminum Casement Window impact under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely .described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (I3CCO) under the conditions specified herein. - This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or mater:ial at any time from a jobsite or manufacturer's plant for quality control testing, !f 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 meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1108.07 EXPIRES: 01/28/2007 Raul Rodriguez Chief Produes Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approvai has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. . Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Oflico Iliamepage: ht tp: / /www.buildiagcodeonlinc.com 03/9f/132 14:271.5 4e- -11 -02 03:59ari PGT Industries. 341.4110.1900 -PP2 -> 3054300077 Frco -PGT INDUSTRIES 9414801900 Page 083 T -913 P.02 F -792 ACCEPTANCE No.: 01- 1108.07 APPROVED: December 27, 2001 EXPIRES: January 28, -2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 00- 0804.03, which was issued on December 7, 2000. It revises and renews the approval of an aluminum casement window, 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "C -700" Outawing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/98 and revised on 11/6/01,. signed and sealed by Robert L. Clark, F.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. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product 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 (SFBC) in order to properly evaluate the installation of this system. 2 Raul Rodriguez, Chief Product Control Division 33/05/32 14;29:21 11 -02 04:OOam From—PGT INDUSTRIES PGT Industries. 941.493.1968 -F02 -> 2054339877 3 Page 084 941480/900 T -913 P.03 /08 F -702 ACCEPTANCE No.: 01- 1108.07 APPROVED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE OF' ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miarni -Dade County Product Control Approved ", or specifically stated in the specific conditions of this Acceptance. 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 sa.*ne product (identical) as the one originally approved; c) lithe 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) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance nurnber preceded by the words Miarni -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 Raul Rodriguez, Chie Product Control Division GLASS OPTION 8 DESIGN PRESSURE RATING (P.S.F.) ' WINDOW WIDTH TZKiI,"i1ft'Id9 1/11PREMMIll irafiWgiliWZOMZMI 56.000 .-!!I NE POS. r r r r e -75.0 7 .0 -75.0 ' 75.0 66.000 IMMINKUM - 5.0 .0 -74.2 34.2` r v 11111a 7i r r iC #t 3' 011111 : S N, • WN AR f• - 7 P.S.F. S" MAX. 62.50 4" act NOM 4) I1" MAX- - ON CENTER 'A3 . 11.1 I 36.125 74" MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS 4" (SEE NOTE 4), • 36.125 5" MAX: 2.) CONFIGURATIONS: XX .1) DESIGN PRESSURE RATING: 5" MAX. A. FOR CLASS OPTION (HEAT STRENGIHED) ALL SIZES ARE +,/. 75 P.S.F. 9. FOR CLASS OPTION B (ANNEALED) SEE TABLE --P o 4.) ANCHORS: � MAX. 5" FROM EACH CORNER — 110 SCREWS - 2 ANCHORS 4" APART, 4" FROM E CJI MEETING PAIL. .. 3/16" TAPCONS - 1 ANCHOR. 4" FROM EACH 'MEL77$9 RAIL m MAX.. SPACING AT ICAO de SILL: 11" MAX. SPACING AT JAM85: 11 • 5.). SHUTTER REOUTREMENT.• NO SHUTTERS REQUIRED . 6.) REFERENCE TEST REPORT: FTL -2246 11" 6L4+f. ON CENTER Roberi L. Park. P.E. PE 11;9712 SlrunlITaI LARGE A ISSILE IMPACT WINDOWS 1.) 6LAZUrC OPTIONS- 5/16" (.350)' LAWNATEO GLASS W/ MONSANTO SAFLEX OR DUPONT PVS f/SLJ ACITE TNT LAYER. 4, T /8" HEAT STRENGTHENED CLASS, .090 IHTERLAYER I /8" HEAT STFENRTHENED CIAS! T 8. 1/8" ANNEALED CLASS, .090 INTERLAYER,' i /8' ANNEALI: GLASS a v - 1010 reciaQLQGY wave 610x0e09, 2 34273 P.O. 90X 1328 • NORDIOS, FL 34274 11/6/01 7 / %1 M3/98 ADD gliT & TABLES • TB &u DOR. ELEVATION "XX" CONFIG.. N'PRO■FO IW coolY06 N101 • O O O a 9 CONTROL omaloN I GLOOM QOL cONPLNNGEcF `D ACCCPTMIQ N0.01 . ro 03 rm.. ALUMINUM CASEMENT IMPACT .WINDOW T sufn/rmea, Scab/mat avrtp Ma Rr cD C -loo NTS 1 ar 5 339 I i CLASS OPTION a DESIGN PRESSURE RATING (P.S.F.) WINDOW WIDTH fORDWIT taw G 70 NEG � P . PO S NEG. PO S. 28.090 –75.0 75.0 . –75.0 75.0 –75.0 75.0 –74.S - 74.5 - - '7 5 –75.0 AD –72.5 72.5 32.0b0 ALL SMALLER SIZES NOT 0$W APE +7 P.S.% 7YP. 8 — wai l 72" MAX. A 29.723 T2" MAX. SEE SHEET 4 OF 5.FOR SECTIONS & GIAZINO. OPTION DETAILS 1 11" MAX. ON CENTER 5" MAX. 1 Rcb ri L Clark PE YE 139712 s1 WaI • •IN LARGE MISSILEIMPACT WINDOWS 1.) GLAZING OPT4OH5: 5/�16' (.:.50)) WOWED !.LAS$ W/ MONSANTO SAFLEX OR DUPONT PM W/BOTA07E 1NIER1AYER. A. 1/8' arms STRP7a4,1HEN1:0 GLASS, .090 INTERLAYER, 1/$ MEAT STRENGTHENED CLASS B. I/8" ANNEALED &4$5. IML7i:.AYr4 1/8" ANNEALED CLASS 2.) CONFIGURATIONS: X J.) OESICN P1 5SURE RATING: A FOR MASS OPTION A (NEAT 51RENGTHED) All SIZES ARE t/ 75 P.S.F. a FOR CLASS OF7XNa d (ANNEALED) SEE TAOLE. 4.) AF)GIORs . . • MAY. 5" FROM EACH CORNER MAX. SNOW AT HE10 d 9L4: 11' MAX. SPACING AT JAMBS: 11" 5.) SHUTTER REOUIRENENT: HO SHUTTERS REGWRE0 6.) REFERENCE war PERORT: 17L•4246 1070 1117191 .0CY. 0.710 ROOMS. FL 24276 .80X 1620 MOKORS. FL .14274 lama 1p: – 0t ar R.vkal:. F.R. 1 1 6/01 ADO S & TABLES ervd By. ' iS+ - ' - F . K . 7 3 X 0.8 2/ 13/98 ■ N U APIRTI1DAO caravan %mint VIIMRGWOAO{atCONO ewe 260 1 8 l9LINGCOCItt w OFPea Accsimmiccao 41 • tla 07 ° " • E 'X" CONFIG. ALUMINUM CASEMENT IMPACT WINDOW . 444:444244 so*: sA..c W . �A., C -700 • NTS 2 0 5 _17 339 I` M PGT ® i .FNS,p 7o m b � 1 E • 4 DESCRIPTION QTY. 60228 j� r SILL JAMB dial LOCATION VENDOR VENDOR f DNQAE ..A -44431 6• •9 F RA E M G - L• fir QI l a : : t t 7 ; r y 4 7 E M l ► n I i 3 .•L • !?Lll 781 i► 8x I SCREW ... ND. r r. 7 R M fir 4__I ► n crrz 1r :•L,7[. arch ET U .• GAH -44207 , 4.. -if .0 1NOO ' - -- 1 ,, X • F .V_ 200xj ` - - 1511x 190 P 49004_ 208000 30 r PI 5o0. 0 - �_ I. 6 .b 899 , ,, - I PGL_ •• CORP. _ R 3 CORP. EZA tr U • ' ,:€ r 1i.,�111:7�. I1 t1:iriiMI [.'Tu7:I�i_ LII.ui,:.,'11312TH -4. C T �. __ AU rox co: NO ' /Z 101101 . 200K :,tr� I. • ' 1 • r ' X .150 OW P©i c , , • 1)� rrdT TIMM tr 1 s)7r *1 a; l;I it /Ail a i nlMI !,1: N. a• . f falfLL7�le� u:l, pa..,/ +1 u' 1�P,ritzl. x.� � - = (J *r 11� L7L SASN' OC »•' 1�3©l'C' r, [��' L�G'11CZ.'c� f' PZfll a ... [s .�.•' 021E j!1131 EX81 AINIII 1i4T. AI. F�lifill 10516P 1 w •�' 11 AU Fo M w�. • . .. .... HMI MINfl.ee .t111q! _,_ trt_- ,� -?4 6i. 6: - =MI INC : •r ? - G1lCl' 2-99C .qo'7 N M55ir •f -- 61CM - ►i :fNE.W SA45504 2 61P248 : s . 'ERSfRIP Ol ThAM' PLA5'T — 1P- • REFERENCE TEST REPORT: FTL -2246 r r • TYPICAL SASH COMIE2 Robert L aa11r.P.E. PE 139712 . Str0dut al Mit QTY'S IN BRACKETS ARE FOR X CONFIGURATION 1070 1E214001.0CY DRAAE N01f012.5, R 34275 P.O. LW 1520 NONO142 t•Y 34274 Worn R•8• 7 is a / O 1 30/01 213/98 ducapthew PARTS LIST Siff NO. • 4 PGT P /Ns AIi ArlitTI ROOM INE0116COW IMMO COM GOVAIb:c: Or'G3 AOCE1rA1ca •1 a Ol oo 0 0 up 0 0 W ALUMINUM • CASEMENT IMPACT T .s.1. SNIT: sue, U..6 Ns. - Rev. co C• 700. I NTS 3 5 339 1 LIBEIDSOE 63" MAX. ff 1.575 • tratarma Tar RD', ra.--224o I — 2.000 r, r" t .... - -- ..- 1 . IIIIII 1111 AMMAr .250 — MAX. SHIM SPACE SECTION A 4. . .250 MAX SRN' SPACE 1.924 56 1/2' LW( DAYLIGHT •OPMBNC. MASS — IA" HEAT SOUNCTHLWO CLASS IECTION 11-8 1/2" uass BITE MASS 118 ANNFALE0 CLASS .090 ovrintAw: (SE Rom) HFAT ST10167747C0 MASS NOT INTERtAYER s .090 masono SAFLEX oR, OUPOW pourAcirE GLAZING OPTIONS 5/16" (.350) LAMINATED G1AS$ Id Fit r • awn or • D.R. MJ/98 Ontse 17.•isbac 1 6 01 CLAZINC DET. 7 .10/01 Wi MAX. DM. wow.: SECTIONS & GLAZING DETAILS trz' Gass our 090 itarstArm (SEE AIOTE) rA• ANNEAtit, MASS *num Guazitia co4 ccapumez wig NztrrAtcsol N.4 ca a APPiOVEil AS CalltRYitta 4 41ITHIV SOUllikORCX Ma CODE —4 " 4 1 4r 00 -11 TRW ALUMINUM CASEMENT IMPACT. WINDOW s.4.04.dd, sce. porn !amain Nix • C-700 NTS1 4 a 5 I .339 NOTE: 1.• REFERENCE TEST REPORT FTL - & COMP. ANALYSIS SHEETS' FOR ANCHOR SPACING & STARTING POINTS. 2.. USE MIAMI —DADE COUNTY APPROVED TAPCONS. • TYP. HEAD, SILL JAMB TYP: HEAD. SILL JAMO • • if bin Ruben I BE i3471t. Suuuo(at .657 1 2.000 C) tkurd fRAut • 6065 -T5 ALUM. ,a7D lECHNOLOGY DOW MMUS, R J4275 1.260 0 FRAME Aternmo Rm. 6063 -75 ALUM. . lic+a 1 7 0/01 213198 wiz RMV 7. AAUP. EXTR, 0.8. man: 1.575 L (•- .1.8.37 —•• O 54511 RAN& IMPACT 6063 -f5 ALM C_9 wow, 8CA6, 5/16 6063 -75 ALUM. • .401 IIPPRDVED AS CwPtru w wtx n Muni KOWASUWON CODE giAlk r4 Oonatta ,o WmPiA11cE ND, a1' 119 . AL to A • 4-. A CA co G t1 Cli CO .., — ,..i O 0 CO CO ANCHORAGE & EXTRUSION PROFILES ALUMINUM' CASEMENT IMPACT WINDOW P.D. @p ( 1529 SInh+/Mal+e .1"11' S M Drov .1: l+p !b. As N " 4 R 34274 C -700 NTS L 5 w 5 . 339 0 C_, L� . ti t3a Co w PAY TO THE IBRAHIM ARMENTEROS ORDER OF MEMO NOM & ASSCUATES, INC. 16200 N.W. 59TH AVE. MIAMI LAKES, FL 33014 Two Thousand Three Hundred and 00/ 100******************************************* ** **** **** * * ** ** * * * * * * * ** * ** *** IBRAHIM ARMENTEROS 11651 SW 9TH COURT PEMBROKE PINES, FL 33025 03/03/2002 - 03/09/2002 Pay Period li'0068 2611' ':066000604': 0606007 i 234.3911' NDM & ASSOCIATES, INC. IBRAHIM ARMENTEROS 11651 SW 9TH COURT PEMBROKE PINES, FL 33025 342 -60 -6367 NDM & ASSOCIATES. INC. 16200 N.W. 59 Avenue Suite # 105 Miami Lakes, Florida 33014 Tel. (305) 430 -8007 / Fax (305) 430 -8077 NDM & ASSOCIATES, INC. 16200 N.W. 59 Avenue Suite # 105 Miami Lakes, Florida 33014 Tel. (305) 430 -8007 / Fax (305) 430 -8077 Officer Salary Federal Withholding Social Security Employee Medicare Employee 03/03/2002 - 03/09/2002 Pay Period NDM & ASSOCIATES, INC. IBRAHIM ARMENTEROS 11651 SW 9TH COURT Officer Salary PEMBROKE PINES, FL 33025 Federal Withholding Social Security Employee 342 -60 -6367 Medicare Employee 03/03/2002 - 03/09/2002 Pay Period SUNTRUST SUNTRUST BANK, N.A. MIAMI LAKES OFFICE 606 HIALEAH, FLORIDA 33014 3/15/2002 3,348.13 - 792.00 - 207.59 -48.54 2,300.00 3/15/2002 3,348.13 - 792.00 - 207.59 -48.54 2,300.00 23_ s 3/15/2002 * *2,300.00 6826 DOLLARS Y€826 8,047.86 - 1,449.00 - 498.97 - 116.69 Y'6826 8,047.86 - 1,449.00 - 498.97 - 116.69 RAY TO THE BRAHIM ARMENTEROS ORDER OF MEMO Two Thousand Three Hundred and 00/ 100**************'***************************** * * * # * * * * * * * *''* ** *** *** ** ** 03/03/2002 - 03/09/2002 Pay Period 342 -60 -6367 NDM & ASSOCI TES, INC. 16200 N.W. 59TH AVE. MIAMI LAKES, FL 33014 BRAHIM ARMENTEROS 11651 SW 9TH COURT PEMBROKE PINES, FL 33025 SUNTRUST SUNTRUST BANK, MIAMI, N.A. MIAMI LAKES OFFICE 606 HIALEAH, FLORIDA 33014 v0068 2 1:066000604' 060600? 1 2343911' NDM & ASSOCIATES, INC. BRAHIM ARMENTEROS 11651 SW 9TH COURT PEMBROKE PINES, FL 33025 NDM & ASSOCIATES, INC. 16200 N.W. 59 Avenue Suite # 105 Miami Lakes, Florida 33014 Tel. (305) 430 -8007 / Fax (305) 430 -8077 Officer Salary Federal Withholding Social Security Employee Medicare Employee 03/03/2002 - 03/09/2002 Pay Period 2,300.00 636 00606 3/15/2002 * 6826 DOLLARS 3/15/2002 y'88 2 6 3,348.13 8,047.86 - 792.00 - 1,449.00 - 207.59 - 498.97 -48.54 - 116.69 IBRAHIM ARMENTEROS M SS®CIATES, INC. 3/15/2002 Y'e,8 26 11651 SW 9TH COURT Officer Salary 3,348.13 8,047.86 PEMBROKE PINES, FL 33025 Federal Withholding - 792.00 - 1,449.00 Social Security Employee - 207.59 - 498.97 342 -60 -6367 Medicare Employee -48.54 - 116.69 NDM & ASSOCIATES, INC. 16200 N.W. 59 Avenue Suite # 105 Miami Lakes, Florida 33014 Tel. (305) 430 -8007 / Fax (305) 430 -8077 03/03/2002 - 03/09/2002 Pay Period 2,300.00 PAY TO THEFREDDY'S LAWN SERVICE ORDER OF Eighty -Five and 00/ 100 ****** *sse *ea *as *as *s *ass *ssas*ss*sessss sea* ***** ss** **** *sasass *e *sas**** ********** * *** MEMO NDNIl & ASSOCIATES, INC, 16200 N.W. 59TH AVE. MIAMI LAKES, FL 33014 FREDDY'S LAWN SERVICE 713 SW 4TH STREET HALLANDALE, FL 33009 (954) 458 -4737 FREDDY'S L � A � SER OC ATES, INC. Maintenance - Checking- Suntrust Bk iNDM 8§ I pc \TES, ANC. FREDDY'S LAW Maintenance - Checking- Suntrust Bk 00068 2 i» 1:0660006041: 0606007 L 2'34 3911' SUNTRUST SUNTRUST BANK, MIAM , N.A. MIAMI LAKES OFFICE 608 HIALEAH, FLORIDA 33014 3/15/2002 3/15/2002 63 = "85.00 85.00 6821 85.06 8 2 85.00 DOLLARS 3/15/2002 8 53121 85.00 MEMO MDRil S AS3CCOATES, 9fMC, 16200 N.W. 59TH AVE. MIAMI LAKES, FL 33014 FREDDY'S LAWN SERVICE 713 SW 4TH STREET HALLANDALE, FL 33009 (954) 458-4737 - Checking- Suntrust Bk - Checking Suntrust Bk 00068 2 ill' 1:0660006041: 0606007 L 2343911' FREDDY S D s topOCIATES, INC. Maintenance FREDDY S LAWN IVOM MpCIATES, INC. Maintenance 6C?-, ' •?.',v.CNecksUniimited.com SW TRUST SUNTRUST BANK, MIAMI, N.A. MIAMI LAKES OFFICE 606 HIALEAH, FLORIDA 33074 PAY TO THEFREDDY'S LAWN SERVICE ORDER OF Eighty -Five and 00/ 100***************************************************** * ** * * ************ * *** ** * * * * * * ** * *** 3/15/2002 3/15/2002 - **85.00 6821 85.00 DOLLARS 85.06821 3/15/2002 85 E9621 85.00 PAY TO THE ORDER OF MEMO Vi AA ASSC "C":LA ' s, ;NC. 16200 N.W. 59TH AVE. MIAMI LAKES, FL 33014 00068 20" I:066000604i: 060600? L 2343911' & ASSOCIATES, INC. NDM & ASSOCIATES, INC. SU?iTRUST $ NTRUST BANK, MIAMI. M. a. MIAMI LAKES OFFICE 606 HIALEAH, FLORIDA 33014 6 = ° 6C6 660 6820 DOLLARS 6820 6820 PAY TO THE ORDER OF MEMO MDNI ASSOCIATES, ltINIC. 162C0 N.W. 59TH AVE. MIAMI LAKES, FL 33014 00068 2011' I:066000604i: 0606007 L 2343911' M®M & ASSOCIATES, INC. NDM & ASSOCIATES, INC. SUNTRUIST SUNTRUST BANK, MIAMI, N.A. MIAMI LAKES OFFICE 606 HIALEAH, FLORIDA 33014 63633 6c6 660 6820 DOLLARS 6820 6820 MIAMI -DADE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 2901 (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant (5/16" Laminated) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated .belo.w.. BCCO reserves the right to secure this product or material at anytime from a jobsite 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 0204.03 Expires:05/20/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05 /20/1999 Internet mail address: postmaster Qbuildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office tea MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Homepage: http : / /www.buildingcodeonline.com t PGT Industries ACCEPTANCE No.: 99- 0204.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDIT][ONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its components shall be constructed in strict compliance with .the following documents:. Drawing No 4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1. through 3 of 3 dated 2/16/98, revised on 1/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit 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 (SFBC) in order to properly evaluate the installation of this system. 2 of 3 MAY 2 0 9999 MAY 2 0 2002 installed in strict compliance will not require a hurricane Manuel P - rez, P.E. Product Cont Product . of Division xaminer PGT Industries ACCEPTANCE No.: 99- 0204.03 APPROVED MAY 2 n 19§§ EXPIRES MAY 2 0 2002 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 documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 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) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any ether purpose. 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 .age 3. Manuel erez, P.E. Product Contr Product - ontrol Division END OF THIS ACCEPTANCE 3 of.3 aminer 63.000 6 3/4' LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 5/16(350) LAMIAM ED W /INTERLAYER (1/8 ANN /090 FILM/ 1/8' ANNEALED) 2.) CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: +75 P.S.F.. -75 P.S.F. 4.) ANCHORS: MAX. 6 3/4' FROM EACH CORNER (HEAD & SILL) • MAX. 6 /8' FROM EACH CORNER (JAMBS) 2 ANCHORS 4' APART. 4' FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 15.000 MAX. SPACING AT JAMBS: 12.500 5.) SHUTTER REQUIREMENT.• NO SHUIIENS REQUIRED 6) REFERENCE TEST REPORT: F7L -1969 r., MAX. ON CENTER TYP HEAD & SILL 4.000 MEE71 74.000 RA2 4.000 ELEVATION ITEM DESCRIPTION 1 FLANGE FRAME JAMB Alum. 6063 —T5) 2 FIXED MEETING RAIL Alum. 6063 —TS 3 SASH MEETING RAIL Alum. 6063 —T5 4 SASH SIDE RAIL (Alum. 6063 —T5) 5 GLAZING BEADJAIum. 6063 —T5) 6 WINDLOAD ADAPTER Alum. 6063 —T5) 7 FLANGE FRAME HEAD Alum. 6063 —T5) 8 FLANGE FRAME SILL Alurn. 6063 —T5) 9 FRAME SILL ADAPTER (Alum. 6063 —T5T 10 SASH TOP /BOT. RAIL (Alum. 6063 —T5 11 SCREEN RETAINER (Alum. 6063 —T5) 12 5/16" (350) W /MONSANTO INTERLAYER 13 5/16" 350)) W /DUPONT 1NTERLAYER 14 ANTI —LIFT CHANNEL (Alum. 6063 —T5) 15 110 x 1.000 Ph. Fl. SMS 16 /6 x 1.000 PH. PAN SMS 17 WEATHERSTRIP, THIN WALL BULB VINYL 18 18 x .500 PHIL. Fl SMS 19 18 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH 21 22 23 24 BRASS WHEELS 25 WEATHERSTRIP — PILE FINSEAL 26 SILICON 27 WEATHERSTRIP, BULB VINYI 6 3/8" WEEP HOUSING WEEP FLAP ROLLER HOUSING 12 1/2" MAX. ON CENTER TYP. JAMBS V.T. / 612225 612228 612229 612230 QTY. /LOCATION 2 1 1 1 6534571 1 (® midspan of frame sill) 1 612236 612237 612238 612239 612240 6532377 612244 Dram Ly. D.B. Revised By: D.B. Vendor No.: 1 2 710X1 76X1PPA 6TP247 7856A 781PQA 71096 8 1 1 2 2 1 (@ midspon of vent) 4 Windload Adopter screws) 2 for anti —lift channel 8 1 per Glazing Bead 2 Sweep Latch screws 4 (when using 2 Sweep Latches) 22 (Frame/Vent ossy. screws) 1 11.5" from ends—vent mtg. roil) 2 if height is >= 422 3 1 ®midspan/2 1/4 from ends) t 3 1 midspon /2 1/4" from ends) 70250 70251 7BRWHL2. 61062W 62899 6TP249 Revisions: Material 2 @ ea. end of vent top rail) 4 2 per Roller Housing) 2 @vent top /bot rails & mtg. roil) 1 (@ vent jamb rail) Dale: 2,/16/98 D /29/99 Scala: N.T.S. Md1. P.O. BOX 1529 NOKOMIS, FL. 34274 ALUMAX ALUMAX ALUMAX ALUMAX VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX H.P.G. H.P.G. ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL— TECH /P.G.T. SCHLEGEL CORP. DOW CORNING TEAM PLASTICS sue.: B VENDOR / AF -12225 AF- 1222& AF -12229 AF -12230 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214.XX 7 —M10 -250 7 —M10 -251 70312 F57826 -187 899 TP -249 APPROVED 1s cOMPNG WT11I THE SOUTN FLOIDA BUIEDT CODE OAT - • Rr PR000C CO* OE DINS BUIIOiNG 000E COMA:I:SCE OFFICE ACCEPTANCE N0. ,y D eu•03 I progressi�GLASStechnology 11.1.0.• Ia4 y fdra tow ...ow Classification: Vg Y' 1 dem SECT. I sN 1 or 3 Description: IMPACT HORIZONTAL SLIDING W /NDOW..(XO) Drawing No., 4112 Rev_ A AF- 534571 '- 63.000 EXTERIOR ROUGH OPENING r— 2.710 ROUGH OPENING 2.710 I .500 VERTICAL SECTION 2.094 .500 INTERIOR ROUGH OPENING 2.784 z 9, r .500 1 YP. 1 1/8 Ann. .090 Interloyer 1/8 Ann. HORIZONTAL SEC TION GLAZING OPTION: 5/16" (.350) W /LAMINATED INTERLAYER Revisions: Material. "Drown as D.B. Ro,;aeo Br• D.B. Vendor N0.: Date: 216/96 1%29/99 Seale: 2X INTERIOR EXTERIOR ROUGH OPENING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 8T / /ii��lf; f PROOU• :TlTROI OIV:S OS 8U!LOl1 CODE COMPL:ANC( r ''CE tCCEPTANCE No. 54_- .03.0.1. 3 progressive LASStechnology s..rr�roryyrr.� , wrr. rs.eweo.r r.r Classification: Selina /NoEe1• tt erre 710 SECT. 9enr 2 a 3 Description: SECT. VIEWS - IMPACT HOR. SLIDER. (XO) Add,.": P.O. BOX 1529 i` Vowing No= NOKOMIS, FL. 34274 I B I 41 12 Rev: A TYP. HEAQ TYP. SILL 1 x WOOD BUCK .250 MAX. 1 /4 TAPCON PER ANCHOR CALCULATIONS 1/4' TAPCON PER ANCHOR CALCULATIONS .250 MAX. 2 x WOOD BUCK 1.250 TYP. HFAO Iffi ID EI4 • 1.250 ` -I . 1.250 .TYP. SILL r .250 1 MAX. - r 112 PANHEAD PER ANCHOR CALCULATIONS /12 PANHZ40 PER ANCHOR CALCULATIONS .250 MAX. 2 x WOOD BUCK Z7 77 Revisions Mate rior Omen Br D.B. Revised 8r: 0.8. Vendor No.: 2/16./98 1/29/99 Sc N: N.T.S. TTT =T T lT•,T, n TT_ 'Po9 / 55 9Y en* of Oak r resslve technolo Classification: P,o4 fategory. S.,4 Yoder tte+n 710 1 ANCH. S ' 1Q ` 3 or 3 oescrlpNon: TYPICAL HORIZONTAL ROLLER ANCHORAGE (1 /4 " TAPCON /OR #12 PANHEAD). Addn,se, P.O. BOX 1529 NOKOMIS, FL. 34274 BI 4112 I A TYP. JAMQ TYP. JAMQ • 2 x WOOD BUCK 1 x WOOD BUCK 1.25 � A Pp10YE0 AS 7 ' 'TB THE 60U1H TE02.0.; 'T Cr�E [IFi � ar _ . 8; y CC•Bi COMPE,%J10E 0ff10E p!:C;rl,.i:CE NO.1 -o o..&.n3 /12 PANHEAD PER ANCHOR CALCULATIONS 1/4' TAPCON PER ANCHOR CALCULATIONS M I A M IDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah ,FL 33014 Your application for Notice of Acceptance (NOA) of: "Maximum Impact" 24 ga. ( 0.029" min. w/o galvanic coating) Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite 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 meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0205.01 EXPIRES: 03/22/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 03/22/2001 \ \s045000I \pc2000 \ \cemplaces \notice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -25 FAX (305) 375 -2558 CONTRACTOR ENFORCENIE,NT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com 4 MetalTech, Inc. ACCEPTANCE No.: 01- 0205.01 APPROVED 03/22/2001 EXPIRES 03/22/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Rar ms Engineering, Inc., dated January 10, 1998, last revised on January 17, 2001, sheets 1 through 7 of 7, signed and sealed by Robert S. Monsour, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 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 (SFBC) in order to properly evaluate the installation of this system. lif/(4 Helmy akar, P.E. - Product Control Examiner Product Control Division MetalTech, Inc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 ACCEPTANCE No.: 01- 0205.01 APPROVED 03/22/2001 EXPIRES 03/22/2006 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 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. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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. Helmy A.4vlakar, P.E. - Product Control Examiner Product Control Division '0 C1 m 090, FLAT BAR 2 3/8' P2 2' VARIOUS DEGREE CORNER PAN .050 uw. CORNER PAN .050 MI O N, 3' 7/8' 1 3/32' 3 7/32' 0 C 3 1/32' 2 1 /4 '. 1 10 H28 2.' 7/16t —r 1 N 125 1 29/32' T 1 ® MOUNTING HOLES 12 1/2" 0.C. m N VARIOUS TYPES OF F —TRACK NOT SHOWN CROSS SECTIONS N N .090 1 1/2' — LI 2 3/8' 1 1/2' 1 RETURN 14 3 7/32' 1 3/32' 7/8' H1 2' .060 MIN. 7/8'1 3/32' 3 7/32' 1 3/32' co N N VARIES 5 MAXIMUM SPECIAL NET PANEL SECTION TYPICAL 0; 1 VAP/ES BLOCKING / ' 5 VARIES 3' MAx. (0 .060 MIN. 5 13/16' .090 N h 2' 0 L3H N 1/8" MIN. 2 1/4 l L3H 1/8" MIN 2 8 ri LIH .. 1/8" MIN. 1 1/2' ALL STUDS 3/8" (T 2. ) STUD MAY BE INTALLEO FA APPLICATIONS ANGLES STUDDED IN IN REVERSE DIRECTION 1 I INCLUO£5 STUOO£0 71 SHORTER LEG ONLY 1 L iH 1/4_20 X .3/4 1 /8' 16 -8 STAINLESS STEEL 1 1 KNURLED STUDS 12 1/2. - O.C. REFER (0 APPL 1v1 i10N5 ON $HEE TS 2 k J ANCHOR MOUNTING HOLE'S LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG. 8 10 0AND 19 STUDDED ANGLE DETAIL 1/8" X 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE c AA IES WI i H: S. F. D C. 1994 ED /T/ON FOR D%DE COUNTY. SOUTH FLORIDA BUILDING CODE 231. FATIGUE LOAD TEST /NG AND 2315 IMPACT TESTS DE WIND LOADS PER CHAPTER MUST BE PERFORMED PER .ASCE 7 —S8 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENEF?.'L NOTES: 2.3 OF S. F, B.C. PRESSURE PEOUIREMENT CALCULATIONS ALL ALUMINUM EYTPU.S/ONS TO SE ALLOY 5063 —T5 OR EQUAL STORM PANELS SHALL BE: 24 GAUGE STEEL, ASTM .4553 SO GRADE E MIN. WITH .0.3 MINIMUM THICKNESS HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MA BE INSTALLED VERTICALLY OR HOR IZONTALLY. 1N ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION 90 K.S. /. M /NIMUAI VALUE ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OP MASONRY SHALL CONSIST OF THE FOLLOWING OR EOUAL 14//7/4 MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" D /A. RAWL LOK /BOLT ANCHOR. ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1 190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE N!!J. TENSILE 1200 — M /1' SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 PAWL CALK —/N ANCHOR. ( MACHINE SCREW ANCHOR ) WITH 1/4 -20 BOLTS MIN. TENS /LE 1870 — MIN. SHEAR 17,30 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENS/LE 880 — /vf1N. SHEAR 13 — 7/8 MIN. £M. BED. IN M.450NRY 1/ 4 " DERMA —SEAL TAPPER BY PAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENS/LE 1520 — MIN SHEAR 1950 — 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 — M, /N. SHEAR. 1270 — 1 1/4" MIN. EMBED. IN MASONRY 1/4 ZAMAC NAIL /N BY PAWL ( ZAMAC HAMMER DRIVES ) MIN. TENS/LE 980 — MIN. SHEAR 1400 — 1 3/8" MIN. EMBED. IN CONCRETE MIN. TENS /LE 730 — MIN. SHEAR 1320 — 1 1/ MIN. EMBED. IN MASONRY" ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER . WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/ EL CO PANEL MATES WITH 1 7/5" MIN. THREAD PENETRATION OR 1/4" MASONARY SCREWS WITH 1 7/8" MIN. TREAD PENETRATION. DEFER TO SHEETS 5.6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING M.ETALTECH, /NC. H/ALEAH, FL " " DADE COUNTY PRODUCT CONTROL APPROVED " WARN /NC TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING " STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED " PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR SOLTS, THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL T1ME. 13' 3 /4'DIA. I 1 11 ;i THICK KEY HOLE WASHER ROBERT S. MO SOUR, PE EB- 0006024 mit ENGINEE2ING, INC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE Z2- 2.00 BY i�✓ iAV PRODUCTCy TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. . - Q2_0 -O/ 24 ga' J W z a cc cc 0 V / a 7 r• 7 7 n:3/20/9:i 06/12/90 08/14/98 12/15/00 01/17/01 n ,. s 1 S P S r sP sP SEP /JP& O1 /11 0i ^3.5 SHOWN 0800 1 7 �<, . E. DETAIL 1 NOTE* SEE ANCHOR SCHEDULE CONNECTION TYPE "D" roLL4LL44U 4 E.D. I d • .NOTE:* OBSTRUCTION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" 500 DETAIL 5 .500 DETAIL 9 4 FLOOR PLUG AND M ACHINE SCREW ANCHOR 12 0.C. HEADER or SILL A 0 FULL STORM PANEL (TYP.) B SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED TO WITH A MAXIMUM ADD -ON OF 3" FASTENED TO PANEL BY THE USE OF //64 POP RIVETS 3/16" TUBULAR RIVETS OR 70 -24 THRU BOLTS 76" 0.C. CORNER PAN R 17 ANGLE MAY VARY NOTE :£0 R 19 FLANGE MAY BE REVERSED N_- 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" OR OTHER HEADER or SILL REFER. TO THAT APPLICATION PROPER CONNECTION TYPE RETURN PAN VARIOUS SIZES ---- HEADER Or SILL DETAIL 2 FOR CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RIVETS OR /8 TECK SCREWS 12 0. C. RETURN PAN, ANGLE. TUBE OR WOOD MIDST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF ENDS J� 1/8 X 1 1/2 FLAT 84P. ^ SILL �') STUDOED KITH WINGNUTS 1 PLAN VIEWS DETAIL 12 A. 8, C & D SEE ANCHOP SCHEDULE CONNECTION TYPE "C" E. D. NOTE: * 7 5/8" Max. 715 PSF MAXIMUM SLOTTED MOUNTING HOLE MAY BE USED IN CENTER WEB OP PANEL. TYP. FOR ALL SPECIAL PAN APPLICATIONS. MAXIMUM PANEL HEIGHT 96".. - DETAIL 10 1" MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 NOTE* 1/ -20 BOLr — r'w1TH LOCXNUT FROM BOrnOLI ONE EACH SIDE ' •EO HEADER ON TOP SILL ON 80170 INSIDE CLOSER PAN ASSEMBL Y FLOOR PLUG AND M4CHINE SCREW ANCHOR 11 0.C. !/4 -20 r 3/ KNURLED STUDS WITH WASHERED VANGNUTS (TYP.) OR 1/4 -20 RIVETNUT WITH 1/4 -10 FLOOR PLUG (TYP.) sz .1 CLOSER PAN HANDLE HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" HEADER or SILL P. MAY BE INSTALLED IN REVERSE DIRECTION CONTINUOUS BLOCKING OR 19 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6 0.C. USED AS HEADER OR SILL HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION .45 IN DETAIL 6 CONTINUOUS BLOCKING R 1 9 3/16 ANGLE BOLTED TOGETHER. WITH 1/4 -20 THRU BOLT w/ LOCK NUT 6 O.C. USED AS HEADER OR SILL CONTINUOUS BLOCKING —0 OR O 3/16 ANGLE 1 / - 20 MASH /NE SCREW ANCHOR wITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" 0.C. EO 3" MIN. EDGE DISTANCE • PQURED CONCRETE ONLY OPTIONAL USE CF , r.°.. A•. FOR PURPOSE OF EXTENDING WILL E. D. ,amLLU,SL NOTE:* MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4 - AS VIEWED FROM FRONT VIEW c p s , PANEL NOTCHED AT 80770M TD PASS OVER STUD AND WINCNUT IN SILL (EACH SCE) HEADER or SILL - • EO,- EO 4 . 4 - • N01 c A - SEE ANCHOR. SCHEDULE CONNECTION TYPE "C" DETAIL 4 JE — CONTINUOUS WOOD BLOCKING. VARIOUS SIZES DETAIL 7 }, `. D. / I 44-I 1 `0 G MAXIA4UM NoTE: SEE ANCHOR SCHEDULE CONNECTION TYPE "A" ROBERT S. MONSOUR, PE EB- 0006024 RAMMS ENGINEERING, INC. 10) 66) - Q9) HEADER o- SILL " MIN OP OTHER HEADER Or SILL /1D REFER. TO THAT APPLICATION FOR, PROPER CONNECTION TYPE NOTE* ( -STORM PANEL WINDOW OR 0008 OREI.7N0 2 ;/ 4 - MAX. NOTE:* MAXIMUM IMPACT` STORM PANEL HORIZONTAL INSTALLATION ELEVATION E.D`, DETAIL 11 4, Et, D. MAY BE MOUNrEO VERr1CALLY OR HORIZONTALLY • rn VERTICAL INSTALLATION ELEVATION EO 50 SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE rL; f - 1 ;1E 0 CONNECTION TYPE "D" R 19 CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/ -20 THRU BOLT w/ LOCK NUT 12 O.C. R 19 CONTINUOUS BLOCKING 1/4 -20 x 3%4 KNURLED STUDS _ WITH WASHERED I'JNGNUTS 12 1/2" O.C. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE. 2-00 4 40 1. / PRODUCT TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q 1 - 0aQS•0j (TYP. ) R Cyt Lar)t•t S 03 /CEI/ 9 C16 /la S 08/14/98 01/17'o By sP SP ;r SF I / 4 - 20 FLOOR PLUG WITH M,V /- INE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY ° , CONNECTION TYPE "A ° E. D. REFER TO DEFECTION CHART GLASS EM TALItCH. orc STORM PANEL CONNECTION 1 YP ' '\"\\ 1/4 -20 FLOOD PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD — 1" MIN. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE TI-IRU WINDOW r — STORM PANEL DETAIL 19 HEADER or SILL NOTE: THE /JETAL STOR /d PANEL A /AY BE INSTALLED WITHOUT THE USE OF AN ExTRUDEO HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE 57RUCTURE WITH THE' USE OF ONE OR A COMBINATION OF DETAIL 73 NOTE* NOTE.`*' 3/8" THRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" 1 1/4" MAXIMUM W000 COUNTER 1 1 /4 " MAX. THICKNESS COUNTER MAY BE MADE OF OTHER, MATERIAL • E.D. C - HEADER or SILL DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0. C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C" NOTE* O 1O or 11 HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 1/4 -20 THRU BOLT w/ LOCK NUT 11" 0.C. CONTINUOUS BLOCKING 16 OR 19 1/4" ANGLE ED jA NOTE* 1/4" PANEL MATE SCREW 14'ITH ;4-20 STUD HEAD ° WITH WASNU HEADER HERED OR WING SIL L T WOOD. CONCRETE OR 'MASONRY E D. E' DD CONNECTION TYPE "A" GLASS /c4NETloN TYPE "A" 1/4 PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL W000. CONCRETE OR MASONRY REFER TO DEFECTION CHART EL CH. orc STORM PANEL DETAIL 17 or HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL PANEL SECURED WITH WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART . ED, . SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 NOTE: Nr�ECH. me S TORM PANEL HEADER or SILL OO 7/6 M 4 > / / ROBE S. MONSOUP, PE EB- 0006024 P/Ii1MS ENGINEFPING, PiC. OQR NOTE* _ CONNECTION TYPE "A" • l:o ' a N61•E GLASS CONNECTION TYPE "A" l= STUCCO INSTALLATION DETAIL 14 E D. NOTE* AND DETAIL 19 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL 70 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 0 ? L/ z-001 BY PRODUCT CCENTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. OJ - 0 2 G - or HEADER or SILL 1 C\1Stor4 i V 03/20/98 sP 04 /20/98 sr 06/12/98 Sr 08/14 /98 sr 01/17/01 Sr dl [, O n 11+7 LI J .w Q O z 0 H c1 W • TIN i y 3 DESIGN PRESSURE PANEL SPAN 44.40 7 24" 47.87 723 51.23 779" 58.06 772" 67.47 109" 66.85 104" 77.46 100" 75.30 95" 87.45 88" 86.83 82" 91.44 78" PANEL HEIGHT o"- 104 " I04"- 124" WALL MOUNT 2" 2 1/4 " INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4 " PANEL HEIGHT o"-- go" so 124" WALL MOUNT 2 5/8" .3 1/2" INSIDE MOUNT 2 5/8" 3 1 /2" BUILD OUT 2 5/8" 3 1/2 r THE METAL TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. 4 311 8 C\I 24 ga STEEL FRONT VIEW SIDE VIEW 31/ 8 1/4 -20 STUD WITH WINGNUT 12 1/2" O.C. 1 124" MAX. PANEL HEIGHT NO PANEL STRAP IS REOUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP 3" 8 3 /4'DIA. MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP DETAIL "E" rxoO 3/4' DIA. FASTENER MUST BE IN NORROW PORTION OF KEY HOLE. IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" 1/8" X 3/4" -� FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" EXPLODED ASSEMBLY DETAIL 13 ON SHEET 3 14 ti DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HDR. OR SILL 3 /4 'DI A. ra .125 THICK KEY HOLE WASHER HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY DETAIL 3, 4, & 8 ON SHEET 2 /1 / 7 DETAIL 3.4, & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL WALL MOUNT ANCHORING PANEL TOP & 6OTTOM WITH STUDDED HDR /SILL FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 HEADER GLASS__ _ / SILL 2' DETAILS 3.4 AND 8 ON SHEET 2 WALL MOUNT WITH HDR. AND SILL 1 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN 1 PANEL DEFLECTION CHART WITH HORIZONTAL STRAP GLASS (2 ROBERT "i. M NSOUR, PE EB— 0006024 RAMS ENGINEERING, INC MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7.9.10 AND 11 ON SHEET 2 /// TYPICAL SECTION VIEWS HEADER S LL DETAILS 5.7,9.10 AND 11 ON SHEET 2 BUILD OUT WITH NOR. AND SILL G1A5S OETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 v.-, HEADER / // SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE • 2Z ZOO BY •1115. :1Lf-0 PRODUCT Cr ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 1 - 02_0S -01 n\ RED iimi n 03 /20/ sr 0 6/12/98 SF 0 9/1 4 /98 12/04/00 01/1 SP SP SP r W e ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF POURED CONCPE TE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE PANEL E.D. A 1 B C D [ E A I B 1 C I D E A B C I 0 E A 5 I C I D l E 3" 16 13 11 13 13 16 13 13 13 13 16 13 9 13 13 J 16 13 10 13 13 16 13 7 13 13 16 13 8 13 13 1 . .... 6 1 . . 3 9 13 13 16 13 11 13 13 . .. 16 13 7 13 13 16 13 9 13 13 16 13 6 13 13 16 13 7 13 13 1/4" SLEEVE ANCHOR 1 1/4" MIN. EMBEDMENT 88" Span 3 16 13 8 13 13 i 16 13 10 13 13 16 13 7 13 13 116 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 16 9 8 12 13 16 8 6 10 12 16 8 7 11 12 15 7 5 9 10 15 7 5 9 11 2 " 1 1 / 4 t05" Span 3 16 9 7 12 13 16 9 B 12 13 16 8 6 11 12 i 16 8 7 11 12 15 7 5 10 11 16 7 5 10 11 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 14 .5 6 6 5 12 : 4 4 6 5 12 4 4 6 5 2" 1 1/4 124" Span 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 14 5 6 6 $ 12 4 4 6 5 12 4 4 6 5 S w r r•s �5 . • -r- _ a i _ 1 = MI J _ _ . F �"_: 3'- cr: c_ r_.g•;; ::;:;•_;r:::::= c=_E[; :r :a.• _.. -::: ..y c"� r =1:. 2' 11/4" [I 68" Span 3. 16 13 10 13 13 116 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 114 13 6 13 13 16 13 8 13 13 j 14 13 7 13 13 16 13 7 13 13 i 13 13 6 13 13 15 13 6 13 13 j 12 12 5 12 12 2" ! i I I - 1 11 /4 - _ 1/4" SLEEVED 1 3 /8 / 1 DRIVE ANCHOR MIN. EMBEDMENT 88 Span 3 16 13 8 13 13 13 10 6 13 13 16 12 6 13 13 I 12 9 5 12 12 14 11 5 13 13 11 8 4 11 11 15 7 6 10 11 I 11 5 5 7 8 13 6 5 9 10 I 10 5 4 6 7 12 6 4 8 9 j 9 4 4 6 6 2" 11/4' 105' Span 3 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 I 10 5 4 7 7 12 6 4 8 9 J 9 4 4 6 7 13 4 6 6 5 19 3 4 4 3 11 4 4 5 4 j 8 3 4 4 3 10 4 4 5 4 17 3 3 4 3 j �l ,,, 1/4' ZAMAC 7 3/B 2' HAMMER DRIVE MIN. EMBEDMENT 1 1 / 4 124' Span 1 3 4 5 6 5 9 3 4 4 3 11 4 4 5 4 i 8 3 4 4 3 10 4 4 5 4 i 7 3 3 4 3 .. , ....... ._.. - .. :j; :; :E?:r . c :L:::::::, ❑ ,., :._ r ang ::, ti ^er::� ^ii.u�;i?� SFf'r �:'aiti �' � = Ei:£ i5? s�cr • .�,,. �rcz�i�i!yijrfc._� r u r , I r .—..— 1,+ a. ., ' '. : . ,.a ,r ..., " ..,: =1: - 2' 1 1/4" VARIOUS HEAD TYPES 68 Span 1 3. 16 13 13 13 13 1 16 13 9 13 13 16 13 12 13 13 16 13 7 13 13 16 13 10 13 13 16 13 6 13 13 16 13 13 13 13 j 16 ' 13 7 ' 13 13 16 13 10 13 13 15 13 6 13 13 16 13 8 13 13 J 14 13 5 12 13 2 1 114- 88' Span 3 16 13 12 13 13 I 16 12 7 13 13 16 13 10 13 13 ! 14 11 6 13 13 16 13 8 13 13 j 13 10 5 13 13 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 12 6 5 8 9 16 9 7 12 13 11 5 4 7 8 •t'Laaillal }aM:tITA .— 1km -wr" --' LMIt 1/4 1 1/2 lllrtalmL4I.TL1 - - ZI.Ma- MASONRY SCREWS MIN. EMBEDMENT 2' 1 1/4" 105" Span 3 " 16 11 10 13 13 113 6 6 9 10 16 10 8 13 13 i 12 6 5 8 9 16 9 7 12 13 11 5 4 7 8 16 7 8 9 7 1 11 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 : 6 5 7 6 1 9 3 3 4 3 2' 1 1/4' 124 Span 3 16 7 8 9 7 11 4 5 $ 4 16 6 7 8 6 10 4 4 5 4 16 6 6 7 6 9 3 3 4 3 x ',4:•::.17-':•- ..•"lf. � r ^f'JY " , : : . : �: — .:t :. - !X - yt::: �.CG.C - .l t ' d J r s1 , y ' J:1 ^� -i 11 l t +. .. • y:v J i T"a � �. + ,G rrr 1 � i �i �w � 4 � .:B . 4; ; Y ' r r ` r,J i i 1 '1 :,'t : ` , I < < ° � r ,, xP , r f �� y lri c � ? , a 3 .. F Srp r ti Z. 2 1 1 /4- 68" Span 3' 16 13 13 13 13 16 13 9 13 13 16 13 13 13 13. 16 13 8 13 13 16 13 11 13 13 ! 16 13 6 13 13 16 : 13 13 13 13 16 13 8 13 : 13 16 13 11 13 13 16 13 6 13 " 13 16 13 9 13 13 14 13 5 13 13 2.5' 2" BF Span 3" 16 13 13 i6 13 11 13 13 13 16 12 7 13 13 13 14....•11_ 6. • 13 •• - 13 13 10 5 13 13 16 13 11 13 13 j 13 6 6 9 10 .. • 12 9 13 13 I 12 6 5 6 9 16 11 7 13 13 11 5 4 7 8 1/4.20 x 718 , 1I2' DIA. MACHINE SCREW ANCHOR 7/8" MIN. EMBEDMENT 2.5 2" 16 13 8 13 105 Span 3" 16 13 11 13 13 ! 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 ! 11 5 4 7 8 16 8 9 11 9 I 11 4 5 5 4 16 8 7 10 8 i 10 4 4 5 4 16 7 6 9 7 19 3 3 4 • 3 2.5' 2" 124 Span 3 16 8 9 11 9 I 11 4 $ $ 4 16 8 7 10 8 10 4 4 5 4 16 7 6 9 7 : 9 3 3 4 3 •rw:': : ii : : ^: r.gj. . "i'1���'' .... - .•tfii ^I :L:j:�:.y:Ir:jR: f ty.� r • r, j r f r I ,: , ,5 , ' = r s� : •i ' ry e , • r l , y. , -. • _ T r y`1 r „ r , i• n,t cl l, ' r+ � t � ?.. s... __. ' r. ?.�� ? . 3 ...rr,:..dr� 2.5' 2 A N C !I O l\ S C H E D U L E f 1 1/ ° ROBE T S. MONSOUR, PE EB- 00060 RAMS ENGINEERING, INC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY IFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER, SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATED3 ZZ Z. d. 1 BY , - .. Riff PRODUCT E 'fTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.01 - 0205 -01 REVI$IOrl, (l ■ 03/20/98 sr 06/12/98 sr 0 8/I 4 1/98 sr 1 2/15/00 sr 01/17/01 Sr 7 d� 01/10/98 SHOWN 9800/ 5 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 81.5 PSF 91.4 PSF POURED CONCRETE CONCRETE BLOCK POUREO CONCRETE CONCPETE BLOCK CONNECTION TYPE CONNECTION TYPE CONNEC VON TYPE CONNECTION 1YPE ANCHOR TYPE PANEL E.D. A I B l C 0 E A B C 0 E A B C 0 E A B I C l D ( E 86" Span 3" 16 13 8 13 13 16 13 9 13 13 16 12 6 13 13 ; 16 12 7 13 13 16 11 5 13 13 1 16 11 6 13 13 16 9 8 12 13 1 16 9 9 12 13 16 8 7 11 13 1 16 8 7 11 13 15 7 5 10 11 I 15 7 6 10 11 2" 7- n 1 1 ' I D 1 1/4 _ 1/4" SLEEVE ANCHOR 1 1/4 MIN. EMBEDMENT BB" Span 7 OS' Span 3- 16 6 6 8 14 5 5 7 13 5 4 6 4! '+:: "r ?:ii :r ^ -s a'. \ \,-,,, a,\ i? c:C:C: C•: :faa, "�\\• .. . _. �...a _:.... 7 1 16 6 I 14 5 1 1 13 • i^- .. _.. : _. . � 6 7 5 6 5 5 - f_..........- ......n.a.....1_ ._..:._._ .:r: r.,:^ fi r \ ,si .. _.f .. .Laa.. Ilia 8 7 7 6 6 5 .... 1 1 1 r: ^... .i'�.1 • . „t . „. : fl7 :fl^. ? 3.41 _..- ... YAYrT ��.ia : • C F:•.4 ..�L. y-J 5. : .:. :: r:r..fif., 74rai..M' ' ' - S - '44 T . :7.- s. 1 ..1 .. _ _- a,,.._ . ^ .i... .._, -: r '. 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EMBEDMENT 88" Span 3 13 5 6 7 6 i 10 4 4 5 4 12 4 5 6 5 ! 9 3 4 4 4 10 4 4 5 4 8 3 3 4 3 12 4 5 • 5 4 ! 9 x - . !,. . 4 4 3 t •::t 3 3 .0: is i a 10 3' 4 4 3 8 ;:y f:! - �, : ,J•s, • r r� 9 3 3 4 3 1 7 _- _ - 3 - _ =_ 2" 1 1 /4 IDS Span - ... .:. . -. ^.. .... �.. ...- ... ..___...:. - .:..:.... :: ^rt•.-:\:xc ; ... r• e ^: :M . ': : ::1 .....:..._ . e �.v Vii, i » s ,rrr > +r » % . r f , Y ' \ \ta �. \, �� \N\ -a - ,.* a.V \\ i \ \a \\ Y.1 J r' �... 1. . a ....._: i^^ \ , �4:re?: ^i^ - I r 5i= -,..„1,,r, - - a �: .,. ^. . :1i :-. . _aim ...r= =rr" , , f > ,z»> J ir[ +r,ri'[rrii �rr , {; I iar - ry f a >r>�i r� 1 { if J _.. t i f l -r r 1 f i jS M ' � i R > i l t!M L•. 'as l^i : :<1 4 -: , " Sa +L� < e r \l ,rlf• �i ^I > M 1, . aa� \ \, \l \ fa l • ^a • a h` ±. � Y� h • '+' ± ,.r + :.: 1_ G:.::.1 ! - t+ _' 1 " 1_.... r "'1 e-, i., ++: J,x rrl rr•''- =:, 1/4 ZAMAC 1 3/8" 2 I HAMMER DRIVE MIN. EMBEDMENT 1 1 /a" " ' 2 ;... 1.•, wrN_MP- - t..!.. S•'ti' . 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"' ! l <Y r 'Cr r ,PIRTl.rtT l' ' 1'.'. 124" S an p 3 - \ a•Lf:. r•? , _ .. ._ ....en. .�.. \ _ Jim: i . r. e= ::•-•4 "3ikzea� i'ii+f 6 , -�-, a�: ra.,, -_.eY . a. , L 1 4 ! n L 3.; 7.f _ r i H ; j. 2. 2" 1 1/4- VARIOUS HEAD TYPES 68" Span 3" 16 13 11 13 13 15 10 7 13 13 16 13 9 13 13 1 14 9 5 13 13 16 13 7 13 13 I: 12 8 4 11 12 16 11 10 13 13 1 14 ` 7 6 9 : 11 16 10 8 13 13 1 12 6 5 8 9 16 9 7 12 13 I 11 5 4 7 8 2" 1 1/4 88" Span 3 " 16 8 9 1 9 1 2 4 16 7 7 9 8 10 4 16 6 6 B 7 9 4 r r x e , ,�y� 4 , „ bra;. \ i i ::• -f?: �'avt•t•_•r1• _h. ..4.. ,,. s r.a- ..? ....... .......... .... .,..... a t: t: f.:,....a� _rc ^ r.'• '•a_�^ %7 iiili Tir 'r» : i ii�G %fi.3 i.'_ :! : _- .:: :• ^ al :_ ^- ..x.if :'•f:_ L. :ar .. . zac: . : I J t 'P x J• +? f a........ 1 r :a,m:r.:•rr.: 5 6 5 4 5 4 3 5 4 r L i : a WSa . . ;r ave • .f5 -•1 f.. 1. .:._� :. .....1.::. »> arl,T!>J7 lilt J: 1 ._,. - . w .3 s r Y { f' 16 6 16 5 15 5 a N: y:2 , \a S'. ' i i - z..xh. f•^. rrfd .. S ri rrr,ii >E71rli : -� n.a.. f!f,zz + _••I. } � + l�.T"' 116,,^X .=^:^^ �• LL a.r::...1::� 1 1 , - . a4..15 j .:11:11 ^ri.trkii1^1D:Sy'� _ G: i y4 : •• . : . ?x' ,..141 8 8 6 1 11 6 7 5 9 5 6 5 8 t2 S / i:1• :ni: ; `r a . • .J a y:•^ ? ,a a S a , • ,sa� r' fa - . .,. r., ',I rr. _r _r J rriJ 4 > >a >i rJJJ i %Sy�i{i }� , �1 .. P' iLt�. tuhar�aL " K " =ix:».2:::! ..r A S 2 •>_ 1.3:s 5 11 =t _ • . 4 ;4; r.t� :. r t 1. :IT•:: k . . • a•_• •.f'.''^..F : ,:11"; :L•:,:4,1 -1r, g,<Ji.'S i'• :18,83?,bz.r::: ;;:r'�i i ,•. rte_,' 3 5 5 3 3 4 4 3 3 3 4 3 r , f d4 f --S.... � ; � rf t: j \, tira� \aa,i a . � 2.� , xt • ; ,..Ia R.... ..rsl liJJi � R- ie r• :�:n 4 ' A1( . _ • 1 Cs , 4 .: �'sr n.:5:4.4.4- L y n. ^ - J .? l <. • 114.. .:+•:A?: a �t^t • �•T.11 :.1•[... t.Ma :1811 - •� Y -!. :ci? 47. c_ - Z- BF- ^.r'T +. .1,- .4i1.SVC,5tligi:5Lt��!.ltS` '+1�t1'FL� N ri 11 _ ,___ a---� - 1 /4 1 1 _... T`Tt T_•.� �L I .' 11 ,L I t ` ' '' 1 ttt;�Ll�t�G� MASONRY SCREWS / 2 MIN. EMBEDMENT 2" 1 11114 105 Span p 3 2" 1 1 /4' 124' Span 3" f ' 1 i � \ �f - -� c f ° . t, , ^`^ iaT3 .i 5...i� rt1 I �i �C� r:^ 4 , -n e.is t.•_''�...i em u*"- -'S.r r ^_ y= 1-'•1 .:: X11 :iT :E, , 1 f. .'•Tz 1:`i ?it _:= - :ra' +r' =';L a^t : • -4'• •••1•__ ` °C t', - - 1,..1 -,Y. 4 {Paz..? arTM�''TT '!'.� ..f f�."+" �'. '4Z 1: ;. - }: ra c r ;art r •?:' +i �•h:.:ir: �f i.. •-s x .... . - =.•z' :4.nir :L ^P »_ .5L ;C.• 'a 1•.a C !* ..s:: 2" 1 1/4" • 16 : 13 11 : 13 : 13 1 14 7 6 : 9 : 11 16 12 9 : 13 13 1 12 6 5 : 8 : 9 16 11 7 : 13 13 1 11 5 4 : 7 : 8 68' Span 3 ' 16 : 13 12 13 13 115 10 7 13 : 13 16 1 13 10 13 13 1 14 9 6 13 13 16 : 13 8 13 13 1 12 8 5 11 12 2.5' - . 2 ' 88" Span 3 ' 16 9 9 13 11 1 12 4 5 6 5 16 : 8 : 8 11 9 1 11 4 4 5 _ 4 • 8 i 9 4 5 4 16 8 6 10 4 16 7 8: 10 7 1 11 3 5 • 5: 16 7 7 : 9 _ 6 9 : 3 4 : 4 : 3 :- 8 6 1 8 3 3 • 4 • 3 16 6 5 1 /4.20 x 7/" , 1/2" DIA. MACHINE SCREW ANCHOR vs- MIN. EMBEDMENT 2.5 2 :1_,,,.:4411':-.1.7..1 . ylaG a:; a _'r l i' ' _ 71 1 r f f , L 1 r, ... .+4 S :r r-7 art ft• •art . • G ^.• a.S.. f 4.14 nr.:n..:.y i ?-.!: 1..s..f:. :r,L , . a . - R's -1 aw��a ;. G � ^ r 'yr+ 1 71 _ : h er f^ r> ,, > ` J ' > t\ : .., ; eft r: „:. . ' r "• ;a 6 .'S�1 1 i li " d r a• r7i ^. n L n 1 iii: � i!i a n+. x r rr1u4 _^ r.::'7 r •: - t! . .yN3 a:r r rf:'f .i - •_ ., 11 s= '+I• ... ... .. r } C[ iri �kR� ' 1 ^ rG �� ?K. > T> " -1 °'" [Ti 105 Span 3 ..:. ._...... .�;•:...._.. ., ...- . -..... .... ^• 4r.:Yr. `+ : ? isi :i t : i. ^ jR 11 *:: . . _. r .,:. F .,. ; _I�...... e: 1 : lag .paxl� .-.._ t_ I . f9 r i' rtj frs. ..=•'"••-• . f .. rf z - •44:,• 'r. :. a ..._.._...- . 14- t'-" •Fs tri Pi'L " ! . ..e :r ::1fA��r.�1 tr 3 •:'i:- rceparr •�_r•z f Ni ._. - � •r ..�Y : . ..-.. � - a r a Cy 'a.•fR a` �r Ir 2.5' 2 yew i a• 74 f4 `k:" i '' 1111: r r 11 f ?i f t i ^ ± f F C t f . C. ��T3 .. •1 LLT .f liSIR Zr 1 � j - . '.' > ) .. < . .. , ,� f l ,, 'L. • i J, . .0 � i a. . ` . ce r 3 F IA.. 4. .rF.- <rc � '.�rrL� .rl !�a�t :!Fi _ f •Mi e' r -. ' [^'Yr.�: f/�¢9 a. k.. G \4.rvC . Lti• • �,r �.i ^ �. T 7 r _ � k! . t - E.:5 - nw * il;;;,.. i i ..'s, 1 ,, 'kf., . .4:�' �,- re: .. L....1' •i f.f...l•/...a I f .-� S ll ..T- Ar.:^ 1: ._ :'�•.i1..�,r� J�� 2 " " "'i:1�;• '1...6.01e -•/ a..- -Eg - . .- J ri :i . . f f ilarr.`�1 IZ - gr, :23' i4 ' r„ .1:f - !T " Y '1M1Y,a' .w1 r � ,a Y M13• u 4 1/: ii u ^ � t? r ' Jo ° ..r. 3S . ^rs 4! ' a!er'_' 1 iit. : .f..,:� .x.. f.C.: ..• .. x....Y:r ri_• ,.-... .ia --I Y• 1 24 Span 3- > ♦ > . ,.., �, 'ar.': i:t ;12/1 'r:_' T - � T r i `•:�!� i:;_ = c ._'•^ •. fir ,'Lh? +1 ' . 'i+�' 1 _ ,r1. CCiC "a ‘-"P' v V�C C �: F. a C.sa ii \taL• i;:\a 1 GC �, I � V� , _ 2.5 + � ..a L i s : -.ry r T r � is W f,, ff 1 JC. •A �YS:. .17,1114.3:-',,,:,\ T: \) i fri • ^. -.>'. t if s i'I� +.. : .I C2 . \ •1 f a. r1 .L 1. 1-• J il igftlr'L1a 1,.. 'J1�'., L e g. 1. 2'+ig.I1.[ f ...AI: .r..Tr 7 r>± 11 : . . a'af ^ i �. a i.sil .. > \ f ��. J"' - � � , �� - 11 • ...,1i..-...: _..Y' ...1. K �IS ......:i[ :'•. ^. ... f_ ....._.. 3. ..R 1:2737 r :: :J......n1:: ?::a -.r -0.:114 A N C H O R S C H E D U L E NOTES: ROBERT S. MONSOUR. PE EB- 0006024 CAMI'1S ENGINEEQING, IIIC. SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE E`:C.LUDES STUCCO AND /OP WALL FINISHES. SHADED AREAS REPRESENT .4NCHOR CONDITION; THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITION4L LOADS AND INSURE PROPER 4NGHOR.AGE. SHUTTER SYSTEM MAY BE /IVTSALL 1N TO WQQD. CONCRETE OP MASONRY. APPROVED•AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE i.W DATEA3 Z Z • BY � /4 PRODUCT • fTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O 1- Q 203-61 rr.vr ;rnr1, I)-I/ L(I /'i3 08/14/' 8 01 /17/ 01 13Y ■P SP 0 w._ SEP /JRB /R5M 0 /1 0/98 Y [ SHOWN one 98001 4•If. 6 7 wr:r. WOOD APPLICATIONS . UP TO 59.5 PSF UP TO 71.5 PSF _ UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A 14 1 1 9 8 L B C 1 0 I E A I 6 I C I D I E A I B I C I D I E 10 3 _ A I B I C I D I E Ea 68' BRASS WOOD BUSHING 1' MIN. PENETRATION 1 /4 - 20 SPAN 13 8 4 3 5 4 4 3 13 1 1 6 4 13 1 1 7 3 12 12 5 12 12 9 4 3 6 7 B 3 3 4 3 - '� .. .. ... •• 12 6 5 13 8 9 10 4 4 5 4 10 7 4 10 8 3 3 4 9 4 4 6 7 M ""� 4 7 f 3 3 Zr:. ; 7 88" SPAN 1 os SPAN 1 ` :. ... _..`. + `.r 0->P r... 5 8 9 9 3 4 4 3 z ` "'' b -,� a•' ' �••t 4vv" # ,- w. .s 3 . .:,:.... !s_c:!?l -Zr -t - ...: 124 SPAN � .. .. "' 10 4 4 5 a 7 a- x % .0 •f <r l � �'iLf' r: a4 S . :} a . ... : . .ter a...4 a cs . . , . 16 10 7 13 12 5 5 6 x x ` f " ' r KY Vi ^ ` . f ✓ s r .: t, r < t 4 r r 13 5 fi x f � ' " . 01 -\ WOOD LAGS 1' MINIMUM TREAD PENETRATION 1 /4' 68 SPAN 16 14 12 10 11 8 6 4 3 13 8 5 13 9 4 88 - SPAN 105" SPAN 124' SPAN .^ � m^r •- , ," • Z �" r a v l .^,. ._z.r . .._ _..: : : "> ?:S: }� F t tt�ttFF t t� � �F1��� } F�} }�F} } }�}�}} WOOD LAGS 1" MINIMUM TREAD PENETRATION 5/16' 68 " SPAN 16 16 14 12 13 13 7 4 10 7 6 5 13 13 9 6 i 3 13 10 4 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 x :" w� M.. "':.�„ > � 3', - ._ .v .?. 14 7 6 9 11 11 4 5 5 3 88 "SPAN 105' SPAN .'' 'a rt j Y� k j r: 'r apl d,. R c C, •1`•r,�y ^'fa- •cf'f . 124" SPAN 1" MINIMUM tttttt FFtt t �}}}} } }����}}}}�}�� WOOD LAGS TREAD PENETRATION 3/8' 68 SPAN 188" 16 16 16 13 13 13 8 .. 5 11 9 7 6 13 13 11 .. 6 13 13 12 5 16 , 13 9 13 13 16 8 7 10 12 14 5 6 6 5 rr 1 :, > �f 16 12 8 13 14 5 6 7 ` », s z k ,K fi. - Y V up E w ' : F� ,..:.. � 13 6 'f•. -f a Ht 16 8 7 • 11 13 13 4 6 5 4 r� T M H �i x f '+ w% 1 y J :: SPAN 105" SPAN 124' SPAN DUI 1' MINIMUM t ttt tt t t t ' S -V %\ r : M - > WOOD LAGS TREAD PENETRATION 7/16 16 16 15 13 9 5 ' ..: 9 8 .. 7 13 12 ... .. 7 13 13 6 13 10 13 13 16 8 8 12 13 15 5 7 7 6 16 13 9 13 16 ry 6 7 8 "^` w . . � r t r -.. r � s ` RJ7 r sf r s s 7 'y„o wf 14 5 6 6 4 ; ?.a r t >.. r x 88" SPAN 105' SPAN 124" SPAN y ,.,, f . X '•_.", � ' ` ' ' >. .... L 1/4' 68" SPAN 16 14 12 10 • 13 11 6 4 8 6 5 3 13 13 8 5 13 13 9 4 6 : ... 13 ......... 13... 12 i 6 5 8 9 10 4 4 5 4 , ; '-"", : tea ,. r .�, ._:.. ,:. ,.,.. W:..< .:,;.: r .,..;: 14 9 .:.....6 13 10 4 4 5 . z ?" z r i3t1c yhf _ a f� .. r.:. .� .,. >>..., <_..:. 14 9 6 13 10 4 4 5 s hy ! , „ l i f 13 4 ._ . _ 13 4 12 8 9 3 4 4 3 - - ',.. „ as,:, `'"•� � ,.f = *,� MA 14.1.%t\:1:=.\. - PANEL MATES THREAD PENETRATION 88' SPAN 1/4" 1 7/8" MIN. ELCO 105' SPAN 124 SPAN " MR., - ELCO ` \ S- 1 : 1/4 " SPAN 16 • 13 11 6 4 8 6 5 3 13 _... 13 8 ......... 5 ' 13 ............. 13 9 4 5 13 13 13 15 6 ............. 12 6 5 3 9 10 4 4 5 4 �,. .,: y t 12 6 9 3 4 4 3 .. .. 1111'" 1/4" 1 7/8" MIN. t T l t t1��� - L 1 - % -� -=- PANEL MATES THREAD PENETRATION 88 SPAN " 14 12 10 105" SPAN 124" SPAN VERIOUS HEAD TYPES .1t \.1.11. Mt�t�t.1.\1 �t \t�� MASONRY SCREWS THREAD PENETRATION 1 /4 68" SPAN 16 14 12 10 ` 13 11 6 . 6 5 3 13 13 8 5 13 13 9 4 3 S ..1 13 .. 12 6 5 8 9 10 4 4 5 4 s ':' w` x `' ' a 1 4.... 9 .. 6 ...... 10 4 4 5 � £ ? r 1 r' 13 4 t: 6., 5 8 9 12 9 3 4 4 3 s a 4' : c c t1.t 88" SPAN 1/4" 1 7/8" MIN. 105' SPAN 124" SPAN f A N C H O R S C H E D U L E • NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING OILY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MIN /MUM 2 X 4 EOUAL TO //2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. ROBERT S. MONSOUR, PE EE- 0006024 Pq?1MS ENGINEEPING, UIC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY PRODUCT C DATE 3 ZL ale MIME tTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O I O?AlS -cDI rrvl ^1111.1•; I / 1 li % j 1 /lt j 1. PRODUCT CONTROL NOTICE PGT Industries CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Series HS201 Aluminum Horizontal Rolling Window (3/16" Annealed) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite 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 BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 1070 Technology Drive Nokomis FL 34274 OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0324.01 Expires:06 /27/2002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUKLDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/01/1999 Internet mail address: postmaster@buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepuge: http : / /www.buildingcodeonline.com PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED : nil 9 0 1 1999 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS .Jun 27, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1205.05, which was issued on June 27, 1996. It approves an aluminum horizontal rolling window, as described in Section 2. of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 201 Aluminum Horizontal Rolling Window (3/16" Monolithic Glazing) and its components shall be constructed in strict compliance with the following documents: Drawing No. 260, Sheets 1 through 4 of 4, titled "HS -201 ", prepared by the manufacturer, dated 3/17/99, and revised on 6/7/99, signed and sealed by Robert L. Clark, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal rolling window 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 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 (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manue Perez, P.E., Product CpntrQ. Examiner Produ. ..'trol Division PGT Industries. ACCEPTANCE No.: 99- 0324.01 APPROVED JUL 0 1 1999 EXPIRES Jun 27, 2002 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 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. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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 through 3. END OF THIS ACCEPTANCE 3 of 3 Manuel Pe - z, P.E., Product Control Product Co of Division miner 6 58.000 MAX. XOX XO/OX 0 0 ITEM DESCRIPTION 1 f1ANCE FRAME HEAD (Alum. 6063-15) 2 SASH STOP (Alum. 6063 -15) 3 FLANGE FRAME SILL (Alum. 6063 -15) 4 WEEP HOLE COVER 5 SILL ADAPTER 6 FLANGE FRAME JAMB A /um. 6053 -15! 7 FLANGE FRAME JAMB Alum. 6063 -15) 8 WEATHERSTRIP BULB VINYL 9 FIXED MEETING RAIL Alum. 6063 -T5) 10 WEATHERSTRIP - PILE FINSEAL 11 SASH TOP /BOT. RAIL Alum. 6063 -15) 12 SASH TOP CUIOE 73 END CAP 14 ROLLER HOUSING 15 BRASS WHEELS 16 SASH SIDE RAIL (Alum. 6063 -T5) 17 WEATHERSTRIP, BULB VINYL 18 SASH MEETING RAIL (Alum. 6063 -15) 79 SWEEP LATCH 20 18 x .500 PHIL. Fl SMS 21 18 x 1.000 PHIL. P.H. SMS 22 J /16" ANNEALEO 23 GLAZING BEAD (Roll Form) 24 SILICON 25 hEAVY DUTY FIXED MEETING RAIL 26 SEAM SEALER 27 WINDLOAD CLIP Rcvlsions: Molenol: Resd Br: lOote: O.B. 6/7/99 Drown By: D. B. Cnwd B7: loot.: oat.: 3/17/99 V. T. / 61269 66387 61085 42111 61288 61088 61087 66601 61089 42105 679190 61092 42114 42112N 7BRWHL2 61090 64664 61097 71096 7858A 78IPOA 65030 62899 61593 6SM55W 61093 OM/LOCATION 2 4 (2 I/2" & 27 I /2 from ends) 1 2 (X0 /0X Conliq. Only) 2 2 (1 per Jamb) 6 (1 /sosh 1p /b1 roils & mlq. roils) 2 4 ® inferior of eo. sosh bol rod) 4 2 per Sash Top /Bot Roils) 2 1 0 ea. end of yen, lop roil) 4 (2 per Roller Housing) 4 1 (0 sosh side roil) NON - IMPACT WINDOWS 1.) GLAZING: 3/16 ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX J.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4) MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 J /4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4 APART,' 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REQUIRED TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL -1373 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. YM�mnre2 Wks, N"ted Gmr 1 7/64 Oeth,of .0a t Deane .IXO 2 MO.: 1 7' Series/Mode HS - 201 PC! NO: I 15 1/2 from ends -vent mtg. rc 2 (if he qht is >= 427 2 (Sweep Latch screws) 4 (when usin0 2 Sweep Latches) 22 (Frame /Vent asst'. screws) 2 VENDOR NO: Seale: Sheet: 1 VENDOR ALUMAX ALUMAX ALUMAX VINYL- TECH /P.C.T. ALUMAX ALUMAX ALUMAX TEAM PLASTICS ALUMAX SCHLECEL CORP. ALUMAX VINYL -TECH P.C.T. VINYL-TECH/P.G.T. WNYL- TECH /P.C.T. VINYL- TECH /P.C.T. ALUMAX TEAM PLASTICS ALUMAX N(INMTURE DIE CASTING MERCHANTS FASTENER MERCHANTS FASTENER H.P.G. FLORIDA SCREEN DOW CORNING ALUMAX SCHNEE- MOREHEAD ALUMAX VENDOR / AF -11289 AF -6387 AF AF -11288 AF- 11088 AF -17087 TP -123 AF- 11089 FS7919 -187 AF -11092 APPROVED AS COMPLYING WITH THE 50706 .0RIDA BUILDING CODE DAT M I9 BY PRODUC C'.IROL QIVS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE R0. - o3?4 01 AF -11090 TP -J24 AF -71097 PGT.2 I 4.XX 05 -030 3 8 899 AF -11593 SM5504 AF -11093 T INDUSTRIES Oescnp Hor. Roller — Elevation /B O.M. Drawing No. 260 Roo I 4g0 ° I I I 5.000 , 16.000 —I I MAX I f.000 17.0( M 1 1 1 6. 0 II ( II 111.000 �/ 6 58.000 MAX. XOX XO/OX 0 0 ITEM DESCRIPTION 1 f1ANCE FRAME HEAD (Alum. 6063-15) 2 SASH STOP (Alum. 6063 -15) 3 FLANGE FRAME SILL (Alum. 6063 -15) 4 WEEP HOLE COVER 5 SILL ADAPTER 6 FLANGE FRAME JAMB A /um. 6053 -15! 7 FLANGE FRAME JAMB Alum. 6063 -15) 8 WEATHERSTRIP BULB VINYL 9 FIXED MEETING RAIL Alum. 6063 -T5) 10 WEATHERSTRIP - PILE FINSEAL 11 SASH TOP /BOT. RAIL Alum. 6063 -15) 12 SASH TOP CUIOE 73 END CAP 14 ROLLER HOUSING 15 BRASS WHEELS 16 SASH SIDE RAIL (Alum. 6063 -T5) 17 WEATHERSTRIP, BULB VINYL 18 SASH MEETING RAIL (Alum. 6063 -15) 79 SWEEP LATCH 20 18 x .500 PHIL. Fl SMS 21 18 x 1.000 PHIL. P.H. SMS 22 J /16" ANNEALEO 23 GLAZING BEAD (Roll Form) 24 SILICON 25 hEAVY DUTY FIXED MEETING RAIL 26 SEAM SEALER 27 WINDLOAD CLIP Rcvlsions: Molenol: Resd Br: lOote: O.B. 6/7/99 Drown By: D. B. Cnwd B7: loot.: oat.: 3/17/99 V. T. / 61269 66387 61085 42111 61288 61088 61087 66601 61089 42105 679190 61092 42114 42112N 7BRWHL2 61090 64664 61097 71096 7858A 78IPOA 65030 62899 61593 6SM55W 61093 OM/LOCATION 2 4 (2 I/2" & 27 I /2 from ends) 1 2 (X0 /0X Conliq. Only) 2 2 (1 per Jamb) 6 (1 /sosh 1p /b1 roils & mlq. roils) 2 4 ® inferior of eo. sosh bol rod) 4 2 per Sash Top /Bot Roils) 2 1 0 ea. end of yen, lop roil) 4 (2 per Roller Housing) 4 1 (0 sosh side roil) NON - IMPACT WINDOWS 1.) GLAZING: 3/16 ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX J.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4) MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 J /4" FROM EACH CORNER (JAMBS) 2 ANCHORS 4 APART,' 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REQUIRED TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL -1373 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. YM�mnre2 Wks, N"ted Gmr 1 7/64 Oeth,of .0a t Deane .IXO 2 MO.: 1 7' Series/Mode HS - 201 PC! NO: I 15 1/2 from ends -vent mtg. rc 2 (if he qht is >= 427 2 (Sweep Latch screws) 4 (when usin0 2 Sweep Latches) 22 (Frame /Vent asst'. screws) 2 VENDOR NO: Seale: Sheet: 1 VENDOR ALUMAX ALUMAX ALUMAX VINYL- TECH /P.C.T. ALUMAX ALUMAX ALUMAX TEAM PLASTICS ALUMAX SCHLECEL CORP. ALUMAX VINYL -TECH P.C.T. VINYL-TECH/P.G.T. WNYL- TECH /P.C.T. VINYL- TECH /P.C.T. ALUMAX TEAM PLASTICS ALUMAX N(INMTURE DIE CASTING MERCHANTS FASTENER MERCHANTS FASTENER H.P.G. FLORIDA SCREEN DOW CORNING ALUMAX SCHNEE- MOREHEAD ALUMAX VENDOR / AF -11289 AF -6387 AF AF -11288 AF- 11088 AF -17087 TP -123 AF- 11089 FS7919 -187 AF -11092 APPROVED AS COMPLYING WITH THE 50706 .0RIDA BUILDING CODE DAT M I9 BY PRODUC C'.IROL QIVS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE R0. - o3?4 01 AF -11090 TP -J24 AF -71097 PGT.2 I 4.XX 05 -030 3 8 899 AF -11593 SM5504 AF -11093 T INDUSTRIES Oescnp Hor. Roller — Elevation /B O.M. Drawing No. 260 Roo Window Window Widhs Heights 53.125 74.000 106.375 111.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59.14 63.000 55.22 46.13 40.93 40.47 Window Window Widhs Heights 53.125 74.000 106.375 111.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.22 46.13 ' 40.93 40.47 Window Window Widhs Heights 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 1 16.73 89.81 68.60 57.25 63.000 91.10 68.44 51,53 41.33 Window Window Widhs Heights 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.3J 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 63" VERTICAL SECTION OPERABLE 57.122 DAY IGHT OPEVWG 58.475 DA IGHT OPENINC VERTICAL SECTION FIXED XO Configuration Negative Design Lood bosed on Comporative Anolysis - (PSF) X0 Con !i urotion Positive Design Lood based on Comparative Analysis - (PSF) Re.isons: � r Materiel: r Raved Oy: Date: CAW By: Date: 0.0. 6/7/99 51 3/4" 22 111" HORIZONTAL SECTION NOTF' 2.324` HIGH OVERALL INTERIOR SILL FLANGE. ONE 3/4" x 1/2" x 1/16" x J LONG ALUM. ANGLE IN FRAME SILL NEAR EACH FIXED MEETING RAIL, ANCHORING SILL ADAPTER GLAZING LEG TO SILL, SECUREO TO FRAME WITH 1 INSTALLATION SCREW AND ONE /8 x 1/2" SHEET METAL SCREW. Deepen By: D.B. oel 3 /77/99 series/Modet HS -201 Description: XOX Con(;gyration Negative Design Lood based on Comparative Analysis - (PSF) XOX Configuration Positive Design Lood bused on Comparative Analysis - (PSF) Inferences l/nln, Holnt rnxFvne 1 1/64 0,n n,nI .00 1 Decimal .000 M9Wr. ! I' POT H0: VENDOR H0: 2.000 APPROVED AS COMPLYING WITH THE SOln11)10RIDA BUILDING CODE DAT - `�I O 19 CO_ BY PRODUC OIiIROL OIVIS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE H011 ' C )31 " ( . ° I • INDUSTRIES Hor. Roller - Sections Comp. Anolysis Scale: h eel: Oro:,ng Ha. Rer. a 14 260 A 2.489 v -1.926 500 � - .907 2.324 2.000 & o .750 I 1.672 � 1 .926 --I 1.186 75 O .750 .872 2.000 L -1.656 -{ 1.4 _L -11.042 I-- 1.542 �J Revisions: Materi And By: Dote: Chk6 By: Date: 0.8. 6/7/99 Drawn Oy: 0.8. Dole: 3/17/99 tolerances IMlesr Noted. Erae8anv ! I /64 Oceimi .02 2 Decimal .an dopul°r f I' Series/MOdcI. HS -201 PCT NO: GLAZING OPTION 3/1 6 " ANNEALED VENDOR N0: Oescnplton: Horizontal Roller — Glazing Scale: She 3014 c.313 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COnE DAT S� 19 41. ITY FROLIC DIY'S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 'VI -0s7.4.01 FtF INDUSTRIES Droving No. 260 acA 1 x WOOD • " r 1.250 BUCK - ; .1 I • Itiss 1 0"-Wil .250 11119,1 MAX. ! IFS 3/16" TAPCON OR II 1 /4 " TAPCON 3/16" TAPCON OR 1 /4 " TAPCON TYP. HEA 0 TYP. SIL4. 2 x WOOD BUCK .250 MAX. 110 PANHEAD OR 112 PANHEAD TYP. HEAD 1.250 1.250 JYP. SIL4 1.250 110 PANHEAD OR 112 PANHEAD .250 MAX. 3/16" TAPCON OR 1/4" TAPCON .250 MAX. TYP. JAM° --I 1.250 1 x WOOD • BUCK 3/16" TAPCON OR 1/4" TAPCON .250 MAX. --I 1.250 TYP. JAM¢ 2 x WOOD BUCK APPROVED AS COMPLYING WNH THE SOUIN_FLf9RI DA�BUILDING BU_DI CODO( DATE A_ - 'ITJ. BY PROOUCI CO ROL DIY;S :ON .BUILDING CODE .COMPLIANCE OFFICE ACCEPTANCE NO.Rc‘' V -4- 2 x WOOD Rehafons: tolerances I/nlr.. Nolen BUCK Frocwor a 1/64 0eund .0X t Co d .c00} / ' / 7 l sere./Mader. Y HS -201 Molafal: DsaipOon: �;'17 Rowse B, I(Dale: CtikO B, I Horizontal Roller — Anchorage PD O.B. 6/7/99 t ! NO: VENDOR N0: Scale: Seel: Orowlnq Ho. Ram �T INDUSTRIES Drown Oy: Dal.: D.B. 3/17/99 4.14 260 A 6.000 63.000 MAX. 63.000 F ._ 16.0 - -i MAX. MAX. F 4G0 .000 58.000 MAX. xox 111.000 MAX. 17.000 MAX. 6. 0 0 XO /OX m 6. 00 ITEM DESCRIPTION 1 FLANGE FRAME HEAD Alum. 6063 -T5 61289 2 SASH STOP (Alum. 6063 -T5 66387 3 FLANGE FRAME SILL (Alum. 6063 -T5) 61085 4 WEEP HOLE COVER 5 SILL AOAPTER 6 FLANGE FRAME JAMB Alum. 6063-T5) 61088 7 FLANGE FRAME JAMB Alum. 6063-T5) ) 61087 8 WEATHERSTRIP, BULB VINYL 66601 9 FIXED MEETING RAIL (Alum. 6063 -T5 61089 10 WEATHERSTRIP - PILE FINSEAL 67919G 11 SASH TOP /BOT. RAIL Alum. 6063 -T5) 61092 12 SASH TOP GUIDE 42105 42114 13 END CAP 14 ROLLER HOUSING 15 BRASS WHEELS 16 SASH SIDE RAIL (Alum. 6063 -T5) 17 WEATHERSTRIP, BULB VINYL 18 SASH MEETING RAIL (Alum. 6063 -T5) 19 SWEEP LATCH 20 21 22 23 24 25 26 27 /8 8 x 1.000 PHIL. P.H. SMS 3 16 ANNEALED GLAZING BEAD SILICON .500 PHIL. Fl SMS HEAVY DUTY FIXED MEETING RAIL SEAM SEALER 6SM55W WINDLOAD CLIP NON - IMPACT WINDOWS - 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: X0, OX, XOX 3.) DESIGN PRESSURE RATING: SEE CORRESPONDING TABLES ON SHEET 2 OF 4 4.) ANCHORS: MAX. 6" FROM EACH CORNER (HEAD & SILL) MAX. 5 3/4 FROM EACH CORNER (JAMBS) 2 ANCHORS 4 APART. 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 16.000 MAX. SPACING AT JAMBS: 17.000 5.) SHUTTERS REQUIRED TO MEET IMPACT. 6) REFERENCE TEST REPORT: FTL -1313 7) SEAM SEALER LOCATED AT FRAME CORNERS AND EACH FIXED MEETING RAIL. Revisions: Y / — Moleriol: c , Revsd By: 0.8. Drown By: D.B. Doi e: 6/7/99 Roll Form Chkd By: Dole: Dote:/ 1 7/99 V.T. / 42111 61288 42112N 7BRWHL2 61090 64664 61091 71096 7858.4 781PQA 65030 62899 61593 61093 2 1 4 1 2 2 Tolerances UnIc55 Noted; iroclionr f 1/64 Decimal .00: t Decimal .000 t Angular, t 1• Series /Model: HS -201 Description: PC NO: QTY. /LOCATION VENDOR VENOOR (2 1/2 & 27 1/2" from ends) VINYL- TECH /P.G.T. 2 (X0/0X Con fig. Only) er Jamb 1 6 (1 /sash tp /bt roils & mtg. roils 2 ALUMAX 4 ® interior of ea. sosh bot roil) VINYL- TECH /P.G.T. 4 2 per Sash Top /Bot Roils) VINYL- TECH /P.G.T. 2 1 ® eo. end of vent top rail) 4 2 per Roller Housing) 4 1 (® sosh side roil) 22 Frame Vent ass screws 3 VENDOR NO: Scale: Shcc1: 1 ALUMAX AF-1128 9 ALUMAX AF -6387 ALUMAX AF -11085 AL UMAX ALUMAX ALUMAX TEAM PLASTICS ALUMAX SCHLEGEL CORP. VINYL - TECH /P. C. T. VINYL- TECH/P.G.T. - ALUMAX TEAM PLASTICS ALUMAX 1 (15 1/2" from ends -vent mtg. roNONIATURE DIE CASTING PGT.2 14.XX 2 (if height is >= 42) 2 (Sweep Latch screws) 4 (when using 2 Sweep Latches) MERCHANTS FASTENER MERCHANTS FASTENER H.P.G. FLORIDA SCREEN Hor. Roller — Elevation /B.O.M. DOW CORNING ALUMAX SCHNEE - MOREHEAD ALUMAX AF -11288 AF -11088 AF-1108 7 TP- 123 AF -11089 FS7919- 187 AF -11092 AF -11090 . TP -324 AF -11091 05 -030 899 AF -11593 SM5504 AF -11093 APPROVED AS COMPLYING WITH THE SOUTH JJORIDA BUILDING CODE DAT k s BY - /Mrs PRODUC CINTROL QtVIS•ON BUILDING CODE COMPLIANCE OFFICE ACCEPrANU NO 'lct. - 03?L{.01 Fur Ororeing No. INDUSTRIES 260 19 Rev: )tl Window Heights Window Widhs 53.125 74.000 106.375 1 1 1.00 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 75.30 66.49 59.85 59.14 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 53.125 74.000 106.375 1 1 1.00 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.22 46.13 40.93 40.47 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 120.00 120.00 120.00 120.00 38.375 120.00 120.00 102.09 92.54 50.625 116.73 89.81 68.60 57.25 63.000 91.10 68.44 51.53 41.33 Window Heights Window Widhs 26.500 37.000 53.125 74.000 26.000 55.33 55.33 55.33 55.33 38.375 55.33 55.33 55.33 55.33 50.625 55.33 55.33 55.33 55.33 63.000 55.33 68.44 51.53 41.33 63" VERTICAL SECTION OPERABL E 57.122 DAYLIGHT OPEVINC 58.475 DAYLIGHT OPENING VERTICAL SECTION FIXED X0 Configuration Negative Design Lood based on Comparative Analysis - (PSF) X0 Configuration Positive Design Load based on Comparative Analysis - (PSF) NOTE: 2.324" HIGH OVERALL INTERIOR SILL FLANGE. ONE 3/4" x 1/2" x 1/16" x 3" LONG ALUM. ANGLE iN FRAME SILL NEAR EACH FIXED MEETING RAIL, ANCHORING SiLL ADAPTER GLAZING LEG TO SILL, SECURED TO FRAME WITH 1 INSTALLATION SCREW AND ONE /8 x 1/2" SHEET METAL SCREW. 111" HORIZONTAL SECTION 25" XOX Configuration Negative Design Load based on Comparative Analysis - (PSF) XOX Configuration Positive Design Lood bosed on Comparative Analysis - (PSF) } 2.000 f APPROVED AS COMPLYING WITH T11E SOUII ORIDA BUILDING CODE DAT� -' kl b - 19 Ctl_ A BY PRODUCL$OttTROL DIV:S-DN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.91 - p tL t of • Revisions: Material: Revsd By: Dote: Chkd By: Dote: 0.13. 6/7/99 Drown By: D.B. Dote: 3/17/99 Tnlernncrc Unfrss Noted: Fractions: t 1/64 Decimal .00: t Decimal .000 t MoLder: 2 1 Series /Model: HS -201 Description: PCT NO: Hor. Roller - Sections /Comp. Analysis VENDOR NO: Scale: Sheet: 2-(4 INDUSTRIES Drawing No. 260 Rev: .500 -- 2.000 -- j j .926 1.201 .050 - --- TYP. .907 1 2.324 .750 - .926 -1.672 ---I 1.186 2.000 1 --� 1.542 .750 .812 - 1.042 Revisions: M ot er ial: Revsd By: Dote: D.B. 6/7/99 Drawn By: 0.8. Chkd By: Date: Ootc: 3/17/99 Tolerances Unless Noted; fractions ± 1/64 Decimal .00: t Decimal .000 t Angular: ± 1' Series /Model: HS -201 Description: PGT NO: GLAZING OPTION 3/16" ANNEALED Horizontal Roller — Glazing VENDOR NO: Sca Sheet: 3 al4 APPROVED AS COMPLYING WITH THE 'SOUTH FLORIDA BUILDING CODE DATE - 31kA } 19 c BY C��1l.LG_ PRODUC ONT'ROL DIVPS•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO i t 4 3 Z - 01 itr INDUSTRIES Ora wing No. 260 Rev: 1 x WOOD BUCK .250 MAX. 4 3/16" TAPCON OR 1 /4 " TAPCON TYP. HEAD e ' • o .• CI 1.250 LI • 4 TYP. SILL 3/16" TAPCON OR 1 /4 " TAPCON 2 x WOOD BUCK .250 MAX. /10 PANHEAD OR /12 PANHEAD 4 4 A 4 .e TYP. HEAD 4 ,z, ae e e " • A TYP, SILL. f 1.250 110 PANHEAD OR 112 PANHEAD . .250 MAX. 1.250 2 x WOOD BUCK 3/16" TAPCON OR 1/4" TAPCON Revisions: Mat eriol: Revsd By Dote: D.B. 6/7/99 Grown By: D. 8. .250 MAX. TYP. JAMB Chkd By: Dole: 3/ 1 7/9 9 H 1.250 Date: 1 x WOOD BUCK Tolerances 11nf•ss Nnfrd; Fractions: ± 1/64 Decimal .00: ± Decimal .000 ± Angular: t 1' Series /Model: HS -201 . 4 3/16" TAPCON 01? 1/4" TAPCON TYP. JAMB Description: Horizontal Roller — Anchorage H 1.250 PCT NO: VENDOR NO: Scale: Sheet: Oro wing No. 4-0(4 260 e APPROVED AS COMPLYING W.ITN THE SOUTH FL RIDA BUILDING CODE DATE_ i3. k o BY PRODUCT CO ' .ROL .DIVISION .BUILDING .CODE .COMPLIANCE OFFICE ACCEPTANCE NO. qck - 03 - 2- . 4 . -01 c e .250 2 x WOOD MAX. BUCK FAT INDUSTRIES Rev: B3I17IO2 B43:21.52 • Oct -03 -01 02:15pm From -POT INDUSTRIES • MI A IDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 09/30/2)011 941.400.1900 38543888?? 9414801900 Page 882 T -089 P.01/11 F -940 NIIAM1 -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 13{.11LIING CODF, COMPL1At \CF., OFFiC.E METRO -DADE PLAG!.P,R BUILDING NO WEST l'I..1GLER tiTlt'.R(iT. SUITE 1603 MIAMI. FLORIDA 33130.1563 (3(15) 375 -2901 VAX (50$):t75-290R cosTR.Acron t.rc,ENsivc; si :criox (303) 37S -2527 FAN (10S) 373 -239S CON'ri {A IOi{ 1 NI't)RC:1?3IENT DIVISION (309)375-n66 1'AX (305) 375 -2908 PRODUCT CCUNTROL. DIVISION (309) 375.2902 FAX (305) 372.6334 Your application for Notice of Acceptance (NOA) of: Series "SH -4080" Aluminum Single Hung Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials arid Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building; Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control resting. 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. t3CCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0316.10 It XPIRES: 09/30/2006 Raul Rodriguez Chic: Product Control Division TI•IIS IS THE COVERSHEET, SEF: ADDITIONAL PACES FOR SPItCIF'IC AND GENERAL CONDITIONS d31,ILDTNG CQDE & PRODUCT RFXIEW COMMIT (' This application fdr Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A, Director Miami-Dade County Building Code Compliance Oi'iicc \Ic04S0001\pc2000\ \templates \notIca aeeapmnee cover page.dat Internet mail address: postmnster @buildingcodeonline.eom t Ilornepagc: hitp://www.buildingcodeonline.com 83/17/82 88:22:29 941.408.1990 -F02 -> 3054388077 Page 803 Oct -0 ? -01 02:16pm From -PGT INOUSTRiES 9414801900 T -089 P.02/11 F -940 PGT Industries ACCEPTANCE No.: 01- 0516.10 APPROVED Ser tember 30, 2001 EX MIRES September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC COND[TIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), I994 Edition: for Miami -Dade County, for the locations where :he pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2, PRODUCT DESCRIPTION 2.1 The Series "SH- 4000" Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No 2736, titled "Aluminum Single Hung Window" Sheets I through 8 of 8 dated 04/18/01 and last revised on OS -31 -2001, signed and sealed by Robert L, Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window 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 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 statementt; "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 (SFBC) in order to properly evaluate the installation of this system. 2 \5L. 01 i.`Le, Ishaq I, Chanda, P.L. Product Control Examiner Product Control Division 93/17/02 86; 23 96 941.480,1989 -FEZ -> 3054388877 Page 684 ° O:t -03 -01 02:I8pm Fram -PGT INDUSTRIES 9414801900 T -089 P.03 /11 F -940 PGT Industries ACCEPTANCE No.: 01-0516.10 APPROVED September 30. 2001 EXPIRES NOTICE OF ACCEPTANCE': STANDARD CONDITIONS September 30, 2006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Mianni -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 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 scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, andfor 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) Misuse of this Acceptance as an endorsement of any product, for sates, advertising or any other purpose. 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. Many 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 as page 3. . lshaq I. Chanda, P.E. Product Control 1:xaminor Product Control Division END OF THIS ACCEPTANCE 3 G4YPA547W211L.1AL 6127. 211674741.9190 671.26 110.4551 541411 ' 0102.17641y4 27L600 (47 33378 4 61.429. (4 522.15 (.) 79.O1m tal 757x006 B9.. • Dab 066 0 99 3 4107 58.2 76.121 1 19126 50.6. -135.2 0467 421.10 6667 , .44.0.5 50.40 .73.01 .07444 21.060 4 .125.00 5&57 - - B6A 42620 5867 .61.55 5667 25 424 -53500 66,67 -HS.00 56.67 427.59 55.07 42.11 safe -6666 59010 (2) 6.61] 6'6.07 .12406 5967 - • 66•2 - 411.64 5667 45.41 316064 p3 -6.5.10 6667 475726 49647 -115.74 94.67 46.64 5667 4004 44000 431 420105 52.67 .16907 6967 -505.26 1667 42 14 684 7 5 .550 . 440 (7f - 00.4 0 .171.10 - 130111 5967 .61 30 .66.116 665 .90714 5667 .5550 13000 50 4 1 62176 6627 12 9567 .1025 6627 .6600 -6662 3667 40.65 56.62 -55.0 C06112142295621.12103:00 61124. 24106176778.00 Fri - 0 111n55w 041416 I t014000414511M 24.600 (4) 26276 661 368581+6 Limo 461 757x006 .01 Pr. 440 Da. • 5 9 0 640 Des 0 02 19126 671 -110100 - 120200 04.07 5637 -12000 -12530 ' 61.67 ' 5447 ' 412074 -12079 6667 5567 - -7x62 46666 5199 5657 -78.41 .52.66 0.006 471 65.506 474 -16000 5667 421160 01.01 476.06 1567 -62.1t 56.67 21.65 53.540 171. -5200 6317 42060 5127 -194.7* 10.91 ; 001 6961 26.41 3760 CI) (0) -42080 42020 0667 527 .15606 •16060 51.6? 10.67 4620 .00410 6967 50.67 2390 4560. 54.17 6667 5504 3604 80.600 41.200 (0 420105 52.67 .16907 6967 1 -77.50 61.67 3020 59.67 540 6..660 9.1 - 130111 5967 .61 30 65.67 .64.10 6618 47.10 576.0 26.00 62176 p - 167.74 6 475.32 6967 -5640 5501 -11.96 4920 -41.15 LJ3 X. 11LiGHT 76.00D" WJC. WIDTH 53.125" MAX. FIXED LRC DAYLIGHT OPENING 44.125" 0 / CENTERLINE OF MEETING RIX MAX. von OAYUCHT OPENING 44 .125 - NON - IMPACT WINDOWS 1.) TfS7 REPORT. GLAZING. MAXIMUM Sal 6.j FIf -2959. 3/18" 7EMPERED, 53.525 r 76.000 6) F A -2900. 3/16' ANNEALED. 53.125 x 76.000 2.) SHEJTFERS ARE REDIARED AT ALL NJSTALtAAONS ..3.) SCE SHEET 2 OF 8 FOR SECTION . OFTATLS NM. F IxED 111E HEIGHT FROM BOTTOM Or 1JEETIRG RAIL 37 5/8' MAX. FiRCO U1E DAYLIGHT OPENING 34.500' 1 LUX. VENI DAYLIGHT OPENING 34.500" " �� ;f 6t Robert L arit.P.E. PE 1397)2 S4Wa6T61 INDUS ES 00191 6101.474713 600.91 L\ I5 .6..01 In l t 10144",era art t� "W d 1 as. 4 06. 2) 11221516 1792 .I5o4. 602 60 C4.460201. Amara10 W Gloss T661. AS7tLC1.00. 74 956100 136.40 bads 7V.1r4 asCea4 *611•60545121.644 Water Teat Mame. 4.1 146620 Ara 091110aor..9.a 316 (612 saws may 00 014.1 rowan of 610 51 45841.6 o 3271 m51 64so 66564 06e4 5.5900 au. 21/94 40. 3.220 Ili ' 044.. 42266/ 11010 07 16 23.26. 4.d 10,1 6041 514 619 3/16 GLAZING DETAI4! ( FJ(- 6970 TECHNOLOGY 0946.£ P.O. OA 6539 MOANS.. TL 34275 110104146, 11 31774 r :IC. W31/1 ° 4/18fO1 1462/34244. S7W4: Sff -4000 NTS Re. Nun: REORAWN 1 dD5r4annAi1:0NR istaN11N7NE 1OL11MA9NOAW LGING4JOE 0419 56 17te1R1Li?77mJ cr 'skin LC.4*L 0(700007041 UROLUVa0t4 MILLING ewe oar I47 LCE offlGE AECErlulgHO. -6 IL' Lo 1k66(34 415 2736 C) (1 0 0 m A 0 0 0 0 m 0 A FLANGED W/ 3J l 6T OR 3/16A GLASS r 6a: ALUMINUM SINGLE HUNG WINDOW (TG -A WIC 1«'8 MAX. FIXED LITE VERTICAL SECTION MAX. FIXED LITE DAYLIGHT OPENING MAX_ VENT DAYLIGHT OPENING Rolm 1- C3ark,P PEY3471? Strutlural - r ■ INDUSTRIES MAX. DAYLIGHT OPENING VENT MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT,* GLAZING, MAXIMUM SIZE A) F'TL -2959, 3/16" TEMPERED; 53.125 x 76.000 8) FTL -2960, 3/16" ANNEALED, 53.125 z 7E:U00 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 0.14.1 Br F.X. B1= 1 :4 8 : F. K. 8/3 /t Mac 4 Ar..§bru. RFNIRA &•N SECTIONS FROM SHEET 1 2.000" AK ROAD NI COMPL011,7 rimy 000T11 MAIM W IIDutt' CC0C fAtf $e43 o,?aol EN Is ! 1 • L9ut..S. ra0Co ocnrnx oms ow wow eon iCWFKl ViGE OF' ACCEPIAM0E NO 4 t - C+6IL rat_ ALUMINUM SINGLE HUNG WINDOW (TG - -A rwir�/�ra+4C S.Mv: SnpC p p py 1070 YCNN9LOCf wink P0. Hurt 1524 NOKOMIS. FL Um w01O0WS. R x274 St —1000 ANTS 2 m 8 2736 afl a0 0 C to - o 0 3/16 CLASS 24000 (4) . 1644 50.629 00 474.0401 .10 Gas • 1 3.. - 5 P1.4 - Mil POI 4330 4114 ..73.00 0007 .73.00 36.457 -33.40 7407 -11.0 03.57 4340 7 .15.00 _ OW d3.4 Mir -7300 7622 54.57 6437 10 1 - 3 ET- -7 007 7667 20.90 47.40 7767 1 0660 4641 4160 ANL _ 522 131.17 33.135 M17. Thu WE 0100557 *'11.2$ 4/ - 01.0:371 - x 1 ..� 11074 501 43710.0 0 :1010 40910 O.UC 11953 370)7 �- 033 1070 111 640.1551 OP6.749 5100 -�•- y --- 574767.175 Or 3001 Nat ijr . , .. .641 0011010 0310X.6 MAW .191. Mal OW 01310:.5 071106 • 54.5011 414. 14p9 0111010 000110 4..3517• 4 11APACT ly4VnDW 1.) TEST RPM: CLAXPEC, Me.,O71U11 SW 8� F7L 2935, )J5 004387E 5iM74344 Ar.WEM.D 53125 s ?6.000 171. -2163 1/8" 50:1D[E 51RIMOTN AYNCALEO, 37.400 x 63,47 2.) SOWERS ARE ACQUIRED AT ALL At$TAUATAMs 5J PRESSURES UNDER 40 PSf" AR1 nor APPUT:A.;F 115 M&Ml -DmE COUNTY 4.) SET' SHE[T 4 OF 8 MR SWUM DETAILS 111[. 1Y (IH 01.70013 05:3.11 26500 r 4011 ANT 1a1717011 474552 4E000 i 114': 7011 051 40310 17011 1115100 43 MUG 100 31. Spr WV. WU Lai tur*a flood 03100 00 13.7171 PAL 15 /5' FTJ. 2961 fTL -2963 Rob on LC P.E. PE 439712 Scmama, • INDUSTRIES CO P443■58 *010[3131013 311)030 051 311Mk31t31 - 1T1. 19 111.33.4 163440 YEM LY ItF 60073/1 70076 14 atom 14 alum 14 Stow 131 77.600 771 •7!00 07.47 710 1.1LSS1 030 A551MALE17 WJ.3.wt1 1513 11i30111.a D.31p 411• baud on DonspaumbnIlnalashe 363 Gan rate *5710 01930. Po.0ho0Y1y114.4. Lanni e. 011 V.m5.4*45 N. .o4 613w 641Naa.Ya, 1 Murano sr. 0r 0H0 .craw* et Mr Towne. 101703055..545. 3.0100.4.f410a) 1. 04* a3 .15305 satzli corral. and 1140T mt. 05.5047 4513 .r 31341173 ode. 4•4_44313.7./3c00 0114 14.60. 03.30' 413301 .355 4511 1/8 GLAZING DETAIL Tr 7070 Kr-000W02 031470. P.O. 3030 1525 01240116, R 34775 11130140. R 34234 -56917 S4.b .4 S00 Z 4950 1 -1100 1170 5.539/41.011 sH -4000 ,h..Q 451.11.10: F.K. NW? 113.5 4-. F.K. 4 / }A /O1 03.04551.: REDRArA FLANGED w/ DSB GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) 1 644 33. 3."174' Shook NIS .3 8 1 2736 '1D 9 111.-ii 1 00 0 0 0 aauhi 1 Msut1031ccove 1 61rr Lt ' 0 2 ..J 0 81 PR0&3 T mini J _ 341� " ,7.1060 3311010{.3005 w2U)550( Ore 3 Act aufGEuo A rIL,, m C3 714.202 1) 54675 141 (3050 p1 70.000 45) new 1043, 7.4 -11 .9 >'w o•m POs .19 Pas 5127 38'11 3�i0 3161 8170 50.01 3 3.011 �: 3113 1 Effil 5617 5 66 7 .2 4460 0647 smell Loci 4190 0331 -70.00 3007 4403 03.17 -47.27 30.27 .30.35 3.2000 co -7s00 9147 47.30 5667 47.4 08.37 -402 1663 0.104 31-014 (4 -moo Moo -WOO 5490 -19.60 41.13 .3470 4170 -73.00 40.013 ly 73.00 5317 41.00 14.50 -4110 4110 .4020 4020 77.01 d7 50 4720 .4030 41.40 43.70 3670 - 3330 HE 43.50 .70.50 4170 13.70 -3170 3510 3090 -77:7 66.47 -17.70 4340 40.50 0050 ,11.70 2746 ANL _ 522 131.17 33.135 M17. Thu WE 0100557 *'11.2$ 4/ - 01.0:371 - x 1 ..� 11074 501 43710.0 0 :1010 40910 O.UC 11953 370)7 �- 033 1070 111 640.1551 OP6.749 5100 -�•- y --- 574767.175 Or 3001 Nat ijr . , .. .641 0011010 0310X.6 MAW .191. Mal OW 01310:.5 071106 • 54.5011 414. 14p9 0111010 000110 4..3517• 4 11APACT ly4VnDW 1.) TEST RPM: CLAXPEC, Me.,O71U11 SW 8� F7L 2935, )J5 004387E 5iM74344 Ar.WEM.D 53125 s ?6.000 171. -2163 1/8" 50:1D[E 51RIMOTN AYNCALEO, 37.400 x 63,47 2.) SOWERS ARE ACQUIRED AT ALL At$TAUATAMs 5J PRESSURES UNDER 40 PSf" AR1 nor APPUT:A.;F 115 M&Ml -DmE COUNTY 4.) SET' SHE[T 4 OF 8 MR SWUM DETAILS 111[. 1Y (IH 01.70013 05:3.11 26500 r 4011 ANT 1a1717011 474552 4E000 i 114': 7011 051 40310 17011 1115100 43 MUG 100 31. Spr WV. WU Lai tur*a flood 03100 00 13.7171 PAL 15 /5' FTJ. 2961 fTL -2963 Rob on LC P.E. PE 439712 Scmama, • INDUSTRIES CO P443■58 *010[3131013 311)030 051 311Mk31t31 - 1T1. 19 111.33.4 163440 YEM LY ItF 60073/1 70076 14 atom 14 alum 14 Stow 131 77.600 771 •7!00 07.47 710 1.1LSS1 030 A551MALE17 WJ.3.wt1 1513 11i30111.a D.31p 411• baud on DonspaumbnIlnalashe 363 Gan rate *5710 01930. Po.0ho0Y1y114.4. Lanni e. 011 V.m5.4*45 N. .o4 613w 641Naa.Ya, 1 Murano sr. 0r 0H0 .craw* et Mr Towne. 101703055..545. 3.0100.4.f410a) 1. 04* a3 .15305 satzli corral. and 1140T mt. 05.5047 4513 .r 31341173 ode. 4•4_44313.7./3c00 0114 14.60. 03.30' 413301 .355 4511 1/8 GLAZING DETAIL Tr 7070 Kr-000W02 031470. P.O. 3030 1525 01240116, R 34775 11130140. R 34234 -56917 S4.b .4 S00 Z 4950 1 -1100 1170 5.539/41.011 sH -4000 ,h..Q 451.11.10: F.K. NW? 113.5 4-. F.K. 4 / }A /O1 03.04551.: REDRArA FLANGED w/ DSB GLASS ALUMINUM SINGLE HUNG WINDOW (TG -A) 1 644 33. 3."174' Shook NIS .3 8 1 2736 '1D 9 111.-ii 1 00 0 0 0 aauhi 1 Msut1031ccove 1 61rr Lt ' 0 2 ..J 0 81 PR0&3 T mini J _ 341� " ,7.1060 3311010{.3005 w2U)550( Ore 3 Act aufGEuo A rIL,, m C3 MAX. FIXED LITE MAX. VIRGH1 VERTICAL SECTION 1 1 Lir__ MAX. FIXED LITE DAYLIGHT OPEMING MAX. VENT DAYLIGIII OPENING Ruben L hdc. P_E. PE /39712 SinklUral • MNO wir ES MAX. DAYLIGHT OPENING MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON- IMPACT WINDOWS Daum kr Atm/ WP seadsittas: F. it f8431/1 REDRAVIN 4/18/01 2. 000' 1.) TEST REPORT. GLAZING, MAXIMUM SIZE - A) r71.-2961, 7,18 DOUBLE STRENGTH ANNEA1ED, 53.125 sr 76.000 • FIL-2963, 1/8 DOUBLE STRENGTH ANNEALED, 37.000 .t• 63.000 2-) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS AWIIMEDASCSILIKYKIWIRIIII KUM FLORIDA esinalla wet 1),ItE Blf moucrookOzot (1(49 24161046 rue doweommarFic AccEpuJia - 5 11 0 1 0 0 el% - 0 0 — 41 - 00esir CO SECTIONS FROM SHEET 3, 1/8 GLASS 'ALUMINUM SINGLE HUNG WINDOW (TTG-A) Iwo natzotecr P0. Box ma NDOWIS. fl. 34275 FAMOUS, )427i w1-4000 NTS 4 a 8 [inietikeels1: Scot.: °nail; No. 2736 11L040 w 4004. . _ 0. • T 014 139171404440 r.. 2!! &Wino.. 144051 WLNav 20.000 410 14. 175 414 4 1 00 Pa. 4 01 qua 02 ra• . 14151 J5J 4901 5047 4044 02.411 -00.70 2840 0410 24200 p1 -75.40 - • 3 .40 25 42.011 1501 0710 26500 141 .74.90 510!7 410+4 55.44 - 15.10 5034 37.91 31104 454 .65.517 4047 - 40.04 41.40 45.40 5030 41. 0 21900 in -63.16 0911 X0.30 30.10 4500 50.01 40000 pi, -6290 4405 3440 3100 5190 4400 9 C4 -60.00 � 30.20 14.00 40.50 20.24 40400 (3) -5110 5017 .2) 21.10 .24.20 21144 i11*1 (4I -1260 27-a 3.1.142.2.51 . . _ 0. • T 014 139171404440 r.. 2!! 515,000 2 WLNav 7100* 25.000 AI 3 34.274 (41 3 30.161 (4) 4 44.440 - 7 111=111 W Wag ` `�* 1 143 r r•.. • ••o • •as as.A 0 141 40 0410 12..0 (1) - - • 3 3020 4 41.60 0 0710 1x000 (5) � � 4 4790 4 4570 3 3170. 3 37.91 15.07.100 (a/ E E • s 1 1=T ® ® 0 0144 3 31. 4 41. 0 421013 •4. 50 0113. 10951 70070• L J 1 4 l f 110. 95.054 531737 - 5410. Is113 105 W031511 5,1219) 04.18' 5,4. 7143 04011964 O?L11192 40030' 0001 012114 32207' - ILO. 1340 675 041110141 4*02.00 37370 10* Y10JI 001109 051000 32000 1001 1425,12E 0131540 050143 21.7555 AWL 1410 142112 50149 17311014 Or 01744.'3 041. 23 2 /5 Out F1rt1121 3011/04/ 0551412 34)73 1172. 013 3 1.375 • 1' , - -2962 NON- ALLPAC► FIRJOOWS P.) TEST JRIP14T GllA2V C. A(h70101131 SIZE 9) 51(1 2962. 3/32" SlWkE SIROCI J ANZIALEA. 53. 125 r X750 77E - 2964. 3/32" 561100E S7RfWGDf A4JO2AG£Q 37.600 x 70.070 2.) SHUTTERS Aflf fiEel.RRED AE Att NISIALLAAJOWS • 3) PRESSURES L.WDER 40 PS51 ARE 1407 APPIJCAI3LE 61 3114W- 71 COUNTY 4.) at 39087 6 OF 8 1419 SECTIOm foams 1 . 4.4x. 45.301 WE 1£300 11170 807109 OF 04E= 0 74 1l1 FTL - 2961 Gl Ro kri L Clark, EE. PE 239312 SLlvclural �• x•.. 040455105, 0424.70 UP APPW - -- TRIES 9511411445.00455.410 0617714 Ili.K40t'uricin. o/ •..ears or4.1d.. M•Y•4t• 00.05 L51aa104004 M C1r.41715.04 1000ah and Chu T411 ASTI& 14700 4 rm1011.0 0.l5 oLo• 000440 0.n .011yo Abgtf00 red Wow TM Preston. N Onir• a4• for SW swoon 0.01 7147C4••. (017 maws 107 a.rd Wnasa 0171074 •.dare 007 204... 20om00 000 sad 04. m .0574. 450 000000 • 1. 00x.4.04. 044.4..4 K a 1400. 40471r 41 0 ad aoa siL 3/32 GLAZING DETANI, Re.J4.0.a RfDRAIRJ 1)rc.fyDb1' FLANGED W/ SSB GLASS '71 Ej 9 40 m 0 0 .0440704)55 00 $O NU)i0WDi1111 1603 309 --( O/JES. i'2S 07 1(.4 ,1. « 1lCLUCI10001060 DM$4OI( imams 00DEIS01(MUNxomcf .� ACc6PwIt to i QSIL• m ALWMJNUM SINGLE HUNG WINDOW (1G -A) (030 DP.NE P.O. 901 1329 f•4s/lbdei RoY: 9+101: , 1000 3 rS 5n 112141X061 00=4.4S. R 34235 1XN(9LG. ft 34274 57t-4000 I NTS 5 or 8 , 2736 1 40 0 MAX. HEIGHI MAX. FIXED LITE VERTICAL SECTION MAX. FIXED LIIE DAYLIGHT OPENING MAX. VENT DAYLIGHT OPENING -- MAX_ DAYLIGHT OPENING INDUSTRIES FIXED LITE MAX. DAYL1GH1 OPt.MWG MAX. WIDTH HORIZONTAL SECTION 1020 ATHHOLF:Y WaiL. P_0. PDX 121 ' ROKOI3S, fl. 34215 NOROW+ 11 34274 2.00©" r NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM' SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 53. 25 x 48.750 13) F7L -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE REOUIREO AT ALL INSTALLATIONS 0 3 03 0 0 0 ANZOASCCI PUVY, rrta TKL lL3AH AORIO SIg a. 4011E e oak 30 0 00 gy W.51 t. cL...,a� to Pe000.000x11401.1MIC H 01- oSUL40 c 11 SECTIONS FROM SHEET 5, 3/32 GLASS o 0 ALUMINUM SINGLE HUNG WINDOW TG-.A2 1 HEAD EXTRUSION 1.462 .062 r 2.000 -j . 1162 1 .5(11) J JAMB' EXTRUSION .976 1.1.39 2.000 i I.699 ® SASH TOP RAIL EXTRUSION 1 1.359 t.6o t. t 1F 22.129 J REFERENCE TEST REPORTS: FTL -2459, Fit-2960. FTL -2961 !7L- 2962, FTL -2963, FTL-2964 1 2.500 676 I r ,050 Imo - . 050 - .-� () SILL EXTRUSION _061 - . —.-1— .926 . .063 750I+�- ��T 1562 1.023 i t- .052 -- 1.010 -4- -► O. - STANDARD MEETING RAIL � SASH BOTTOM RAIL EXTRUSION it 2.100 .500 9/ al Ruben L.fink. PE PE439742 SUuclwal !TEL! DESCRIPTION f FLANKED F131ME HEAL) 2 FLANGED FTALIE SILL 3 FLANG£O FRAM JAMB 4 FIXED L(. ZING RAIL SASH LOP RAIL SASH HOTTI W RAIL SASH SJDC RA& SASH STOP SASH CAM #45FR1 (Z.H. & RN.) 8 it _ 750 OLAO PAN RE40 SUS 14IS1HER57RIP, IAM)t BULB N SWEEP LA701 x _625 PHILLIPS FIAT HEAD SPAS BALANCE WEATHERSTRIP, 187 x _270 R11 I4ThTHFRSJ8P..187 x _200; FIN BALANCE TAKE -OUT CAN' SIIICOII GLA7ING SEALANT 5SB 3132" ATAVEAII0 CLASS 0S6 1 8 ANMI7I F1'1 GLASS 558 & 058 GLl2946 8L40 3 16` 0 GLASS f6 TEMPERED GLASS 25 ® 16 GLAZING 8F1+0 26 8 x 1.000 OW PAN HEAD SI15 27. 1 x 1.5 OPEN CFA! FOAU PAD 28 SCREEN ASSEMBLY SASH .SIDE _ RAIL EXTRUSION ■ 3NDUSTRIES 1070 1E0.020W4Y Oink NotWOYS. 6. 34225 r.K. ,PROFILES & PARTS LIST reC PCT / VENDOR 62703 G083 -T6 62704 6063-T6 62705 C063-TS 6534521 6063 -T6 6539522 6063 -76 6534523 6063 -T6 6534524 6063 -T6 66387 6063 -16 42800 P07 7834PA SPENC 67P249 71096 7858 61062 67919 712E Ulf 62899 65200 65196 roRIAA SCREEN OR 791PQ S' C ,; OR = Re.N 8i 4: F.K. 8 / 3 1/1 Ooic 4/18/0 TI414 PLASTICS 1MINWAWURE D£ CASTING SPENCER OR = CALDWELL TEAM PLASTICS SCMMMECEL C4WDWIti DOW. GE OR EOM! FLORIDA SCREEN 018 = Ft�di�allr. R£DJ7ASfN VEND( 534521 534522 534523 534.524 AF- 6387 157826- FS79 19- 05 -200 05 -196 7007)(s.co tapirmee0fce aux Set l0 2.04 8Y 10,31 •f Lard, KOLA= ormoL Lwow 14,1041Ge0ot 621415utlff oFfitE Avitatu s tin o 1— 05 r 4. J ALUMINUM SINGLE HUNG WINDOW TG-A 5001/11c0L• State: SA 1 OrodnP ifo. Pa animus, ° 11 5H -4000 NTS 7 • +8 2736 ea oa ca ea ca ca i 40 '11 A 0 TYPICAL HEAD CONFIGURATIONS 1 2t WOOD • I ri • . 1. 250 „ I 3/16" TAPCON ITO PAA'HEAU OR /12 PANKA9 ;VOWS V) REFERENCE FEW REPORTS: 171 Fri fTE ni. 171 11E Robcri L. Oa k,P.E. 21 mCifORS ARE 11O SCREWS OR 3/a5 TAPCNS; Gi2 SCREW PE N39712 S BAY BE IBM ow ANCHORS ARE [MATED 5 ifiLMIUkf FROM EACH cORNER .4+10 5" AriaNtim a ni EIMER MGT OF 1171WC RA "ural MAXIMUM ANCHOR SPACING OF 16 AP JAMBS AND 20 AT 15E4.0 AND SttL. .250 110f. 1.250 2 M 11'000 BMW TYPICAL SILL CONFIGURATIONS itT D USTRI ES TYPICAL JAMB CONFIGURATIONS ammo F.K. J1// E ilrna K. Nsiong D4/1: 4/18/0 Onnipkes: ANCHORAGE DETAILS a • RECRA1171 APPRINOIDAS COMM - • n.crom e.anixt 001 I O .611:1£3-31z, DD IY I• 4.44 A, Fnowanwmoconssrti - guLawmope daktruma ( A C C O I N D I D I NO. 0 OSI ALUMINUM SINGLE HUNG WINDOW (TG 7-INDI,007 O PO. N l fibt DOiI29 NOKOkt .3C215 mimeo:US n. 3024 SH-4-0.00 sckdiS Sew& ao. 8 a 8 2736 svftwu.g.k. 107D EO C:1 4 a ELECTRICAL TYPE. Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE. Service Repair QT Y. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top I Urinal Swim Pool, Residential Dental Chair Chiller Grease Trap Generators, etc. Pump, Sprinkler Receptacles Switchboards Clear Violations Heat Recovery 1 Utility - Water Refrigerator, Comm. (p/PH) Dishwasher Temp Serv., Construction Indirect Wastes Compactor Relay Repair Low -volt, Burglar Ls I Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Water Closet _ Low -volt, Fire Renew - Temp Service Septic Connection Demolition Low -volt, Intercom/Teleph. Repair Circuits Septic Tank Dishwasher Low -volt, Television Service, Number of Amps Sewer Connection MECHANICAL TYPE Minimum Fee QTY. TYPF. Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTR TY.Pl, Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool I Urinal Dental Chair Grease Trap Pump, Sprinkler 1 Utility - Sewer 1 Discharge Well Ice Maker Pump, Sump 1 Utility - Water r ' Dishwasher Indirect Wastes Relay Repair I Vacuum Pump -- Ls I • ispasal Interceptor Roof Inlet Water Closet _ Domestic Weil Laundry Tray Septic Connection Water Heater Drainfleid, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, I+ :con a/,i°_ninaum Fee Shower Water Service Drains, French Miscellaneous Equipment Sir k Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review SECTION '.oning Electrical BY ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ a_ o D Metropolitan Dade County (C.C.F.) $ 4. 0 - ?) $ ALALiiiil ISSUING OFFICIAL EVIEWED AND PREPARED BY: DATE (sq.ft. = x/1000 x0.60) (¢.005 /sq.ft.) (0.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ j I , ' DATE: Mechanical Plumbing Fire Public Works Structural Building Official CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7J'0 y,/ Time Type Insp'n d, ekti"1Q V Permit No. R7,2 DQZ ' 6Rc Name MariL U /MO/ W) 3'95 4/€ 97 $ 6.1 iv . e) 5 756 - s'y3 -S't/ Address Company p ,,� Phone# , ?C .3C� CJ i J 7d feted For Inspector: j` .6 -6 2) Approved Correction Re- Insp'n Fee ❑ Name & Date fri9 /1/ 64e)