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WS-07-2134Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/28/2008 Inspector: Grande, Claudio Owner: MACLELLAN, FRANCOIS Job Address: 1209 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060143820 Lot: Building Department Comments REPLACEMENT THE FRONT RESISTANT DOOR DOOR FOR AN IMPACT SAN 9 AN Inspector Comments CREATED AS REINSPECTION FOR INSP 68831. No one home, no answer at door, no permit posted. 1/24/08 CG Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, January 24, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OCT ii1740E7-111TE-,- 1 3 2001 BY: ___� BUILDING j'22ID1 Permit No.0 1— 2/1 1 PERMIT APPLICATION S 0& &. Master Permit No. FBC 2004 Permit Type (cir ' e : B ' : Electrical Plumbing Mechanical Roofing c rr Owner's Name (Fee Simple Titleholder) filiCOt% 6'I1� C l � J l,� Phone # 305 3 401 Owner's Address I DO 1 A.7- E `p S I Pt et° City N(f� t s1 bgg,e s State • Zip 33 L38 Tenant/Lessee Name ��- Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip ,3✓ l 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address IABAAQ) augiAr Phone # City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square /Linear Footage Of Work: Type of Work: DAddition / QNew Repair/Replace El Demolition Describe Work: Iti-Q t v eu, -lavy taci. Dc9 Submittal Fee $ Notary $ 3.00 Scanning $ � 00 on Bond $ Permit Fee $ //0 • Training/Education Fee $ O Structural Review AN )0 2 2008 x MIAMI SHORES VILLAGE DPBR $ CCF $ I 10 CO /CC Technology Fee $ 2.15 Zoning $ Double Fee $ Total Fee Now Due $ • W See Reverse side -* 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apoved and a reinspection fee will be charged. Signature (r .e �; - -- Signature Owner or Agent Contractor The forego g instrument was ac • owledged before . e this 1 The foregoing instrument was acknowledged before me this day o .�'� : �., , 2 , by jl" . �i S l� 1 , ► day of , 20 _, by who is per nally own to me or who has produced 1L`:.' ,bo who is personally known to me or who has produced 11.5-0/00 -1?j' l2 As identification and who did �,� 1$ f as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �� A. V My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: ************************************* * * * * ** * * ** * * ** * * * * * * * * * ** * * * * *, * * * ** * * ** * * * **** * * * ** * ** ** • APPLICATION APPROVED BY: (Revised 02/08/06) 1 * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: I C I DATE: 1 ADDRESS: (' O E gat V 1 12 ,--e 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). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the 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 - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure mesas the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigat&any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial c=� 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial `-�-- Was acknowledged before me this 1C/c day of akilW" , 2001 BreattilOIS 1100 ( (JA who was personally known to me o P y or who has Produced there License or IDL r16-0 (»,I2,Ol) as identification. 460:a NO�j�' oe 3 Date: Miami Shores Village Building Department /609,47 10050 N.E. 2 "d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 07- 1/3 T Job Name: / i44el..e` 444..J . Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305 -795 -2204 Miami Shores Building Department Product Approval. Schedule / Comparison Chart Address: 12,01 f Nf . s-r Permit No. 07— Z!3 y Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact W or Door or Mullion Number Design Pressure Pressure Size Yes! No Yes I No Yes! No J(+ PSF () PSF ( +) PSF (- PSF C i creiek DW C6-42 a 1Y2- * e 0 tfp b6 tA l *bx s011 /)0 piC) ' • • . 1 • • • •• • —• . • • • • • • • •t i••• . • ",• • • • • • • • • ■ • • • • • •• • a ••a • • • • •• 2 O' 1 dgo:ai Lo fa • U • • f! • • a' •s•• C y • •••• fa •• • ••••• • • FROM :LAST CHANCE FAX NO. :9547819188 EVEDING Cong comMaNct alma ($CC()) PRODUCT CONTROL. DIVISION MO 7 77E1 L ocT 1 8 2101 - Aug. 13 2007 03: 38PM P2 IIIIAMII4DADE COUNTY. FLORIDA MIRO-DADS FLAMM BUILDING B Y: ....... 440 WERT NAGLER STREET, sum WM MAW. FUMUDA 33130-1563 (30.i) 3752901 FAX (305) 375-2905 NOTICE OF ACCEPTANCEANOA) www.buildingcodeonline.com Construction Glass Industriett num N.W. 25 St. Miami FL., 33112 Saint This NOA is The documenthtion subrnictcd by the Board of Rules rind Ap the Authority Having Jitrisdien This NOA shiill no t!: be v3lid after the cation date stated below. The Miami-Dade County Product Control Divisitm ;Miami Or the AID (in wens other than Miami Dade County) reserve the right to have this proditet# Material .tested flquality assurance purposes. If this product or material fails to perform in the accepted manner, fhe manufacturer will incur the expense of such testing and the MU 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 Miarni-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 Nola qmilding sr/We: .. • r th 'cable rules and regulations governing the use of construction matcriah. reviewed by Miami-Dade County Product Control Division and accepted ) to be used in Miami Dade County and other areas where allowed by including the Higb Velocity Hurricane Zetne . DESCRIPTION: Series "450" Outswing Aluminum Door iv/ Sidelltes - Impact APPROVAL DOCUMINT: Drawing No.W911-41, dried "Senies 450 Doors & Sidelites", 7.1 of 7.1, prepared by Al-Farooq Corporation, dated 10102/9S and lest revised on 11-08-200i by Dr. Humayoun Farooq, P.B., bearing the Miami-Dade County Product Control Renewal • • • • • • • shiAtiel,1.1dinge. stied mtescaled sapc4khduA&A. •. • • • • • • •••• • • of Acceptance tuunber and expiration date by die Miami-Dade County Product Control Divi MISSILE ILVIPACT RAILING: Large and Small Missile Impact following statenterm "lvliami-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. TERMINA'TION 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 en 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 Audi be cause for teornination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards Miami-Dade County, Florida, and followed by the expiration date may bedisplayed in advertising literature. If any portico) of the NOA is displayed; then it shall be done in its entirety. INSPECTION: A copy of this entire NOA studl 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: Mitt NOA revises & renews NOA 010422.82 and, consists of this page 1 as well as approval document mentiened shove. The submitted documentation was IfflfieViai by Ishaq L Chturda, P. E. - .0.0a7:2,151__- LABELING; Bach unit shall bear a pernumerat label with the manufacturer's name or logo, ;city? Atte and " ../•'■ l,--■ n ! J!) uOUNIYRUI I\NLJ NOA No. Ots,M.27.02 Expiration Date: November 09, nil Approval Date: NoveMbor 30,2006 Page l FROM :LAST CHANCE FAX NO. :9547819188 Aug. 13 2007 03:38PM P3 Construction Glass Lndusteies NQTICE OF ACCEPT NCE,, EVIDENCE SUBMITTED A. DRAWINGS (transferred from file 0 03- 0422.02) 1. Manufacturer's die: drawings and sections. 2. Drawing No.W9&O1, titled "Series 450 Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7.1, prepay by Al-Farooq Corporation, dated 10/02/98 and last revised on 11-08-2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03.0422.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as IFBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFSC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sideiites, by Hurricane Testing Laboratory, Inc., Test Report No. FITL -97OSS (0000-912-97) dated 09/23/97 thru 02/27/98 for specimen 01, 2, 3, 4 tested per PA202 -94, specimen 04, 5A, 5B, 5C tested per PA201 -94 & PA203-94, signed and sealed by Z �mothy S. Marshall, P.E. 2. Additional test report on • • 1) Uniform Static Air Pressure Test. Loading per P,A 2094 2) Large Missile Impact Test per SFBC, PA2O1- 94'..' : .... 3) Cyclic Wind Pressure Loading per SFBC, PA 203 'U4.• ' ....' Along with manufacturer's parts and section drawing marked -up drawing&af atlmninum • out swing door wlsidelites, by Hurricane Testing Laboratory, Inc., Test Regbtt !to. H'i�r'.. :. 01071(0080- )402 -02) dated 04/01/20028 tested per PA201 -94 & PA203- 94:1ikned anti • sealed by Vutn Abraham, P.F. • • C. CALCULATIONS 1. Anchor verification dated 12- 21-05and last revised on 11/06/06, pi epareci by At.. • • • Fatroq Corp., complying w/ FBC 2004 prepared, signed and sealed by,Bc. • • • • Humayoun Farooq, P.E. • • • • • • • 2. Glazing complies with AS1- 1300 -02 • ' •: D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptmece No. 03- 0827.0 issued to Saluda, Inc. for "Soltdia Inter ", expiring on 03/04/09. F. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated 12-21-05, signed by Tar. Humayoun Farooq, P.S. 2. Letter: of lab compliance, part of the above test reports. 0. OTHER 1. This NOA rises & renews 0 03.0422.02, espirring 11 -n q 1. Mode, P.E. Product Control Examiner NOA No 06- 0127.02 Expiration Dates November 09, 2011 Approval Dates November 30, 2006 a rs- M to a :9547819188 TYPICAL ELEVATIONS OT% 70 u3E c 4I T m*oloW CIE WEE%`1•%. 67:6 • • • • .. • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • • • • • • • • • • ••• • • ••• nine vGrn"i • uv.t • 7-1P-• • • • • • • • • • • • • • • • • • • • • • • • • • • 0 •• ••• •• • • • • • • • it • • • • • •6 '418' • tip • • :• • • ••• •• 2 PANE . 0P0. ACZG$T MG.60•71 66 -air 70 -1/2' 90' 76 -112' 96' ea -318' 108' t -1/V 1 TYPICAL AMOIORS SPACED AS SHOW N was AM CWRTS. AMCHCRS 70 BE AT $' FROM *NM 11{ X. SP1O4G 2e' OC. AT KO & Si . 66 -1t16' 111AIP 16 094 Fax wart • oiNI. NW 1 1133' (611 11001 A nxd • 1 ect , ,. -. max 61 49:17 I N 3v • R Zea 11 S 1 -0 - 01R6GANG 01o17R DETAIL I + I 0 - 113117 PIIGMI Ow Meat 2 at 1) OM 16960111164 0 tivas dais lOd •1 I•L•J® 1. 701S1M= 0 DPW AS Br 16 •1.771 arm W98 ? aaPCwaora'norc costivalIce 49611601060 i,r00662* 1:160 9996160ta ib mss. frab 33172 rod= : terms 430 *.am e De o% t 81d611hM riBER : AI F'.rooq Cnaomatu• Dr. %cor &rllctuti fi*.PIE' 7 IE.10-2 j 6Mmsa 1 or 1 �; ti • i 2 PANE . 0P0. ACZG$T MG.60•71 66 -air 70 -1/2' 90' 76 -112' 96' ea -318' 108' t -1/V 1 TYPICAL AMOIORS SPACED AS SHOW N was AM CWRTS. AMCHCRS 70 BE AT $' FROM *NM 11{ X. SP1O4G 2e' OC. AT KO & Si . 66 -1t16' 111AIP 16 094 Fax wart • oiNI. NW 1 1133' (611 11001 A nxd • 1 ect , ,. -. max 61 49:17 I N 3v • R Zea 11 S 1 -0 - 01R6GANG 01o17R DETAIL I + I 0 - 113117 PIIGMI Ow Meat 2 at 1) OM 16960111164 0 tivas dais lOd •1 I•L•J® 1. 701S1M= 0 DPW AS Br 16 •1.771 arm W98 ? aaPCwaora'norc costivalIce 49611601060 i,r00662* 1:160 9996160ta ib mss. frab 33172 rod= : terms 430 *.am e De o% t 81d611hM riBER : AI F'.rooq Cnaomatu• Dr. %cor &rllctuti fi*.PIE' 7 IE.10-2 j 6Mmsa 1 or 1 0 M .-1 • • ••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •S• • • • • • • • • • • • • • ••• • • • • ••• i YF CAL EL EvATEO S •• •• • • • • •• • • • • • • • • J' 4' • • • • • • • Sit 035 tAtIt • • • • • • • • ;$3t0D( gr SAAR rile .F. •. • • • •• .. . •• • • • • • • • • - J/.re.aWe MUSS a9r 48.01.05 it { OPTIONAL TRUE MUNTINS coos oR 5IPEU!E RES EKr4L :4.&QDiLARE GLASS TYcE 13A 010 %MC *LASS TYPE 133 CsLAZIN DETAf.8 COMMERCIAL HARDWARE HtN 8 L.&CATU•S M49 3GCS it2G4T OF]. 4300 at41t. SPAGTG UPTG 98 -3314' t 3 38 1/8' •67Vt 90-3/4' 1 • 3t../ ' a: O . r, * Ohl IN >s� _,tom re NIL OWN 300 PS UM 3310! VK. W w+i d GL408 TYPE !3G irriesta Ws Oast 2 co 1) W98 -01 WARDWARE CE5C PTiON sav�j 6t1i•le1 11 WM44 . Series MO Ouu•ng ttuus a &ddtvs rabit • 1 kr io030stito x100 11,11003 .2S *rot aim Lift 11172 molest : Al i•rarsq Cope:aeon Dr. alaragose .Fie. PE •:b551 dine 135-20.96 1 ghost U of 1 9547819188 • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••. • • • • .•• •• •. • • • • • • • • • • • • :SILL oF MATE IALe "TEt DESCRIPTION an Es 10 fl 0 0+2 X 1 1/4" 1.-EX WEAL) S/S SMS (3 PER CONNECTION) 3/0-16 FULLY ;4'READED GGITINUOU5 ROD 3/5 -16 44EX NUT 1 I/7" x I v2" x 3/16'T -4K. ALL MNUM PLATE SWEAR C .P (EXT. r40. 806) DOUBLE 9t32" DIA. JAMES INSTLL. MOLES AT 6" FROM EN,6 4 24 3/16" QC. MAX. 9/92" lii4 44EAD 4 SILL INSTLL I-.ES AT 6" FROM ENDS. 3 • CENTER OF PAIRS SPACED 6' O.C. 4 24" OL. MAX. •4 x I" P14-5214-543 'MKS SCREW, • 3" 4 1" FROM ENOS 4 24" OC. MAX. 414 X 3/4" WEX HEAD 5.5 TEK$ SCREW AT 6" FROM ENDS 4 24 3/16" OL. MAX. •• • • • ••• • • •. • • • ••• • .320 1410+14 WOOL. PILE WITH CENTER FM (ULTRAEA1S • 3037) 350 4IiCs44 FOAM -TITE U ATHE AL (AMMESBURY • 32011I !WOE POINT LOCK AT ACT1vE LEAF 10A_ CUSTOM CGI TI4nE PONT LOCK MEC4ANISM WHIGW C.0 451ST9 OF (1) TITAN KWIKSET SERIES 100 DE4."'$OLT (OR EQUAL? (2) DEADEOLT LATC14 (TOP 4 BOTTOM: AND CUSTOM 021 INTERIOR LINKAGE PLECHANLSTI 110E1 REFLEC TOLITE sews eta YWRIEE PONT LOCK MEC,44ANISM I448 4 4 112" X 4= SOLID, MASS (OR 5/S) 4404GE SECJIRED W1T141S) 192-24 X I/2" ERAS% FJ-1. MS. (3 PER PANE_ :.P TO 1'-b 3/4" HIGH) (4 PIER PA)rcL OYER T-6 3/4" 'O 13' -0 3/4" WIGW) FLUSWI3OLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODE'' SNOW UImT41 REINFORCED 71P •• • •. •• • • • • ••• • • • • ,• •• .'�L • �j 1/2, ' 0I"tNAL (e66 ACTtJL) ANNEALED LAMIATED GLASS • • • • • (2 P68) 3/16" T4.K ANN. GLASS AND .090" BAFLEX INTERLAAER. • • • • • • • •• ••• • •• • • • • S/2" NOM A. (.466 ACTUAL) s4EAT ST1 N'D LAMINATED GLASS (5 POST 3I$" TWK. 449. t'iLASS 4 .5150" 5AFLEX N4T5RLAYER •• • • ••• • • (2 PCS. 3/16" TFIK. As4I. GLASS AND .080" 6AFi.Et INTERLAYER • I" 1410MIN.AL (966 ACTUAL) Mk- ANN. LAMINATED GLASG • I/0' TEMP. GLASS ((1JT5OARSD). 3/8' AIR SPACE MD El Ell OR 1' NOMINAL (.(366 ACTUAL) NSA. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPA= AND 12 PCSa 3/16" THK. AN"L GLASS AND .090" SAFLEX NNTER-A't ER GE-700 5L.Ic 1E 3/4" X 1 I/4" X 3/4" X 1/B`T44(. CONTINUOUS ALLr'11N I1 CWA " L SECURED 441141.E INSTALLATION SCREWS (GEE ITEM E5I) 1/2' TI WK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2).090 T14i(. AL481. SWEETS 4 (1)1/4" PLY4L100 AT CENTER 1/2" X I/2' CONTINUOUS CLOSED CELL FOAM TAPE WIT4d ONE BIDE ADNE$IvE U °LAS'IC MEP )5.d1^Pi.E 741' X 5" X LW 111C. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. • EXT J51ON4 LIST SOO, 501, 502, 606, N 508, 308. WO 1 511 ALL EXTRJSION5 ARE 6063 -T6. m:II f'" ratmemsorecrimmi ram II re al Hew DIVE a x I04 tilt; 4 sn IN 4.0 W98 —Q1 rak cORPa** r!ON mariner* foes leeleslies tepeatm Me exdeea i a oboe! OA *sit Min product . fermi 460 GASM.Mg Mae 8tdkeites BLxtcrirf{6.PE'l11 1 date : 1®-10 81 I sided 2 err 1 Aug. 13 2007 03:40PM • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• 7.44. X29M• LOOS TIIPZON 'WNW • mom van It • vtaL•ac e6 *4 PT WOOD SEA-ANT i f Tarrovk 73► •, .1" --44111111.11-1411,,,,„: 3 i�J • VOA/ IPA • • • • ••• • • • • • • • • J • • • • • • • • • • • • • • • • • • • • • • • j I sot •• ••• •• • • • i•,: 1 • • • • ,,, • 0-- • • ••y_�a_ j- - - -- 1 TYPICAL p ASOETTOLY �8• TYPlCA4 PAM A8615115LY t -- 1 TYPICAL Poe. tiB911,3LY 41 ORLJ J•T.nc .. Jall WOG% WSW • •• treys OLDS - ODar. Caere tdart a FRAME WIOTI4 OUT SW1NG DOOR TYPICAL OPrlaNIAL SQUARE GLAZING -slt4 !•T riiOxf INt�O 1X4 Pt�t SON dra 4.*e 509 ExTewaz 12 !II TOP t !BOTTOM OF INACTIVE. PANEL W98 -01 1 • Ij 2A1'!'7P11GAL SCRIM R aI WO 1• • %X aW'ta•G • •• SW PM X.o u• ec `4OTEs WOOD SUCKS NOT SY CGi MUST SUSTAIN LOADS TtPOSED BY GLAZNG SYSTEM. 04121141104 t+t •N•7Yw9) NOTE ALL IACHOR CONCMOIS SHOWN ON SHEETS 3. 4 AM) 5 MAY BE 141RECILY TO MASONRY 111I1-1 y4" MAX. SHIM SPACE W1t 3UT VARIATION IN CAPACRY. T�39. LL•IMO 1212X03 !IX fe WV WIgAnet e.. 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OF43 141S ARE P10r AFPUG&,E A1A FOR 1MRFSfo10 4331 ANY 03401TDN. TOOL 1160 1308 SRO 1166 1132 966 013 MOM 2/0 E/6 3/0 7/6 ?/0 216 310 MEE CEASE CAPACITIES ON UNAI MIT ARE EOM a ant $1*00 -00 (8 3BC. ems) MaiitTelED2PiEl 0/0 y • poi 606. 1020. Ot19B M420 130, • • •EXT cat 63.11 613.0 n 0e3 1113 666 602 81.3 800 fill 6116 600 6013 0.0 EA OW EA 90110 830 ma 800 I OM 660 600 WADE S$0*64 ARE FOR MORS USNO 641229413117 INHERE WATER 2011.TRA766 RECOROSENIS NOT A: Aug. 13 2007 03:41PM Kt MIX 'ASCHOPS • /Ca 9VOS b` IMEILLEIM FOR 9OUPE /a Pore. 1FJii1 = OXR "NE "215, 1'tTt 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • w • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• •• • • •• • • • • • r . • • . • • • • • • taateemwa •ot s llet • • • • aPO•�"` raw • • • • •� i1T=1 w • • • • PAW-1 mono or morn 0r'CU1 prat or YDM • FCGM7 r etRHOR.t 4 td os=. 0 Zro NM • • 4144. ' • -.TU. • v6 me •save # .1r1• • 310 6e aea • At 1 tea* • i 1• :/6 !aa • Jam• j 9uu. • Ago • IMO VC • ?J6 7/3 314 ••• •• • • •• • • • • • • nets • • • • • • aTa Itpa 11u net n tsar 0/• 7/e t/a eta 1100 1'00 Han sau ilLS 1110 tun MOO OF AMMO 4!141' 1P Patia- • AtMOMP WON nal ® CUM= O7 M86= OF UMW OF 6 MICRONS A 3333 418 4 433413 two-+L 6. 11snYaa1c®3 owes 6/• E *4 11w 444 i{t tan 3/6 013 490 436 1x1 1 1168 1 • a3 Iva 1 1073 1 ' INA `+OS 763 1 1mA 1144 *6 M 1 Tm{ i*4 841 RA •3 1 e114 few • tot 7:6 1104 919 743 513 IOW Imp !1711 1161 4611 1 071 1104 alt I 113 W au ,m1 4w INS 113 • 743 1*1 1141 AXON TWt 'Fr- 6I0' TeEMS INTO WC srau4:-Uacs 7 3/4" 16*. MITI. MOON INTO WOOD THOU WOOD BUCKS ROOO OOM:. OR 144$0NR1 1 -I/4* MIN ENDED *40 CONC. OR 61.15 NRY 'YPE 'C- I/4' u D RECTLY IN'TJ CON[. OR 3042NRY 1-1/4' 111I4 BOW 1HTO =it OR MOWN EDGE OSTARCER 441'S WONGRE1t AND 14 SU*4Y = 2 -S/$' MIN. OITO WOOD S1LCTJRE = 1' MIN. i'0 us CSAB'43: 1. 1{L21 *4 OP MONO•. 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Cn1aN[AF »ueu, • • ••• • • • • • ! • gIT SCALE NTS- ••RETAD • • • •• • • • •i r_ • • LOOR PLAN: • •• • • • • •• •C11? �• ,• L • •.. a., • • • • • 11-1-'4, OOOOO •• • • • • • • • • • • • • • ••• ••• (1) 38 9A6" X 80 %" CGI 450 SERIES FRENCH DOOR N.O.A. #06 - 0127.02 (HLSO) INT ZONE 4 aak: WJ0-1"B1 L Miami Shores Village Ar'PROVED EY DAIS ZONING DEPT BLDG DEPT 64 /d SUBJECT TO COMPLIANT r, ^`! LI r--7 STATE AND COUNTY RULES AND NUV 3 0 Mil B Y° DESIGN NOTES: 2004 FLORIDA BUILDING CODE ASCE 7 -02 V =146 MPH, EXPOSURE 'C' I =1.0, Kd =1.0, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256 *Kz *Kzt *Kd *V *V *I P = qh ((GCp)- (GCpI)), GCp1 = +/ -0.18 MRH= 21' -0 ", INT & EXT ZONES 4 EXTERIOR ZONE WIDTH = 5' -0" FROM BUILDING END PRESSURES: NOTED ON FLOOR PLAN INSTALL FRAMES PER RESPECTIVE PRODUCT APPROVALS WARREN VON WERNE, P.E # PE0056989 11/-262007 VALID FOR (1 ) JOB(s) ONLY VALID ONLYWRH RAISED ENGINEER SEAL GENERAL NOTES: 1) THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED FOR USE WITH PRODUCT- APPROVED SYSTEMS. ALL NOTES, DETAILS, ANCHORAGE, AND INSTALLATION SPECIFICATIONS SHALL BE FOLLOWED FOR EACH INSTALLED SYSTEM BY OTHERS IN ACCORDANCE WITH THE DESIGN PRESSURES STATED HEREIN. 2) THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFERENCES TO PRODUCT APPROVALS IS FOR GENERAL INFORMATION ONLY. REFER TO APPLICABLE APPROVALS FOR DESIGN & INSTALLATION INFORMATION & CERTIFICATION. 3) AS MAY BE REQUIRED BY CODE, AN APPROVED IMPACT PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED BY OTHERS FOR THE DESIGN PRESSURES STATED HEREIN. NO CERTIFICATION FOR IMPACT PROTECTION IS OFFERED HEREIN UNLESS STATED OTHERWISE. 4) DESIGN DIMENSIONS MAY VARY SLIGHTLY. THEY ARE INTENDED TO SHOW GENERAL OPENING SIZE ONLY. DO NOT USE FOR EXACT MEASUREMENTS. NO WARRANTY TO LISTED DIMENSIONS IS OFFERED WITH THIS DESIGN. 5) NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 6) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ** ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. DESIGN PRESSURES: A) - 60.08/ +55.16 PSF (ZONE 4) 0 N D V 3 1 a z 07- LCG -W010 PAGE SCALE: NTS DESCRIPTION: FLOOR PLAN OF 1