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BP-04-341Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/19/2004 Applicant: ARMAND YVEL Owner: YVEL ARMAND JOB ADDRESS: 138 NW 106 ST Contractor Local Phone: Parcel # 1121360080040 Building Permit Permit Number: BP2004 -341 Contractor's Address: Legal Description: DUNNINGS MIAMI SHORES EXT 4 Fees: Description Amount FEE2004 -2937 Building Fee $100.00 FEE2004 -2938 CCF $1.20 FEE2004 - 2939 Notary Fee $5.00 FEE2004 -2940 Training and Education Fee $0.40 FEE2004 -2941 Technology Fee $2.50 FEE2004 -2942 Scanning Fee $9.00 Total Fees: $118.10 Total Fees: $118.1 Total Receipts: 0 :00 W R 2 Permit Status: APPROVED Permit Expiration: 9/11/2004 Construction Value: $1,200.00 Work: REPLACE DOOR Signed: (INSPECTOR) Page 1 of 1 PB 48 -20 LOT 4 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: BLK 204 8/9/2006 To: Current Owner 138 NW 106 Street Miami Shores Village, FL 33138- Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -341 Address:138 NW 106 Street Miami Shores Village FL33138- Date Expired: 10/5/2004 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Dat Type Insp'n Permit N Name Address ( Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT , 305 - 795 -2204 Building Inspection Request Company t- NN ') tivtsitd Ier W/f> e— Ns/5 g Az/ as 0?) t ke- „if s Type Insp'n • Permit Name Address Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Dat- D 7 • Company • Phone # • Inspection Date ti I?) 0J Approved El Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Inspection Record Inspection #: INSP2004 - 1480 Address: 138 106 ST NW Reference #: BP2004 -341 Applicant: ARMAND F YVEL Directions To Parcel: Inspection Type: Doors Inspector: Curtis Craig Passed? ❑ Required Steps: Comments: FRENCH DOOR W /OUT SIDELETS ARE NOT INSTALLED W /IMPACT RESISTANT GLAZING AS REQUIRED IN NOA 2. NEED ACCESS TO INSPECT COMPLETE Inspection Checklist: ❑ Final 0 0 0 0 0 0 Date: 4/8/2004 Status: DENIED Page: 1 Printed: 4/14/2004 CoA7A.3 otu( 3S3 04 "D.. o4 -311 3 P 0 q-34._ Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Inspection Record Inspection #: INSP2004 -1481 Address: 138 106 ST NW Reference #: BP2004 -342 Applicant: ARMAND F YVEL Directions To Parcel: Inspection Type: Fence Inspector: Curtis Craig Passed? ❑ Required Steps: Comments: FENCE MUST BE INSTALLED GOOD SIDE OUT 2. POST (4X4) EXCEED 5 FT OC (8.0 OC) 3. NUMEROUS NAILS ARE MISSING 4. DID NOT USE 1X LUMBER FOR FENCE Inspection Checklist: ❑ Final 0 0 0 0 0 0 0 Date: 4/8/2004 Status: DENIED Page: 1 Printed: 4/14/2004 INDRA WAT!E YVBL OR ARMV.MAND F Y`FI;L 214 N Jungle Road Geneva, FL 32732 WACHOVEA. Wachovia Bank, N.A. www.wacliovla.con For 4063 i07E L3': 161.0003 203 L 3" 03i 312 3 L - 63-751/831 BRANCH gaa t o 1C $ r r�� totteJ ,�1 e Dollars „e� RECEIVED 1; ,3 1 2004 B 1 DING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City G6,Ac.i& Tenant/Lessee Name Mark el i vAtt_vt Type of Work: ❑Addition Describe Work: c � Total Fee Now Due $ (Continued on opposite side) State 6?. 10 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 tolcio`i Permit No. 3 2 el Li 3 I Master Permit No. Electrical Plumbing Mechanical Roofing A c fM ot. v► tAare. to( Phone # 4 QCP r act Zip 3273 ? Phone # 2 1 1 , Job Address (where the work is being done) 13 tg, Wk. t p G 'tli. 'Tr ee City 1Vfiami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 2( Contractor's Company Name M %kV' Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $ �00 C9 (9 , ❑Alteration ['New Square Footage Of Work: Repair/Replace ❑ Demolition 1 1 , •. r 3 w' f 4 a SO 03 1,* * * * * * *** * * *** ** * * * * *, *F *** * * * * * * ** *,rya * * * * * * * *** * ***** Submittal Fee $ . Permit Fee $ CCF $ hap CO /CC Notary $ Training/Education Fee $ (r ' O Technology Fee $ , 0 Scanning $ °°"' Radon $ s Zoning Bond $ Code Enforcement $ Structural Plan Review. $ �� 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 FT F.CTRICAL 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. The foregoing instrument was acknowledged before m this i5 day of MCcf, 20 .5 , by Ai p who is personally known to me or who has produced - b . ( VJ..& NOTARY Sign: Print: As My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 cation and who did take an oath. (Certificate of Competency H ' er) State Certificate or Registration No. Certifi ate of Competency No. ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Signature Contractor The foregoing instrument was acknowledged be - e me this day of , 20 , by who is personally known to me or who produced as identifica • : and who did take an oath. NOTARY PUBLIC: Sign: Print: Expires: Jul 13, 2007 Bonded Thru My Comm ion Expires: ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAR 19 2004 Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT I ' rvtui F, 17EZ being the legal property owner, for the property Located at: t3 R QJ U3 14 6 FA. sitkezi Legally described as xu t%kip eS , t 4- PI , 6 ' Y` 2 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,,nd I have read and understand the following disclosure Statement, which entitles me tc? brk as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out-building. You may also build or improve a commercial building at a cost of 525,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing . ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Trio foregoing instrument Was acknowledged before me this 15 clay of atiirOn , 20 00 By ‘ND( U1/4) OA te. 9 Produce / (�'�� as identification and who did take an oath. - ��� i �� , ' Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT who is personally known to me or who has $ a� ���.� el � DD g19� '1 . ue4c ;Ct r . t ssio�U 13,2p a g _ E�pttB onded Tt' u Inc' . p Pees Atlantic Bonding • . 10 /U0 LVV4 iu:ao rtA 4V144040VU n MIAMI�QD PGT Industries P.O. Box 1529 Nokomis, FL 34274 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Una V1%Ltmuu Vrr1VL• MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WESTFIAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 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 (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meddle 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 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, 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 capitation 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 # 02- 0702.01 and, consists of this e 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I NOA No 02- 0927.13 bon Date: February 13, 2008 royal Date: February 13, 2003 Page 1 a,J VVLA ViV 85 85 MAX. OX81614T OPENING 39123 II1X - 33 3/5 ILL.® 25' MAX. A .� EIMUCHT oxxo - 71.750 MAX. rn 25' DIAL OAYU0HT oPadMO INAQTRE ■ ■ I 2 POINT LOCK OPTION -- 38.1.25 MAX 33 3/8 MAX.® r 0 1 PEFt41G 11.500 ...j.1-13.50 I 1160 t3.6D YAY 4, i • 4.000 �\ f 4 -.. 4. 000 } 4300 -- 4.000 \ ... 4.000 - ∎ -{ -- 4.000 ... �___ Four 1/4' %Kona or 5 114 Scrawl Rs9 d I ARGE MISSILE JMPACT DOORS at 130 L4outton. Tap 8 Bottom. 1.) GLAZJC OPAoNS (SEE SHED 3 FoR meta DEEAHS) OPTION 1 - .402 (3/87 LAM= (3/16' HEAT STRENGTHENED, .090 74NER LATER, 1/8" A.NNE4LED OPTION 2 - .402 (3!67 URINATED (3/16" HEAT STRENGTHENED. .090 WNER LAMP, 1/8' HEAT SIREVCDIREO OPTION J - 7/16' £AV884113) (3/16' NEAT S7RENORIENEU .090 DIRER LAYE14 .3/16' AMNFALED OPTION 4 - 7/16' tA6NA7ED (3/16' HEAT FORENCTHENED, M0 INNER LAYER, 3/16' HEAT STRENC11ETtED 2) DESIGN PRESSURE RATING: (SEE TABLES STNEET 2) 3.) ANCHORS: DOOR 0MtC FROM CORNSS: 6.500 (HEAP 5111) MAX FROM COMM: 6.000 (.MISS Ala SPACING AT HEAD & SAL: 11 max SPAQNO Ar IAMBS! 20.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 8.) REFEREANL'E TEST REPORT F7L-2067 6.) SEALANT TO OE APPLIED AROUND THE Inez CORNER & PANEL CORNER SEAM. 1-- 4.000 4.000 4.00 1 1 13.150 6 " ""711190276‘"7" TYPE 0. 1 21.000 MAX 21.000 1MK. 11 1 + HINGE I.00. 6.003 13.290 i 8.510 47.875 141146E LOO. TYPICAL 01, RoMA L Clark, P.E. PE 139712 Sruclurot 1 98 MAX 85 1/8 MAX CAYl10HT OPENNG TTP. 8.500 -�-I ANCNQRS ARE TYP. 0 HEAD E SIS; IAID STRI i 1070 TECHNOLOGY DRIVE NOKOWS. FL 34275 P.O. 50)1 1529 NCKOLIS. FL 34274 � 38,27 MAX. ^ _1� -379 MAX. 33 3/e MAX. tta8 II � aruaHr OPENING 2 POINT LOCK OPfIpV 13.60 I_ MAX. 4.000 4.000 4.000 30.500 4.000 oxo 25' MAX. A oP ■ Ramo Hy: Aft wtlJanc P11 0/17 D.0 DOLS Nadskoma .K 94 /02 0-409 7/16 61A2 & warm F.K 8/20101 B401 LETTER 8/17101 D 71 2/99 1- 36.126 MAIL 33 3/6 MAIL MIGHT - 1 MM. 4.000 4.089 4.000 4.000 ELEVATIONS OXXO & OXO 21000 MAX. 1 1 I 1 21.000 MAX. j L6L raoata • N .to d W Footman 01+ Z 7•1 j. 4A OWN ALUMINUM FRENCH DOOR W/ SIDELITES 4449 Rota 1 d 8 !Worm � r`o- 972 D COMPARATIVE ANALYSIS TABLE 2. • GLASS OPTION 2 3116" Heat Strengthened, .090 Inner LEyer, 1/8" Hea Strengthened COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Innertayer, 3/16" Annealed Qty. of Saabs Sdelite Width Max - Door Widths Heights 1 1 oKO 1 Qty. of Slabs 1 SIdelite Width 22.000 Max. Door Widths 37.500 He1�hts 91,M0 79.750 83.750 87 750 91.750 95.750 79.750 -75.0 83.750 -75.0 87.750 -75.0 91.750 -75.0 05.750 •75.0 75.0 22.000 37.500 -75.) -75.0 -75.0 - -75.0 28.000 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 67.1 28.000 37.500 -753 -75.0 -75.0 ?5.0 -75.0 1 28.000 37.500 -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 ai o 30.000 37.500 -75.) -75.0 -75.0 7 5.0 -75.0 1 30.000 37.500 -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 33.000 37.500 75.) -75.0 -75.0 7 5.0 75.0 _ 1 33.000 37.500 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 72.6 68.5 36.125 37.500 -75.) -75.0 -75.0 7 5.0 -75.0 1 36.125 37.500 - -70.0 -67.9 .65.7 -63.1 -80.4 75.0 75.0 75.0 75.0 75.0 70.0 67.9 85.7 63.1 60.4 -48.9 V.000 71.750 75.3 -75.0 -75.0 75.0 -75.0 2 Opp 71.750 -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 28.000 71.750 -75.) -75.0 -75.0 7 5.0 -75.0 2 28.000 .. 71.750 -750 -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 It O 30.000 71.750 -75.) -75.0 -75.0 - 75.0 2 30.000 71.750 -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 33.000 71.750 -75.) 75,0 -75.0 - -75.0 2 33.000 71.750 -75.0 -75.0 -75.0 -74.7 -72.6 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.7 726 36.125 71,750 -75.) -75.0 75.0 7 5.0 -75.0 2 36.125 71.750 -70.0 - 87.9 -65.7 -63.1 -60.4 75.0 75.0 75.0 75.0 75.0 1 70.0 67.9 65.7 63.1 , 60.4 COMPARATIVE ANALYSIS TABLE 1. - 0LA5S OPTION 1 3/16" Heat Strengthened, .090Inner Layer, 1/8' Annealed Qty. of ' 8ldallte Max. Dose Heights Slabs Width Widths 79,750 83.750 87.750 91,M0 95.750 1 , 22000 -75.0 -75.0 -725 2 -68.8 -75.0 75.0 75.0 72.5 70.2 68.8 1 28.000 37,500 -74.7 -73.2 -70.8 5 -67.1 74.7 73.2 70.8 685 67.1 0 _ X 1 30.000 37.500 -64.7 •63.2 -61.0 0 -58.2 0 75.0 75.0 64.7 63.2 61.0 0 58.2 _ 1 ' 33.000 37.500 -55.4 -53.5 -51.6 1 -48.9 55.4 . 53.5 51.6 50.1 48.9 75.0 1 36.125 37.800 -48.9 -47.5 -45.4 4 -41.8 48.9 47.5 45.4 43A 41.8 75.0 22.000 71.750 -75.0 -75.0 -72.5 -70.2 -68.8 75.0 75.0 72.5 70.2 68.8 75.0 - 28,0 71.750 -74.7 -73.2 -70.8 - 68.5 -67.1 74.7 73,2 70.8 68.5 67.1 75.0 30.000 71.750 -64.7 -63.2 -61.0 -59.0 -58.2 64.7 63.2 81.0 59.0 58.2 75.0 33.000 71.750 -55.4 -53.5 -51.6 -50.1 -48.9 55.4 53.5 51.6 50.1 48.9 75.0 36.125 71.750 -48.9 -47.5 - 45.4 - 43.4 -41.8 48.9 47.5 45.4 43.4 41.8 75.0 COMPARATIVE ANALYSIS TABLE 4. -GLASS OPTION 3/16" Heat Strengthened, .C190 Inner Layer, 3/16" Heat 4 Strengthened hts Qty. of $Ide1R9 Max Dot HeI Slabs Width Widths 79.750 83.750 ` 87.750 91.750 1 95.750 , 22000 37.500 • -75.0 45.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 37,500 -75, -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 303300 37.500 •75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 36.125 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 750 75.0 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 N X 0 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 38.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75,0 75.0 75.0 75.0 NOTES: 1. NEGA DESIGN _GADS BASEC ON TESTED PRESSURE AND GLASS TABLES ASNd E 1300 -9B. 2. POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -118. 3. GENERAL: 0/0 - DAYLIGHT OPENING 0/0 HEIGHT = D001 HEIGHT - 10.875" 0/0 WIDTH SIDELITE - SIODJTE WIDTH - 2.730" 0/0 WIDTH PANEL • PANEL WIDTH - 12.500" jtj Robml L Mork, P.E PE 139712 Structural Ftzr INDUSTRIES 1070 TECHNOLOGY DRIVE N0xos's. FL 34275 PA. BOX 1529 MOWS. S. FL 34274 Rvad Sr Dart w t/t7/03 R e ye wEe Rovidata & .iM EN i7 t 018tiS F.K. 8/20/01 8 -PER LETTER 8/17/01 0.9. 2/99 MEW alENEWSD *worm ti 6 lipelba l.• ul� IOUIIos DESIGN PRESSURE TABLES, OXXO & OXO ALUMINUM FRENCH DOOR W/ SIDEL ±TES Sertergeitatist rl 8 [Waring N 972 18/03 2004 15:59 FAX 4074232695 GLAZING OPTION 1 .402 (3/8 ") LAMINA?EQ s /1e HEAT SMOOTHENED .999 INNER 1AYER (SEE NOTE) 3/10' HEAT STRENOINDIED SIDELRE$ DAR MOMS GLAZING OPTION 4 7/16 LAMINAiEQ w IM' I Jim .437 3/1r HEAT STRENGTHENED 080 INNER 1AYER (SEE NCTE) 3/19' HEAT SERENOTHENED REFERENCE TEST REPORT: FTL -2067 �QR sioRITE5 GLAZING OPTION 2 402 (3/8 ") LAW!NATEQ NOTE INNER LAYER WY BE DUPONT BIITACRE PVB OR SAFWD(/KEEPSAFE MAXWEIM. Robed L. cart, P.E PE 139712 Strualural WDU ES 1070 TECHNOLOGY DRI£ NDKOYIS. FL 34275 P.O. BOX 1520 NCX0MIS. FL 34274 Roma Bx fX Roma Br F.K Mead r F.X. GLAZING OPTION 3 7 /r6' LAMINATED I /17/0.3 8%9/02 aerr D-NO Q C THIS SHT C� 7/16 MASS 8/20/07 AMA= LEIIER 8/77/01 .SIDELIBM aa A 2. 43 ismegiliNnOdeortni Mar " at 72/99 GLAZING DETAILS ALUMINUM FRENCH DOOR w/ SIDELITES FD-107 NTS 3 m 8 I `0 972 HORIZONTAL SECTION HORIZONTAL SECTION S)X0 REFERENCE TEST REPORT: FTL -2067 OUTSWING 1/4 Robed L Clark RE PE /39712 Stn.t roi StERIULSECILDS IS DF LITE MEET 3 FOR ANCHORS 1.750 1.479 1.479 96.000 4.000 4.000 OUTSWING ' N 34 275 P0. ow 1520 NOK0141£ 11..34274 Read en F.K .Arvid er F.K. R+efl F.K. Dram 0.9. 7/12/99 Row' h'• 3.000 - ' 1 3. 100 —1 MANG RadiNnig 1/17/03 THIS SW 0-140 CHO THIS SHT PER LETTER 8/17/01 Oar 90142 9/20/01 3.100 d1+Yb 8459 85 1/8 021200 tw. .750 biibqgtede -a zZr p t e ,n. SEC TIONS ALUMINUM FRENCH DOOR W/ SIDEL!TES 1 NTS 1 4 8 rarng Na 972 0 0 II 0 0 d 0 0 U1 0 �11 1fEADER �E1nt*?z !L }S Fnu;dril %),(.171 T f. 1.40 Laminated AFI'Fl: =�, 7� . . �©1 WAR : ,,a rl :Tr1! ril yr tr Z•t�7? u>•rl7':I W7P1 L =II•.'.I WI12 •� tiYzV7F ?i E1"Lil m . ek 1rti�IC7•Yar`, TLIf h(1.fA 1:3J� WHOM d �'� t.. • �i ,r��t3 �F1� Y1 lr�i;_ >�I «i'L:;: EI(al D ©LI31ST,L�'!T:' ff2ril 1 7� 1Z ©I Q1 EFAIEW n E7L : ,'•Y_i .74T- 3t:c3'7— QAi1 17E ! PI •N TT L ?lam © DOM HEADC ^'i K iy�r3] L'.iiM1•, • `1©1 Icy _ L�' _ [,_ __ a Ri:>r' — , ter Ef ;.':: ±1:G!1i>rG�xfl�I�rn�:�QOI� I !EE! :•;;Ttymi 1: W1 .n . +13+7i(I•ii rn31 F',xll� r fir}: ��(131 F its EE I"IMIILCkgLM..C4 l•'_HL.1 1. T !V�."�L1E'.�1I niZtazi? �l1 ri nT ?.'_I.Zli1<I iS 1� {�I• G 1x %l1f ITIrz'n' 1mF.1 rr.r - r , r r��:. ii G!Si`r _f mE? t -. 7 . 1 EWUIG?=fk wis immE Y' r 1 '11 1 1<i 1Q_i.- u:7WIW:�T YPI••i'MZTr�lCflrT 1 1 ?:. _ (1011 f�th NMI EV 11:11:r1r,-r' L..7��r.}r d ±lt•L��714d ?iAJ�li?i'MEM 11 >1 F t rIiM:.e.7Z(_ i4Yd - *.12t7A rri7D Ein1 Era! L- FrA1112 21 ;'i1.).. � ;I t r 21; tlwt3 /0/1 Mellt 1fh'fI 'rc ► F�P;r1L�r • - i. :. rit71 ELM EFMI itiit f• 1 1 F7 +7r * i01 Wil•FiG it r.- - :93 r3tai=1Its , .t.'1Yl;+' �WM01 Kral FIL r7 ider FIT;11 ,MAIL /.11:!'ii:'.i P4,1r1 MI l imos •Etib P>li zr— twdOE•r11)Pt Fflr °- ll�Fr13>i..r"riil3•�,T'. 7_i:?.�1' 1.' I [7[7 1�3] 11NIPIO. i7 3gv� Ci ;iii: r7i «vI1CSIr , E MEs..fTj . taP..,1 1! if:._MM/47:LYt3ii3;11:ZCJ1 W_Llr•9.'i11. 1 .. 8d Fl:a- ;Z�17:ti ilr' ►_= 7I:� TTOM1f101 WAN 7_:1i G T?.[+ l]Iseii?t i r:!': ICI= �1 fEdrat, C �� !l MP- I. E , ;.::�itUl[ ?tb MEM d kii12 :Pl: '."b It t.;af��IJ�f�ilr!r'Ilrl'� ��Ifi1 , Y • t..ii tit t� *. � _ri::: �iD1 , 1 Et,r .1bi /1' =J.',, �7c I11.!;; INIWOJA =�1 Fuxin altEY:..DAMLt` AF -1 Gia=r1 F ReadO; F.K Arad OF taam D.B. 7 /a3 9 9/02 8 } � n/ot 7/T2J99 0 CNG 1111 Siff C A D 7/16L GLASS 8-081 E V 8/17/01 0-10 10 L1.S4aCS11Pli /1 vie Robed L pork. PE PE /39712 Structural .I3; 1. 01Y5 GV !!RACKETS ARE FOR 0x0 CQMfIGURA110N 2. REFERENCE TEST RFPJR1i F1L -2087 1070 TECHNOLOGY DRIVE NGKOrne, FL 34273 P.O. SOX 1520 NGKOMIS. FL 34274 BILL OF MATERIALS PRIIIIKTRENEWIS ma aspbig wid the Thi Esplralse hampoiz 8 s *41. Cane ALUMINUM FRENCH DOOR W/ SIDELITES el • laws* � s � `to No. 972 IRB O DOOR PANEL HEAD & SILL 6063 -15 ALUM. O WEATHER SW coma 6063 -75 ALUM .375 Lb. ® 1 HMNGE EXTRUSION 6083 -T5 ALUM. DOOR PANEL JAMB 2 6063 -75 ALUM. 4.} 1.272 -- 1.750 -- o DOOR PANEL, ASTRAGAL 6063 -75 ALUM. 4.675 4.675 O FRAME HEAD 6063 -75 ALUM. 4.100 DOOR PANEL, c,";\ 4 EXTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 --I OL..SWINC THRESHOLD /7. 6063 -75 ALUM. 3.000 —1.4801 -.050 ALUM. e;\ FRAME MS 6 rgapeCt as Roars tf amid R F II(� 1 17/03 0-NO CHG 7)65 SHT F.K. . 9/9/02 C SHT Ohl a F 9/9/02 EXTRUSIONS PROFILES, DOORS f 1 Mt 74275 ALUMINUM FRENCH DOOR W/ SIDEL►TES L 138717 .111YC1WE1 P.E. NtxowS fL I NTSI 6 d 8 I ,4a 972 D 4.588 3.100 .750 L762 1200 ---i .075 Q SIDELIfE B0T10M RAIL .062 --u— 6083 -15 AWM. t —. 7400 CA =ELITE HEADER 6 V.T.i 6063 - ALUM. O S70EL17E .1AM9 VARIER 6063 -75 ALUM. 5.451 3.100 — 1 .075 Robert L Clark, RE FE 139714 Structural rs °i 7.479 I .050 P.O. 90X 132 NOON" 11. 14274 1.578 — I Onm.a e 9/9/02 CZN 60&� ALUM. 3.000 Raved Bp. Oram AK 7/ 17/03 0-N0 0146 7H$ SHT Rend RA 9/9/02 C-NEW SLIT PROW7 AMMO dq1 tie no* SOWN a alike EXTRUSIONS PROFILES, SIDELITES t070 rofeomA FL 34275 ALUMINUM FRENCH DOOR W/ SIDELITES 01 17TS i�7 « 8 972 17 1.600 uLµ i� BECK 1/4" TAPCON "ME 1) TYP. HEAD TYP. JAMB 1,/e TAPCON NOTE T) a TYP. SILL 114 PANHF. N T' 'Mar TYP. SILL (SEE maw 2)2 'L TYP. JAMB /SIDELITE 1.500 TOM LIA14 t"'N• (SE IdOT E 3r TYP. JAMB REFERENCE TEST REPORT: PL-2067 .490/4474 13 ;kiwi L CIe.L P.E. PE !39712 l be WOOD BUCK (.SEE NOTE 3) TYP. SIDELITE HEAD TYP, SIDELITE HEAD 1/4" T/P00N (SEE NOTE r) 1070 TECHNOLOGY DRNE NORMS, FL 34275 P.O, BOX 1520 NOKOMIS, FL 34274 T/4' TAPCUV (SEE NOTE 1) TYP. SIDELITE SILL NOTES; 1, USE ONLY MIAMI -DAOE COUNTY APPRO D ELCO OR ITN 7IPCOA4S. 2. INSTALLATION OF 2r WOOD BUCK TO THE SUBSTRATE ENdNE£RED SEPARATEL` AND TO BE REVIEWED BY BUILDING OFFICIAL S. INSTALLATION OF 7x WOOD BUCK 70 THE SUBSTRATE 70 BE FNOIIIEjRID SEPAPATEL: 21€ NIT NOTE 2 TYP. SIDELITE SILL IT.vea »y: - F.k D 1417103 D OLD Tits Slit FY. 9a/02 NO1ES Rend . 8/20/01 F.K. *WM D. V12/99 8-PM LETTER 8/17/01 ANCHORAGE ALUMINUM FRENCH DOOR Wf SIDEL!TES serbauvtat FD -1O? NTS 114 PANHE40 8 -8 2N WOOD BUCK (SEE NOTE 2) 114 FLATHEAD mantwortevais r leldineedi BipkoNsiteir Ammons TiqUa (2 c►, ,1,,.4 .250 u4x amm ft, 972 D