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HomeMy WebLinkAboutSUBMITTED PAPERSr DATE: —I RECEIPT: I PERMIT NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue j Fort Pierce, FL 34982 CA/V/v (772) 462-1553 � � e y APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: S R U -' 1e_oaWter Cam/ ' _ �/�f✓� 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: lf/skll 13 //77/GYc L_);,1, &2< a Ad- 41- &U42c7' 4. TYPE OF STRUCTURE: SFR iQes MOBILE HOME OTHER 5. OWNERS INFORMATION n 6. Name: J1_9M E.S Es��✓'P5dS Address: �� Jrs� 'p d/ S.� ,,S d City:State: Zip: 4z L,50� Phone: Email:aCa'f CONTRACTOR'S INFORMATION FL Reg/Cert #: C/-C, !SU r/ f(-572) County Cert �0 3, Business Name: L lQlrlf l& ClJixeW qe-_ Phone Number: S� / ay-0 543co Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS f 8b - 6 G. 8a b'o D •?- oho No Ali o�,,�. os SKYLIGHTS SLIDING GLASS DOOR -t Go fL /S 4" SWING DOOR t iS FL i d/O4 MULLIONS •r 59.3 :- 76. a'Ua o2 OVERHEAD GARAGE DOOR [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 'Ai ZF'Oa FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is r ect and that all work will be done in C 'jam compliance with all applicable laws regulating construction an ni g. �) �- � t7 'V •C�dh �t h PRINT OWNER OR CONTRACTOR/QUALIFIER NAME SIGNATUR ER OR CONTRACTOR/QUALIF R STATE OF FLORIDA, COUNTY OF 7.4 /✓17 �2�tli� c "7 ACKNOWLEDGED BEFORE ME THIS $_ DAY O buCnr , 201 �' , BY i� C.o �'r Pt/ WHO IS PERSONALLY KNOWN TO ME O HO HAS PRODUCED AS IDENTIFICATtQN11 k,� HOWARDSIMKOFF MY COMMISSION # EE 830795 SIGNATURE O OT Y TYPE OR PRINT NAME OF NOTARY SF, EXPIRES: August 27, 2016 Bonded ThN Budget Notary Service< TITLE: NOTARY PUBLIC COMMISSION NUMBER F,. &_f' � g 7 CI NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOSEPH E. SMITH, CL OF OF THE CIRCUIT COURT - SAINT.'^~' -!CIE COUNTY FILE #k 3932652 OR JK 3610 PAGE 2811, Recorded I_ .0/2014 at 10:29 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. I la 40 3 -000— l State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. Legal Description of Pr rty: and street address if available): 0C[1,Aau P� D- hc�Se II lb Lof4;O(MM 13JQ5) Sao? Ae-4 lrer ereck 2-ir FfP�ca 3i�9S/ General description ofimprovement:/l9i5id// LQ DIa f dcl��tin��l Qnc6 a/ir�S Owner Information or Lessee Information If the Lessee contracted for the improvement: Name Address sSSJPco /!%ji.sii y S"tlSSF Interest in property: d)-Jner Name and address of fee simple titleholder (if different from Owner listed above): contractor's Name: Contractor Address: Phone Number: SG / 3b-0 44310 F/ AMP P Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ AIA Name and address: Phone number: Lender Name: /I%A Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (07., orida Statutes: Name: 7 Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Sign ure of Owner or lessee, or Owner's or Lessee's Authorized OfFlcer/Director/Partner/Manager 191, Za 4, - (Signatory's Title/Office) The fo oln instru t was ackt�owled ed before me this a�- y o1r 201Y, /1 s etc - -� &AJ6 2 E S B. as for Name of Pe Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed Personally known_ or produced Identification (Sig lure of Notary Publi - St e o o ' i (Print, Type, or St lic) Type of Identification produced M( kill 2S L(C�llfSrG pa' ate TGMAS RUIZ UZ IAGA MY COMMISSION M EE23538 EXPIRES: Srptmbv 12, 2014 STATE OF FLORIDA ST. LUCIELDUNTY OR Date- MAR 16 20141 Opetaing 1. Fixed Window Mulled (Series 249) NOA 12-0208.14 2. X Outswing Door Mulled (Plasfpro Fiberglass Door) FL 15210.4 3. Fixed Window Mulled (Series 249) NOA 12-0208.14 4. Single Hung Window (Series 605) NOA 12-0213.05 5. Single Hung Window (Series 605) NOA 12-0213.05 6. Single Hung Window Mulled (Series 605) NOA 12-0213.05 7. Single Hung Window Mulled (Series 605) NOA 12-0213.05 8. XX Sliding Glass Door (Series 390) FL 15726.1 9. Single Hung Window (Series 605) NOA 12-0213.05 10. XX Sliding Glass Door (Series 390) . FL 15726.1 11. XX Sliding Glass Door Series 390) 15726.1 12. XOX Horizontal Rolling Window (Series 805) NOA 12-0321.02 13. Single Hung Window - Series 605) NOA 12-0213.05 14. Single Hung Window. (Series 605) NOA 12-0213.05 15. Single Hung Window (Series 605) NOA 12-0213.05 16. Single Hung Window (Series 605) NOA 12-0213.05 17. Single Hung Window (Series 605) NOA 12-0213.05 MRH 12' 28' -- 10' - 13 12 (37 x 50) (106 x 50 ) 14 (72 x 80 ) (7 (37 x 26) Bedroom Den 10 15 (72 x 80 ) (37 x 38) 9 8 Bath Room (37 x 37) (72 x 80 ) Bedroom 51' Kitchen Dining Room 16 (37 x 38 ) Living Room Garage ' 1 3 4 5 17 (13 x 80 112) (13 x 80 1/2) (37 x 76) (37 x 76 ) (37 x 38) 0 -- 2 (37 x 80 1/2 ) o, Main Door Egress v �, ro � o 13' p `o I- 0 M C 7 6 y U- (37 x 76137 x 76) � C > IV • n 2 Bedroom u m LL Bath Room 0) U) � M e ULL CO Nam-' N l0 O tL N LO NOT TO SCALE ATE: Feb 27, 2014 AGE DESCRIPTION: Site Plan AGE: GF1 I =4T1W "M n'TITIM 7108 Fairway Drive, Suite 120 Palm Beach Gardens, FL 33418 Information Owner: James Endress Address: 5207 Feather Creek Drive Fort Pierce, F1 34951 Tel. (561) 848-4900 floridawindowandcloor.com Building Information Wind Zone: 160 MPH. Exposure Category: C Minimum Building Dimension: 28 ft. Mean Roof Height: 12 ft. I Risk Category: II 11 DesiLyn Pressure Calculations 11 Opening Location Device Device Device Max Positive 11 Max Negative Number Zone Width (in) Height (in) Elevation (ft) Pressure (psf)[ Pressure (psf) I Int 13 80.5 7 32.6 -35.4 2 Int 37 ... .. ....... . ... - I-- I ......... ... . ... .. . 80.5 - 11 .. ........ 7 31.9 -34.7 ....... ................ ......................... 3 ........... .......... .................................................................. Int I I........................................................ 13 I 80.5 I.................................-...................... ............................................. 7 ............ 32.6 .......................- - -- .............. -35.4 4 Int 37 76 7 32.0 -34.9 ...................... - ........................... 5 ........................................................... Int ............ .............................................................. 37 ....................... ............. ............................................................. 76 .............. ................ ... ...................................................... 7 -. - ................................... 32.0 .................. ................ - .............................. -34.9 1 . .. ..................... .. ........ ........................ 6 .. .. . - ................. . ................. End 37 ................ ... .... . ... .......... ...... ..... ... - 76 . ....... .............. - ............ 7 --....................... .... .... ................... .. . ............. 32.0 ......... ............................................................. .... 1 -41.9 ........................................... 7 . ..................... .. .................... Int - .......... 37 -. .............. -- .. ....................... 11, ................. . 76 ........ .... .................... - ................. ............. 7 .......................... ... .... .............................. 3 2. 0 ...................................... ........... -34.9 ............... 1- ... ................. 8 ........................... Int . .... . .... . .............. . ........... ........... 72 . ... - .......... . .... .... . ... ......... .. ............ ...... ..... ................ 80 - .............. .... .. - ....................... ... ............................... 7 .... ... ......................................... 30.5 ........... .......................................................... ..... .......... -33.3 9 Int 37 37 7 33.5 -36.3 ............... .. .. ...... . 10 ........ ....... ............... .......................................................................................... Int .. .. ........................................... 72 .. .... ................ ..................... ................................. 80 .......... . ............ ........... 7 ... - ............. . ............... -- ..................... .... ............. ................................................... 30.5 ... ........ ..... ........... . . -33.3 i . ....................... ........... ........... ...................................... 11 ....... ............ . ............. - End ................... ............................................................. ..................... 72 ............. ............. - ............................................ 80 .. ........................... 7 .. .......... ..... I. ............. ......... 30.5 .. ............... . .... .. ..... ... .. .. -38.8 ........... ........................... 12 I ....................................... .............................. End . ..................... .............................. - ............ 106 . ...................... . ..... .................................. ..................................... 50 -. ........................ -- ...................................... 7 ...... ---- - - I-- ..................................... 30.6 .............. . ..... ..................................... -39.2 .... ............ --- . .... . ......................... 13 . .............. .. . ................... ................................................................... End ... ... ..... .... ..................... ........................................ 37 ---- .......... - - ............ 50 ............... . .... .. .... . ............................ ... ................. 7 .............. . . . ................................................. 32.9 7 ................................................. ............... -43.7 14 End 37 26 7 33.5 -44.8 -- .. .............. . .. . ............. 15 .. . ...................................................................................................................................... Int ................................... 37 ................ ..... ............... 38 ........... ....... .......... ... ..... ...... 7 ......... ................. ... ... ... ........................................ ... 33.5 .......... .............................................................. . ......... -36.3 ...................... .. -- - I ....................................................................... 16 -- .......... Int ..................... ............................................. ............... 37 - ............................. 38 . ..... 7 .. .......... I ............ ........... I ................... 33.5 ................... ........ ................... I .......... -- .................... -36.3 ................................ ................ 17 .......................... ... ............ ........................ End ... - ..... .. ... ......... .. .. ...... . ....................................................... 37 ..................................... ... .... ... -- ...................................................... 38 .... .. .. ............. .. ............... 7 ........ .... ............ ..... ............. ......................... ..... .. 33.5 ............ . ............................................................ -44.8 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010ed. i Page 1 of 1 M IAM I-0 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERIL) Miami, Florida33175-2474 BOARD AND CODE ADMINISTRATION DIVISION. T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlmni(lade.g_ov/pera/ T. M. Windows, LLC. 601 N.W.12" Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to 'revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-249 Aluminum Outswing Roors w/.wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Nntice of Accentance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Y �1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold ,type (Exterior (+) water.limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. . LABELING: Each unit shall bear a permanent label wifi the manufacturer's name or logo, city, state and series and following statement: "Miami-Vade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and i,emoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offidial. This NOA revises NOA # 11-0218.05 and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MlAMMADE COU ,� 41 �k\ NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 age I T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2, Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites &M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC, 2010 notes only. B. TESTS (transferred from file # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Tatic Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door'rs w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1, Anchor verification calculations and structural. analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0621.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer V, expiring on 01/14/17. ;. Notice of Acceptance No, 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al-Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad; P.E. (submitted under file # 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 11-0218.05, expiring on April 21, 2016. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. _ `�(� 1- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 12-0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 E-1 I LOCK OPTIONS — SEE SHEET 5 GLASS D.L.O.DIMS, D.L.O. HEIGHT (DOOR & SIDELITE) a FRAME HEIGHT — 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 11.875" D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH = 20")/2 IES-24,4 ALUMIPIUM FRENCH DOOR 1Q/ SIDELITSS 41 7/8" FRAME WIDTH 6" MAX. 15' MAX. SURFACE APPLIED HEAD/SILL HEAD/SILL FALSE ML!!-4S CORNERS A MAY BE USED I I \ II \ II \ 11 11 1 C I \ 1 I I IiL.�iI lYi \ n/ I o g d v I II 77 m I I II / I 11 i u I 1 1 1 / II 4 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). . -IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3O.C. FRAME WIDTH I Itr. I A HEAD/SILL 1� HEAD/SILL CORNERS _ I I 1 m p OPDIN• \LOCK 5 SEE SHEET 5 \ 11 \ 1 ----- T \ 1 1 I \ it INACTIVE ACTIVE 30" 11 DL. OPG. v p D.L. OPG. D.L UPC. a $ 3B 5/e' 38 5/8" LEAF WIDTH LEAF WIDTH 38 5/8' LEAF WIDTH TYPICAL EVATION TYPICAL ELEVATION ( X ) ( XX ) `C—lolwh5 flee Fl d& S1NGM LEAF DOOR DUAL LEAF DOOR --0209.14 DOOR OPTIONS OOQRS/SIDELNES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. E4gr.,dAvgD, AH SHUTTERS ARE NOT REQUIRED. YLAL Ai� 07,001192 i AP •.14:Z4fi" o T ' o � 3 drawing no W11-03 ANCHORS AT MUWON HEAD/SILL ANCHORS AT 4°, 7- & 10" FROM ENO OF o AT STILE ENDS FRAME AT DOOR AND SIDELITES I FRAME WIDTH (6) AT 3' O.C. TYP. AT HEAD/SILL r0 - - 1 1/4' Malt - I 1/4" MAX 41 7/8" 80" MAX. 41 /8" f. 2 SIOEIJTE FRAME WIDTH XX DOOR FAAUc WID SIDELI FRAME WIDTH Q y AAg_g °- 6" MAX. 3" IS° MAX. SURFACE APPLIED a HEAD/SILL HEAD/SILL FALSE MUNIINS CORNERS _ MAY BE USED 06 O� .I 0 I r a��Q o ca HINGE OPTIOAS \\ ii it Q ; G SEE SHE 5 1 II _ 11 LL 2 (� p / E 4 ii Qb 2 H----L---- __+__ a 1 �Ir 0 0 \LOCK OPTIONS SEE SHEET 5 I - ii -- it \ u U) = o 0NOp.-Q �I?3o ^ II 11 _ �00 Lii — to a I- 4 ACME INACTNE - - _ _ I 30" 30" - - 29 7/8" D.L. OPG. D.L. OPC. D.L. OPG. D.L..OPG. o $ € 38 5/8" 38 1/8" LEAF WDTH 38 5/8" 38 1/8' ���ilrfslMYc LEAF WIDTH LEAF WIDTH LEAF WIDTH dO� �wtivree.efw Y TYPICAL ELEVATION O�pntia�0yh ( OXXO) b K c p ^ ^ Tim! ppn� VPITH PANEL STDELITES > 8 S O SIDELITE OPTION "'••., Y i'1q CPC 0542. o •��- j1., a v • 1 drawing no. W91-03 ',IbPs�.l`,��OOSa. sheet 2 of IC FZQ/SRL ANCHORS ANCHORS AT MULLION AT 4 7" & 10" FROM END OF �� o (6) AT 3" O S FRAME AT DOOR AND SIDELITES _ T1P. AT HEAD/SILL _ Z FRAME WIDTH O 46 5/16" 80 MAX. ~ �n XX DCOR FRAME WI H d o 0 6•• MAX. 3" HEAD/SILL TYP. 15" MAX. SURFACE APPLIED W v CORNERS HEAD/SILL A - FALSE MUNTINS -- - - MAY BE USED O: .` / O } V a yow o --- C) O ca a yyp NINGE DPTI0�15 -_ 1 _ IL Z Ui 1 0 SEE SHEEP 5 h-->•-tT u $i "v v o LOu'IC OPTIONS o \\EE SHEET 5 \---n--_- s+ Q = �=QU g 1 11/ 11 QNLs •6I 11 — O—m \ i _---�--- Z jo li Z Q {:mo. INACTIVE ACTIVE _ __ �n M�Y9DUGT REVISBp � �1 41 5/8" 30" _ - 29 7/8" \ z ..ieta+eMwNY thl D.L. OPC. D.L OPG. D.L. OPC. y o�eM12-„�2�,���1� o 46 3/8" 38 5/8" o Zvi' LEAF WIDTH5/8- SIOELRE WIDTH Gh m LEAF WIDTH :� - C °m' a e TYPICAL ELEVATION ( OXXO) m m 3 m WITH DIRECT SET SIDELITES ` m 0 SIDELTTE OPTION • FlA P' 70591. 1. , c.w�:'Ass3e •. � a 4A-Rl dra ��0�1 sheet 3 of 16 1 41 7/8" - 31" FRAME WIDTH WINDOW WIDTH 0 hL 28" Q 6" MAX. IS' MAX. O.L OPG. (FM) g o 0 HEAD/SILL HEAD/SILL Al 10 1/2" CORNERS 14 MAX. 5" MAX. HEAD HEAD/SILL CORNERS n E1 I F7 � O pap 0 40 C q7 A a h/ 64 N oWE I I Cl a N O u I 14 1 S W I v 28 7/8' s N m a 18 I jj VENT WIDTH Z ^ p ^ V I Z a• �3a .�O1.. g 0 30" ��W °0 NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. 38 5/8" Dp = +65 LEAF WIDTH —80 PSF �w • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD tYOYU =with 11�s p1a1Q► lkldit C,od w TYPICAL ELEVATION A �rW - '/y g ( ' eaPinMa� Bate X FOR DESIGN LOAD CAPACITY SEE SHEET 5S``�4 t Nv:a ,SINGLE LEAP ➢OOR WITH SI GiR HUNG WDN TNSERT - c @a< c m • � O S.H.WINDOW INSERT OPTION far- JAVAAVD'AHHAD FlA li'H 1706 I I 33 'pp�c.;ls•M9�D�i2'.1'� ' � a � • o drawing no. W11-03 sheet 4 of 16 DOOR W�IDTH`� I 1_ ACTIVE (X) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES CLASS TYPHS 'A' OR 'Al' EXi.(+)I[NT.(-) GLASS TYPHS 'B' OR 'BL' EXT.(+) INT.(-) 42 109 80.0 80.0 100.0 141.0 EXL(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF LOCKS STANDARD STEEL THROW SOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTEROR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION i2 MULTI -POINT LACK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) 112-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO 8E ENGAGED DURING PERIODS OF HURRICANE WARNING) HINGES: OPTION Al DOOR WIDTH / \ I / '\ INACTIVE ACTIVE DOUBLE LEAF (XX) DOORS UITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME MOTH INCHES FRAME HEIGHT I INCHES GLASS TYPES A. 'AI', 'B' OR 'BI' EI(T.(+) WL(-) BD 109 80.0 40.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMTT EXT.(+) LOADS TO 58.0 P-- 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION N2 3-1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE, FRAM T ACTIVE SINGLE LEAF (X) DOOP.S WITH S.H. INSERT DESIGN LOAD CAPACITY -PSF GLASS TYPES 0 DOOR FRAME WIDTH FRAME HEIGHT 'A', 'AI', 'B' OR 'BI' 1 INCHES INCHES) 42 109 65.0 80.0 GLASS TYPH '?' ®S.R- —V EXT,(+) LOADS SHOWN ABOVE ARE WITH RICH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF rwDucTwvIsm EsFkatle� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 APRX8'2'0'j-Z, 141wv Z R Q Q W N 6 �a 0t h V � m paao� e drawing no. W11-03 STATIONARY PANEL (0) OR DOORS NITR SIDEUTES DESIGN LOAD CAPACITY - PSF PANEL/OIRECF SET GusS TYPES FRA51E HOCM ODOR WIDTH SIOEUTE WIDTH A� A1�, V OS 'Dl' m. (+)-1 INT. (-) INCHES INCHES - INCHES -- 81 41 7/8 (X) 48 80.0 69.7 80 (XX) 85 4 /a (X) 48 60.0 69.7 80 91 41so (�X) 48 80.0 89.7 97 41 7/8 (X) 42 80.0 79.6 80 (XX) 103 41 7/8 (X) 80 (XX) 42 80.0 79.6 109 41 7/0 (X) 80 (XX) 41 7/8 80.0 60.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET S. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Q 1E 5 i s DOOR W. SIDELITE W. \\\ \\\ u m4% (XO) (Ox) SIDELITE W. DOOR W. ( GX0 ) ( OXXO ) y ry o e a m R11Ier-pow"-ft r4.ftyx o A�ep+anatb 2'07G . pnINw Om Emr J* AFUdgp ". E PI o 1 33 _•'F7N 11EC 7059!Z.:1 drawing no. �/ sheet 6 of 16 6" HEAT-STREN'D GLASS .090 INTERLAYER AR--X PVB BY 'SOLUTIA' L 3/16" MEAT STREN'O GLASS �o GLASS TYPE 6" HEAT STREN'D GLASS 1/4'-AIR SPACE - 3/16' HEAT STREN'D CLASS .090 INTERLAYER SAt1DI PVB tie 'SOLUTW 3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 Z M 122 HEAT STREN'D GLASS 1 INTERLAYER TRYGLAS BY 'DUPONT' •3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 CE 1200 W Z m a e� Mi c 88 SMS AT 4-1/2" FROM ENDS \ Sul uflp AND 10-i/2" O.C. / EPOM SETTING BLOCK 1/8' X 3/4" X 4" LONG 2 PER LITE, AT 6" FROM ENDS GLASS TYPE 'AL' GLASS TYPE GLAZING OPTIONS GLASS TYPES 'A' OR 'B', (ABOVE) SILICONE a: w Z GE RGS7701 a GE 1200 Z z z i 35 GLAZING DETAILS AT SIDELITE •3/16" HEAT STREN'D GLASS 1/4" AIR SPACE 3/16" HEAT STREN'O GLASS A��V 3 Z n .090 INTERLAYER 'DUPONT' �L SENTRYGL S BY 1/8" HEAT STREN'0 GLASS NG i 3/16' HEAT STREN'D CLASS .090 INTERLAYER 06 SI I RC37701 SENTRYGIAS BY 'OUPONT' a GE 1200 rl/B" HEAT STREN'D GLASS Q �` w w �v'• SILICONEGE RGS7701 Q N GE 0 a B tegpj� m x 10 L3z { m ALUMINUM W SPACER g a pe SMS --11/2" AT 4-1/2 "FROM ENDS AND 10-1/2" O.C. � n EPDM SETTING BLOCK -1/8' X 3/4' X 4" LONG 11 -• n ' 2 PER LITE, AT 6" FROM ENDS N e GLASS TYPE 'B1' GLASS TYPE T' 3 O m (S.M. WINDOW WITH SINGLE DOOR APPLICATION ONLY) { c CJ �I �I ycV o ONE 1 'I ^� 00 z IIsla m I F'°a r r ai!7LIp1�wm 111eMr. the. RtrinLlo� Date LeL ti1YM Dad Plodnta CdhftFd AVQ CML'•. S a fLA. PE p 7059i CA7, 3538 '•,11. .. ',•9 � $ is drawing no. W11-03 A j.' sheet 7 of 16 31 TYPICAL AN HORS S HIGH THRESHOLD A(PP)R'O FOR WATER RESISTANCE UNIT LIMIT MAX. EXT(+) LOADS TO 80.0 PSEF(DOUB!£ DOOR) 1BY WOOD BUCK EOGE DIST. (SEE NOTE SHEET 1) L' SPACING 4 N I a s i I Z n j a �y rn Q(G 0 �i a p CIL 0 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM QLL 3 N AND TRANSFER THEM TO THE BUILDING STRUCTURE. W.1 =' F TYPICAL ANCHORS. SEE am FOR SPACING 1 /4" DIA ULTRACON RY 'ELCO' (Fu=177 KSI, Fy-155 -- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. PENETRATION INTO WOOD ^ THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY -j W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a= 1 /4" DIA SELF DRILLING —SCREWS [ORAOE 5 CRS) o p INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK. = 1/8") Z m m INTO METAL STRUCTURES e 3 Z a m STEEL : 1 /8. THK. MIN. (Fy = 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �� a TYPICAl EDGE DISTANCE INTO CONCRETE AND MASONRY = 2° MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ' 8 a CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. c ° 5 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. c raenBrrwevTcee � ...ggry..t* ea norm► 7 I I Espw dm 1' co 1 °�o © Ig © 6 A n I i SV ALTERNATE MieYl Dade'V ` < < m ALTERNATE 0 5 OPERATING UNITS Eng.. JA gfD 7,57- F' c U , TYPICAL ANCHORS < TYPICAL ANCHORS • N a8 92, o n I SEE ELEVATIONS I SEE ELEVATIONS a a y EDGE DtSf. FOR SPACING 4• EDGE OtST. FOR SPACING 3 x S STANDARD THRESHOLD LOW THRESHOLD APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE •' , drawn no. OMIT I=. EXT(+) LOADS TO 50.0 PSF ," W119 0.3 3 3/8' MAX. © 3/8" MAX. SHIM ALTERNATE ANCHOR LOCATION q �I SHIM lay 37 3 _ .WOOD BUCK 3A METAL- STRUGTURI ACTIVE LEAP 38 TYPICAL ANCHORS ,8 QQ; SEE ELEV. yy FOR SPACING v GI LL .: G� o 7-:.-..ELEV. J 1S O 2, CALANCHORSFOR EXTERIOR 5 - " SING. JAMB _ L' D.L. OPG. ALT. FRAME 2 m Q w 7SEE LEAF WIDTH f L DOOR FRAME WIDTH K OP7TIONS SHEET 5 3/8" MAX. 1 SH,M 3 M 3/8' kw-. • SHIM MULTIPOINT RACK O Li 3 3 oR WOOD LICK y;11 ~ )N—ACTIVE LEAF ACTIVE LEAF t00D UCTURE s ON_m i TYPICAL ANCHOR $ � SEE ELETC . '• 16 � N Z 3 O 3' Z d m FOR SPACING 16 4 �00�r 0 I-. ina. C il 27 ♦A 16 5 5 TYPICAL ANCHORS o m 2 EXTERIOR SEE El Ev` LEAF WIDTH OR SPACING F _ LEAF WIDTH BUT[ HINGES SEE LOCK OPTIONS PNOT HINGES SHEET 5 (SEE HINGE OPTION SH 5) DOOR FRAME WIDTH lA9DUW'RCVl�PD � O '3 0 c m ��L{ whA t!e FleRfl4 ke�vn»aoR.l C, /Rl OPERATING UNITS 4 hRrd P'ddodC . ` k1A PE y70�92 •'�� v 3 $ 3 4�AN�R. drawing no. W11-0ZOt7 sheet 9 of 16 ANCyOR. LOC t > 26 NPit a 0 W } WW ©I ' 16 26 7 u z WE6s ° a ' :• , 1/2° FROM P2C v TYPICAL ANCH SILL. ENDS FSEEOR SPACING EDGE D,S7. FOR SPACING PANEL SIDELITE UNIT (_STD. THRESHOLD) ALT. FRAME JAMB ALI FVK ar/LL.OP PANEL SIDELITE UNIT (HIGH THRESHOLD) PANEL SIDELITE INSTALLATION DETAILS #10 x 1' PH Sms �4%V , Z � 3 �o O� < Vo a .J {L Z 0 f R ail r �1 U VGO L Y z_ 33�d PI z� F•c60 �. 7Y�AUCRgCY1GCL �y*�t�whY licPlolfL olm � IIa �Rr N.I -020 J norm,fl/n Deft +• '7H� A AG 8 i c H a= vo<m PANEL SIDELITE UNITS °� o . C. JAVAD AHMAD •. • tea•.• • o � 2 jt,ti• PE 7050z�. c � • ' ' droving no. W11-03 APR 1`�'E12.' sheet 10 of 16 DIRECT SET SIDELITF INSTALLATION DETAILS 10u 5 TYPICAL ANCHORS Z - _ SEE ELEVATIONS EDGE OW. FOR SPACWG 9 a Q . ra G KO 28 �ur4 Q '>' cy0i i 9 Qaeo 25 Q' p in u n aw3u qqI I 3/8" 17 Z SHIM cy_ Ili • 3 O f ' ' TYPICAL ANCHORS ! I� I SEE ELEV. FOR SPACING n 5 25 16 n w O I fir' 21 s u of 35 O ON1+1 G g_ IJ w 3 EXTERIOR DA. OPG. 6 LEAF WIDTH zc^ O !I _ `• sZ a . G map it SWCONE PNOT HINGES ? rli 1 4 I DIRECT SET SIDELRE WIDTH DOOR FRAME WIDTH � B10 X 1" PH SMS AT 4" FROM ENDS AND 16' D.C. MAY- . 8 o rnsnu4vnev�ea m ✓� Code r I �M1w DMf 35 j 'j 25 li � M 5fw t�, I�ad e�Y{I Dads C I © � s DIRECT SET SIDELITE UNITS _ •u � c ° ° 'EDGE OW. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING p: f drawing W11-03 DIRECT SET SIDELITE UNITS sheet l l cf 16 �- 4 000 .060 T- 1.750 -_ L2.375 1.843 �1 FRAME HEAD iM-Dss .093 8.250 DOOR 19 TM-29235 a1.750 � 625 �0 1.282 062 L�r ' �I! I PANEL GLAZING BEAD 37 iM-155A 4.000 .062 aw 1.750 2.375 1.843 .145 9 SIDELTE HEAD/SILL O GW-30769 3.465 3 _ � PIVOT HINGE .. �� Z 0 k 1L 0 c 8 .1 0 O a Q Q Q 0 h- is ' Q Z a {L - j Z LZ ivy a a f W 3 U o 1 q m .062 4.000ILI LLJ p- 2375 1.988 2125 .125 • 0.310 L�GW37888 0572 O CENTER HINGE 2.125 125 0.248 .572 37889-AIII g OUTER HINGE O HINGE PIN I HINGE CAP F.H.12 110 X S BMS f It � 2000 �' o 0a I1IIIII o o MO�1- q1 3500 7.65 - $ o 0-1 2.126 8 O HINGE BUTT HN .650 .715 .050 I 1.799-�f SIDEtJTE GLAZING BEAD (INSUL LAM. GLASS) BOTTOM RAIL C� Fio Q I ?c I I �I ( 4 � i Is r OI M V, � fJ > ¢ I in in r g x I I C3 � z n 3 z a Z a ?: F w a k' 1500 250I .062 STD. SILL ADAPTER ® DA5796 4.000 2125 �� 1.000 .500 .t66 LOW THRESHOLD Bf7^.•'a I-1.500 i .125 B75 I I-f" -�I 1.376 MID RAIL CORNER CHANNEL - I^1.750-•�I O DOOR JAMB/SIDELITE FRAME BA5499 .625 .062 'I� I r I !.750 I AOBO--! .OB3 O DOOR HINGE STILE TM-32995 1.750 .093 -L .625 .062 4 000 - LS62 -� DOOR TOP BOTTOM RAIL TM32994 w3 .062 1.030 .250 1.829 HIGH SILL ADAPTER 29 O TM-193 1.658 .635 1275 I, 1 �I-I-'- 116-----••IIII 1•�i5 38 GLASS PANEL ADAPTER TM-194 I INSUL 4-WO L15 --2157 1 I I t•5e5 625© 62�1.750 � FRAME SILL (STO.) BA5797 cmmg ' � 4,659--ry 093 2.0 �iM-- 91380 Ji54 rl .060 SILL COVER 1.57 375 WEATHER-STRIP ADAPTER O GW-31826 'HMULLION TM-121A .075 4,000 ACTIVE LEAF LOCK STILE 4 TM-172 R o > - ry o v 4.000 .062 2,625- f.988 999 -� -186�,O6Z .938 3B ALT. FRAME COVER BA fYQ4QUCd NLVICYB •40g61y(+ F ftht6e „ �4'O� .. @ p�J O� Fiigr- J Wlntnp.� 1 � • �L/�t'PEE,.gg 70592•, .. �p S�� CA`N.:3538 / - xx yy 2'' • HP ,pAA 4.659 .093•. .075 I 2.040 •625 INACTIVE LEAF LOCK STILE O 7M-36046 �3.790 �300 1.5T .300 ,125 -.779 k- REINFORCING BAR 31 TM-182 o o n n O }` 1.287 �- .050 .715 1Lil .7 SIDELITE GLAZING BEAD (LAM. GLASS TM-157 ® k-f.7S0� ALT. DOOR JAMB/SIDELITE FRAME .B11 drow;0g no. sheet 12 of 16 3 y/cno�� ro�u i� W L IL p° V A. LL Y 11 0QU1ti R a2> ® paao a W 3 u'' ILL to 21 Qw O_ s� m FRAME TOP CORNER v $ N $ID ITI�F CORNER 'o m a 3 M m i5 �Wd Q to = n g3xLT < CI N W I p�OO i Z�0^• 7� T'2¢ u� �a O DOOR LEAF CORNER G DOOR COMPONENTS o�€ u� riTrwucr 4feM tba m < o � e�QAMyMswR� f►e t44f W Lgtnllesn4ftft Z-d20 /y e c r IVIL Enyr' CAD lQ1MAD d ,n FU'.PE / 7059] • �• t n ' drawing na. FRAME BOTTOM CORNER MID RAIL CORNER p1 �'p..• W11-03 SINGLE DOOR W/ S.H. WDW. APR', • 17'2V,1Z sheet 13 of 16 IT6E1 � PART � QUANTITY DBSCRIPF[ON . MATERIAL D1ANF./SLJPPI,IB[t/RBMAR[S6 1 M-099 1 FRAME HEAD fi063-T6 - 2 BA5797 1 FRAME SILL (STD.) 6063-T6 - 2A 8970KB -1 LOW THRESHOLD- - 6063-i6 - - -- 3 BA5499 2 FRAME JAMB 6063-T6 - 3A BA AS REOD. ALT. ODOR JAMB/SIDELITE FRAME fi063-T6 - 3B BA AS REOD. ALT. FRM/E COVER 6063-i6 - 4 M-172 1 ACTIVE LEAF LOCK STILE 8063-T6 - 4A M-36048 1 INACTIVE LEAF LOCK SILLS 6063-T6 - 5 iM-32895 1 PANEL HINCE STILE 6063-T8 - 6 TM-32994 1 PANEL T�/BOTTOM RAIL 6063-76 - 7 GIN 31826 4 WEA7F{ERSTRIP ADAPTER 6083-T8 END OF ODOR STILES (TOP/BOTTOM) e ID 107 3/ LEAF' BUTT HINGE 6063-T6 SUILWAN & ASSOC. BA - 3/ LEAF PIVOT HINGE 6083-Tfi IDIRA 9 GW30769 AS REOD. SO]ELRE HEAD/9lL 6063-T6 - 10 GIN 32222 2 DOOR LOCK INSERT 6063-T6 LOCK STILE 11 CW-34B0B 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4" LONG 12 FB 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. 1S M-T21A AS RE00_ 'H' MULLION 6063-T6 - 16 32001 AS REO'D. FOAM FILLED BULB W'SIRIPPING - .187 X .25D T-SLOT i6A 32084 AS REO'D. MULTI FLAP FOAM FILLED BULB V/'SIRIPPLYG - - 188 320t1 AS REQ'D. FOAM FILLED BUCK W'SIRIPPINC - .iB7 X .350 T-SLOT 17 iBGF 2/LEAF FlUSH80lT GUIDE, LOCH 574E ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 M-29236 1 PANEL BOTTOM RAIL 6063-76 - 20 AS REOD. 810 x 1/2' F.H. UNDERCUT S1A5. STEEL AT FLUSH BOLTS 21 2/LFAF 1/2"0 TMtFAUEO ROD, WASHER do NUT STEEL TOP/BOTTOM END RAILS 22 - - DEAD BOLT LOCKING HANDLE - I(YIIK-SE( 23 - 7 MULTI POINT LOCK - ACTIVE LEAF, 41' FROM 80TlOM 25 - 36 OUST PLUG (OPTIONAL) PLASTIC DOOR JAMB iHSTALL 6GRElV HOLES. 26 AS RE00. �10 x 1' P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 80.5798 AS RE00. STD. S4J. ADAPTER 8063-iS - 29 BA AS REOD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-T5 - JO TM-180 1 SILL COVER 6063-T TYPICAL. ANCHORS 3 EDGE DIST. SEE ELEVATIONS FOR SPACING 0 ALTERNATE '• '-;AHCHOR-•LOCATION - - - 2 o II F � � 1 6 O26 Al ,s , 16 Y� f{ Q 06Q2.i s SEE ELEVATIONS FOR SPACING .02 m LLz�=I aMRS 9. s n 3I � a � M7 1 � < I � M. (c7 1 p 2 1 vDODucr REvw g a. G ee <egpwn yft NelTaMa P OR Agktihacft aghese Ne]Z-020 `IT1 °1 a z _ra 19 cs �� C Niaf pt"n C1 ,g<m s. T6 SINGLE (4) OPERATING UNITS WLS.H. WDW. o g 0 x 1-1/2' FH SMS , , SEE ELEVATIONS 2 1D ns . JAVAD•ATUdAD o FOR SPACINGice^ x CML S Si I I N FUt. PEy, 70692,E n x a ' I TYPICAL ANCHORS EOCE DIST. SEE ELEVATIONS I FOR SPACING HI —THRESHOLD OPTION sheet 14 of 16 3/0" MAX. V, >YI SINGLE_Li OPERATING UNITS W/ S.H. WDW. ;AL ANCHORS ELEV. SPAr[Nr IONS +'tWDUCf REVWn ZAP l..wltktE•RmW •awM•nu N• 2-61O T E4I.•tro�B•t• . 4 .s ,...t1Ms' s m � n 0 si a $ Y >s drawing no. Wl l —03 .887 I .082- -1 I- I .625 1.875-T 1.1 FRAME HEAD 750r 1.0OI D '030 1.749 .937 a.1 FIXED MEETING RAIL 1 �750 Iln��c4�r0J�r_ 1.125 9 6- 'n s � II.B6 2 -L75O M 5.1 STD. VENT TOP RAIL *.7817.882 .674 SASH LATCH 1.362 2.725 2.250 L1 VENT BOTTOM RAIL w 746 �r .13D 83E -. v FIXED RAIL REINF. F .095 2.5I41 I I�.140 j___-F--1S83-�7� DOOR STILE REINF. r- 65B .750 .062 'I � SASH SIDE RAIL 969 EVZ, f Si'3 .D55 1.469-1 FRAME JAMB T.Q-62 26 2I T-k-1.937-d FRAME SILL- .062� jI�S .250-Ik GLASS STOP ANGLE FRAME TI ITEM d PART g REBD. DESCRIPTION MATERIAL MANE./SUPPLIER/REMAHI6 1.1 OW-31798 1 FRAME HEAD 6063-TS - 2.1 TM-117 2 FRAME JAMB 6083-TG - 3.1 - -- 1 FRAME SILL 6061-T6 - - - - 4.1 GW-36123 1 FIXED MLG. RAIL 6063-T6 - 5.1 TM-113 1 STD. VENT TOP RAIL 6063-TS 8.1 TM-112 1 VENT BOTTOM RAIL 6093-TB - 7.1 GW-31802 2 VENT JAMB 6063-TG 8.1 TM-115 2/VENT SPRING LOADED EGRESS LOCK 0 8' FROM ENDS 6063-T6 - 8A7 - 2/VENT LATCH LOCK ® 6' FROM ENDS CAST - 9.1 - AS RED). GLA2WG STOP ANGLE ALUMMM - 10.1 - 2 VENT STOP (5-1/4" LONG) PLASTIC - 11.1 - 2 SPIRAL. BALANCE - CALOWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV-3045 AS REDD. BULB WEATHERSTRIP VINYL - 14.1 W43201 AS REOD. RN SEAL WEATNERSRBP WOOL - 15.1 W43371 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 18.1 - 1 FRAM£/VE11T ASSEMBLY SCREWS CRS $10 x 1" P.H. SMS 17.1 - - FIXED RAIL REINFORCING ALUMINUM 13.1 - DOOR STILE REINFORCING ALUMINUM - I" 2. FRAME BOTTOM CORNER . VENT BOTTOM CORNER o� m� 1 S.H. WINDOW COMPONENTS � of m #I R� u 3= dN� s -01 m 3 ' O 1� «Iz<g. �F=Loa drawing no. 11 W11-03 11 'Florida Building Code Online Page 1 of 3 �I'1drfMdnt( BCIS Home ( Login i User Registration Hot Topics Submit Surcharge j Stats & Facts I Publications FBC Staff € BCIS Site Map i Links i Search fines Product Approval 3J ;USER: Public User ilation Product Annroval Menu > Product or Application Search > APORCItl 2 I.2 > A Detail FL # FL15210-R3 " Application Type Editorial Change Code Version 2010 Application Status Approv Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century Blvd. _ Los Angeles, CA 90045 (440) 969-9773 Ext16 ronoconneli@plast3ro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Archltect or a Licensed Florida Professional Engineer 594 Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/201.4. Ryan J. King, P.E. n Validation Checklist - Hardoopy Received FLIS210 R3 COI Certificate Oflndependence odf Standard Im ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2003 TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param—,vGEVXQwtDgv3yV VKJZI Q... 9/18/2013 'Florida Building Code Online Page 2 of 3 Florida Licensed Professional Engineer or Architect FL15210 R3 Eauly of STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/02/2013 Date Validated 05/02/2013 Date Pending FBC Approval 05/07/2013 Date Approved 06/11/2013 Summary of Products FL # IModell, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 618 "Impact" Opaque Fiberglass Single Door - Inswing/OutswUrg (X - Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.1.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 -Impact Resistant: Yes' Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports _ Other: See INST 15210.1 for Design Pressure Ratings, any additional FLIS210 R3 AE EVAL 15210 1 0df use limitations, installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood 618 "Impact" Opaque Fiberglass Single Door with Sldelite or Sldelltes - Graln/Rustic/Mahogany Series 0. Fiberglass Inswing/Outswing (OX or XO; OXO —Configurations) Door Limps of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 Ii INST 15210.2.0df Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.2.odf use limitations, Installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.3 Smooth/Wood Grain/White Wood 618 "Impact" Opaque Fiberglass Double Door with or without Sldelltes - 1c. Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (XX; OXXO - Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 H INST 15210.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party, Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.3.0f use Ilmi dons; Installatlon Instructions and product parUcr.lars. Created by Independent Third Party: Yes 15210.4 ' d. Smooth/Wood Grain/White Wood 618 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R3 II INST 15210.4.0df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.4.0f use limitations, Installatlon Instructions and product particulars, Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Graln/White Wood 6-8 "Impact" Glazed Fiberglass Single Door with Sldelite or Sldelltes - Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (OX or XO; OXO - Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210.5.odf Approved for use outside HVHZ: Yes Ver6`ied By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.5.ndf . use limitations, Installation Instructions and product partic0ars. Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood 618,"Impact" Glazed Fiberglass Double Door with or without Sldelites - Grain/Rustic/Mahogany Series 0 Fiberglass Inswing/Outswing (XX; OXXO - Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II DIST 15210.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.6.0f use limitations, Installation instructions and product particulars. Created by Independent Third Party: Yes 15210.7. Ig. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Fiberglass Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210 7.0df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any additional FL15210 R3 AE Eval 15210.7.odf . use limitations Installation Instructions and product particulars. Created by Independent Third Pa : Yes -- 15210.8 http://www.floridabuilding.org/prlpr_app_dtl.aspx?par==-wCTEVXQwtDgv3yVVKJZ 1 Q... 9/18/2013 'Florida Building Code Online Page 3 of 3 Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sldelite or Sldelites - ain/Rustic/Mahogany Series O Fiberglass jOutswIng (OX or XO; OXO - Configurations) -Imits of Use' Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional lse limitations, Installation instructions and product particulars. 15210.9 I. Smooth/Wood Graln/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass .Imits of Use Approved for use to HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure[ N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional Ise limitations, installation Instructions and product particulars. L5210.10 Smooth/Wood Grain/White Wood LGr"aln/Rustle/Mahogany Series O Fiberglass .Imlts of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: See INST 15210.10 for Design Prssure Ratings, any additional FL15210 R3 11 inst15210.8.Odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes :valuation Reports FLI5210 R3 AE Evai15210.8.odP Created by Independent Third Party: Yes 310 "Impact" Glazed Fiberglass Double Door with or Outswing (XX; OXXO - Configurations) Installation Instructions FL15210 R3 II InSt15210.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes VO "Impact" Opaque Fiberglass Single Door - :onflguration) Installation Instructions FL15210 R3 lI INST 15210.10.0f Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5210 R3 AE EVAL15210 10 odf created by Independent Third Party: Yes I15210.11 Grain/R w1vol hogany Series 0od Grain/white 0od Fberglass l810 Outswi ga OX orXO, XD - Configurations) Single Limits Limits of Use ans...... n auaal va.aw..a Approved for use In HVHZ: Yes FLf 5210 R3 11 INST 15210 12 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmldt,.P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210 12 odf ' 15210.13 m. Smooth/Wood Grain/White Wood _____ _� 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - . Grain/Rustic/Mahogany Series 0 Fiberglass Outswing (X - Configuration) Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FI15710 R3 tI INST 15210 13 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any additional EI I5210 R3 AE EVAL 15210.13.ndP use limitations Installation Instructions and product particulars. Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White: Wood . 8T "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Grain/Rustic/Mahogany Series 0 Fiberglass Door panel - Outswing (XX - Configuration) Door Limps of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210 14 Of Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any additional FL15210 R3 AE EVAL 15210.14.odf . use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes _ Contact Us :: 1940 NoLManrae street Tallahassee FL 32399 Phone: 850-487-1824 The State Of Florida Is an AA/EEO employer. Copyright 2007-2010 State Of Fi2rj!ja, :;Privacy Statement :: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your'e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. -If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided maybe used for ofOclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you area licensee under Chapter 455, F.S., please click here . - Product Approval Accepts: 8 Nr) mr.Tilmn, http://www.floridabuilding.org/pr/pr app_dtl.aspx'param=wGEVXQwtDgv3yVVKJZIQ... 9/18/2013 R W . R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional En;ineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Plastpro, Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing -'*Impact!' Scope: This Is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ". this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone4 as defined in ASTMI E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.4 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water. infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No Test Standard TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC-06-255-1.7412.0 ETC-07-209-19303.0 2. IlAlami-Dade NOA 09=0127.13 3. Drawing No. No. FL-15210.4 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98. 638-03, 1929-96 & 2843-99 Materials Saflex interlayer by Solutia Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No.43409" 2/17/2012 NF 1596 Soeet 1 of 1 5200 W.:.CENTURY BLV®: CA 90045 37 FRAME W(t31}t LOS AMGELES, 5m0ofiWhatte.iti�taad vrat n Russia / Nlca og. any* _. ��ries Off s Voar __. .. .. E IMPA p GE'Nf7tALNO1ES: ... � H i. ifiis product * been*6kloted.and ism comwhetffoMWlcgCmrFu z. requiremei1t51nc1udRT9ihe"High VetoCRY Huojcane ions: (HVFtZ}: .. 2 t'roci4!ct anciiog shall os%fiad:and spaced:&ihowrra5:detads. Anchor a .ot'dmOf to base mQtetiai m rn a, shall be: >sKhd Wdl &dW* orsiucco. $..When %sd in the °H%o tl* product compfl% vAth 5ecHan. I d2b of fhe:Horide� $u dSra Goda:or ' does.nofi reueean.im cvr cov,_ . 4. When used In gteas outsscJe:of the `[dYttZ" recp.k*m vend borrse debns pgoteciionthe product complies +nth: s. a Section 13091:2'of the 7R1t3 F. G and does naf[equRe animpflct res«tant coveting the produofi mesh . m level "[)";and incfutJes in OW 4 as rl8ffmd In ASTFA E anci3echpn:16fi41 rnubga _ .. - s: Foi 2ii stud conshuchon anchonng of here un isshait bettre same asthar shown for 2x truck masoriry 6: Site condihdns thtit deviate from thedetols of fifas drowatg `equse further ngmeenng aR by a irGensed ieng0eerarregw�terect arctuiecf 7: puisvutr�q canfJgr�rot+dns r7r et water ¢ �t}raHon reqummm, for HVl ti". Apt other or�tiguinttons do rTa# n eef'fl Walec«tfiltr"ton gwr ..M. c the "ttYti aretl [rWst be �rufcsitedcmty fn nothhabifab�,f,e�,�..,,re..as or -- - 6ttKlb�tfll1�E10cat�ns.proteGted0c3(1Oyettifltet}O<GanppySUChihatYnei@ng P3efweenneywty'P.Cf Canopy oraverha fast6 istessthan A5 degress_ .. is G t.. vaR�S;�'{l�$n' tom.&r,�tw'ILIttYRY 2� - _ 3: rite: ;ai 4teug it¢SVs7t3G .t x i%� t 4�? E���i x/ sum 4 6i 3 . tt�t52tpd; �' 2 & 3 fOrtt�'dwate arld ttte fi'attta n prcfssure�rnit�tiwns ro 0.4 - OJ° CAP (PVC) HINGE STILE (LVL) 3S.7Y DOOR WIDTH 2 - - EMIOR 11 - INTERIOR'- 1 HORIZONTAL CROSS SKTON 2 N U o it W o a 2 X 3 O ` SEE HARDWARE TABLE o � l SEE HARDWARE TABLE I� � DOOR PANEL CAP (PVC) LATCH STILE (LVL) KMKSEF KNOB: SIGNATUMSERIES �, 75 DEADDOLT: SIGNATURE SCHIAGE DEADDOM '6'SERIM(8 0/62) ± 75 LEVER: MUMSPAMFx 75 DEADDOLT: FD7SEM HOPPE MULTI-POIHTLOCIL- 3-POMTTONGUE +50 WLF MULTI-POiNTLOCC TAHBLNIUM300U'SER16S #75 See sheets 6 and 7 for mufftl)dnt lock detaik P INTERIOR I 1 111 EXTERIOR FIBERGLASS SiON , (0.125 MIN. THK.) FOAM CORE (POLYURETHANE- , • !; t A PCF MIN.) - =�as' ` o `ls $i3eai Y - zm 5 2 ES�4 ci 8 mia my` J � V UO zo 0 BOTTOM RAIL ------ AIL t '. z (COMP.) Dme:02 N.T.S.12 sous .T m ar: JK 2 VERTICAL CROSS SWRON a.L Erf. LFS 2 DPAWM NO.: FL-15210.4 s— 2 or 10 a 242? MAX --- - --FRAME WIDTH- - - - - ---- - -- - - - -- - -- - - --- - - - - - - n - --el 2D-`0" � 12 3 s/a" GLASS BITE ,��, i �+ DLO. WIDTH 13) l2 w ��bmNZ 1" OVERALL GLASS THK. 1/8"ANNEALED GLASS p 0.090'PVBINTERLAYER z om `�•s t F SAFLEX BY SOLLIiIA z° i V H = 1fir ANNEALED GLASS o 9 m c E 5 4 r -"" A AIRSPACE a m a `a m o $ S 1/8" TEMPERED GLASS °a (TYP-) EXL FRAME INF FRAME (� p - ALUMINUM SPACER S 4 U� o 40 5 12 INT. S � � G7 GLAZING DEiA1L 4 25" "P ) ODL UYE FRAME ODL ± 75 24" MAX. FRAME WIDTH 20.75" MAX. ' RSL ± 60 D.L.O. WIDTH U EXT. Er O v 1/2" GLASS BITE 1-1 /4" OVERALLTHK. GLASS — �E 1/B I/S ANNEALED GLASS _ = 0.090'PVBINTEtLAYER� O 6 SAFLEXBYSOLURA LL (TYP-) 1/S"ANNEALEDGLASS—' 4 � O g rn AIRSPACE ,0 L Lj 1 /8'' TEMPERED GLASS zq 1/2"NONGROOVESWIGGLE- Q W/ DELCHEM#80 POLYSULFIDE !II 1 /8" BACKHLL INT. RSL LnE FRAME G2 GWLNGDETAIL c 15 ERL FRAME 16 7NT FRAME 17 SCREWCAP arj6 O� LC: :3 m W. JK K. BY; LFS FL-15210.4 zr 3 of 10 1-1/B'MIN. �'-—EMB.(iYP.] 2 1 C INTERIOR 40 7 p . ' 6 EXTERIOR H �� t 27 .. . E 2 3 HORIZONTAL CROSS SECTION q Shown w/ IX sub -buck CSINK L INTERIOR EXTERIOR EMB. PP.) LE: N.7 S. BY: JK m L BY. LFS 3 xm W FL-15210.4 N a II 4 of 10 N EXTERIOR LW INTERIOR 1 VERTICAL CROSS SECTION $ =,—wproved g shown - inswing also ap EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION $ Out-ng confcguration EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION $ Shown w/1Xsub•buck 29 z d EXTERIOR 5 VERTICAL CROSS SECTION $ Shownw/ADAthrashold .e 4 VERTICAL CROSS SECTION \,j_j lrmvtng configuration INTERIOR c er: JK K ar: LFS inc No. FL-15210.4 a_r 5 ov 10 i Irr, am. 1 0 4n� O c 0 Q 4 = 2.1 T c� 0 s w it HOPPEMUIII-POW iOCKSEi p '" 3Pomt'Tongve' c o � T �I I.T I+— Oi ` rl YW=W i J oC31.. Eq x of O O O , MULTI-POlMSiRBCEPlATE �ZLATCHANDDEADAOI.iSTA1KEPIATE �' 23 •a longue sysFem MANUAL RAISED TONGUE GEAR SYSTEM MUCK 1X BUCK ?X BUCK 1 X BUCK MUCK 1X BUCK SMKEJAMB � er:. JK c BY: LFS 4MN10 NOa FL-15210.4 EEr s of 10 60 MUCK 58 1XBUCK f{ W & F TrAennium 3000 SERIES 3 pt. Lock STRIKE JAMB DETAIL � n m zn' onm Ct E un•;a r Lj me Ea___VVVLL = o e t� G f5 e 02 76112 i LE N.T.S. ° L er; JK 'm L BY. LFS 3 sm NW FL-15210.4 0 fr 7 a 10 " (ryp1 J. a p TYP. HEAD & JAMBS MASONRY 7 OPENING 2XBUCK a BUCKANCHOR/NG SMKE JAMB CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a different suppler may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortarjo7nts. Concrete anchor locations noted as "MAX. ON CENTER'must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable. SEE HINGE L 21( BUCK eo DETAIL (TYP.) G 1X BUCK MASONRY7 TYP. HEAD & JAMBS . OPENING FRAME a U a O 2)(BUCK, TX 1 ADASILL ^ ONLY e FRAMEANCHORING Masorvy construction I 2X BUCK BUCK BUCK BUCK LATCH 3 DEADSOLTDEFAIL HINGE DETAIL Inswing 1X 2X HINGE JAMB HINGE DETAIL Outswing 9-M, i sr JK c er: LFS FL-15210.4 xT 8 OF10 - -- - 4.5e — — - z' n OULSWING IHRESHOID DIP 1=,) N 4.68" T OUTSWIMG 1HRESHOIO 0 32 DU (QoSe) n r..a Oi I OUISYY/NG THRESHOLD � Enduro Rseries) 16 F7 j /%/// U 0 36 fNSWINGIHRESNOID a Endura j[-Sdies) 5 OWSWING 1HRESHOID 31 colurnb a )575) �-- �.--Momff- =� rMr 38 INSWING THRESHOLD Columbia �L MOMI INSWING THRESHOLD 37 DLt' lucs) vme� .-- A, o u o c`C1 d I N>ri o�U J � 244" 2.13" 0 _ Zu29< N POLYFlBERJAMB � � m � ; 8 '� 1 Plastpro n 'm a s m° o c a e )+----4.W-�i ^ l o iy �236"�2.2'� Zo ifl Z WOOD JAMB � 5 m a wEAiHERSDUP Er I Farce s 4.56" 29 ADA THRESHOLD DIP F w 2.Off 8 DODR BOTTOM SWEEP M N.T.S. et: JK c er: LFS WHO Noa FL-15210.4 fr 9 of 10 n gym= N »Sad ul :� ag E E MASONRY -3,192PSI MIN. CONCREfECONFORMINGTOACI CONCRETE MIAMI0 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W.12" Ave. Pompano Beach, FL 33069 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miam idade.gov/neral SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas.where allowed by the Authority Having Jurisdiction (AHJ). 1 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for.quality assurance purposes. If this product. or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012' signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1VIISSILE IMPACT RATING: Large and Small Missile Impact Resistant a 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United instalied'with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no, change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,.and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. revises & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM4DADE C4 NW NOA No 12-0213.05 "' • ' Expiration Date: July 05, 2017'' Approval Date: May 03, 2012 Page 1' T. M. Windows, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI)' ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp,, dated 04-24-06 and last revised on APR, 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Flung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA-416W dated 04-11-00 issued by Certified Testing'lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, F.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05-15-09, signed &sealed by Arshad Vigar, P.E. (file#09-0604.24). 3. Glazing complies W ASTME-1300-02 & -04. D. QUALITY ASSURANCE l . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01, issued to Cytee Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014, F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no, financial interest, prepare Id by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, P.E. (file # 09-0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA 4 09-0604.24, expiring on April 21, 2016. 2. Test proposal # 07-3765 approved by BCCO dated Feb. 01, 2 07. Is1 aq I. Chanda, P.E. Product Control Examiner NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012'1 E-1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 60.5 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. HURRICANE ZONE (HVHZ), 1BY OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT N07 LIMITED TO STEEL/METAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/0" TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 53 1/8" u.�. uw. Avenl) 50 1/B' PENT WIDTH TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO t61.0 PSF MAX.) D.L.O. WIDTH (FIXED) WINDOW WIDTH — 4.875" D.L.O. WIDTH (VENT) WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 - 4.5" o LAMINATED GLASS g INSUL. LAM. GLASS aue�BLVLievLW¢° LARGE MISSILE IMPACT A1�;M1MtywM9 w. neArE .. _ *0#44uft P4. if —al i En9r: JAVAD. AHA1A0 I o FLA. PE M#% 10592 a A ` CAN. k s8 drowmg no. AP 5 2012 W06-34 sheet 1 oT:77� (WITH DESIGN LOAD CAPACITY ALUMINUM - PSP REINFORCING) 31 32 `71ULJ _ WINDOW DIMS. - - GLASS TYPE 'C _CLASS TYPES- 'D' k 'E' CLASS TYPE 'F CLASS TYPE 'A LASS TYPE W GLASS TYPE '1' CLASS TYPE 'J' WIDTH HEIGHT EXT,(+) 1NT.(-) EXT.(+) 1NI.(-) EXT.(+) TNT.(-) EXT.(4) 1N,- 1NL(-) EXT.(+) 1NT,(-) EXT.(+) TNT.(-) 19-1/8' 28-1 2" 26 70.0 70.0 70.0 70.0 61,0 61.0 BO.0 "0 80.0 80.0 Box Box 80.0 80.0 80.0 6I.0 61,0_ _80.0 80.0 .0 80.0 r 80.0 60.0 80.0 80.0 80.0 70.0 70.0 61.0 61.6 BOA 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 B0.0 80.0 50.0 80.0 BD,O U. 19-1/9' 26-1/2' 53-1/8' 70.0 70.0 61.0 61.0 80.0 80,0 80.0 8 00 B0.0 80.0 80.0 80.0 80.0 80.0 a0.0 70.0 70.0 70,0 711.0 61.0 61,0 61.0 61.0 80.0 80.0 010 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 ., 80.0. I 80.0 70.0 70.0 61.D 81,0 80.0 80.0 0.0 80.0 80.0 aO.0 80.0 19-1/0' 70.0 70.0 61.0 61.0 80,0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 �0.0 _80.0 80.0 80.0 80.0 '80.0 80.0 'y-1/n I 7C.0 70.0 81.0 81.0 80.0 80.0 180.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 26-1/2' 56-5/8' 70.0 70.0 61.0 61,0 sI.O a0,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 91.0 80.0 80.0 80.0 80.0. 80.0 6010 60.0 80.0 60.0 80.0 SS-1/e' 70.0 70.0 61.0 61.0 80.0 90.0 80.0 BO.0 80.0 80.0 80.0 80.0 00.0 60.0 19-1/8' 70.0 70.0 81.0 61.0 A0.0 80.0 -F-o-o.-oT 80.0 I 80o 80.0 80.0 80.0 80.0 80.0 - 26-1/2" 63" 7D.0 70.0 61.0 61.0 80.0 H0.0 80.0 80.0 BOO -80.0 80.0 60.0 60.0 80.0 30.0 " 37" (6) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 - 53-1/8' 70.0 70.0 61,o 61.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 19-1/8' 70.0 70.0 61.0 61.0 80,0 80.0 SOD 80.0 80.0 80.0 80.0 a0.0 80.0 BOX 26-1/2" 72, 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 37° (7) 70.0 70.0 61,0 61.0 BU.O Box 80.0 aO.0 1 80.0 80.0 50.0 80.0 80.0 , 61.0 61.0 - - 80.0 _P0.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 _ 61.0 61.0 80.0 80.0 Bo.O 80.0 80.0 80.0 80.e 80.0 e0.0 80.0 25-1/2')76-3/4" 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80.0 80.0 I. 80.0 80.0 80.0 BOA 37" (7) 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80'0. 80.0 80.0 B0.0 I 80.0 mo 80.0 53-1/8` - - 81.0 61.0 - 77.6 77.6 80.0 80.0 74.5 j 74.5 80.0 80,0 ' 24" 70.0 70.0 61.0 61.0 80.0 80.0 80.0 So.() 80,0 80.0 80.0 B0.0 80.0 60.0 - 30' 70.0 _ 70.0 61.0 _61.0 _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 36" /o.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80,0 BOA B0.0 42' (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 00.0 80.0 80,0 80.0 80.0 80.0 _ 80.0 , 48" 70.0 70.0 61.0 61,0 80.0 80.0 80:0 60.0 80.0 80.0 80.0 e0.0 80.0 BD.O 59' 70.0 70.0 81.0 61.0 BOO 80.0 80.0 - 80.0 80.0 80.0 80.0 00.0 80.0 80.0 24" 70.0 70.0 61.0 61.0 50.0 80.0 80,0 80.0 50.0 SOO 80.0 80.0 80.0 80.0 30" 70.0 70.0 61.0 61.0 80.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8 �'A4o1B 35" 60„ 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 80.0 wINem r141Nr. 42" (6) 70.0' 70.0 61.0 61.0 80.0 80.0 80.0 80.0 BD.D 60.0 80.0 8D.0 -0.0 80.0 ft 48" 70.0 70.0 61.0 81.0 80.0 80.0 BD.O BD,O- BD.O 80.0 80.0 HOG 80.0 80.0 qq 54" '70.0 70.0 61.0 61.0 80.0 60.0 80.9 80.0 80.0 aO.0 80.0 / 24" 70,0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 t, L j`}I4 Oa e • Cerhel 30" 70.0 70.0 61.0 61,0 80.0 60.0 80.0 80.0 80.0 d80.D Z180.0 80.0 80.0 J6"70.0 70.0 61.D 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42" 48' (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 .0.0 80.0 DESIGN LOAD CAPACITY - PSF (11IT8 STEEL REINFORCING) WINDOW DIMS. CLASS TYPE 'F' VADTH HEIGHT EXT,(4) INT.(-) 19-1/8" 26-1/2" 37'" 53-1/8" 26' (4) 80.0 BGO 115.0. 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2" 37* 53-1/8" 38-3/8" (4) 80.0 115.0 60.0 80.0 115.0 115.0 80.0 115.0 19-1/8" 26-1/2" 37" 53-1/0" 50-5/0" (5) 80.0 115.0 80.0 115.0 80.0 80.0 1 15.0 115.0 19-1/8' 26-1/2 .J7' 53-1/8" 56-5/8' (6) 60.0 115.0 B0.0 f 75.0 80.0 115.0 115.0 80.0 19-I/9' 26-1/2' 37" 53-1/a" 63" (6) 80.0 80.0 115.0 115.0 50.0 115.0 80.0 115.0 19-1/8, 26-1/2' 37" 72" (7) 80.0 115,0 80.0 8C.0 115.0 1 15.0 IS-1/a" 26-I/2' 37" 7G (�' 4 GC.O 115'0 8C.0 115.0 do.0 115.0 24" 30" 36' 42" 48" 54' (5) 80.0 115.0 80.0 80.0 115.0 115.0 80.0 80.0 115.0 .116.0 80.0 115.0 24" SO" S6" 42" 48" 54" 60- (6) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 115.0 80.0 24" 30" 36" 42- 72" (7) 80.0 800 1115.0 115.0 60.0 115.0, 60.0 115.0 24' 30" 84- 8 80.0 115.0 60.0 115.0 - - 61.0 61.0 - - 8010 90.0 80.0 80.0 80.0 80.0 80.0 80.0 . () NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB ,8 54" - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 -16.8 78.4 78.4 Enq'. JAVAD ANMAD S 24' 70.0 70.0 61.0 61.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 .......__... 80.0 80.0 CML� a 30" 84 70.0 70.0 81.0 80.0 80.0 80.0 80.0 BO.O 80.0 80.0 8D.0 80.0 80.0 F1A FE H CAN. 570592 38 36' 42' (a) - - - - 661.0 1,0 61.0 0 61.0 - - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 NOTE: 3 48" - - 61.0 6t.o - - - 80.0 a 90.0_ 80.0 eo.D so:o 80.0 7zs 80.0 77,5 80.0 1 80.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION v' drOw'ng no. W06-34 () NO. IN PARENTHESIS INDICATE N0, OF ANCHORS PER JAMB DECLARATORY STATEMENT DCA05-DEC-219 A 2 6 20.12 (-sheet 2 Df 7 1/8" ANN. GLASS 3/16' ANN. GLASS 120' INTERLAYER 12D' INTE W&OL-L I RESIN rUVEKOL-U 1/8' ANN. GWSS ' 3/1 '" SILICONE t 1 z yy DOW CORNING 995 i rc 0 10 GLASS TYPE 3/16" ANN. GLASS 090' INTERLAYER SAFLEX JIG PVB BY SOLUTIA 6' ANN. GLASS 13/16' MIN. GLASS d I 31UCONE )OW CORNING 995 z t In SILICONE DOW CORNING 995 z I. I. aW \\`I111 it w� GLASS TYPE 'D' GLASS =PE 'E' 1/8" ANN. GLASS ANN. GLASS 1/8" NEAT STREWD CLASS 1/4" AIR SPACE .090" INTERLAYER .090" INTERLAYER 1/8" ANN. GLASS SAFTEX IIIG PVB BY SOLUTLA SAFLLX IIIC PVB BY SOLUTIA .090" INTERLAYER -SAFFLEX IIIG PVB BY 'SOLUTIA'F1/SWCONEGLASS GLASS FI-CE I+7'D S�,GEI 1 I /GE RGS7700I RG57700 ISILICONEf NE �S770n \\\�fl'II1II\ �C. GLASS TYPL 'G " GLASS TYPE 'H' " GLASS TYPE h THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 6' HEAT STREN'0 GLASS 120" INTERLAYER WEKOL-1-10 RESIN 3/16" HEAT STREMO GLASS SILICONE FDOW CORNING 995 GLASS TYPUE 'r' . 1/8" TEMP. GLASS 1/4' AIR SPACE ---1/8' HFAT STREMO GLASS .090' INTERLAYER rSAFLEX IIIG, PVB By 'SOLUTIA' . 1 r-1/8" HEAT STREN'D GLASS SILICONE 1 ,I %GE RGS7700 m \uu Il „ ' d o_ s GLASS TYPE 'JZ- FEk PE 1 70592 CAN. 3538 PR 2 5 nWYU�yCITo�flev"a AN.���O P,ginllw D,b /l pia � Ch6 F II~16W`�/Eb7e� g I •n v E drowin- g no W06-34 ¢h-d 3 of 7 TYPICAL ANCHORS- ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS �U SEE ELEV. FOR SPACING EXT. OR INT. FINISHES SEE LT_EVSP- NOT BY TM WINDOW FOR ACING � 18Y - - _ METAL NU4MI-DAOE COUNTY APPROVED m �- n - CONCRETE WCOD'SUCK STRUCTURE MULLION k MULLION ANCHORS G 4 a •EDGE DI$ITs. SEE SEPARATE NOA S �+ Z EDGE DIST. 3 0 m .. 4.^'4 " • ° EDGE ( EDGE DIST. a f w 4.•^"� I 015T _ _ 11 f N li U. m z J 0 V .. c _ 1 ® W I A - �_� 1 �s �� = I' N IYPICJIL ANCHORS 7YPICPL ANCHORS O it ii SEE ELEV. FOR SPACING w ° ' SEE ELEV. FOR SPACIG C > g TYP72ENEL-�'.'IS- � a ¢ c 4 In - ii FOIL SPACING WOOD BUCY.S ANO METAL STRUCTURE NOT BY TM WINDOWS a y oo MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 3 g a �i !i a ii I� AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z Ul o I o TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 1/4" DIA. TAPCON BY 'ITW(Fu-120 KSI F 92 KSI I O' (F" 177 K51, Fy-155 KSI) ^1 mlI OPTIONAL TO I! II -o I 15 OPTIONAL TO INTO 2BY WOOD RUCKS OR WOOD STRUCTURES SPRINGLATCH ii Ij 23 SPRING LATCH 1-1/2�. II 72 i 12 " MIN. PENETRATION M TRATION IO WOOD RDNFORC!NG REINFORCING � SEE SHEETN2 OPTIONS I.( I THRU 1BY BUCKS INTO CONC. OR MASONRY C, SEE SHEET 2 I L 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I o 6 DIRECTLY INTO CONC. OR MASONRY I z M U vil 1=1/4" MIN. EMBED INTO CONC. OR MASONRY ('., REINFORCING $H n REINFORpNG J _OPTIONS 7.It�''I Y80BtICi �YIiBD Q14 SUS OR F -,91LLIN •. SCRE (GRADE 2 CIS) - I'm = i 0 �( SEE SHEET 2 xI SEE SHEET 2 Oeds z v 0' IrU, ®a INTO METAL STRUCTURES g F i 11 li �i O i 11 i! !I As4lyh�f T'h r STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ONm ^) k I II II i I II ii prpMe1N>. BatJG1� ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) OR c F DRI IN Sf`REWc (GRACE 2 cR5) n �oO I if III �I ii ii o INTO MIAMI-DADE COUNtt APPROVED MULLIONS (1/8" THK. MI! , ~ � a NO SHIM SPACE) r--) I 111 I II III I TYPI4 CI • DISTANCE I ,NTO CONCRETE AND MASONRY - 2" MIN. f l� INTO WOOD STRUCTURE - 1" MIN. q v a g INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'e - 3000 PSI MIN, m oy E C-90 HOLLOW/FOLEO BLOCK AT JAMBS I'm - 2000 PSI MIN, 1 2 SEALANTS: CDO j ALL JOINTS AND FRAME CONNECTIONS SEALED WITH M WI i SILICONE OR ACRYLIC SEALANT. 1 s Wz1 WEEPHOLES: G ur u s IuI g � W1 — 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG , .....5. W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG '7 Engr: JAVAD AHMAD n 0 a n ^ ALTERNATfi FRAME SILL F, PE 70522 EDGE CAN. 3538 a .a °EDGE GIST ,4A DI I D ,I u • ` 4 >7 \ TYPICAL ANCHORS N 0 ° _TYPICAL ANCHORS ^ SEE ELEV. FOR SPACING v CONCRETE SEE ELEV. FOR SPACING tlf0wi0g no. ^ F$AME i9ITH FIN OPTION W06-34 I (LIMIT DESIGN CAPACITY TO t61,0 PSF MAX.) APR 25 2012 sheet'4 of =7 MATERIAL MANF./SUPPUERJAEMARX3 1 CW-38763 1 FRAME HEAD 6063-TB - - 'Y - -CW-37731- - - Y - FRAME $ILL-(4" HIGH)- - - - - -6G83-TB-- 2A BA-3608 1 FRAME SILL (3" HIGH) fi063-Tfi 6G83-TB 6063-76 - - 3 GW-31445 2 FRAME JAMB 4 GW-36706 1 MEETING RAIL - 5 GW-38685 T VENT TOP RAIL 6063-T6 - 6 GW-77730 1 VENT BOTTOM RAIL (4' SILL) 6063-T6 - 6A GW-37559 1 VENT BOTTOM full (3' SILL) 60G3-T6 - _ 7 GW-31134 2 VENT JAMS STILE 6063-T6 - - e GW-31470 2 VENT STOP 6083-75 9 19-Ofi 4/VENT GLAZING BEAD ANGLE 6063-T5 - 9A TM-123 4/YENT 4/VENT GLAZING BEAD 60fi3-TS - 9B TM-170 GLAZING BEAD GLAZING BEAD (INSUL UM. GLASS) 6063-T6 - 9C TM-181 4/VENT 6o63-T6 - 10 //B z 1/2" 12/VFNT GI AZING ANGLE SCREWS STEEL PH SMS 11 4037 (1} STRIP FIN SEAL WEATHERSTRIP - MfC.RAIL/FW1ME SILL 12 22a0 (1) STRIP FIN SEAL wEATHER$TRIP - VENT TOP 13 3722 (2) STRIP FIN SEAT. WEATHERSTRIP - VENT JAMB STILES FRAME SILL CORNERS 14 - 2 1 1/2"x7/9•'z3/4" FINSEAL PAD - 15 - 2/VENT LATCH LOCK AT 5' FROM END$ CAST VENT TOP 150. TM-118A 2/VENT SPRING LOADED EGRESS LOCK 6063-78 NYLON - VENT BOTTOM ARIL VENT IN7, CORNERS 16 - 4/VENT Yf1Ji GUIDE 17 - 2/VEN7 CALDWELL SPIRAL VALANCES AT FRAME JAMBS 18 WVR-9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMB$ 18 N69 2/VENT 2 CALD'WELL BALANCE CLIP - I VENT BOTT. CORNERS 20 - A72 x 3/4" P.H. SMS STEEL STEEL (1) AT EACH BALANCE 21 - e S12.x 1" P.M.PNSMS FRAME CORNERS 22 - 8 jf 10 x t" D.H. SMS STEEL (VENT CORNERS 23 4 4 �B x S/4" F.H. SMS. STEEL �(2) AT EACH LATCH 24 - Q6 u 3/8" F.H.F,H. SMS STEEL , STEEL AT EA. PLASTIC GUIDE 25 - 1 ixl 3/16x3/4x1/e" CHANNEL AT VEHT TOP 26 - 2 --- tzl/4 7HK.x4' LONG BAR ALUM. (1) AT FA MTC. RAIL END 27 - 1--- 1/2x1x1/2x1/8' CHANNEL STEEL 606S-TB A7 MEETING RAIL - 28 TM-161 2 FIN TRIM FOR JAMB$ 29 TM-163 1 FIN TRIM FOR HEAD 6063-T6 - 30 TM-184 1 FIN TRIM FOR SILL 6963-T6 - 31 TM- 1 1 NTG. RAIL REINFORCING CHANNEL 6063-T5 A7 MEETING RAIL 32 TM-178 TOP RAIL REINFORCING CHANNEL 6063-TS AT VENT TOP h VENT WIDTH _ V D.L. OPG. 1/4' MAX. SHIMS - - - 1/4" MA7C ... - - - - - SHIM IB 18 A / 8 i3 TYPICAL ANCHORS IQ -1 17 SEE ELEV, METAL 7 �FGR SPACNG S N a STRUCTURE 19 a v o Q U ------- - --- __ _ _ __ ___ _ fro -------__ __- _-__-p,� -f ANCHCRSJO - - — p VO y� _ _ _ 0m TYPICAL SEE ELEV. W = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O IL Q FOR SPACING w _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° o �i,u N IL Z_16 3 EXTERIOR taY WOOD BUCKS Q W iI i D.L. OPG. (NIXED) -Li � WINDOW WIDTH N TYPICAL ANCHORS 3 SEE ELEV. FOR SPACING n TYPICAL ANCHORS z - v D,� SEE ELEV. FOR SPACING' O- s M - 1/$HIM 1/4" SHIM V B 16 MAX. vz J t< 73 7.FUQ O N L 1 1 p.-m _ Z_ ^m w �Za 7 --O d. t� 1- a CL o G C--� a' .. 3 WIDOW WIDTH $ a $ MIAN11-DADS COUNTY Fes- ME WITH FIN OPTION APPR,D CLIPPED MULLION SEE SEPARATE NOA ii TYPICAL ANCHORS AwavCT N vmw it $ SEE ELEV. FOR SPACNG �eyawMY 1►e Aaldt. �sA6N� Ii4 / •G,� , � cOle$$= /. ., -------------- m cam ax - - - - - - Engr: JAVAD•AHMAD t ..__.. .. CIVIL fU. PE tP 7U392 $ _ i O EXTERIOR 1I W069 34 WINDOW W10TH ,. -.-, - WINDOW WIDTH - At25017. sheet 5 of 7 ITEM PART iY QTY. DESCRIPTION -J.oaz� 1.550 ,062 .847 L d ,J FRAME HEAD 1.000 --_-- .052 2.188 1.688 -1.375 D FIXED MEETING RAIL 1 7.750 Ir� -.052 2.250 Lapp �-•- VENT TOP RAIL FRAME JAMB .938--I .082 1.500 VENT STOP 7.37{ 062 �I I_L9 h- SASH SIDE RAIL 59 U VENT BOTTOM RAILS 6A 725_7L F- ,500 2.500 27 I-( .062 3.719 1 Opp F- zfi 3.097 MTG. RAIL REINFORCINGS NAIL FIN (HEAD) STEEL 3,340 t.poo .062 2.190 750 1.107 L 2.500 1 TOP RAIL REINFORCING NAIL FIN (JAMB) STEEL J.199 (j - 1.324�F0.3.277 1.214 1-9 2.500 NAIL FIN 2 Q FRAME SILLS NOTE: EITHER SILL CAN BE USED LATCH LOCK 2A r.082 O 5J0 .500 31 9A -� ,0445' E ,4D5 MTG. RAIL REINFORCINGS ALUMINUM 1.250 .688 1.188 I� 125 . 32 TOP RAIL REINFORCING ALUMINUM �afis .040 t- .602 .562 9B �.923N .183 i 9C .540 •090 ,5pp I-P .923 -I GLAZING ISEADS ,FLA. PE 9 70392 CAN. 3530, L APR 2 5. TIWQUQWNWWM �'�e W+t,.tY 1Li Y74�Ib sT4®'�IMe Lek 7 c y t4j= r4y. llaeal Des ep lb �v A N I . 3� m JU tLi � + V) 0 � U �I:ONm ef�3zm I za v + m cL I Y M b t drOxing no. WO6-34 r. z 0 Z X ZT o mN z ro N 'g 'IS G 6 � date: W-34-06 C O I I eE. q: auto anti O' Y: �4 I b SERIES 115 ALUMINUU SINGLE HUNG WDW_(IAl.) j AL-FAROOQ CORPORATION o c°taFNrs",M. WINDOWS LLC. ENGINEERS& PRODUCT DEVELOPMENT } IF. ORONS ADD.235 S.W.87 AVE T 601 N.W.N12TH AVE. MIAMI, FLORIDA 33174 C Et POMPANO BEACH, FL. 3.5069 Ta(305)2"as°O FAX nS6 nEEt (305) 2626976 TEL. (954) 781-4430 FAX. (954) 781-5078 COMP—ANL W06=34TMW Florida Building Code Online Page 1, of 2 Dsm mme { Login { u" RegMation ? HotTopics j atbaft Serdwge .i ftft 9 Gads { RMkaW s j FBCM f ; n S pft Map 1 Unta # Search { Bus ne ssss ct4'rov»il I � ulaticsr� I > > AV6kadW ttht>AppHtlWort Dow i I FL* Ft.1S726-R1 AppkMn TM Items°n Code Veslon 2010 AppW3dD6Status Appr°"ed conunerds AOhfed Prow Ma ulftch Dt T hi Wuxbws LLC Addrm*p g 601 nw 12 M pompano beats, FL 33069 (954) 78� can Authorized SWWbae aifatoo4waeng•CDM Technical RepnmentetWe QWIV*A oeRepresentative .'Wresi/Phonevensu ' Y .. E�Oerfor Doors Submbagay Sgdlrtg 6daarior Door Assemblle5 compltmm Method Ev duation Report from a Florida Rued AtOltert or a Licensed Ronda prole sional Ett gneer ® evakmUon Report - Hardoopy Reed.ved Form Enower or Arditd Name who developed the 7avad Ahrtad Etraliratiwf Report Fiddda Uoense PE-70592 QuSty A -National Acamd mtiwt & Management DWOb oe, QwW ASSUMM Conaad OOtW babe 12/31/2015 Value BY mrman Langley, PE ® Validation Chetm - Hardtopy t telved Certitua0i of DtdepeWertee ca t mr, Ri COI TH W_tnEows - C EOF . Roorenaad Standard and Year W St mWard) TAS 201-94 1994 TAS 202-94 1994 TAS 203-94 1994 equivalence of Pmdud Standards Ceded Seedom front the Code Product Approval Method MedW 1 Option D Date SuWVUd 08/23/2032 http://www.flori&bunding.org/pr/pr app 4d.aspx?param=wGEVXQwtDgt3elSAlnEO'W9... 8/2/2013 r Florida Building Cade Online Page 2 of 2 Dam.VaOdabm 08124/2012 Date PendingW- APPM31 0/*Wu Date Approved 157?b.i . Ltw. c o� n Alam u-r� ([) W32+3LPDE APPreved ter resit fn MVfiZs Yes. Verified BY: 7a%we Ahmed PE 370592 Appmved ter we Ot tilde MVM y- Cmaied by lndependentThb'd PartY: Yes Ignpod Resistmft Yes Dulp PnEsurem +aw-% w e ex m 5 (LMI) - PAE.PDE Dtlar: See drawing W12-31 for span vs. load and anchor• toe t7�aad L t7o- Party. Yes and WAtoatlon detaft °'M nse_ae�'taza Soofed us:: The State or Florida is an Ak'MO.*;er• So.wiaht2421:an state of Florida.:: pdvm $ :: to a pubY -tecbf s mQuest, do not sad ele5ddt Under Flatltla law, awn addresses are PUM reoDrds. V VW do nst warm your e-mail address rely a50.467.1395. *ft-Aft to Sedbn 455375 IIMII tatllk ent1H• IlrstWdw Corpaet the oM by Phone or by trod Uormt matt V ym have errl 4u�• P (1), Florida Stabdes; a l)mobrr 1, 2012, kedsees 9t-m. udder ►45$ - — mrat;; age the m d an sods address g they Dave mte: The ema0v Provided may be used for ogidal ammurdca- with the However ema0 addrrsses are pub0ereosd. Lf Yaw do riot se wish tD supply 4 Pee provide Aded the D with an Oman address wh- mn be made a M the Pubes To deoemdne d' you are a Iloersee pods* eroduetAPprwmd AooePtc . RtfS` http:/twww.f[oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAtnEOW9... 8/2/2013 AL - .FAROOQ. CORPORATION LTI NG ENr-MICERS it PRODUCT DEVELOPMENT CONSLI 1235 SW 8P Avenue • Miami,'FL 33174 PRODUCT APPROVAL EVALUATION RULE' CHAPTER #9N-3.005 • METHOD I OPTION D FLt-5;,"12.0-(t Date: 8/2312012 Delayed Product Dewblkna : Mom: T.M. WMOWS LLC. Manufacturer Address: 601 N.W.127 AVENUE — POMPANO BEACH. FL 1110 Miodel Name: SERIES-390 ALUMIIVUM SLIDING GLASS DOORThis product complies mmmum Panel Width: 66" with the High Velocity Maximum Door Height: 108" Hurricane Zee (� . tesisng requirements: . Mwimum Loath +80. -95 nE dap Missile Installation Drawings #W12-31 The above maximum parameters do not occur simultaneously - See See charts on installation drawinSs for combinations of an vs. loads and anchor type. ASTM E283 Air Iffffi cation LeajdgE yenemuon iessmg Laboratory .,w�...,....... - - Water penetration Fenestration Testing Laboratory 06/20/2012 FTYr686811 ASTM E331 OR ASTM 54.7 & TAS 202 . Vmform Static Air Press. Fenestration Taal Labom"Y 06/20/2012 6118/2012 FTI,6868 FM-6976, ASTM F.330, & TAS 202 ` 06/2t>/2012 FTIr68681 ASTM F842 Forced Emry F4w09MtionTe%*. Labontory Comparative analysis used X :Yes No C... n amimtay Ted (Tested m.aceardance with TAS-201 aad'T FBC 16262 large Mssile F os►Testing (TAS2018a203) Impact & Cyclic . LaboratoryJ. tWer the limitations of the attached installation drawings; to the Oest., above door product codorms to the =V hVments of the 2010 Evaluation Report Engineer: Javad AbMad PE # 70592. A-PFarooq Corporation EB # 3538 „C :ITftiAr i(�,�Y+_nib FT' "stJO •'scJ7'�l lal0 - J ov P n. i 2133Ar`-'.it,F�. <<3� �t +�f� • r��x� 1;1"976 aid ability, th I �t;iPt3:33:1�tkt�i \\\\� V ofS'S7_y ' i w - •IRQ�IY61M 1WLL �Om do unwo Tnlmm 71a0 j1401 w 0Ml um 3K vm TN1B V [� •� .y..•� ' . VA-20 Nat WMMMYO rou ' Bulrat = sv %=0 da WONiva Ord mu • tla1 ��Tt91 OMl► A sx► 7�a xa-met- vow R Yif �Q{ : ®MMtld ]/ T'I!R .r.. ' ' '�•' � ' .391 Now awrao no =a 3l 4 y aNe NO am* LWMM ou AO tm • L<+ ,'� �� * fd••NoupOs aw ttw "Pod= 30 01 m { \ •i 9Nt Riau tavm fNOatlNN am ma mom -1 snw+an IID S'1:{YiI� HOV!!1� .. �► aaa. �nna�.. Q11IR1 lON 1119 ONlOIT1011t SlltlRf3LYR . 1YHl 'SNOMOB 01 'J:MO ON* OM SMOMOW A NOMr301M �Q3SI1 SI 35Y3tl7Nl NOLLYMItO am -WWADV&W SIR! d0 JWd ION '3W -S INIM 3S3RI M HWn ION WO UMM ON OM NO ONMMW OOOIILS tl0 OMSS3lM ITfM ON0.An 3B T"s TIRt vn:3we 01 JN3WO30fO S11 M W 'ffiriJ30 NO NBORS 6V MMS MM SY 30' AW SMaiIONY •3Mn{Oi•Ul,S 3% M SWOt !CilaWU (kl.R1M3dOMd sx O9MOirJNY 30 ma" ` (VM) 3OZ 3NY.II1iMfM1 A03HL HHW OM k1dWOO Ol 031S31 Ol/Y 03N91S30 N330 SYR J011OOZid in1L •£ IMMS NO HM04S ima Wd SY 36 01 SWOO NOJ ONIM GM NWSW '03MIfl03N 10N 3W S10tlfIRS J.7ddNl 311SSIW '1TtWS � 3OLV1 M0� 0311R1 3NY 511000 3S3H1 ME F s¢ 297 3/S' � F1 D p E D D p I 91 43 VW 43 3/S' D.L . 0. ST 3^ 51 J/S' " PANE! wDiN •PANFl-WiD7H 7YpICAL ELEVATION 3 7RACK FRAMES SHOWN 4 7RACK FRAMES SIMILAR Jill Rig 3' 24' MAX 7YP. --yr AT VU � g AT 3' O.Q. dmriry rio. d� W12-3t t • WEAT we CLASS _ _ DESIGN LOAD CAPACIT•' P9F 3/16' HEAT SLREN'0 CLASS 1/4' T STREN'D ]ir.1T[ �. HEAVY RE". � 7 090 9tIERlAYF11 0M' WrEFLAYER '61' 'Gi' ! 'C<' 1A89 'Gl'. 'GO• A 'GI. GLI66 'G8' SAFLEx PVB OY-'SOLJRUr SAFLEX PIE_ BY'SOLIRN' CUlSRR N1 MRS OF 4 NCHM OF 4 NOWS Qlb'IB1 OF 6 ANtl_ARS Z ; -- 1/4� HEAT SMEHb GLASS AVE KX, a Slit OAS Q STUL OLDS a STLE BLS AT SOLEDES sAte• Hrw7 smo+D mw�. MOM wa Lxr.(+) n+r.(-) offm IHrd-) Exr:(+) iRd-) !• JO 0 WA wo Ma 50.0 93A .y SIUCME G 7700 '6 ON 7700 42 60.0, 60A smo '96A W.0 9S0 d' 32 9 48 60.0 6" W.0 Goa 0D.0 03A no WD IL O a 9 a si � WA WA WA a" 6D.0 95.0 80.0 05.0 . Go 60A W.0 WA 60.0 60.0 "90.6 W.D 9S0 3S •� 31 m W W.o 60A 60.0' WA W.0 67.6 60.0 c 36 6DA GOA W.0 WA W.0 05.0 WA 95.o QC $ 1<h. p 42 60.0 60.0 Goa GOA W.0 95.0 W.0 MO 46 64 40.0 GOD WA WA W.0 94.4 W.0 9so .4 3 r_r.eGs TYPE 'G2' s4 .42M W.0 W.0 ' WA 60.0 08.3 W.0 9SD A s GLASS TYPE 'G!_ 60 WD 60.0 60.0 60A emo 839 MOD 9SA Q 7/16' OVERALL LAMINATED GLASS 9/16' 047j L AAYM AIM CLASS S6 WA W.0 W.0 60A 60.0 93.0 W.0 BSA 42 90 W.0 W.0 W.0 40A 60.0 93A 80A BSA . 1/4• NEAT SIRMID (LASS 46 60.0 60.0 W.0 60A 60.0 63A (A.0 .95.0 J . 54 60.0 00.0 60.0 WA 70.9 79.9 WA 95A 090INTFRIAYER 36 WA GDM W.0 WA WA 04,4 W.0 SS.O o SENIRYGAS. 9Y 'OUPONI' 42 96 . WA 6MG GOA . WA 60.0 04.1 so 9S0 1/4• NFA1 SiREN'O GLASS 16 Goa am 60.0 WA 74.5 70.5 80.0 OS0 O 54 WA WA G0.0 60.0 70.9 70A W.O 9S0 36 - - WA W,0 60.0 W.O. W.0 W.0 b C�'7nO 42 102 = = W.0 WA WA 60.0 6" 60.0 G r, .. 1 16 60.0 ...... W.0 60.0 WA 60.0 {� S 36 00 60.0 80A W0 W.0 60.0 42 BA 3' u . 4s Boaeao3 Y " CLUSTER OF . APPLJCA&E . AT HEAD OF CLUSTER CLUSTER OF 4 TYPMJIL AT SILL (;LASS TYPE 'G3' 9/16' OVERALL LAMMED CLASS. . t/4• TEMP. CLAW 1/4' TEMP. GLASS Lum 101M►. DOOORR NADTHODTH 3/6' Auk 'SPAN 31V MR WAM AVERAGE PMIEt. VIIIDTH = D- - NUMBER OF 'PANELS 3/16' HEAT SIRt7P0 GLASS 3/10' 1tt'AT STRENb GLASS . :ALL 00ERiDR(+) LOADS SIWWN IN CW9ir5 ABOVE ARE 090 RMLAVER .090 0 0 INTE + 8�C •DUPOIR• FOR -DOORS WRN 3-1/2' SILL-HOGNLS. SAPM FM BY 'SOT" FOR 2-3/4' SILL HEIGHT U MIT EXT.(+) LOADS TO 60.0 PSF _ .. 3/16' FEAT Sneft GLASS 3/16' NFAT.SFMD GLASS FOR 1-3/4' SAL HEOff MIT E']LT.(+) LOADS TO 34.7 PSF e . SEE SHEET 4 FOR DETAILS a,1`,L•�yti��9:.:", ;I„r . s SIDOONEslucam w .L:....���J rf GE RGS 7700 b GE RGS 7700 �� �. �•. .� "' 33 c .9A c 9A • : .i } GLASS CAPACITIES ON TKS SHEET ARE ' • i Mg no. BASED ON AM E1300=04.(3 SEC. GUSTS) GLASS TYPE •G4' GT.AQC TYPE G5' AND FLORIDA BUILDING COMMISSION ; % 16 1-t' OVERALL iMUL LAN• Ours DECLARATORY STATEMENT OCA05-DEC-219 L. N• �• sheet 3 or13 t-1/18' OVERALSUL..LAY. CLASS . / �pp`-�-zzp•}.� 1 . ' LAY`llp+1F�- "�i,•1#fj7..N•47C 41�� �•�p t�sti: UP f 1-49 �V7 ••`��;% £—Z fM •ou 6uppnr{' �.►lkw e :% rr ilsit3tF�t ' XXXXxX (NWHS) OXXXXO oxx xxo _-- -- (N#=) xxx d # d IM S XX)OOCX)OC (t how 0=00 XO oxx xxo Wei W EEB - - - - - O- S ILJF PX (sltU" --- PXXX (9#MQ XP XXXP --- PXX (SHWO XXP PXXP (SHOW) � - PXXXX%XP (OWN) i •� Ir 1 1 APPROVM CON�UR�TONS Z < .•.�+ �oN�e�RpnoNs onrk.— : uroRc THREE !3) T A K OAM ' aX TNp: (2) TRACK FRAM +� 1 1Y 1 1 , --- E B PXXXX (5110YM) XXXXP PXXXXXXXXP W-) rig no. W12=3-1 ARu� �� rnNFla4Fa�T10Ns ' e FOUR (41 TRACK FRAM :� : �y ••• �a� ' •�' � '�' . ....elm . now T1vxx ANt11ORg . -- Dl-PAm9-_-- X1� ' SfE t9EV. i0R SPACIftO '.ate. J2 N 7 ANCKOR /uDCE59 ROM W1EIC WITH jWooj§6:U:CKS AND METAL STRUCTURE NOT BY T.M. WDWIN LOADS IMpOSIa Qf 01lAZING SYSTEMER THEM TO THE BUILDING STRUCTURE. 1l'Ai. ANGi(pRS: SFE E1E11 TOR SPAtm fON 9Y m (Fu.177 I6l tystSS 161) INTO 26Y WOOD BUCKS OR WOOD'STRUWsiRO 1-1/2' MIN. PENETRATION INTO WOOD THRU IBy BUCKS INTO CONC• OR-MX'0Ti1 . 1-3/8' MIN. EMBED INTO OONC• OR MASONRY - DIRECTLY INTO CONC. OR MASONRY 1-3/8' MIN. EMBED INTO CONC. OR MASONRY �6. OU. SFIt' o I1NG SCREWS (G1UOE S ORS) INTO MLTAI. STRUCTURES LUUEMIINUM : 1/8 ,TIIK. MIN (8083 75 MIN.) AL (9TEl7. IN CONTACT WRH ALUMINUM TO BE PLATED OR PAMEO) J1 L OR SELE DRl I AND SCREWS (mm 7 tab) INTO F.B.C. APPROVED MUWDNS (MIN. INK. ,1/81 (NO SHIM. SPACE) 7Va1(•2A EDGE DISTANCE INTO CONCRETE -AND MASONRY v 2-1/2' MIN. IHTO WOOD STRUCTURE - 1' MIN - INTO METAL STRUCTURE a'3/4' MIN. CONfatETE AT ITEM. SnL OR .LIMBS fe.: 3008 Pg. MIN. G-90 Hp1UdN/fI11E0 mm AT JII m r. 2000 PSI MIN, ' 1TBSPHOLE3' W7 (8) 1' WEEP NOTCH AT EACH END OF SILL W2 (8) 1' WEEP NOTCH AT EACH :GlD'CF SILL re.c. APPRb MULLION 'JEE SEPARAtE A9PROYAL rA SFAL WMf sucom 14 V4 UW MA)L LAUMAX uwr um LOADS T. PLOADS M) LOADS PSF 0SF PSF dfa ns no. ME (D PE /� na `°dr no. W 12 ;31 Iml CL Oil lie kLRS MAX. LowS,0 Mo PSF 0 - mm- W i I ��II _L • iw 7w2:�, � 0 I r-1 r - I I rr- EXTERIOR F1 �ITW4Y� .. s./a2 .. Ala- -- 1.260' 7.2eo 907 ,• 69 .531 A31 ,sB7 1.2e7 1.267 . t 3 TRACK FRAME HEAD to 4 TRACK FRAME RFAD u 2 TRACK FRAME HEAD e.701 as93 ' 5.30e .126 .ODD 000 042 .7De .942 .382 .942 �-- -T 5:142 n _ ........ eoi\ac •ao 1 ® 3 TRACK FRAME SILL ® 4 TRACK FRAME SILL SA62�2.000 1.2" ' .2A9 1.673 .490 .07e 2.004 .i0o aa9s 4.000 to AM ILL COR NCOVER 1.751 .07e ® . PANEL JAMB. MEO S els �:3to I--1•ee 14 . 6aa 1.289 1*114 t.623 5d40 td2s 07a 2 TRACK FRAME JAMB 3 TRACK FRAME JAMB 14 TRACK FRAME JRA eel A97 .1x5 2397 t.an 2441i 7 t.e6l,� .21.900 312 �{ 't.290 .962 .050 . . O AST1tAfIA1. ,? JAMB COVER ®' HOIIAW 1.----•-4.000 0 ..OaIND6FaD•.: X IAle O Wp1U11D GAS! .130----lr.S10 .750 1490'23 .01.076�• e1352 3OOx GLAZING BEAD ' ® IAM. INAlt. OUlSr. Q STD. MMIER INTMIOCK 1.714 1-3/4' S!LL RiSFR t . 2-3/4' SILL RISER 9eT 1A71 #4.000. .711RK- PANEL CUP,094 � ' .693 .050� .. . m 72 iFENEUR ® SOUD STIFFFD!ER I POCKET DOOR HOOK (MMMED) 4"Al2 .wa Ale .094 .OBS .652 . 3.,40 a422 ' :. 1'sl qYII %. W12-�-31 J h o� PSI' R 0 ll,- 9 .... SIATE �r�0 �. dn W12-31 �,��•.. Of 10r[k" 2012 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.gov/nerA T. M. Windows LLC 601 NW 12th Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11805" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum, Horizontal Rolling Wdw. (L.M.I.)", sheets I through 7 of 7, dated 09119/08, with revision C dated 02/29/12, prepared by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be, displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 09-1110.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12-0321.02 MIAMaDADECO N I/Expiration Date: May 13, 2014 L • ' Approval Date: May 03, 2012 �� Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W0841, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202�-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked --up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5457, dated 01/22108, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and 'installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report . No. FT1-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) Manuel Per . , Product Control Exa in NOA No.12-0321.02 Expiration Date: May 13, 2014 Approval. Date: May 03, 2012 E-1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202194 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC-2010 on 02/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#09-1110.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytee Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS ` 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, RE (Submitted under previous NOA#09-1110.02) Manue ivi.02 E. Product Controner NOA No. 1 Expiration Date: May 133 2014 Approval Date: May 03, 2012 E-2 T. M. Windows LLC NOTICE OF ACCEPTANCE., EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda,',P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09-01OS. 02) 5. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04 -13/03, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No 04-0120.01) G. OTHER 1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. Manuel Per , E. Product Control E am er NOA No.12-03 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E-3 -3/16` ANN. CLASS 090' INTERLAYER --- - SAFLEX-RIG BY SOLUTIA 3/16- ANN. GLASS I� In $1LIGGFlE GE RG57700 DOW CORNING 995 _Z I 1 0 :7v 7 LASS ='A' 7-3/16- HEAT STREN'D GLASS .120" INTERIAYER L�LIVEKOL-UQ RESIN y BY 'SURFACE SPECIALTIES INC.' 1 3/16" HEAT STREN'O GLASS SILICONE GE RC57700 i m \ DOW CORNING 995 i g � B �'<� ;3 � I! II n M I II I d — II h ' 1/2" OVERALL CLASS 1/2' OVERALL GLASS TYPE 'C' TYPE X G7�AZ�)G OPTIONS HEAT STREWD GLASS �3/16' HEAT STREWD CLASS SILICONE CE RGS7700 DOW CORNING 995 12 12 1�`� 9 .`_i 7/16' OVERALL GLASS TYPE 'H' -3/16" ANN. GLASS .120" INTERLAYER -UVEKOL-LIQ RESIN BY 'SURFACE SPECIALTIES INC: 3,/16' PNN. GLASS SIUCONE GE RGS77D0 OW CORNING 995 -. 13 �II il�� n AUOL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY - -- -- - --- - - - — 74" MAX. WINDOW MOTH 9 3/1 MAX. FALSE MUNTINS (SURFACE APPLIED) .MAY BE USED 6" HEAC A II TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER . SAFL.EX IIIG PVB BY 'SOLUTIA' 1 1/8` ANN. GLASS SILICONE �- �GE RG57700 DOW CORNING 995 8v 11/16' OVERALL INSUL. GLASS TYPE. L ii �j II II i� , D i �I jj �I 11 n I� I� B I' II I 32 7/8° I 1133 i O.L. OPG. O.L. 1 37 1/2' VENT MOTH TYPICAL ELEVATION AU UK UA SLUTS IlEAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLASS TYPE 'E' I GUTS TYPE 'C' CLASS TYPE 'D' GLASS TYPE 'E' EXT.(.) INT.(-) EXT.(+) 80.0 90.0 90.0 I 130.0 90.0 1 90.0 1 55.0 1 55.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR IWNIDOW VENTS WITH SPRING LOAOEO ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO 380.0 PSF, SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW —. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE CHARTS SHOWN ON SHEETS 1 & 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCTIY I HURRICANE ZONE (HVHZ). APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER LOADS TO THE STRUCTURE. MIAMI-DADE COUNTY APPR'D WINDOWS USING MLAMI-DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION e a o DECLARATORY STATEMENT DCADS-DEC-219 ^ •� S e 2 C < THESE WINDOWS ARE RAYED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS SHUTTERS ARE NOT'REQUIRED, B q WI(YAD AHIA"O '. PRODUCT REVISED Clvq.; P 1YI° withftFdd c n ILA. PF.'8.•70592 5 Wd C.gl(.•as3B uildth Code ll aA Acceplouoo No ���Q''ii • .. L . B 'cativ°Date 8 � d BY �p drawing nD. APR 18402 W08-81 C.L.et 1 of 7 ADDL. ANCHOR REDD. FOR INSTALLAT7ON5 INTO WOOD STPIiCTURES OP THRU WOOD BUCKS INTO, MASONRY FALSE MUNTINS (SURF ) MAY BE BE USED WINDOW WIDTH 10 1/4• 8• 9 HEAD\SILL 3.. AT FIX. LITE MAX. HEAD\SILL /{ I AT VENT , ji 4 u l 4 1: II _.'I....__. ll. --- II II v> II I1� II �I II p II /L-11 1� II II II IL JL -Jr- jl 11 II II I� Ir II IT_- I1 II 11 11 11 6" MAX. HEAD/SILL CORNERS y 33 I /2" , 32 7/8' -4 D.L OPG. D.L OPG. t" 37 5/8• 1O u VENT WIDTH XUX SIZES MAXIMUM DESIGN LOAD RATING — PSF ( FOR SIZES SHOWN ABOVE OR SMALLER -GLASS TYPE 'A' GIASS TYPE T' GLASS TYPE 'C' GLASS TYPE 'E' 60.0 1 90.0 90.0 1 130.0 1 90.0 1 00.0 79.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. AODL. ANCHOR REOD. FOR INSTALLATIONS INTO W000 STRUCTURES -OR- - THRU WOOD BUCKS INTO MASONRY " AIdY FALSE MUNTNS (SURFACE APPLIED) MAY BE USED c T b o 3 WINDOW WIDTH 14 7/8" 3" MAX. A HEADSILL 1 I II JI1 II 11 II 11 II ❑ IA II 11 1 11 p1 II II I' II I� m;6V 6" MAX. F• £ H u. N o �+ 0 u HEAD/SILL CORNERS ^ 8 CL 4 ON N 0 . W ,�n�� 1 0 {Fy7 {y __ m Al 3 j$P j ' ol o m c:l m M .. I I I I I I ¢ M 24 5/8" 50• MAX. 24 "B- D L1.L_ OPG. D.L. OPG. 3�¢ 29 1/a" 29 I DT Qp.I W 1 VENT NYDTH VENT WIDTH_ —�O 3L¢ ON D- a XOX SIZES o p [MAXIMUM DESIGN LOAD RATING - PSF CL FOR SIZES SHOWN ABOVE OR SMALLER (C�' ('j _ CLASSTYPE 'A' GLASS TYPE 'R' I 'd I 1 I TO 180.0 PSr. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 ARE FOR WINDOW VENTS 8 fnpr. tJAV AD PRODUCT REVISF,p RA. VE'1 70592 ns cempiyingwlih160PI0MAB g _ CAN. )SSA 8ui1din8Code a I AaeplanmNo •0221.07 y _A �' •, t, irdiionDsh: �Y PrJilMni Rdo ProdMrl' 0� drawing no. W08-81 ' 1 �' sheet 2 of 7 §10 X 3/8" PH SMS 2 PER CUP 14 4" LONG WIND LOAD CLIP METAL •"'� '�^'•'"" STRUCTURE fr_- ____ — I IM1U1;1_ AOE CO:JNTY APPROVED I I 105' I MULLION & MULLION ANCHORS I I I�SEE SEPARATE NON I it MW. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. WEEPHOLES: W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BATTLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4' WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 _ 2" LONG WEEP NOTCH AT EACH END W4 1" LONG WEEP NOTCH AT 32" FROM EACH END (Fu"177 Y.SI, Fy-155' 1-1/2" MIN. PENETRATION INTO WOOD - THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-5/8" MIN. EMBED INTO CONC, OR MASONRY 1 /4" TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) , INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) P14 EMS OR SELF DRILLING SCREW C (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE] TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 300D PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. En : JAVAO AHM1D I PRODUCT RBVISBD �1rt i FIA, p(•70592, I • co Wmplying Witho-17p[it}R BlrilCfng C000 rT.AK ]5]8 � Acc pto No ar Tmlton Deta%� Oy Mi."PA" irawing no. W08-81 3 1/4- SHIM 12 m MAX _ VENT WIDTH _ I 1D - 5 S 1/6' Max. TYPICAL ANCHORS Q ^ j METAL 1 24 15 SHIMS SEE ELEV. STRUCTURE _ FOR SPACING f„ Na - - ❑ - v U a 7 - aK�M o _______ SCREENS OPT. 1 ' _'..=-:r.:=. _-=-. r.. _c_ a_-.-_-_.:=c- �-' SOD DUCKS C W S ______ O TYPICAL ANCHORS 9 16 1 E._ D.L.O. —__„� ` .J a M 3 FOR S5 PACING 4 EXTERIOR IIFhh P Q w F WINDOW WIDTH c--'---� OX OPPOSITE I D 1/4" MAX. C� 1 /4' SHIM O VENT WR)iH VENT MOTH SHIMS M MAX. ley J WOOD DUCKS o Y WOOD SUCY• WO STRUCTUR = ON1+1 $I ❑ � Z moo ; `---SCREENS OPT. _____J - .:-:=---.•-.:_:- :---. =.:-: --T. -- �_____ SCREENS OPT.-__ ` 7YPICAL ANCHORS SEE EL1V. FOR SPACING TYPICAL ANCHORS SEE ELEV. EXTERIOR ' o ffi FOR SPACING WINDOW WIDTH Or XQX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY -. APPR,D MLION SEE SEPARATEULNOA o - VENTS WITH II I SPRIN.G LOADED LATCHES EAan•VAVAG AHMAD. PRODOCI'REVISED n 11 11 5 k11 PFF 7o59z asIldi ingwilhlhePlmldtf $ �_ Ri II 11 C.A.Mt31111dingCoN �. APR 2U12 ,,� FA.Apirpelim16do I ------- SCREENS OPT. ' • �� B drawn no. Mara Dedc rrddutl 0 EXTERIOR �. •` wo —81 WINDOW WIDTHwwooww ,WDix �1 I TYPIL XI LAYOUT OX OPPOSITE 1 TYPi ANCHORS 1, CING XS XOX LAYOUT TYPICAL ANCHORS SEE SEE ELEV. FOR SPACING WAHI—DADE COUNTY APPR,D MULLION SEE SEPARATE NOA II I II II tl II 11 11 n n I I 11 Ir ------- SCREENS EXTERIOR WINDOW WIDTH WINDOW WIDTH ICAL ANCHORS ELEV. SPACING VENTS WITH g s m SWEEP THATCHES •• •' eae�" aD•AHUAD ••• PRODUCT RWSBD YlAB Whit thaPhel� � vlPE A To59x•�• � i CAN. ;353S •• Dus nlldiug= AcwPtm No S. Data . .., • ` By WNW Prodacl drawing no. W08-81 •a:�o�z sL heel. 5 of 7 :ne.:� 3.069 'y .062 1.875 2.437 1.425 �1.500--�I (II FRAME HEAD -14807 .56 313 m-3 T__Ll.420-JI SILL TRACK 1.071 062 1.255 TIP, .929 F^- SILL CLIP ADAPTER FRAME SILL TOP FRAME SILL BASE 1375I-- 062 I 75 750 .688 1.250 I w I 12s-I 1.000 14 WIND LOAD CUP O TOP & BOTTOM RAIL -q 1'DUD 7.750-- -.. I ❑ 1.000 7f .054 I 125� 2.201 1.375 16 MTG. STILE REINF. .065 1.000 �I^--^L'- 500 - - 2.312-----1 q.125 � .107 1.000 C� JAMB STILE ---2.312 16 FIX. STILE REINF. .055 1.296 2.373 1.375 I 1.548 1.ODU1.235 -1,750 .G62 (ss MEETING STILE 12 VENT LATCH ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RBMARHS 1 TM-130 1 FRAME HEAD FRAME SILL BASE 5063-76 - 2- TM-1338 1 6083-76 - 3 TM-134 1 FRANC SILL TOP 6063-T8 - - 4 AS READ. _ FRAME JAMB- VENT 5063-76 5 _TN-132 TM-131A AS REDO. FR4.IE JAMB - FIXED 8063-YS - 6 TM-130 2/ VENT TOP AND BOTTOM RAIL B063-_T8 - 7 TM-139 1/ VENT JAMB STILE 6063-T6 8 TM-140 1/ VENT MELTING STILE 6063-76 - 9 7M-137 1/ VENT FIXED STILE (SPRING LOADED LATCH)_ FIXED STILE (SWEEP LATCH) 6083-T6 - 9A TM-137A 1/ VENT 6063-T6 - 10 TM-136 I SILL TRACK INSERT 6OB3-TG II TN-135 1 SILL CLIP ADAPTER, 12- LONG SPRING LOADED VENT LATCH, 3-1/8" LONG 5D63-T6 AT MTO. STILE LOCATION 12 TN-118 1/ VENT 6063-TB AT MID SPAN 12A - I/ VENT METALLIC SWEEP LATCH - AT MID SPAN 1213 13 08 X 3/4' TM-141A 2/V1TCH AS REDD. SWEEP LATCN MOUNTING SCREWS - FH SMS GLAZING BEAD (LAMWATED GLASS) 6063-76 - 13A 7M-181 AS REDD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - TM-154 AS REDD. WIND LOAD CLIP, 4` LONG 6063-76 - _11 15 - 1/ STILE MEETING STILE REINFORCING 6063-TO - 16 - 2/ STILE FIXED STILE REINFORCING 5053-TB 17 1B _ W31225 W43371 AS RE_OD. AS REGO. FIN SEAL W'STRIPPING (.270" X .220" HIGH) WOOL FIN SEAL W'STRIPPING (.187" X .370- HIGH) WOOL _7 - 19 W43201 AS REDD. FIN SEAL W'STRIPPING (.187" X .2DO- HIGH) WOOL _ 7/8' X 1/2' X 1-7/16' LONG _ 20 21 P500 _ I 2/ VENT ADHESIVE BACK CLOSED CELL FOAM VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - VENT ROLLER/WHEEL BRASS - 23 d12 X 1- 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS -_ 24 910 X 1- 2/ CORNER VENI ASSEMBLY SCREWS - P.H. PHILLIPS SMS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - ' 26 W31175 AS REGO. IN SEAL 'W'STRIPPING (.187" X .175- HIGH) WOOL - 27 TM-151 1 SILL RISER 6063-T6 - 2.J12 2312 III.055 .055 .435-�-q - - .1B3-y H•-- -� Lj 1A37 1.0001,237 1.3LIJ I� 1� 1.237 .60� .923.040 .562 .54� .92J--I 5¢D L --1.750 1.750 1S GLAZING BEAD 13A GLAZING BEAD O FIXED STILE (SPRING LATCH) BA FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL LAM. GLASS) 1.764 FI . 062 TIP. 3.042 3.28T 87S D FRAME JAMB - VENT I .062 TYR P. 1.919 1.799 3.168 2 ILEOL'I .163� AS REDD. .875 4.- C FRAME JAMB - FIXED 27 SILL RISER Bog,: 4,11A,ANNAO + PRODUCT R6VISBD $ ° Omv • . uy Lromylying Wllh fie Flo11d0 a • FN1. P[ 7oS62 BNllaing Code o = IImIBNO1-9-08240 2Dole4 a 6 s M mR DQQ M drawing no. W08-81 (2) #12 • I 1/4' PH. B.S. jl� _(2) NIO + I' PH. SMS. � (2) BIalY. V PH. SMS. _ ,/ISSEMBLY SCREWS Iwl ASSEMBLY SCREWS J Z n � Q 0 Mly i a 0 W (h 1 N0 1Y ��J QN z I FRAME TOP CORNER O � FIXED MTG. RAIL TOP CORNER c M y$NT TOP CORNER � (A) (/12 z 1 1/4' PH. SMS, J 7 LL V141ASSEMBLY2SCREWS d ZV�[[ s ONW 1 Z�ti zO n d. � �00 c1 iE 4 � y (2) jj10 R I' PH. SMS. ASSEMBLY SCREWS •• a � .N o .` C FIXED MTG RAIL BOTTOM CORNER O 1 Engr. to Aq 114MA0 PRODUCT RBVISBD CmL'.. us complying widl 11W Flolkle m PEN 78582 BuildinII Codo (2) #10 • I' PH. SMS. CAA: bSTe Aeceptnuce No 2• JZ • 14 J a FRAME BOTTOM CORNER ASSEMBLY SCREWS lirnDelo VENT BOTTOM CORNER qAF�8 ByMxunl pfflwC2 W08-81 sheet 7 of 7 I MIAMF MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISIO.0 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE MA) yy}y}v.miemidede.eev/bra SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation. submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by, Miami -Dade County Product, Control Section that this product or material fails to meet the requirements of the applicable building code. Thus product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION; Clipped, Extruded Aluminum Tube Mullion Lam. 7PROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01107, with revision C dated 12/116/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceutance number arid expiration date by the .Miami -Dada County Product Control Section. ACT RATING: Laree and Small LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change.in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the prod. uct.or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The . NOA number preceded by the. words Miami -Dade County, Florida, and followed by the expiration date maybe displayed in advertising .literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.12.0221.09 F fl Expiration Dale: November 21, 2017 P4114 �� Approval Date: April 26, 2012 Page I SIW Im»act Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBrMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06111, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. . TESTS 1. Test reports on: 1) Large. Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung .windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/A7, sigtAed and sealed by Rafael E. Droz-Seda, P.E. (Submitted underprevious.NQA#07-1016.06) 2. Test reports on: 1) Air Infiltraation'Test, per FBC,.TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single + hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07,1016.06) 3. Test reports on: 1). Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94• along with marked -up drawings and installation diagram -of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07... signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous Nd,4#071016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E... (Submitted under previous N 9A#d 0-1004 01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) •Manuel P.E. Prodvet.Contr 1 E iner NOA No. 21.09 Expiration Date: November 21, 2017 Approval Dane: Apr1126, 2012 SIW Impact Windows. LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial` interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No.10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion -- L.M.I., approved on 11/11/10 and expiring on 11/21/12— a Manuel Per , . Product Control xami r NOA No- 12 .09 Expiration Date: November, 21, 2017 Approval Date: April 26, 2012 E-2 e.Doo I f MULLIONS CONTAINING TYPICAL -GAZING PRODUCTS. HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING MULLION SYSTEM IS RATED FOR URGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESWA14T PRODUCT'S. RECTANGULAR ALUMINUM TUBE MUWONS USING MULUON PROPERTIES. ONLY IIIS PRODUCT PEAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' REDURE6NTl OF THE FLORIDA 13LALDW CODE 2DIO EDRION INCLUDING HIGIT V19Odtt HURRICANE ZONE (HNR). INSTRUCTIONS: ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE USE CHURLS AND GRAPHS AS FOLLOWS.f . APPLICABLE BUILDING CODE REOUIBEMENTS.I.E: WIND LOAD. WATER INFILMATION. FORCED. EMU RESISTANCE, SAFEGUARDS ETC. SIMA DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 . ' WOOD BUCKS BY OTHERS. MUSE BE ANCHORED PROPERLY TO TRANSFER FOR PARTICULAR OPENNG. . LOADS TO THE STRUCTM. OIJG PRODUCTS ' StEP USE WAN -WE COUNTY APPROVED Affi 2 �� Y ANCHORS SHA L VE AS USTED, SPACED AS SHOWN ON DETAILS, EWBEDYFNT TO 815E MATERIAL SHALL IS BEYOND WALL CWFRDIG (STUCCO. TILE ETC). MEETING ASOVE LOAD REOUIRBAENIS. - MP 3 USE CONNECRON TO NULUDN AS PER PRODUCT I p� ypS9z '., ffi D ANCHoRm CONDTTIONS OTHM THAN THOSE SHOWN IN THESE DETAILS APPROVAL. USOTO CHARTS ON SHEET 3 SELECT MULLgN WITH : E ARE NOT PART OF THIS APPROVAL. STEP 4 DST RATING YORE TH,. VhSIGN IDAD SPEX A LOAD DURNLON DICREASE IS USED N DE90N OF ANCHORS INTO W000 ONLY. N STEP 1 ABOVE WiAWS WtlUfU16 BUT NOT IiDiID 10 SRDEIS, TINT COLT PrTIO USING ANCHOR T 9M ON SHEET' 5 TFON 7 AHD! NCHOR CRAM 2 CONTACT WITH OIHFR d551691AR YATHOALS YFiT ifff REOIIUtEA1EILT5 OF 2DTO FLORIDA BLOC CODE SECTM 2ODSA4.' �`� O!1 SHEEP 4, SELECT ANCHOR, TYPE W(TH DESIGN RATING NOW THAN THE DESIGN LOADS SPECIFIED IN STE� T"ABOVE �r1� %I 8 •T S e drawing no. M07-04 1.000 j— .375 I I �{ 1.000 _ .12s Ti, .126 4.000 4.000 3.000 125 M. L Lu 375 1 X 3 1 X L 1 X 4 STD. MULLION STD. MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-76 .126 .250 TYP. TYP. 4.000 4.000 2 X 4 2 X 4 2 X 6 STD. MULLION HEAVY MULLION STD. MULLION 6C83-T6 I 6063-T8 6063-TB .250 125 4.500 1-1/4 X 4-1/2 CUSTOM MULLION 2 X 6 HEAVY MULLION 6053-T6 NOTCH OPTIONAL 0 c MULLION CLIP (6063-T6) 17' (ALT. TO ANGLES) CUP LENOIHS MUST BE CUT TO FIT SNUG INTO 20Y TUBE MULLIONS. NOTCH OPTONAL F 125 a 2.000 1�•• L F�--2.000—+I ANGLE CLIP wrCe�— PRODUCTREVISED T05112 a+eomytytngwlW thoFkitiQt HaOdmg Code CAN. 3531f Acapl400e No //l_ row Dale /'� ��, adoProduel , a�o�t 4-m arawing no. M07-04 DESIGN LOAD CAPACITY- PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - POP (TOM MULLONS) DESIGN LOAD CAP'.CH'Y - PSP (TUBE MULLIONS) V li WINDOW DIME. WIO7H (W) MULL SPAN I X 3 gT➢. S X 4 BTD, 1 X 4 CUSLOR 1-1/4 4-1/2 CUSTOM 2 X 4 STD. 1 2 X 4 HEAVY 2 X 8 STD. 2 X 8 HEAVY WINDOR. DRIB. WO)iH (W) MULL SPAN 1 R STA. 1 X 4 STD. I X 4 CUSTOM -1/4 4 1/2 CUSTOM E R 4 STp, 8 X 4 HEAVY E X 8 STD. Z X 8 HEAVY WINDOW DRdS. WIDTH (YO MULL SPAN I X 3 STD. 1 X 4 STD. I X 4 CUSTOM I-1/4 4 1/2 CUSTOM 2 X 4 STD. 2 X 4 HEAVY 2 X 0 STD. 2 X 6 HEAVY �� o Z 19-1/8" 26-1/2' 30, 37' 4Y 48` 54' 50' Be 72' -3/g' 130.0 130.0 130.0 130.0 130.0 13o.0 130.0 10.0 19-1/8" 26-1/2' 0' 64.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8, 26-1/2' 30' 37, 42' 48' 64' 60" fie" 72" ip, - 37.9 59.3 78.9 55.3 88.7 130.0 13D.0 0, 4J F 6 W Q a IL C ,t 0 - Ia174 O.W W O 0 IL Q 4 D z j 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48.4 99.5 130.0 130.0 130.0 130.0 130.0 130.0 7- - - - 42.8 56.9 39.8 71.2 111.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 41.0 130.0 130.0 128A 10.0 130.0 130.0 - - - 37.8 50.3 35.3 62.9 98.1 10.0 10A 130,0 130.0 13D.0 130.0 130.0 130.0 130.0 37' 4 487 54' 60" Be* 72' 33.2 713 111.6 130,0 104.1 130.0 130.0 130.0 - 30.6 40.8 51.0 79.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 46.3 1275 91.7 10,0 130,0 10.0 - - - 35.9 - 44.9 70.1 128.7 130.0 130.0 13D.0 130.0 130.0 130.0 130.6 130.0 - 54.9 86.0 1115 80.3 130.0 '130.0 130.0 - - - 31.4 - 39.3 61Z 112.E 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 48.6 78.4 89.1 71.4 127.2 130.0 130.0 - - - - - 34.9 54.5 100.1 123.8 10.0 130.0 130.0 130.0 130.0 130.0 130.0 - 44.0 68.8 89.2 84.2 1145 130.0 130.0 - - - - - - 33.1 49.0 90.1 112.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 40.0 62.5 Simi 58.4 104.1 118.7 130.0 - - - - - 44.6 81.9 103.2 13UA 130.0 130.0 IJ0.0 130.0 130.0 130.0 - 38.8 57.3 74.4 53.5 05.4 108.8 130.0 - - - - - - 40.9 75.1 19-1/8" 26-1/2" 0' 37' 42 54' 80' or 72" 0-5/8` 10.0 10.0 130.0 130.0 130.0 130.0 10.0 130.0 19-1/8' 84• 51.5 110.4 iO.O 130.0 130.0 130,0 .0 130.0 19-1/8' 26-1/Y 30, 37' 54' 60' 88" 72' 1�• - 445 59.3 41.8 74.1 116.6 130.0 0 o t G �, Piy �i�N999 LL 2 b z� 130.0 130.0 130.0 130.0 130.0 130.0 10.0 130.0 26-1/2' 37.2 79.7 124.7 130A 116A 130.0 10.0 10.0 - 32.1 42.8 - 535 83.4 10.0 130.0 10.0 130.0 130.0 13DA 130.0 10A 00.0 32A 70.4 1102 130.0 1028 130.0 1 • . 10.0 - - - 37.8 - 41.3 73.7 10.0 37" 45" 0" 66' 72' - 57.1 89.3 118A 814 130.0 13OM 10.0 115.3 10.0 130.0 130.0 130.0 10.0 10.0 130.0 - - 30.6 - 38.3 59,8 109.8 1790 76 0 69.2 91`8 114.6 30.01 - - - - - 130.2 10.0 130.0 1300 1 0.0 10.0 1300 1 1019 1 1 0.0 46.1 75.2 N rn V 71.1 114.5 10.0 10.0 130.0 130.0 10.0 10.0 - 35.2 55.1 73.3' . 51.4 91.7 112.8 10.D - - - - - 36.8 67.7 84.7 104.1 10.0 10.0 130.0 130.0 10.0 10.0 32.0 50.1 66.8 48.7 83.4 102.3 130.0 33.5 G15 59.3 95.4 10.0 10.0 130.0 130.0 10.0 10.0 - - 45.8 81,11 +2.8 78.4 93,8 130.0 - - - - - - 30.7 59.4 19-1/8" 26-1/2' 30' 37" 42` 48' 54' 60' 68" 72" B3, 1 122.1 13D.0 10.0 10.0 130.0 1300 10.0 130.0 19-1/8" 28-1/2' .0' 37' 42" 48" 54` 60' 88' . 72' 8o' 34,5 74.0 115.8 10.0 108.1 130.0 10.0 130.0 19-1/8' 26-1/2' O" 1 37" 42' 45" 54' 144' - - 34.3 45.6 32.0 57.1 89.0 130.0 0 -� J 7 � m � z. ' Q J 0 N -1 emu) v a� 0 Z cVcnnJ U! n Z } ^ 88.1 130.0 10.0 10.0 130.0 130.0 10.0 1J0.0 - W.4 83.5 111.2 78.0 130.0 10.0 130.0 - - - 32.9 - 41.2 64.3 118.0 77.8 f0.0 10.0 I30.0 10.0 130A 10A 130:0 - 47.2 73.8 9B2 68.9 122.8 130.0 130.0 - - - - - 38.4 58.8 104.3 03.1 119.9 10.0 1 10.0 10.0 130.0 10.0 130.0 - 30.2 59.8 79.6 1 55.9 99.8, 130.0 130.0 - - - - - 48.0 84.5 55.8 105.8 130.0 130.0 130.0 130,0 130.0 130.0 33.7 52.7 70.1 49.2 87.7 123.1 130.0 - - - - - - 40.5 74b 48.8 92.4 130.0 130.0 130.0 130.0 130.0 130.0 - - 45.1 61.4 43.1 76.8 107.7 130.0 - - - - _ - - 35.5 65.2 43.2 82.2 1235 10A 120.0 1110 10.0 130.0 - - 41.0 54.6 38.3 68.2 95.8 13D.0 - - - - - 31.5 57.9 38.9 7Y8 1t5.7 10.0 108.0 130.0 10.0 130.0 - - 36.9 49.1 31! 61.4. 86.2 130.0 ARCHES 10 BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULUON 35.4 67.2 1 105.1 124.3 98.2 1 10.0 10.0 10.0 - - 33.5 "0 312 SSA 78.4 130.0 32,4 61.8 98.4 114.0 80.0 1 130.0 10.0 10.0 - - 30.7 40.9 - 51.2 71.8 130.0 ig-1/8" 26-1/2" 74.8 130.0 130.0 130.0 130.0130A 10.0 130.0 19-1/9' 26-1/0 - 91.9 81.3 1082 75.9 130.0 130.0 13D.0 53.8 115.4 130.0 10.0 130.0 10.0 10.0 130.0 - 37.5 58.7 71LI "a 97.7 130.0 130.0 0" 47.5 101.9 130.0 10.0 10.0 13D.0 130.0 130.0 30" - 33.1 51.8 69.0 48.4 96.3 10.0 10.0 37' 38.5 82.6 129.3 130.0 12D.7 130.0 10A 130.0 37' - 42.0 55.9 39.2 70.0 109.1 10.0 42' 33.9 729 113.9 10.0 106.4 130.D 130.0 130.0 427 - - 37.0 49.3 34.6 81.6 26.1 10.0 AGO MULLION 48" 74-1/4" - 63.7 99.7 123.1 93.1 10.0 10A 10.0 4Er 1�, - 32.4 43.1 30.2 53.9 84.1 10.0 54" - 58.6 86.6 109.4 82.7 10.0 10.0 10.0 Be - - - J6.3 - 47.9 74.7 f0.0 GLAZING GLAZING z BO" - 51.0 79.7 985 74.4 10.0 130M 10.0 So" - - - 345 - 43.1 07.3 123.6 PRODUCT PRODUCT N 86' - 40.3 72.5 69.5 67.7 120.7 10.0 f3 0 Be - - - 323 - 40.4 61.2 112.3 72' - 42.5 00.5 82.1 62.0 110.8 120.1 130.0 70 - - - - - - fi6.1 103.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS GlAZ,NO PRODUCT 3 GLAZING PRODUCT PRODUCT PRODUCT MULUCH SPAN 4 1 w2 WIDTH (W) = w2 2 Uo<m 0 •1 Engr. JAVAD �A ie%v I CML. ''- PRODUCT REVISED R b 33 RX PE p 70592 ascomptyingwith the Floside CAN,3538 Dnilding Coda ^ j; Accapt4D0e No �2 � � s1lpuMiDn D6te /7 o � � M1mn' ede Product trgP- 0 drawing no, M07-04 '8 YO" Sheet 3 of 7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS TYPE WIDTH (W) JWULL SPAN A . B I C D 19-1/8" 26-1/2' 3p' 37' 42' 48• 54' 60' 66• 1. 38-3/8" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 I3O.o 130.0 130.0 130.0 120.5 130.0 130.0 130.0 106.1 130.0 128.7 130.0 92.9 130.0 112.6 130.0 82.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 67.5 109.2 81.9 130.0 81.9 100.1 75.0 130.0 18-1/8• 26-1/2" 30" 37" 42' 48' 54• so" 66". 72" 50=5/8" 130.0 130.0 130.0 130.0 127.5 130.0 130.0 130.0 112.0 130.0 130.0 130.0 91.3 130.0 110.7 130.0 80.5 130.0 97.5 130.0 70.4 " 113.8 85.3 130.0 62.8 101.1 75.9 130.0 56.3 91.0 68.3 130.0 51.2 82.7 62.1 124.1 46.9 75.9 56.9 113.0 19-1/6" 26-1/2" 30" 37" 42" 4W 54" 60• 66, 72" 6S, 130.0 130.0 130.0 130.0 102.5. 130.0 124.2 130.0 90.5 130.0 109.7 130.0 73.4 116.6 89.0 _ 130.0 64.7 104.5 78.4 130.0 56.6 01.4 66.6 130.0 50.3 81.3 61.0 121.9 45.3 73.1 54.9 109.7 41.1 66.5 49.9 99.7 37.7 61.0 45.7 91.4 18-1/8" 26-1/2' 30" 37" 42• 48" 54" 80' 66" 72• 74-1/4' 120.5 130.0 1 130.0 130.0 86.9 130.0- 105.4 130.0 78.8 124.1 .93.1 130.0 62.3 100.6 75.5 130.0 54.9 88.7 86.5 130.0 48.0 77.8 58.2 116.4 42.7 69.0 51.7 103.4 38.4 62.1 46.5 93.1 34.9 56.4 42.3 84.0 32.0 51.7 38.8 77.6 DESIGN LOAD CAPACITY - PSF ffiNDOW DAIS. ANCHORS TYPE WIDTH (W) MULL SPANI j Aj B I C D 19-1/8" 25 1/2" v 48• 64' 60° 66" 72' 78" 114.7 130.0 130.0 130.0 82:8 130.0 IOOA - 130.0 118.2 88.6 130.0 59.3 95.0 71.8 130.0 84.4 53.3 126.6 45.7 73.8 55.4 110.8 40.6 65.6 49.2 98.5 36.6 59.1 44.3 88.6 33.2 53.7 40.3 80.6 30.5 49.2 36.9 73.8 - 26-1/2' 37• 42' 48• 54" 60" 66• 72" <76.9 84, 5 130.0 129.1 130.0 124.2 93,2 130.0 109.7 82.3 130.0 55.0 89'0 68.7 130.0 48.5 78.4 1 58.8 1 117.6 42.4 65.6 51.4 1 102.9 37.7 81.0 45.7 91.4 33.9 54.9 41.1 82.3 30.9 49.9 37.4 748 26.3 45.7 34.3 88.6 19-1/8" 26-1/2' 30" 1. qy . 46' 54' 60" 66" 72" 98' 932 130.0 112.9 130.0 67.2 108.7 81.5 130.6 59.4 96.0 72.0 130.0 48.2 71.8 58.4 116.E 42.E 69.6 E1.4 102.9 37.1 60.0 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 36.0 72.0 27.0 43.6 32.7 65.5 24.8 40.0 30.0 60.0 19-1/8" 26-1/2• 30• 37" 42" dg" 54• so, Be 72" 106" 82.8 133.9 100.4 130.0 59.8 96.6 72.5 130.0 52.8 65Z 04.0 128.0 42.5 69.2 51.9 103.8 37.7 61.0 45.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.6 71.1 20.4 42.7 32.0 64.0 24.0 38.8 29.1 58.2 22.0 35.6 1 26.7 53.3 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN IDAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19-1/B" 25-1/2" 30' 37• 42' 48' 54' GO" 1. 72" 120' 74.5 120.5 90.4 130.0 53.8 86.9 _ 65.2 130.0 475 78.8 57.5 115.2 38.5 62.3 46.7 93., --33.9 54.9 41.1 82.3 29.7 45.0 36.0 72.0 - 28.4 42.7 32.0 1 64.0 23.8 38.4 28.8 57.8 21.6 34.9 25.2 52.4 - 32.0 24.0 48.0 19-1/8" 26-1/2" 1. 37" 42" 48" 54' 60• 68" 72" 132• 67.0 109.5 82.1 130.0 48.9 __ 43.2 79.0 59.3 118.6 _ 69.8 52.4 104.7 35.0 56.6 42.5 64.9 30.9 49.9 37.4 74.8 27.0 0.6 32.7 65.5 24.0 38.8 55.2 _ 21.6 34.0 _29.1 `26.2 52.4 - -31.7 23.8 47.6 29.1 21.8 43.6 19-1/5" 26-1/2" 3W 37' 4y" n6' 144' 52.1 10D.4 75.3 130.0 44.6 72.5 54.3 108.7 39.6 64.0 48.0 96.0 32.1 51.9 38.9 77.8 28.3 . 45.7 34.3 - 68.6 24.8 40.0 3D.0 60.0 22.0 35.6 26.7 53.3 TYPE ANCHORS TYPE hB,C OR D 1 4.V n 0, a� Og p' O Q -1, .OJ QWiy,N Sm m to d 0 JN N 0 _j Wi 00 m I z V1 rj 2 � a Z aUna [HORIVINTAL MULLION 2 ARCHES RECTAN M BE INSCRIBED a I f� r 0 1RS T AANCClHI OR D MULLION SPAN WI + W2 E^9. JAcMAHMAD• PRODDCTREVISDD L'o "4 WIDTH (W) = 2 FlA PE / 7os9z G4Comply�%fti mmift b Building Cade a EkPlrolmn Dmte /7 v o �0\\ B Glomi Product drowing no. ANCHORS M07-04 • sheet 4 of 7 i 1/4' OL4. ULTRACONS 2 PER CUP (1 ON EACH WING) WOOD SUCK 1/4" DIA ULTRACONS 2 PER ( 1/4" DIA. ULTR 2 PER CLIP (1 ON EACH 01 cu CUP WOOD BUCK OR WOOD STRUCTURE 1/4' DIA. ULn 1 PER 1/4" DIA ULTRACONS 1 PER ANGLE L2X2X 1/B" ALUM ANGLE 14 SMS -3/8' O.C. MIN. PER ANGLE 1/4' CIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE OIST. MIN. EMBEDMENT WOOD 1" BLOCK 2-1/2' CONCRETE 2-1/2" �v a n Z n 0 o Q 0i 0� a� �a 0 n (a O m d g < N>m6 I Q N N T N J CJ �N N J� o :x Ld WI OQ� LL �IuYu�3�� a Zfl 8m n _ �Um ui >- J QI CA)rno ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AKA1-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR < m u WATER -WHITE METHACRYIATE LACQUER. En9r. JAYAD IAAD PRODUCERMSM Q '1 CI111L FlA. P 3' • Building ilding CAN. 3 538. Code �oCoodNWoi1tb2d'19 PT01lm d u • Byy 'rMion Dn14 J'f $ � ,t Mai c1 drOwing9 n0. I. M07-04 'AA . sheet 5 of 7 p.1 11 1/4' CIA. ULTRACONS 4 PER CUP (1 ON EACH. WING) 1/4' CIA. ULTF - ' —'R CUP (1 ON EACH 2BY WOOD BUCK Ed. 1/4' DIA. UVTRADDNS 1/4' WA N_TRMANS �4,M 2 PER CUP (1 ON EACH WMO) 1 PER AN lLE I 0 n�``I11 0 sZ "LAIN. a I ••I I., J!I•" ... 1 i I': H Illll •i CUP SMS EA. 1/4" CIA OLTRACONs 2 PER CLIP (1 ON EACH WINO) . 1/4' Du, ULTRACONS BY 'E1G0' ULTRACONS HAY E M OR FIAT HEAD SUBSTWITE Ed. - MIN. EDGE DIST. I MIN, EMBEDMENT WOOD I D/B" ELDC7C 2-1/2' 7-1/4' CONCRME 2-1/2" t-1/2' dg 0 I I `i III 2x2x1/B 1 l I ALUM IUQCli O Q' CY I AdCQ `Vl aa�orc i m 0 .0 N6aM� u f- 2 u).� F� ? Um N �I B: p j ,lay u fn n. C] --------- I ALL CUPS AND ANGLES TO FlT SNUG INTO TORE MULLIONS.Eng: IRE CLIPS OR ANGLES CONNECTED O= TO UAMRY TO_BE PROTECTED 1 I WTM ALKALI-A61S W OOAMNGS. SUCH AS BDUMNOUS PLANT OR l I WATER—wlorE NETHKri11ATE LACQUER. X-&TERNATE ANCHOR. I. axg.0P7 JU'AD AHE NA PfT0592_ CAN. �o N 11 PAODUCI'RENlSED 1iW1Efig xiWthaY�lttls - A 000No Dm C < a v d ._ o n S drawing no. Mi® P-hd ANCHORS TYPE 'c' M07-04 sh4et B of 7 3 PER 1/4' DOA. ULTRACONS 1/4" DIA. ULTRA 2 PER A II II u u #14 SMS I I 1-1/2" O.C. MiN. I 1 3 PER ANGLE I I 1 I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT HT SNUG INTO TUBE MULUONS. ANCHORS TYPE 'D' e 14 S.M.S. 2/ CHANNEL #14 F.H. 2/ 1/8" THICK ALUM 1 LENGTH TO F INTO TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY L I \l ACCESS HOLE 2X 2X1/B" ALUM ANGLE 1/4". DI& ULTRAOONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" BLOCK CONCRETE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRIILATE LACQUER. THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 5V? A i i 1O.C. I I 1-3/4' % 2" X 1/8" (FOR (2 By 7UBf 3/4" X 2' X 1/B" FOR (1BY IUD, ALUM ANGL CUT TO FIT SNUG INSIDE TUB ANCHORS DETAIL _#1 METAL TO METAL CONNECTION h TUBE MULLION Z °p Q ---- a Og oaao TUBE MULLION Q 413� N N LL Z Q �f '14 FH SMS 2 PER CUP FOR CHARTS A, B OR C O 3 PER CLIP FOR CHART D N 1-1/2" O.C. MIN. N Z m It 0 JO W¢O W Z aU mu � P, In rn o s EA9nJAVAD AHMAD CA4L PR1mUCTRi5V13GD as camplYinB wiLhlheFlarl� q FUL PE A ")0592 M C B Bui[dulg Code-aasi.Lx! '.. " Accaptalwe No I% a iretiml Dab K o € Bp � Ot` Miami adeProdue[ drawing no. D..,, M07-04 sheet 7 of 7