Loading...
935 NE 99 St (2)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • Date 91- D Type Insp'n 'Y'OJ (,OR 0.41 Permit No. 41 ? P aP3 — R� Name � C�K + Address q35 r[L 9Q S r Company /Ltk 40_13A3-4-) Phone # 3o - �a1 Inspection Date ? / 7 / `l Approved Correction Re- Insp'n Fee 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. b/c) 6?o,Q PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle Owner's Name (Fee Simple Titleholder) f Phone # Owner's Address '3 5 4/1 9 sr City State Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name � G l IVA-142-k_ Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Addition ❑Alteration Describe Work: Notary $ Miami Shores Village Building Department Electrical Plumbing Mechanical Roofing � 3 5 tia q951 County Miami -Dade Zip NO ,New Phone # Square Footage Of Work: c( Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ` �d `—' Permit Fee $__11 / 7 5 - CCF S ‘t 0 CO /CC Training/Education Fee $ i d Q Technology Fee $ 4/ 3 v Scanning $ — Radon $ – Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ / t (, ) ? (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN 1 5 200k Plans Examiner Engineer Zoning 3. /ve 91 s r. Legal Description f �9 7U Set. g f A ' /J Owner/Lessee / Tenant /4/ G L4 �l G Owner's Address / 3 1 /VZ '7 sr: Contracting Co. //t af `‘ S . 7 /( r 1- " 13 Qualifier (8tir State # Municipal # Architect/Engineer Bonding Company Mortgagor MOVED APPLICATION FOR MIAMI SHORES VILLAGE f /3246 03 f0?: L/ tc Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN .114 t f crniaa 44/15 WORK DESCRIPTION l� t cT laA/ ,vS Square Ft. Estimated Cost (value) J WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I cert•fy that all the foregoing information is accurate and that all work I be done in compliance with all applicable laws regulating Condo President construction and zoning. F 4 1 ermore, I authorize the above -named contractor to e work s 1 ' owner and/;� Date Signature Notary as to Owner and/or My Commission Expires: FEES: PERMIT RADON APPROVED: 4Gb • �)05 Zoning Mechanical die a1,, ••• bn#' x 2 sires Feb. 9. Q�c Bonded Thru Atlantic Bonding Co.. Inc. Plumbing 6 - 1a — o C.C.F. SS# Tax Folio Address Address Address NOTARY Building JUN 1 5 2004 Electrical Historically Designated: Yes No Poo) gga' Phone J 2(7-3113 Address l /// S Z / 4 L- 'f ' z h 0q2- - ,( 17i7 Phone 127— / 2O7 Competency # C11493921 Ins. Co. /`" Master Permit it tor or Owner -Buil M Pe ^ °e , Co mmission #` Notary as to Contractor or Over :� i Expires Feb 9, • �:�•: ° Bonded Thru My Commission Expires: - �'Q ' �.;o�� ` Atlantic Bonding CO.. InC. BOND TOTAL DUE G /0A Date 04 ate Structural Engineer 1 (0C-S (954) 587 - 4207(800) 728 - 5126 —Fax (954) 587 -4204 b X?(=- A lLtv u4A.1 5101" P"11,1S O N tAl ; 4r CI1 tout. o p a . i z, 13 (4 t� h�.. Wlauo 14 4 rifr 5MP4 Vo( , tak St-tOtAs CN.u,A *' (6-0-m6Q) coot 1111 SW 21 Avenue Bay #10 —Fort Lauderdale, FL 33312 ALL WEATHER SYSTEM, INC.. (R4P.rr) � - so( ADOITto,.AL )J45 o Ws [2, ad 6 +D iv I2Q9k My e -r c bq4CT Ijo S tze MoPI Fu fen /10 avi $1 ,z 6 0 I (0 a kites5 oPiid6S . rJo 600n,4(1162'.'6( � yasfia� , Q AImtN►, STgA7,�s 0► 0 : 131 ` 3■v- (o arc ( 1 C A )f OU ., O� I Z 0‘) • sA vork row4 3,7 7'(x S 2t x3 1 3 13 3 10 7 x08 I ? gx63 1g3)c53 13, 16x,8o 1 K 3 743Z 37x383 16, 72-x8° (3x I 37)0 38 04 11:7i/ON 2 a.18x87 {4. N. 0 z12427.1) v.Jr i I i c.vv.a v0: 4 :.)O i1'J 1-UL LInOU6tr166 on MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (APU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIiJ (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 AID) may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD - 101 Outswiag Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 8 of B, prepared by manufacturer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after 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. INSPECtTON: 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 # 02. 0702.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was -• r - by Ishaq L Clhandaa. •, r PUT Industries 08 Page 2 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (30S) 375 -2905 r� in:6U $ FTIflN 6.500 W O O 1111341 - 0431.1067 - 25" MM ifti 71.750 I--- MAX. 35126 MAX. - 6 1;4:1= MOM 000 --j 4100 4.000 4.000 LARGE MISSILE IMPACT DOORS OXXO /.) GRINS OPTION& afE SNIT 3 FOR GIAZING XT/419 ORM) - .492 (.3/87 ~40E0 (4/16- NEAT 57/53412111ENED, _ow MEN 1.41E( 1/r AWNED ORTON 2 - .402 (3/87 ~MED we- NEAT SWINCINDIECL .090 701:3? 1/0ER. 1/r NEAT =MDR:NED OP1VN .1 - vrs' WOWED (4/18 NEAT SIRENCINENE4 MO MIER LA) 3/16' AIRENED OPRON 4 - 7/16. LAMM (4/16'16AE SIRENSDIEMED. .090 IOW LA) 3/16 HEAT SIRENCINDIED 2) DESIGN PRESSURE RAM (WE was sour AS: 000R NM IRON =DAMS: 6.503 (AD a SILL) YU IRON CORNERS: 8.000 ("was_ ) aim A09 AT HEAD & !MOO MAX SPOEDIG AT JAC& 21400 4.) SPILITER REDUIRDIENt stymies NOT REQUIRED. 5.) REFERENCE TEST REFORP F7t-2067 6.) SCOLANT TO EC 4PfUED AROUND RC MIK CORNER a PANEL CORNER SEW. N..L. ................ChffUOHT -I °POING I ti „Aro i MAW II= . 13-260 0.000 I 25 um. ifti 33 3/0 MAL Al - 311.125 MIL \ \ I INACT cut f \ IVE, .1-mort.. I 31.000 1162.. --"- \ \ \ N. -' '7 .--......-'.. " --- " - ""'• - •--- \ \,.. 4............. .. " 2 POW \ WOK \ , opnom 40011-.. -„. Few 1/4" Twoone or 6 ft* Scosso 11601 id elm Ll. Tap • Bertom. 4.000 4.005 4.0:0 4.000 1 21.000 1613. 13250 MICE L00. 711PCAL 6.000 MIL -11-6.500 47.573 MOE WC. 11146/1. BIDISRLABLMLLINACLAALL siren I. (nom P.C. PE f.30712 404e11441 37.500 Mt 36.125 OM 1 ss We mom A 25' OWL A 33 3/6 OM Li I _ 0■411.101ff -I I- mum ...._ J 0511.10117 OPOmci iwo 113211111061 MAE NOK04115, ft 34275 P.O. 0011 1525 92992115. FL 34774 2 pow Lac OP111211 _J73.30 s 4.000 4.000 4.000 4.000 sarAmta FD-101 O.* 0 X 0 V 13.60 MM 7/17/03 Arm 8/10/01 72/99 iekkaor D-ADO CRO. DOLS AwAkA. tilL7p6 WS& NW 8-PER LEDER 8/17/0, ELEVATIONS OXXO & OXO 34126 10JC. gI 1.3a. J 5200 1111106 0.000 21.000 880. 21.003 WM 4.000 4400_ 4.000 moDuCrmoireto m ow PINWI 4141141411•811 C I C C C. C 0 • • 0 Is i t C I- Isom Irme avow ft pot DI NTS l' 8 972 1 D i t to co rt Co C a ALUMINUM FRENCH DOOR IV/ SIDELITES COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/W Heat Strengthened, .090 Inner Layer, 316' Heat Strengthened 1 04y. of Shbs SIdM6 Width Max. Door Widths Heights 79.750 I 83./50 1 87.750 ( 91.750 95.750 22.000 -75.0 -75.0 450 -75.0 45.0 75.0 75.0 750 75.0 75.0 28.000 37.500 -75.0 - 75.0 ` -750 -750 -75.0 75.0 75.0 750 75.0 75.0 30.000 500 -75.0 -75.0 -75.0 -75 u -75.0 750 750 750 75.0 75.0 33.000 37 MO 75.0 750 750 750 75.0 75.0 750 750 750 75.0 36 125 37 500 __-75.0 -75.0 _750 -75.0 _75.0 75.0 75.0 _ 75.0 75.0 75.0 22.000 71.753 -15.0 -75.0 -750 -75.0 -75.0 75.0 75.0 750 750 75.0 20.000 71750 -75.0 -750 750 -75.0 -15.0 75.0 /50 160 /5.0 /5.0 NQ 30 000 71 750 -75.0 -75.0 -750 -75.0 -75.0 75.0 750 75.0 75.0 75.0 33.0)0 71.750 75 0 -75 0 -150 -75.0 -75.0 75 0 75.0 750 750 75 0 30.125 71 750 -775.0 -75.0 -750 -75.0 -75.0 75.0 75.0 750 75.0 75.0 COMPARATOE ANALYSIS TAE 1. - GLASS OPTION I 3110' Heat Strencthened, .080 Inner Layer. 1/8' Annealed a a 0 WAN Width 77 noon Max. Door wldms :i7 503 79.750 -75.0 O a a 0 Qty. of Slobs 1 2 2 2 2 2 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36 125 37.500 37 500 37.500 37.500 71 75o 71 750 71 75.) 71 750 71.750 Heights 75.0 -14.1 74.7 -64.7 64.7 -55 4 55.4 -48.9 48.9 -75 0 75.0 -74.7 74.7 84.7 64.7 -55 4 55.4 -48.9 4$19 83750 -75.0 75.0 - 732 -63.2 63.2 - 5.3 53.5 -47.5 47.5 -750 75.0 - 732 732 -63.2 63.2 -53.5 53.5 87750 -725 725 -/O8 708 -61.0 610 - 515 -45.4 454 -725 725 - 708 705 -61.0 6113 -516 515 -47.5 47 5 -454 454 - 91.750 -70.2 70.2 -68 5 88.5 -59.0 59.0 -50 1 50.1 -43.4 434 - 70.2 702 -68.5 68.5 -59.0 590 -50.1 sal -43.4 43 4 95./50 -68.8 88.8 -61.1 87.1 -58.2 58.2 - 48 9 48.9 -41.8 41.8 88.8 68.8 .67.1 87.1 582 58.2 -48.9 48.9 -41.8 41 8 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/W Heat Strengthened, .090 Inner Layer. 1/8' Heat Strengthened 0 a O Max Door Valens 375011 of slobs 1 1 1 1 1 2 2 2 Sdallta warn 27 OM 2a.o0o 30 000 33.000 36.125 22 000 2 30 000 X3.000 36.125 37.500 37500 37.503 37.500 71750 717!43 71750 79.750 -75.0 75.0 -PA.0 75.0 -75.0 75.0 - 750 75.0 -75.0 75.0 71 750 71.750 -75.0 75.0 -75.0 75.0 -75.0 83.750 -75.0 75.0 -75.0 750 -750 75 0 -75 n 75.0 - 75.0 75.0 -75.0 75.0 -75.0 75.0 -75 0 75.0 -75.0 750 87.750 -75.0 91.750 -75.0 75.0 750 -75.0 75.0 -75 0 75.0 -75.0 75 0 -75.0 75.0 75.0 -75.0 75.0 -75.0 75.0 - 75.0 75.0 -75.0 750 75.0 75.0 -75.0 75.0 :5 75.0 -75.0 _ 75.0 -75.0 - 75.0 75.0 -75,0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 750 95.753 -75.0 75.0 -15.1' 75.0 -75.0 75.0 -75 C. 75.0 -75.0 75.0 =75.0 75.0 -75.0 75.0 -75.0 75.0 -75.4. 75.0 -75.0 75 0 75.0 -759 750 NOTES: 1. NEGATIVE DOWN LA SS BASED ON TESTED PRESSURE AND GLASS DMUS AST E 1300 -9S. 2. POINE T>essm LOADS M0) ON NM1ER TEST PRESSURE AND GLASS TALES A51N E 1300 -95. 3. GE)FAOIL• 0/O • MUCK OPENING ® 0/0 HEIGHT - DOOR HEIGHT - 10.875' 0/0 50TH SOELRE - SIDE1nE ROTH - 2.750' 0/0 50TH PAFFL • PANEL 5 51 - 12.500' NAM � PA. 10M MOMOI T EMU - ONIONS. FL 34213 P.O. SON 1544 II MAN. FL 3494 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/1O' Heat Stenottxned, .090 Inver Layer, 3110' Annealed 0 X 0 O x X 0 Qty. of Slabs 1 1 2 2 2 2 2 SI -- 11nem 77110 28.000 30 000 33.000 36.125 22.000 71.750 28.000 30.000 33 000 36125 Max. Heights MAIM Ia 1 79.750 -75.0 375011 37.500 37.500 37.500 37.500 71.750 71.750 71750 71.750 75.0 450 75.0 -75.0 75.0 .75 0 75.0 -70.0 70.0 _ -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70 0 83.150 -75.0 75.0 75 U 750 -75.0 750 - 75 0 75.0 -67.9 67.9 - 75 0 75.0 -75.0 75.0 -75 0 75D 87.9 670 87.750 -75.0 75.0 -/5.0 75.0 -75.0 75.0 -150 750 -65.7 45.7 _ -75.0 75.0 - 75.0 75.0 -75.0 75.0 -75.0 15.0 -65.7 457 91.750 95.750 -75.0 -75.0 75.0 75.0 -75.0 45.0 75.0 75.0 - 75.0 75.0 - 74 7 74.7 831 -60.4 63.1 60.4 - 75.0 - 75.0 75.0 I 75.0 -75.0 -75.0 75.0 75.0 -75.0 75.0 -74.7 /4.7 -75.0 75.0 - 776 726 -75.0 75.0 -72.0 72.6 53.1 63 1 -00.4 60 4 A, r /way /9/02 F K 8/ Them ¢ 6 / eIy 05. 1 7 12/99 D- 4110WIB AaWS AwAA•r ti-PER LETTER 8/17/01 LIONISE 1r w Y 0∎11 MplisM (. s4 NNW DESIGN PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/ SIDELITES at f a or ! NTS o2 8 I X72 17 017:/.2:80 COOZ/LT/B0 so seTI4 so seTa4snpul 3/16 1EJR STRENCTHDI D Aso MI ER LAYER (SEE NOTE) • 1/r ANW/ EO Ma MEWLS GLAZING OPTION 1 .402 (d /6) LAMUWIFQ -- 3/16' HEX STRDi6RIENFD Ago MMMR LATER (SEE. NoWE) . fir FEAT STRERMENTfl GLAZING OPTION 4 I4. "LA1(M6TE0 3/16' NEAT S01:9I00ENED MO HIER LATER (NE MOTO 1/Fr ANNEALED 3/16' FEAT SMENCNOE'.D .O90 INNER LAYER (SEE NOTE) 3/16' NEAT STRENCREt/L 37 REFERENCE TEST REPORT: F7L -2067 3/12' 1221 SOSOICRElm HEAT STRENGIRDIED 0110 MEP LAYER (SEE NOTE) 0MO MINER LAYER (SEE NOTE) NW 1/r N STRE]M,111IFFD 1F3tir 1/6' N00 KENE KCTFIEI® MSS eww1FC GLAZING OPTION 2 402 (3/8') LAMINA1$Q NOM RIMER LAYER YAP BE DLPONI BlL aTE WO OR SAFLEX/RE LPSAFE M4><iM AL • NeMri L Car t. PL PE 130712 Shuehrei wit 1070 TQ.TMOLORTT MUM EMKCM5. fl 3423 F.O. BOIL 1624 NO(014 FL 3424 X48 3 /1r.ly SIRENCT4DIED .090 INNER LAYER (SEE NOTE) 3/1i ANNEALED .437 t.K. E/E7/b3 D-HD CHG 7lIS SlT F.K 94/02 =7/16 LASS F K. 8/20/01 9 -PER WIRY 8/17/b1 D 8 7/12/99 GLAZING DETAILS GLAZING OPTION 3 7/16 LAUINATEQ 1'ROMN(faTaaeo . r..EA.E+YMMN Mob , . . 2- - 2741 -- S1. .L4, ALUMINUM FRENCH DOOR / SIDELITES m or I tiTS �3 8 972 0 MAY INTERIOR HORIZONTAL SECTION Aram HORIZONTAL SECTION �r0 REFERENCE TEST REPORT: FTL -2067 71.750 trMl I.. MR P.E. PE fan2 Struebad —I 1-- 830 IO/D 1021110 A.7 MOTE MOKOMEL a 3075 ka LOf ISM MOMS. FL 34374 Kt SOW S MR AMEMONS 7G7 # arm rare aiw 1417/03 0-NO Oa THOS SYI► ariNG n Siff Si 'X 8zn1 PER 1E17ER 8/r7/01 fermi Ra 0.8 7/12/99 SECTIONS _S(OELJTE tageroloo W ow ALUMINUM FRENCH DOOR W/ SIDELITES b a.rvlwrc dbr Shwa: o.+. M. IY. W ro -10r I NTS 4 0 8 972 D CD 0, 1 �1 1 O r 0 0 0 0 0 0 Q• i • 1 11 r L1unyet •e•• I is, •_ !'= t?*r1 1♦01ii.MES= i7Rlt.'IILtt". !1 • :, :• . .iw.7 %r11:.')2rLr• =1 1 7110il /illIII L'n ' ' _. l4J 1 : =I L• %2" tfF:. „ .1P1 i. ri , :_st♦' sir' Uttl.':111.:t.::(AE> t.., !1.1:.•v ti:4 , . f_!1 11 r:.t Cr1A 1;, v1al• :}z•mr_•ir.3l tNNIE:=11 Mr.M12' V2. :It'd _a .2rrf 1: /IlMr 9k'.:4•CiC7a flrJ1G.'s'[ft►r ; itara.7'at::f'•11!Nr 7.>>r1p•:•a:a ►.',...71 M10111ci2fAr.': i:1li. �f•lYJ! !1 L•T- 1i..i-,7•1•lCPW _!'a =1-745 :•ra:;'r111( PI' »L .!' MI/!/1r. 11•1Fr /fa1larG.. : •:. :•�rar.;ir.111;1i1 •I! :".:r: . Num MITA F es .:, . G` ::a1r 7/•:'4 71 r:i11 :. C7r� ^.? glom _ta IM 1E7 • iD''4iire.cyF ??i..• : _ 1.2101 1L1[::._;.1. 4� •:. •.4 '� Cftir7l 31:. ; r Ers ? 1F1 :1 it Irr✓. ^ ::• : :: ill1 11.1Fir:•.J1:711 :: Cftlil1011r: •II {=v •4,')•ilil1Clrii 1l aflt LI- a3]!1u::•.w.:::� P IfL31Sa1• ' a :,.: a.u: '• -ItlY1l � 1 � 1. � Enr :..R ,.. . /1 !) .';.il " i!>t FL •`F)if � .'. r f F7'TP: 7 tri , rlil i li = •I E '•ii/? 1 .'"a 1I'1111• :J /'.•2114-0 ICS.: I tEEP:. • . lrr.•J1 I;.:14 .:q.-]l:• >111MM/ =1riJ C1L :• t13fli_ ; - . :.: iAri tit =: 1E4'01 •• :�J.;':I 2 27 it� - =s;7 �r:•,Jl i: i•r ?S7i 14 :7 :ii �"r• tr �,. I Y.ri r= `C = 41::'1161 /1 is1(r _ • :/i �. ! ' .4 r,ir � : �iE3eil 'r.'r. 1i fi'C► fi t� . .'�,':�e ,.1.1!". 1:'•.'.-' 1•1L11 11 1 • 6:•F:•� . •I .; sa AV ,.�QE1l •;s.•• 1:• Win ri•7.'ilP : /.': [_•a ..- ✓: ti >: 1 12 %•• :: :AIIM1lil\r•Fit 1• :. i71M RS :• : rgr•.•.■/L» li!ti137 :r : : >1 51150 °■ v..6.. 1tt•1rr %3r0.'.' 'I fc!• ,t:: r•:. 11i•Il[: MAI . 'r=ri:' , '■C%_rrMil 47 "1111 --- r ilFJ1 •.o. r.-.. VIA F "i�7,ry:"rL;T l; D' r:._f�>•r_!r' ' ! ■�: n1Rl: %l: ?Af• «LZ:� r7�r. 70111111•11111•1•L1F71 ..'l ""•',7 77Ir I1 1 tflil'•• :1lr a.4%.1t is 14.7`./ l07l,• , •: / 7. ... IEI NM WAN Lt1{L• -Zr !•� "j6l. , t +- +.ss :.tt':174■111111111111111 t1b11 t? � {.7�ii:'•?� +:e1fG'>s•s: ti3r•�i[t' �1.'^nJr•'•'da t. %� i -:'. : -t!<Ol f ib' 1' !a?.,?f'lhlfl•' =J' ► Igr. r' 1 1/ i! iv-mtr- 1Era1.1:•1P li : -'17 L.7' L16f1 itogs 1. WS N rl9'aKC7s ARE FOR at0 OQ44A11447IOV REFER er TEST WORT: FTL - 2067 lrr/ it F.K Mang No Own qv D.& DN. 1 17 9 /9/02 e /o 7/[2/99 0• CM mrs 511T C A110 7 /161. CiASS B IR tdTFD[ $/1701 now ALUMINUM FRENCH DOOR W/ SIDELITE e S awlr.re 8 I o.+. 972 17 Robed L Cork Pl. PE 139712 Sb.rlud 10N 1H]r10LOGY ORME NOKO IS. M. 31279 P.O. 8OK 1525 MOM. fl 34V4 BILL OF MATERIALS FD -101 I NTS r.L rotoougracrawma .t..1� 571Mr M iW11115 4.000 O DOOR PANEL HEAD 6 SILL 6063 -75 ALGOL O MEAD ER S7R1P OMAN1Qf1 3 6063 -15 ALUM. .375 1.D. 2.125 1 ® NNW EXTRUSION 6063 - 73 ALUM/. .12 ET 4.100 4.100 O DOOR PANEL JW8 6063-73 ALUAL h- O 1.272 11 TRUSS CLAMP 6067-73 ALUM —1.730 — .062-- 1 " O FRAME HEAD 6063 - 15 ALUM. 4.673 4.675 1.475 I .062 — 4. 00 r_ ,mo ,rnnaar ae�c NamMM a 3675 P.O. BOY /S!! AMU; R 3494 © DOOR PANEL. EXTERIOR ASTAL 6063 -75 UM O OU S*114' 7HRESH01D 6063 -15 A1.U11. F.K. bass Ak F.K. Mak 7/05 i 9102 75/02 1.469 3.000 >rdi.s D 016 DOS SIT a air C -N11! 510 4 — .050 I. F7L 6 UE J4& 6 6063-75 AIM EXTRUSIONS PROFILES, DOORS asescresmans • twai team 4 Nabs ALUMINUM FRENCH DOOR W/ SIDEL!TES sra k s « 5144 st Na FD for l NTS 6 M 8 of 972 D 4.558 o J7 SIDEUTE BOTTOM RAN. 6063-15 ALUM. >0 O SOLUTE MD ADAPTER 606i -TS ALU11. 3.130 062 -NF- 1900 36 S0DEL! E HEADER 6063 -75 ALUf. — .075 1.170 t ( MOM L RE /30712 S # 7I 1oi0> MOM fl. .ws P.O BOX 13111 hG'dg a 34174 r"i r1 o wan .uma JS 6063 -T5 ALUM F K 1 / nu03 0-NO a+0 MIS SIN F.K. )/9 /02 C--NEW SKI ism K 9/9/02 EXTRUSIONS PROFILES, SIDELITES ALUMINUM FRENCH DOOR W/ SIDELITES lisroviorme l&ast rD- 101 NTS 3.00,0 a 7 ' 8 r od= aemistat Immo ad" moor SOW mato mow ow 972 "Dg 1 ) TYP. HEAD /14 ANI4d0 - Illt1 IN le 7W. SILL Xriar OW 112 FLIONEAO OMB SAICPG (SIX NOTE J ON MEET 1) TYP. JAMB/SIDELITE REFERENCE TEST REPORT: FTL -2067 x� 3 7, L .PL -pt 1.311171X ///4• 2A<1L10N (5EE NOTE 1) (SW KBE 1) 21, MOOD BUCK w 1107E 2) TYP. SIDELITE HEAD TYP. SIDELITE HEAD 1 4 • • •' TYP. SIDELITE SILL NOTFS; 1. USE 0111.r lI -odor COWS AF7MDOKD a c0 OR NW WOWS 2. MISDY1A110N OF ffi HOOD BLOC TO 1 51 1E EABINEERED MAMMY AND TO BE REVIEWED B OVUM OTi1DY. Z NSTAILOIO r or is MOOD BUCK 10 1 I E SUBSfl1111I TO BE macron SOWELY. TYP. SIDEUTE SILL D.8 7 f2/99 ANCHORAGE 0-NO GNO 7M5 SNT iMs B-P61 LETTER 114 RIMIFAD ar WOOD BWit (SEE NOTE 2) 114 FLA11E.4O wu. mem mamas li IFdri�� Ophvirs C 0 C C C. C a a a 30475 ALUMINUM ALUMINUM FRENCH DOOR W/ SIDELITES P.O. BOX Ian 3044/10411M irrr - . . o� W► Awt OQ Wes FL 34X/4 FD -for I NTS 8 0 8 1 972 a m CO MIAM MADE PRODUCT CONTROL NOTICE OF ACCEPTANCE ('CT Industries 1070 Technology Drive Nokomis ,FL 34275 Your application for Notice of Acceptance (NOA) of: I "x Std. Wall - Aluminum Tube Clipped !Mullions • under Chapter fR ot'the Code of Ivtiatni -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. I f this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06 /28/2006 Raul Rodriguez Chief Product Control t)ivisio:: THIS IS THE COVFI2SIIEET, SEE AI)DITIONAI. PAGES FO12 SPECIFIC AND GEN1iI2AI, CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMFTTEF. This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06 /2 11,0 450001 \pc200011(enplsceslnouco ucepunce cover page.doc Internet mail address: poshnaslcrr ,uiWincodcunlinc.corn tt 0orn:;QS ma. MlA,MMI -DA UE COUNTY. FLORIDA ME'T'RO -DADI3 I''LAGLER BUILDING 1111ILlINC CODE: CO%IPLIANCF: OFFICE: MliTR(>•I)AI)1: MAULER I)UILI)INO tall wl :Sr t'I.: H .ER S t'REI:l', SIll'I'I: 1603 18.1h (It, 11.01(11)A 33130 -1363 (303) 375 -2001 FAX (303) 373• :m1s CONI'It.\(-I oft LICENSING SECTION (3(15) 375.2527 FAX (305) 375.255s t'c)N'rtt:u -roIt cm:o t('F :.\►e\1' DIVISION (305) 375.2966 FAN (305) 375•290M t'It(1I111(- 1' ('( » 'rltlll.tttyIoOV (30 375.2902 FAX (305) 3724039 I T T 'c' is � , OF SPErTION tfoinepage: Llttp : / /ww•w.bulldinfcodcunlinc.cum PCT industries 0Q017 Or Ri 3• ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 282001 JUN 2 8 2006 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, (10 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The I "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "I" Sid. Wall Mullion Arrangement Detail ", prepared by manufbcturcr, dated 4/28/00, signed and scaled by Robert L. Clark, 1'.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either l x2x. I25 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.i T his Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.4 Any other documents recuired by the Building Official or the South Floridi Building Code (SFBC) in order to properly evaluate the installa ' a of t u s system, Manu Perez, P.E. Product Co - Produ ontrol Division 2 Examiner PCT Industries ACCEPTANCE No.: 00- 0912.05 JUN 2 8 2001 EXPIRES JUN 2 8 2006 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office, 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration dale may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause fur termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 , 2 and this last page 3. ENI) or TillS ACCEPT oicr. MVtuctu , Per z, N.G., Product Coptrtil .xamincr Produh'f Division (J 0L9 205 3 GtAZUni PRODUCr 1 GLAZING PROOLCI i- r---- L. -W2 r ANCHORS: TYPE, -a-. rYP. ROTH OR .0' MALKIN ENOS\ w -wi.wz f2) WINDOWS MU! LEO 7OGETI:ER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 CF 5 MAX OPENING = W OR WI - W2 MULL LENGTH = H NQTES I. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER 10 SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT 4. REFERENCE TEST REPORT FTL -29G2, 2903 AND 2975 - - w - - ANCHORS: PP( 'R Y OR T]- CLAM: I 00001'T 112 MIA LION GLAZUK PRODUCT H - HI. H2 (1) WINDOM MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TARES ON PACE 5 OF 5 MAX OPENING = H OR 141 +H2 MULL LENGTH = W Roberti.. Q k. P.E. #39712 Strurt FWIIw2H N- WItW2 H-HI4M • 12) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES • ON PAGE 5 OF 5 LII) MAX OPENING - H OR H1 +H2 MULL LENGTH = IV OR WI +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 I ■ INDUSTRIES ANCHORS r1PElt, 'C CA D ROJN OIOS 0. IV rad.: d.0 Syr r .e. Cket4n P.J.P. D*" 4/28/00 GL.2WG PROOUCr ARRANGEMENT DETAIL roc 1" STD. WALL MULLION M • H2 HI — wr- 1— w2 —I —w3— w Y - M1.111+w3 N - Hr +H2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 M3) MAX OPENING = II OR H1 +H2 MULL LENGTH = N OR W 1 +W2 +W3 M4) MAX OPENING = NI +W2 OP W2 +W3 MULL LENGTH = HI APPHOVU) A$ CEb'U7IG ..n1 ME 501/11111C4104 N ,UMUNG COPE BY )i 1 p..u.2 . PRODI lPOL Ovi9Om 91RD!IC COPE COMPLIANCE Of ME ACSEPTNRE 00-19'4 , s- NAO t aga:tar peek P.O. BQr 7529 SMa/YOwt sake SA..t jp+u..N H. �Rw IIOKBIR£ a J.770 Nacaas It 34274 WILLS NTS 1 •I 5 L 6620 J a _TYPICAL MULIION TI) Mtn 1 ION INSTAMAJMN TYPE V NoTF. I. FOR MULL SIZE AND OUANTily OF ANCHORS REDO/RE!) SEE shrr.r 5. FOR ANCHOR LOCATIONS SEE ShELT 3. OUANIITY OF ANCHORS' fOR MULL—TO—CLIP IS THE SAME AS IHE QUANTITY OF ANCHORS FROM CLIP-TO--OPENING. Z. REVERENCE 7ES7 REPORT FTL —2902, 2903 AND 2975 1.M_P.ORTANT: QUANTITY OF ANCHORS Suomi ARE FOR A PICTORIAL REPRESENTATION ONI Y. FOR CORRECT QUANTIFY OF ANCHORS PLEASE REFER TO CHARTS AND rim THE CONNECT how I SII.c AND PiftSSUNI RI OP FOR YOUR SPECII IC APPLICATION. TYP CAI IA/WON TO STRUCTURE WIT WOOD PUCK TYPE '9", 112 F.N. SIES. natztiksa OPPOSTIT =CS (SO AS NO To sfrotErRE wit EACH Olhu) SEE NOW II 112 WOW swab (TM lilt 4 Poarrunort ono woo EILEX All fASTMERS TAW EtE OR MOM APPROVED sir morr /1 P.C.,. t. WWI nry Robert k, PE 1139712 Strnmwesll ROOD MOCK INDUSTRIES OR 4 TYPICAL MULLION TO STRUCTURE WITH WOOD DUCK REMOVFQ WM CONC. TYPE "C" /12 CH. 5.M.S. WAD:1MM ON OPPoSnE =CS •TOCIO I i 14/14 (50 AS mor ro PEIERIERf xf/il EACH DINFR) 4 (74 amt C: Sit mom /I met 11 IAPCDP4 (2.6N BUCK i_____ --.... ..: . lA157 Ili 01.0( COUNTY i 4 Pf 141 aro • Aposowa. sec oosL /s STRUCTURE AU mormras •..- ar CAI min I ION TO _STRUCTURE WITH WOOD BUCK AN_D CONC. TYPE "0" ersIfirigicoser eir rale: gm. Ety: thaw P.J.P. 4/28/00 Desulptiar CLIP & INSTALLATIGN DETAIL 1" STD. WALL MULLION Pais:env APPROVE0 AS COMPLYIK Wilts THE SOUTH FXIRIOA Otsilla% CODE 0A .$4717101o.nrog Iwo mammal weir P.o. a S.4 u 1529 ttomuets. Et .14275 AOKOAOS, /I J4214 7 MULLS NTS 1 2 -, 5 PRO' MASON arum COOS COMPLIANCE OrtICE ACCEPTANCE NO a° 6620 Row P.• 1 • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PI LASE REFER 10 CHART T S AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. T If • MULL SIZE lx 2 x b 1 x 4 r. k CLIP LENGTH CHAR FOR I x MULL. v 1 Q MAX MIN. FROM ENDS (r /P) `"-- I MAX. B MIN.-- LA J 1" MULL CLIP 1" MULL CLIP TWO (2TTINCHOR LOCAT10N$ • FOUR (4) ANCHOR LCCATIONS FXIRUiK)N OWC / 1099 EXTRUSION OW if 1099 .I QTE: K t. REFERENCE TEST REPORT TT_- 2902,2903 AND 2975 s i �) /L FL MIN. FROM ENO (TYP) I " MULL CLIP W /TABS REMOVE° TWO (2) ANCHOR LOCATIONS FmmRISION OWC / 1099 t MIN. FROM END (T"P) " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS £XTRU ION OWC / 7099 *PPR09O COUPLING COUUM1 III Hffo T ai DATE er ROIatISIOD EUROIIG CODE C TWICE OFTN DO-0112.0 T 1NDU TRIES Rend fit" re. •.",. e'. P.J.P. nlc CAY4 9x 10914: ds 4 /28/00 Daarot:o.. 1 " MULLION CLIP ANCHOR LOCATION 1 " STD. WALL MULLION 1070 T[C mma. DRAT P.O. BOX 1329 NOKOMIS. Ft 34275 NOKOMIS. FL 3427 . MULLS Aeoisno' es: NTS SANt 3a 5 Auer m 6620 R. NOTE. ---b ( TYP ) 1. REFERENCL TEST REPORT F7'L 2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063-T6 Robert L dark E. )E 31I2 Structural • (TYP) $PtOA3 CCYNIC 111 TM 11 OgE 4111 17A Yff1 • /..", VI OIVISION MOOG ccaE OCIIHUNCE AozEprmc o 0 .�9S -4 • INDUSTRIES Draw. lbc P.J.P. PROFILES TAisc Lag Ifr rso: ow= 4/28/00 1" STD. WALL MULLION icaliourr sz.0. Shad: ram woos:tar cow P.O. aca• ars Avorawd. /1 J4273 /40K0/475. l s474 MULLS alnisiont: NTS 4 5 Or* wiry 6620 1ft .125 chors 1 OPENING OPENING 60 — 70 - 1 -- 80 WIDTH IN INCHES _ 50 T 90 1 100 110 120 ' 130 160 42: 48' 50.625 54 60 63 _ _ 66 — 72 76 170 i 170 170 ( 170 170 170 170 : : 170 170 170 170 170 170 170 170 170 ; 170 1170 170 170 , 170 ( 170 170 170 170 170 170 .'s I 170 170 170 170 170 170 170 162 1- 158 157 157 157 157 170 170 157 1 143 134 127 ! 124 122 122 122 — 170 160 141 1 128 119 112 l 108 106 106 106 170 145 127 115 106 100 I 96 93 92 92 142 120 120 102 105 95 I 81 87 74 68 81 69 63 1 r F 77 85 60 74 63 57 72 61 55 7 1 59 53 90 78 111 94 83 74 84 88 . 75 65 59 53 49 I 46 44 42 40 90 72 60 53 47 43 39 37 35 33 31 96 59 • 50 4 3 38 35 32 i 30 28 27 24 _ 108 111 144 ._ —4- 38 . 35 30 27 24 22 1 20 19 18 16 I 32 28 24 22 I 20 I 19 17 16 - 17 ` - - l - - - 1x2x.125 ( OPENING WIDTH IN INCHES 2 Anchors i 50 I 60 70 ! 80 I 90 100 1 110 120T130 _-_ 421 129 I 115 __• _ 197 l 104 103 103 i 103 48183 T13 ' 67 L 63 61 61 I 61 50.625r 70 _61 ; 55 52 50 49 I 49 _ 54 57 _ 49 44 T 41 39 38 • 38 60 4 I ^ 31 29 27 26 1 25 63 35 30 2F 24 23 22 21 _ __ _ s0 _L 26 23 ' 21 19 18 18 72 23 20 17 16 - - - 76 _- 74 18 15 , - --- _ - 96 108 111 __ _ — 1441 , - - -- _______1 -- 1 x4x 4 An 20 17 15 - 103 I 103 61 I 61 49 1 49 38 38 25 I 25 20 I 20 17 17 103 61 49 38 25 20 17 160 NOTES: 1. MAXIMUM ALLOWABLE PRFSSURE IN PSF. 2. DESIGN IS SASFD ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE S-IE-ET 1. 3. zy,4 RL - E HENCE TEST REPORT FTL -- 2902. , 2903 AND 2975 Rabat L P.E. N339712 9712 P.E. Structural Vertical Mull �Opening Width Mull Length 1 Horizontal Mull Opening I Width I_ Mull l -ength Multiple Mulled Units Opening Width 1 Mull Length APPROVED AS COMPLVNO PATH TM v • • OL m13+ON DatONOCOOT CO.IaI , OPPC cCC( PitNCE IMF 0 -09 s . ft T INDUSTRIES Ind by: Dots Oro.n er P.J.P. Crw Ut (Ooh: Iw1.i n. D 4/28/00 O.toptice• PRESSURE CHARTS 1 " STD. WALL MULLION IOU faraway MAC l.a BOX 1321 � 'R"/ o . x Smog: NOKOMIS, n 34775 ACPCOIO.S; a 34274 MULLS I NTS 5 0 5 w..iq N. 6620• R... • • .■•• r•ST• • '-s 1,M. TOW 9T. Yi i= ?•1 =�� BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 J�. 0305(J2 ma. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets I through 4 of 4, prepared, signed scaled by Robert L. Clark, P.C., dated 5/22/02 bearing thc Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after 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, fi 99- 0204.03 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 pirl� �M 'y 2 1?0Q7 J 2`�2, DESIGN PRESSURE RATING: -75 P.S.F 066.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT 26.000 38.373 44.000 50.625 63.000 26.500 A A A A A f 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B 74.000 A B 8 B B DESCRIPTION FLANGE FRAME JAMB AXED MEETING RAIL um. •' - Alum. 6063 -T5 SASH SIDE RAI Alum. 6063 -T5 FLANGE FRAME HEAD Alum. E063 -75 Alum. 6063 -T5 Mum. 6063 -T5 Alum. 6083 -T5 2 6 x 1.000 PH. PAN SMS WEATHERSTRIP THIN WALL BULB VINYL 8 x .500 PHIL. FT SIAS V.T. / Era 11111MBEEKII 1♦ E'TK7t: nr„�l[3rT� A. j 76XIPPA 6TP247 7856A 8 . I. PHIL P H. MS SWEEP LATCH 1096 70250 0251 1 Omids • •n 1 ®mids • on 4' from ends 4 from ends rad nd o v hot rails & mt • . roil =El IATr I'7 CMILIILE7 62899 6TP 49 4 2 .er Roller Housin. 0 mids • an of frame sill ALUMAX AF -12239 Ii Windlood Ado • ter screws ITEM 1 2 4 5 6 7 9 10 11 12 13 14 15 16 17 18 20 21 22 23 ROLLER HOUSING 24 BRASS WHEELS 2 W EATHER TRIG - PILE 26_ SILICON 27 WEATHERSTRIP FULB VINYL 18 ANNEALED CLASS QTY./LOCATION ©AIIIIIEE 1 a D 'm[ [)� 8 T ] R H E • N mawfrnim Mum. 6063 -T5 1 11T.T6't�IT.:'r.. T Ij(fr © tor • Ell �1 19 1 ffiC11ir en os . screws anti - lift channel er Clazin• Beod Sweep Latch screws when usin • 2 Swe U vent 'amb roil Latches 11.5 from ends -vent mtg. rad if he .ht is >w 42 ALUMAX ALUMAX ALUMAX ALUTAAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VENDOR MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING PGT.214.XX MASTER TOOL MASTER TOOL NJ VINYL -TECH P.G.T. SCHLEGEL CORP DOW CORNING TEAM PLASTICS VENDOR AF -12225 AF -12228 AF -1 29 AF -12230 AF -5 571 AF -12236 AF-12237 AF -12238 ' AF -12240 AF- 532377 AF-- 12244 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 899 TP -249 LARGE MISSILE. IMPACT WINDOWS GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SNIT. 2. S/16" (.350) LAMINATED USING MONSANTO SAFLEX PVT) OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONE GURATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSU & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3. HEAD ec SILL MAX. 6" FROM CORNERS. MAX. 4" & 8 ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2 SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL -1969 1 53' MAX HEIGHT 58 /4" MAX FIXED LITE DAM IGlIT OPENING 74" MAX 33 5/8" MAX DAYUGHT — OPE NING F O 1 B" _MAX - r-- 1 8 MAX 4 MAX -- �; — 4 - MAX ELEVATION WIDTH 33 5/8' MAX - DAYUGHT OPENING X . 57" VAX VENT DAYLIGHT OPENING SEE NOTE 4 ON MEETING RAIL ANCHORAGE Robert L. (]art. I!E Pt.139712 IND Wilt ES 1070 'EC)5A.00Y OWE 001i0116. FL 34273 P.O. cox 1321 4101101613. fl 34274 Aiwa de F.K. L IZ O.B. TR.e 11/1/01 6 /729/99 2 /116/98 larviroor LIT'OATE FOR RENEWAL C -NO CNC THIS SIR OX ELEVATION & R.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW fra/tbhk Sceti ShM: - Oae:y .h s. HS -710 NTS 1 0 4 4112 C 1 FXIFRJOR _ ROUE /1 OPENING VERTICAL SECTION ROUGH OPENING 2.784 MAX. WIDTH .090 INTERIATER (NONSANIO SAFLEX OR DUPONI W /BUTACITC) 1/8' ANNEALED GLASS — Robert L (lark. P. E. PE 109712 S*rercw -aI NORIZONTAI SFCTION *070 TECHNOIOcr OWE NOKOY6 EL 34273 PD 8D][ 1529 NOXOYIS. A 14274 EXTERIOR .090 INTERLAYER (MONSANTO SAfLEX OR DUPONT W /BUTACITE) 1/8' HEAT STRENGTHENED CLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS 1 1/5/01 5%22/02 .705 ADD CLASS DETAIL C—NO CHG THIS SNI -- .500 2.784 XrY.. 1►..w or ow.- 0.8. 2/16/98 a,nw o� SECTIONS & GLAZING DETAIL PY(I00(7 NLVLYf9 •slp y a ti*r `L."°"'' s i. 0 cr.r.. • rs >'. 2 7 rtle ALUMINUM HORIZONTAL SLIDING WINDOW' G,..:, N.. A..: HS -220 NIS 2 4 41 1 2 C • APPROVED WOOD RUCK L«7 3/16' OR 1/4" 1APCON W/ /12 HD (SEF NOIE 1) TYPICAL HEAD SECTION SUBSTRATE. ANCHORING 3/16' DR 1/4" TAPE ON W/ #12 HD — (SEE NOTE 1) 1 1/4" MIN. TYPICAL Sit I, SECTION SUBSTRATE ANCHORING 1/4" MAX. SHIM 1 1/4" MIN. 1/4' MAX. SHIM APPROVED 2r WOOD BUCK 1110 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING X WOOD SCREW APPROVED 2r WOOD BUCK 4" MAX. J SHIM TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 3/16" OR 1/4" TAPCON W/ `12 HD (SEE NOTE 1) 1/4" MAX SHIM NOTES: 1 1 /4 MIN. 1. USE ONLY MIAMI—DADE COUNTY APPROVED ELCO ON 11W TAPCONS. 2. REFERENCE TEST REPORT: FFL -1969 Robot L Clark P.E PE X34712 APPROVED WOOD BUCK • TYPICAL JAMB SECTION SUBSTRATE ANCHORING T INDU RIES 1070 1[DWOLOGY aaert NOKOMIS. n 34274 P.O. OM 1329 M04O R 34374 1 1/4" MIN. 1/4 MAX. SHIM ww.I F. . 11/5/01 UPDATED TD'PICAL_ JAMB SECTIQ WOOD ANCHORING x/22/02 firrAAPCON DES2G b... 9h a..r D.B. 2/16/98 0..dw.M1• ANCHORAGE 1 1)4" MIN. N olits T W:vbE0 ∎w. .M6l nom. Amiens. . -, .. 02 waft. • TfT.A• ) raw ALUMINUM HORIZONTAL SLIDING WINDOW sw./...ar. S. HS - 710 NTS 1 3 .' 4 1 4112 C - 1 1-n• .705 f - .062 L 2.784 L ~-1 k- .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. O 5/16" GIAZING BEAD (9) FRAME SILL ADAPTCR 6063 -T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.187 �><� ■- - .062 1-.4 1.403 O FIXED MEETING RAIL 6063 -T5 ALUM. .062 --- .723 .68B -+1 I © WIND LOAD ADAPTER 6063 -T5 ALUM. .062 1.183 1.349 0 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 Olz Rolm L Clark. P.E. PEON/12 S!^.+cLYy1 0 SASH MEETING RAIL 6063 -T5 ALUM. .062 j 1..273 u u-� 1-'* 2.710 O FLANGE FRAME HEAD 6063 -T5 ALUM. ■ IN US1tRIIES 1070 EOH4104O0Y ORM KRE MS. FL 34773 P.O. 001 1520 040P011S. R 34274 • � - 1.970 L1..291 ® SASH SIDE RAIL 6063 -T5 ALUM. 1.122 oc 1 5/22/02 11/7/01 [ 1-•2.710 ()FLANGE FRAME SILL 6063 -TS ALUM. EXTRUSION PROFILES 1 1.349 1 .062 - '.4-•- ------ 2 .094 trinFn cHT C -NO CHC THIS S?41 ,Io �. + s c l ier �'� ~Is ALUMINUM HORIZONTAL SLIDING WINDOW 14S -710 NTS 4 a 4 4112 C MIA BUILDING CODE COMPLIANCE OFFICE (IJCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Madden Manufacturing Co. 1889 N. W. 22 Street 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in • the accepted manner, . the manufacturer will incur the expense of such testing and the AHJ may immediately • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: 0.050" Aluminum Storm Panels Shutter • • APPROVAL 'DOCUMENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panels ", sheets 1 through 10 of 10, prepared by Knezevich & Associates; Inc., dated March 6, 2001, last revision #2 dated Februan• 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice.ofAcceptance number and approval date by the Miami -Dade County Product Control Division: . . MISSILE IMPACT RATING: Large and Small Missile Impact • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: •"Miami =Dadc County Product Control.Apprbvcd ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a.rcne al 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 nnv 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 i f- t i . t1o1 r is ob site at the re ucs ; o . it •. tt 1 f` '' 8J11-10.03.and-consist mentioned ab The submitte .ed by I lcl A. Makar, MIAMI -DADE COUNTY. FLORIDA METRO -DAD. E FLAGI.LR !BINDING 140 WEST FLACLER STREET, SUITE 16113 MIAMI. FLORIDA 33130 -1563 (30) 375 -2901 FAX (305)373-290S 13:20 13/2008 21/2002 Page ] NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO. 1 07.4 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. 1. Legal description of properV and street/addres : LG Nock /70 Sec_. S /t1?iitp l/I 3,5'" A/ k- ? ? S r' A it// Skim, 33/3X 2. Description of improvement: % 2t1P4cT W - PJAJs, .1/oc A S 3. Owner(s) name and dress: 4/4 0 - 4 4C ° 41 93r N/ ?7 Sr l i 4Air �� /b/�f ft. 3))3?( Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: An weather Systems, Inc. P.O. Box 267 COUNTY OF DADS 5. Surety: (Payment bond required by ovK600061 tractor, if anykEReeY CERTIFY that this +s a t original filh + ff on Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be servgg as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expi tion date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ t date is sqCcified) Signature of Owner Print Owner's Name Sworn to and subscribed before me this 11 day of . ()it L , 20a4 Notary Public Print Notary's ame My commission expires: 123.01 -52 PAGE 4 8/02 I 5 PAri M��TEA „°" Ana M. PereIras c ` ^- ,c Cemmiscion f DD081932 =Q. Expires Feb. 9, 2006 y �'• homed ,9ru � '‘ i 4„ t ,;:oF F Atlantic Bonding Co., Ins. c :F N 213 0 . 4RCil4910 236 OR Bk 22406 Ps 2376; (1as) RECORDED 06/18/2004 11:27:24 HARVEY RUVIN, CLERK. OF COURT NIAl'I -DADE COUNTY? FLORIDA LAST PAGE AD 20 S my hand and Official see. R V1N, CL • K. of mud ara9 11111111 1 11111 1 1 111111111111111 1111111111111 Prepared by 41 p Y A» dress: sat S- S/(.. / s r v4l �• 3 7/ Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -822 Printed: 6/15/2004 Applicant: ALEJANDRO AGUIRRE Owner: AGUIRRE ALEJANDRO JOB ADDRESS: 935 NE 99 ST Contractor ALL WEATHER SYSTEM Local Phone: 954- 584 -7470 Parcel # 1132060340251 Contractor's Address: 1111 SW 21 AVE Page 1 of 1 Legal Description: 5-6 53 40 MIAMI SHORES SEC 8 PB 14 -33 E34FT LOT 18 ALL LOT 19 BLK 170 LOT Fees: Description Amount FEE2004 -6166 Building Fee $175.00 FEE2004 -6167 CCF $6.00 FEE2004 -6168 Training and Education Fee $2.00 FEE2004 -6169 Technology Fee $4.38 FEE2004 -6170 Scanning Fee $24.00 Total Fees: $211.38 Total Fees: $21.3J Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/11/2004 Construction Value: $9,500.00 Work: 16 IMPACT WINDOWS AND 3 IMPACT FRENCH DOORSS SHUTTERFRONT DOOR 'JUN 1 8 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: