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SHUTTERSDate Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT\ 305- 795 -2204 Buildi ► g In . ction Request X40 �e 99 Building Department o a �� ? , 10 0 N.E.2nd Avenue, Miami Shores, Florida 33138 ( L c u Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDIN PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (j�� /'(Jl�/f� Phone # Owner's Address �� 97 City Tenant/Lessee Name Total Fee Now Due $ $ Value of Work For this Permit (Continued on opposite side) A / Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City Qualifier Architect/Engineer's Name (if applicable) 7 e S P� %4'2 Phone #.fi -- 17 � - 5 S .S ' 4/.2/ Type of Work: ddition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work:ize C * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Submittal Fee0O �� ' Permit Fee $ !AV CCF $ 4 6 V CO /CC Notary $ Training/Education Fee $ -Di 4 0 Technology Fee $ 50 Scanning $ 3 Radon $ Zoning Bond $ ^--' Code Enforcement $ 1 Structural Plan Review. $ ,30 Miami Shores Village Permit N Master Permit N State Zip State Zip Zip Square Footage Of Work: 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 p2 , 2004 , by rr�� wh��o is personally known to me or who has produced V'OU1t Qi a .As id( il manor anam tai,oath NOT ;!, UBLIC: o ' Notary Public, State of Florida ; �a " My comm. expires Jan. 25, 2008 Sign: No. DD 284571 Print: My Commission Expires: I KI Ob 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: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************ * * * * * * * * * * * * * * * * * * *** * * * * * ** ** APPLICATION APPROVED BY: Chc 12/15/03 ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR o 72 Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) All Broward Hurricane Panel Co. 450 West McNab Road Ft. Lauderdale, FL 33309 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 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 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: 18 ga. Steel Storm Panel APPROVAL DOCUMENT: Drawing No. 96 -242, titled "18 ga. Steel Storm Panel ", sheets 1 through 6, prepared, signed and sealed by V.J. Knezevich, P.E., dated 5/10/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 t4Ftlie u rt}ih '�" , facturer or its distributors and shall be available for inspection at the job site at the �� oui e ' ial. This NOA revises NOA # 00-0721.05 and, consists of this pa document mentioned above. The submitted documentation was reviewed by Raul Rodrigu MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 NOA No 02-0531.04 ate: February 26, 2007 oval Date: July 18, 2002 Page 1 GENERAL NOTES: 1 THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOAI BY MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVMZI OF THE FLORIDA BUILDING CODE. z APPROVAL DOCUMENTS. A NCRE S TESTED. ALLOWABLE STRESS WAS IN USE THESE I INC FASTENEE ANALYSIS. REFERENCING ] DETERMINE T THESE OOCMENTS IN POSITIVE AND NEGATIVE C CE WITH THE GOVERNING C000 AND GVERIG A FACTOR KO 61.0 SHALL USED ACCORDANCE WITH ASCE 7 -90, 1. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUOE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5 THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6 THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPU BY INC CONTRACTOR DETAILED HEREIN AND IN HE CONTRACTOR VERIF E C VERIFIES INC EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER PORN OR MATERIAL FROM INC STRUCTURAL SUBSTRATES DETAILED HEREIN. p 7. ANY APP FICAL OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID B. WHEN INC SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE BY A LICENSCO OA REGISTEREO ARRCHITECT, WHICH Y E DETAIL PRODUCT I ENGIN E ER E FOR T REVIEW�A5 A CONDITION TO BUILDING SUBMITTED TO GRANTING HIS /HER APPROVAL. p� E 91 SECURED FROM THONE-TIME I ADE COUNTY PRODUCT CONTROL DIVISION AND WHEN THE SITE CONDITION OCVIATIONS OCCUR WITHIN THE MOH VELOCITY HURRICANE ZONE AREAS ONLY OPTION - B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9 PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MINIMUM FOLLOWS F ONE MARKNO PER PANEL AN0 SHALL BE PERMANENTLY LABELED AS B H C OO P BOABENDADE T PRODUCT CONTROL C APPROVED 10. AA UM TENSILE A S HE RS SH 6 KE GALVANIZED OR STAINLESS STEEL WITH A 11. TO STM PANELS 63 STRUCTURAL GAUGE GRACIE 60 WITH A MI S NW 0.049- y CO WITh ASTM A52S. T • AO Mai AND G -60 GALVANIZED COATING IN ACCORDANCE 12. ALL EXTRUSIONS SHALL 51 6063 -76 ALUMINUM ALLOY, U.O.N 13. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS FOR "0 " AND N U SHEEADEBREMOUNTING HORIZONTALLY WHERE APPLICABLE. EXCEPT 03/07/02 18:22 OPTION. ARNW6 L0CAT,0M ! if' 147-/ -r I 1 14.1C 0 Al 003 0 0 1601 O "U" HEADER SCALE E •r -0^ • . M•• .011• O "KEYHOLE° WASHER SCALE' 3 • 1 3003 -1111. ALUMINUM 313.01 O 6a WINGNUT SCALE • HALF SIZE r.03 goo FULL PANEL O 4 ''SEA" ANGLE SCALE : 3' • r -o .001 141 VW I AT[o FAM 0P1 L 100 STORM PANEL SCALE 3.. 10107" 1K0SITE0 IP(05. TO PANEL SPANI SEC Om TYPICAL ELEVATION FOR ALL •ST•LLATIONS SEE TABLE 3. PAGE S OF IT FOR ACQUIRED SEPARATION 5310M GLASS HALF PANEL ONE HALF PANEL PER OPENING NAV BE USED •S REOu1000 TO COVER OPEMN6 I I TV ••P 1.0r RAN. 1 O S ANGLE SCALE . 3 • r -0 Too 7 ! ! O 007700 110707 OOO 3 O "h° HEADER • SCAL( 3- • r -0 F _ TTP 8 I /L -!O NAGNRR 77U0 SAW MAW Sa ANGLE sc *LE : 3 • P -0 1 EBODOCTRevuso Odes Oita Ih 11 Acapbmse Ittpleolla • • El ol` SEE MN SEPARATION FROM 61w55 SC0LDULE GLASS OR 0000 SEE MIN GLASS OR DOOR ANGLE 10 WALL OETAR. ON FROM GLASS SC0EOUI( (M8E0 05/07 /02 IB:S0 NEED 5/0" MAx — ExISTINO CONCRETE. MELTON OLGC. OR W000 0RAMMO 10E1 ANCHOR SC.-VANE BASED ON TYPE OF STRUC TUREI FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE %r l ~ O L I 1 �\ O �� © COOT y�. i I � I A I, 4 _ MST SCE ANCHOR SCHEDULE. CONNECTION NyFE YPE i• I/1 O CENT t /a -70 MACHINE SOL7 L COSTING CONCRETE. HOLLOW WINONUT A 1) - 0.1 KOCR OR 0000 MAIIRIG (SCE ANCHOR SCHEDULE RASED ON 7YP0 or STRUCTURE, O WALL MOUNT SECTION ScAL[ . )' • T -O O DIRECT MOUNT SECTION SCALE , )- • 1' -0 E3t57N0 CONCRETE, HOLLOW KOCK 0110000 MANTIC SEE 00CNOR SCHEDULE BAKE ON TYPE OF STRUCTURE) SS /' FASTENER. SEE ANCHOR SCITEO{AE RE2E8E0CE CONRCTICR TOM 1• (uu REM ANCHORS 0147 EON DIRECT 1EUHE ONLY • E.V1• 00 I)• 0 C. Out DO NOT (5(1(0 SCHEDULE SPACING. LOCATE FASTENER N RANON PONTOI Of KEYHOLE WALTER i 0 7 PANEL TO ANGLE ORM. SEE MN. ION FROM CL•i5 SCHEDULE GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION ?WIT. SEE TOP MEAD. FOR ADO1T00Al INF ORMATION E31511N0 CONCRETE HOLLOW KOCR OP WOOD 082103 ISEE ANCHOR SCHEDULE ON TYPE OF STRUCTU 101 0. ()IS TINE CONCRETE, run LOIN CRAM OR WOW FRAHx10 (SEE ANCH00 SCHEDULE OASCO ON 1701 OF STRUCTUREI 0 /a' OR )11. MAx sec TAOLE I ANGLE TO WALL DETAIL SEE MN, SEPARATION 01100 GLASS SCHEDULE GLASS OR DOOR O CENT O SCALE , 3 • I' -0• ESNS TING CONCRETE. MOLL00 KOCR 00 MOOD MARINO ISEE ANCHOR 2(0(OULE EASED ON TYPE OF STRUCTURE, SCE ANCHOR SCHEDULE CONNECTION TYPE r FAS7ENEN. SEE ANCM08 SCHEDULE. 0(rUE1KE CONNECTION - TYPE 1' O CONT. E8S7100 CONCRETE. HOLLOW 111.0(0 01 0000 FRAMING ISLE ANCHOR SCHEDULE 0ASE0 ON TYPE OF STRUCTURE, O WALL MOUNT SECTION SCALE 3 • 1 -0' FASTENER, SEE ANC•08 SCnEOuoC. REFERENCE CONNECTION - TYPES . EM0E0 1700.1 i 1. J t Oair 00000 I w L ME/ONU1 100 •AST(NER. SCE AN0008 SCHEDULE CONNECTION -TYPE r CEILING/INSIDE MOUNT SECTION 114" OR ) /a" MAX. SEE TABLE I (841(10 CONC5(11. MKLOW ELOCR 00 H000 FRAIWD ISLE ANCHOR SCNEOUL( RASED ON T0(0 Of STRUCTURE) PANEL TO ANGLE DETAIL ERIST0(0 CONCRETE. MKLOM OLOCR OR MOOD fRAMMO LSE[ ANCHOR SCKOULE OASES, ON TYPE Or STRUC7UREI 1 /a' OR )/L• NAx SEE I/ lo M*CN■( SOLI L WNGNUT • 11' O.C. CLASS OR DOOR s 13)57010(00(8117.0010.00 BLOCK OR 0000 0020016 ISIS ANCHOR SC1000L1 BASSO TYPE OF STRUC YURI) 00( 5 /E" fAST[N(R. SEf ANCHOR Tvel ...v / CONNECT( 0(010(0(1 (0040((TIOH'1YFE r 1 ()Cana IANGL( LEG M•• BE REYERSEDI TTP. TOP • ROT TON. ru T(H SCR(0 OR 1/4•'_10 MACNNC SCREW L NuT n 0.1 `OPTIONAL LEO DIRECTION ■ 4[1. MN. ION FROM 61.•55 SC0EOULE ■ CoNT ITYP. TOP L 007 TONI Nla TEN 5CR(0 OR 111. " -30 MACMN0 SCRIM • NUT el 1)' O.C. F a.ST(NCR. SEE ANCHOR 3[0[001.[. REFERENCE CONNECTION •TYPIT O BUILD -OUT MOUNT SECTION SCALE . 3' • T -0' • 0 MACNW[ DOLT a 0000LU7 • /J - O.C. 1140 70P L SOT TOM, JP? • THREE VL MOOD LAG SME4f M/ 2.1 44• NN. [WO II la O.C. HAS GLASS OR 0000 S /0 MAN. EN6C0 (MAX DESIGN LOAD s 62 PSF) MAO 4R O BUILD -OUT SECTION SCALE • )- • 1• -0 CONT. '.- • 2S0 AL5M. OVER 11000 NEE.4(RS TRUSSE A 12. O C O F SOFFIT CONNECTION DETAIL scat./ , D • V-0" 0 ` a L NIA TENSCREV OR 1 /a - -20 HACHw( BOLT • NUT 04) 00 OcONT. ANCHOR SCHEDULE. REFERENCE 045501424 - MPE r OUSTING W000 FRAMING SSEL DNI(CTION OF 2 1E0 OF PIECE Qf HAY BE REVERSED N ANGLE IS RAISED SO THAT THE Y LCD IS NED TO CONTIFRIOUS NORg047A'. V000 STUD. 4000 ROOF TRUSS OR 00.01140 MEMBER TO PL St PERP(NDICUL •R STUCCO FINISH 0R 01711000 SOF01T 1/5 OR MA EC TABLE 1 GLASS OR 0000 C%StWG V000 F0A241N6 FASTENER, SEE •NCN04 f SCHEDULE. REFERENCE CONNECTION TYPE* 010 TE%SCRIN OR 115 -20 MACHINE BOL & NUT • 13 - 0 0. ROM GLASS SCNEOUL © BUILD -OUT SECTION KALE • Y • r -o- ANGLE BUILD -OUT O SCALE. 1 • 0 -0 ( MEAN COIKR1tl, HOLLOW BLOCM, W 4000 M•M0m IW AAC•OR COMMIE • ASE ON T001 oF RTRUC71.11 FAf010(0. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r i Rta 0(8104EN 00 V 4 - -20 HACHRK BOLT • RUT a, 1r 0.C. I /5^ A%. GAP REFERENCE TABLE I M/ )/Y • AP FOR 1/P NA% OAP R(KRENCE TABLE 1 4/ S /a' OAP FOR ALLOM•BLE SPAN. IMO INSTALL M/ MACHINE t /L GAP may ....+ � C 11, BOLT S VW6NUT • n O.C. ErisrIIO 4000 00.24016 - SEE MN 01200 GLASS SCHEOLILE GLASS OR DOOR 5044(0151054 SCALE : r. T. 0 - (AWL DESIGN LOAD x 72 PSF) O ANGLE BUILD -OUT SCALE . )- - 1 -0' % (MAX DESIGN LOAD x 72 PSF) aO CONT. ALT. WALL MOUNT SECTION Y 0.T. 11000 CENT i / a'P S.S. •6 S(RE4 v/ 1-1/2 000 100 %110 • " 11 5 0.C. 2 M• • 4-1/7' S.S. LAO SCREW • 24 O C. tax IN CENTER OP 10005 /ADDDCTI UMW asessmor MD 1161211 d6rE1kN Ammo. 11.0 I. if Mika 05/07/02 16:52 E plliF'HIIIU k iiii E07CEbuII •H. 11/22/1796 96-242 6 shoot 3 of 6 s 4 4 BEAM SCHEDULE D(SC01P710N PANLL SPAN SLAM SPAN 2- • S- Y -o` •'_1/ Tv • .175 - Tf • .17S- 10' -1' 7'4" 1- • 0 6' -0 11..-41 Tv •.071 91 • .2269 10'- 6 -1 a 61 •00. 05/07102 17:01 mO .O. 7a •LoC• a. 00TN0600 0070 O0 11016069 WPM AL T.. /0 ONCc rich 7•••■■•^• T1N0 r• N 4 1 1 0 F T 11111111111 S1aM I � •.Mt. ■ a. ■ rap 911,0 CA1.1 6101057 • !- 0.c. v• Lr 9101 OPUS N Ca• 1•03-LO. .•0.O BLOC. v. 1 - 014. 0000 ONT. 6i. l I 67[140 0 108 POs r • r • 69r RASP T7P10AL f0OOKM ANOL6 (MAX. DEMON LOAD a 72 PSf) SC ALL 3^ • 1' -0 rays 1/•-• C•LM -W ANCI01111 11 CONC. ON MO.LO• 11.001 V/ 7 1061. 0000 007. 0•0 7••• ANCHORS 600 1 • S • Ur 016616 ?vow m. /OS (ACM ANSL1 r • r • 1/L • 0'•11- 0011 - •Lw. A6G0(1 • 00 r•f • yr 00.911 uta r • r • yL - . r -r O 0•1 -1• Awn A•GI01 •OS r • r • ,111 0(101 T. ALw.01A11 11(.0 KA91 110•113.1.1•11.0•• 6aA •(AM 011CM100 S 91AN M0.110IT AL 160.111 STORM PANEL SUPPORT BEAM �•11�04- •101 (0&1 T •n• AT0091 6.1461 Vti P; 1 1 0 V • KPH. R•M la[! 0061. 104C0YL0 81.669 PM 01057 01114•7100 • TI NA0 M00t00TAL SPAWN WAIN 0 61.000(0 R11TA 10 611711 06 11166057 600101 r•1 - .691 ^. -1r 0•11 -7• Auw. ANGUS /OR ...1 Vr RAM 011 r.1•. 1/1^ •0' -1' • 07 -T• AL• . •10111 / OR r • 1 • V • RAMS TVO•V• T.NO 00671 Al . 60 0 06116 7101 (MAX. DESION LOAD S 79 PSF) O STORM PANEL SUPPORT BEAM SC•L0 r • T -0 NOTE: THIS DETAIL MAT Of USED AT TOP OR BOTTOM OF PANEL. 1001116 0006071 1401669 NAM O0 WOO saul01•0 1Y1 WW1 600601 040000.1761 d 8410171N0 07•00 'u •6.111 STOOP. • ••1 161510 1700• •655[1 � MOM- 3750[Ty1A1 610814 11.1(N.. 105100 00 •000 01•01601 1 11 111 7 ::: .ci 11.47.00 777 2'' r1YIi u` 0 r1i. 11111 11111 Ill WALL MOUNT 16611 . r • r -0" 111111 111111 loll 1 Trr 1 ^6041 ANGLE TO WALL DETAIL f•0TOa Ott A.O05 00N0A-1 100[.10 1N0[1T05 "We 1- - SEA - 03011 8 N01...T•7CTw•• 6)0006 ••••■■.1 010760. 690001 WALL MOUNT O SCALE : T .1.-0- shad of 6 1 1 - -75 1700 0 •)0 0 mut 6110. TO - SEA . Alamo( 60•0([7101. • 71 0.0 - SSA. AN0.1 17006 ►Ar• PANEL TO MOLE DETAIL. N FLOOR MOUNT O .CALL . r • 1• -0 PROD UCT* [D Rr�� P>rrEr C AB TABLE 1' STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W IPSFI ANY MOUNTING CONDITIONS 1MAX. 1/4 SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3/1" SPACE BETWEEN PANEL AND MEAGER) L MAX. O IFT -INI L MAX. O (07.10) 10.0 13 - 4 10 - 3 15.0 12 -10 12 -0 40.0 15 - S 12 - 4 45.0 12 - 0 11.11 10.0 11 -0 O -3 55.0 11 -0 NI - / 00.0 11 - 1 / - 11 02.0 11 -2 1 -7 03.0 11 -0 0 -2 70.0 10 - 7 • - 0 72.0 10 - • 1 - 3 70.0 0 -11 7 -11 90.0 0 -S 7 -S 00.0 0 -) 0 -7 000.e 7 - S S - 11 110.0 0 -• S -5 120.0 0 - 2 4 - 71 130.0 1 -0 4 -7 140.0 5 -) 4 -) 60.0 4 -11 3.11 100.1 4.7 1.1 170.0 4 -4 3 -• 100.0 4.0 3 -3 190.0 3 -11 1 -1 200.0 3 -0 2 -11 TABLE 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE O(SION DISION I IPSF1 ACTUAL SHUTTER SPAN (1.1 I0T - 011 MNWUM SEPARATION POR VW KRIS 30' OR LESS ABOVE mom 1111CM151 MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' A9075 GRADE MOMS! 30.0 7 - 1 2-3/4 1 -3/0 70 - • 7 -3/1 2 13 -4 3 .3/0 3 10.0 7 - 0 2 -3/4 1-3/1 10 - 0 3 -3/4 2 -1/1 12 - 5 3 -0/1 3 30.0 7 - 6 2 -3/4 1 -5/0 10 - / 2 -3/4 7 -1/0 11.1 3 4/0 3 60.0 7 -6 2-3/4 1.3/4 10 - 1 3.3/4 2 -3/4 11 - 3 34/1 3 10.0 7.0 3 -3/4 1 -3/4 10 - 7 2 -7/0 2 -7/0 00.0 7.0 1 -3/4 1 -7/1 • - 3 2 -3/4 2 -1/1 90.0 7 - • 2 -3/4 1 -7/1 • • 3 2 -3/4 3 -1/1 100.0 7 - 5 2 -3/4 . 1 -7/1 • • L2 Y 0. 1/ 1.11. SOL7 • 1111.101 • la PC. 11 011 U 0A02 0•0• SENT P1.41 TB 05/01/62 77102 • �- (10070101,110011 N••M•X, MINIM C00[0071. MAO/ WOOD PR•MIO F 41T1NM ¢0 L P00 0000N 10405 L0S TRAM OR (0011 TO 110 7.0". 0• r 00 POO MOT 10•00 000.711 AUNT O C40TUU ARMORS • (N[ouLt PCP SCALE: 7 -1/7 • r -o YY(01■1 OUT(N0A0 MT. Ile( NOTE Ye TI ALL. •00.0 0.00.0E 7K[E r• r. I/O PM TO r.r. WO" POPE e0117100 C00[1[10, (D HOLLOW 11000. 01 1• 0140440 6000 011101001 CLOSURE DETAILS (PLAN VIEWS) 1/4.20 LS. WIT A WOW? • U OA. 17071 11 GAM STIR - /EST 04.•1 NOTES. 7. REFERENCE APPROPRIATE SPAN TABLE 0ASE0 ON MOIRC••O (00071(00 m 07E10. - (OLUMN O MAY 01 USED 00A ANY OET•ItED CONDITIONS. INCLUDING DIRECT MOUNT. V HEADED 15 715E0 MAX. GAP (OVALS 1/1 - COLUMN 11 MAY 0E USED 00 ANY 051611.10 CONDITIONS. 0 NE401 IS USED. MAX GAP EOU ALS 3/4 ". 3. FOR DESIGN LOADS Of TM(EN TAOVL•TEO VALUES, USE NEX7 /POKER LOAD OR LINEAR INTERPOLATION NAY 05 U070 TO 0(71007110* AI LO W •0L( SPANS ). ENTER Twine 1 WITH THE DESIGN LOAD T00(7(R3F05 MAIN. PANEL SPAN. T 2 WITH POSITIVE DESIGN LOAD TO DETERMINI MN ION FROM GLASS, 96-242 sheet S of 6 Miami Shores Village 10050 NE 2nd Avenue Printed: 4/27/2004 Applicant: DANIEL AULTON Owner: AULTON DANIEL JOB ADDRESS: 842 NE 99 ST Contractor Local Phone: Parcel # 1132060142430 Signed: (INSPECTOR) Building Permit Phone: 305- 795 -2204 Permit Number: BP2004 -463 Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 7 & E1/2 OF LOT 8 BLK 72 LOT SIZE Fees: Description Amount FEE2004 -4167 Building Fee $100.00 FEE2004 -4168 CCF $0.60 FEE2004 -4169 Training and Education Fee $0.20 FEE2004 -4170 Technology Fee $2.50 FEE2004 -4171 Scanning Fee $3.00 Total Fees: $106.30 Total Fees: $a Total Receipts: 0.00 56,3D 4.0 Permit Status: APPROVED Permit Expiration: 10/3/2004 Construction Value: $400.00 Work: • ApR 2 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: